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HomeMy WebLinkAbout7777 W. 38th AvenueGOPUFF WILMORE CENTER FIRST FLOOR - SUITE A130 7777 WEST 38TH AVENUE WHEAT RIDGE, COLORADO 80033 PATH OF TRAVEL <75'-0"(15'-7") Otic 9S. ,Y eSTQ, AGO, it l� �� EXIT PROJECT LOCATION SUITE A130 4,418 RSF (AREA OF WORK) EXITING SIDEWALK EXIT EXIT PLAN Scale: 1/8"=1'-0" aD 0 4' 8' 16 NORTH � CaynWeatl>�dge cw o "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local cedes, ordinances or amendments thereto. Plan Reviewer KMoney Date 07/13/2021 PROJECT LOCATION �- _ mmnnnnnnm ••••••••�•� yba 11, wµ DRAWING INDEX BUILDING CODE ANALYSIS ARCHITECTURAL DRAWINGS: JURISDICTION: City MWheat Ridge 01 /A0.1 COVER SHEET with city of Wheat Ridge ammendments 01 /A0.2 GENERAL NOTES West Metro Fire Rescue 01/A0.3 GENERAL NOTES APPLICABLE CODES: 01 /A0.4 GENERAL NOTES an 01 /ADS GENERAL WALL DETAILS BUILDING CODE: 2018 IBC 01 /A0.6 ICGANSI At 17.1-2009 DETAIL SHEET PLUMBING CODE: 2018 IPC 01 /A0.7 ICGANSI At 17.1-2009 PLUMBING SHEET MECHANICAL CODE: 2018 IMC 01 /DA DEMOLITION PLAN ELECTRICAL CODE: 2020 NEC 01 /D.2 REFLECTED CEILING DEMOLITION PLAN ENERGY CONSERVATION CODE: N18 ECC 01 /A.1 DIMENSION PLAN FIRE/LIFE SAFETY: 2018 IFC 01 /A.2 PARTITION PLAN ACCESSIBILITY: ANSI 117.1-2009 01 /A.3 OUTLET LOCATION PLAN U 01 /A.4 REFLECTED CEILING PLAN BUILDING DESCRIPTION: 01 /A.5 FINISH PLAN C U m 1. TYPE OF CONSTRUCTION: V43 MECHANICAL DRAWINGS: 2. NO. OF STORIES: 1 01 /M-1 MECHANICAL LEGEND, SCHEDULES, DETAILS 3. SPRINKLERED: No AND GENERAL INFORMATION 01/M-2 MECHANICAL DEMOLITION & NEW WORK SCOPE OF WORK 01 /M-3 MECHANICAL COMCHECK 01 /P-1 PLUMBING LEGEND, SCHEDULES, DETAILS, N ISOMETRICS, AND GENERAL INFORMATION O 01/P-2 PLUMBING DEMOLITION & NEW WORK The scope of work includes the construction of a new retail 01 /P-3 PLUMBING DETAILS AND ISOMETRICS miss area, restroom, receiving area, Willy area, product display area and manager office. ELECTRICAL DRAWINGS: 01 /Et ELECTRICAL PLAN NOTE: Gopuff delivers two& drinks, cleaning supplies. home needs, OTC medication and mora via digital delivery STRUCTURAL LETTER: service operations. RE: Attached Letter OCCUPANT LOAD SUMMARY PROJECT DIRECTORY SUITE A130 TENANT: (Area of Work) 4.418 RSF Gopuff 537 N 3rd Street Philadelphia, PA 19123 1.00CUPANCY: Telephone: 610.348.4430 A. GROUP BUSINESS Contact: Dave Dolan- Construction Protect Manager B.USE MECHANTILE Email: David Dolan@gopuffcom (STORAGE, STOCK, SHIPPING AREA) C. FACTOR 1 PER 300 BUILDING MANAGEMENT: D. SF OF OCCUPANCY: 4,418 RSF DPC Companies E. LOAD 15 OCC. 7800 East Union Avenue, Suite 800 Denver, Colorado 80237 3. TOTAL OCCUPANTS FOR SURE: 15 Telephone: 303 796.82M Ext. 3354 4. EXITS REQUIRED: 1 6. EXITS PROVIDED: 3 Contact: Heather Farley Email: hfsdey@dpecompanles.com PLUMBING FIXTURE COUNT ARCHITECT: I I UNISEX LAVATORY Kieding 501 South CherryStreet, Suite 150 Glendale, Colorado 80246 REQUIRED 1 Telephone: 303 399.9100 Fax: 303.399.6633 PROVIDED 1 WATER CLOSET Contact: Chris Thomas Email: cthomas@kieding.mm REQUIRED 1 pRovloeD 1 MECHANICAL ENGINEER: DRINKING FOUNTAIN Michael E. Harvey, P.E., LLC 21041 Saddleback Circle Parked Colorado801M PROVIDED 1ANSI COMPLIANT Telephone. 720.218.1154 SERVICE SINK PROVIDED 1 Contact: Michael Harvey Email: mharveype@comcastnet ELECTRICAL ENGINEER: Hutchinson-Papesh Engineering Corp. 13986 Wast Bowles Avenue, Suite 102 Mean, Coloredo 80217 Telephone: 303.973.9779 Contact: Brent Papesh Email: brent@hutchengineeringucom STRUCTURAL ENGINEER: Paramount Engineering, Inc 200 Union Blvd. Lakewood, Colorado 80228 Telephone: 303.202.8475 Contact: Paul F. Dalkon Email. pammountengmeering@comcast. net GENERAL CONDITIONS CONSTRUCTION DOCUMENT APPROVAL APPROVAL APPLIES TO ALL SHEETS LISTED IN THE DRAWING INDEX. USE OF THESE PLANS AND DOCUMENTS FOR MATERIALS ORDERING AND CONSTRUCTION REQUIRE APPROVAL BY OWNER AND TENANT. Construction work shall not proceed until Ne Owner and Tenant have given their approval to Nese construction documents. The Contractor shall he responsible for confirming that the Owner and the Tenant have approved Nese construction documents ata far advising Ne Designer of any uestei noisionsb the Owner and Tenant The contractor shall be solei responsible for an work edormed wfhout the Owner's/ Tenants es v v approval aed Geon tl Approval ncethea of Ne co documents for content, sby edier shall lbeing ary ne ces ns, usen work all dimensions and sp m nt a In scope of work and all,inied and spacial requirements by either party as being necessary N their operations, use of space for furnishings equipment Installation, finished appearance and any agreements between the OwneraM Tenant. Commuctbn sadder initiation of construction authorized by the Owner from Nese oansuudlon documents, shall be Interpreted by the Designer as approval in full d Nese construction documents by both the Owner and Tenant. APPROVED: Authorized Signature Only OWNER: DATE: TENANT/CLIENT: DATE: �Qvo 8 E m <_ o S m o m an rnaro m an on co L U .. m U ' N 36 U Z9 C U m m U CD L 0 0 V. H M co O M ADO Of<ZO FI—% 1.0 ARCHITECTURAL WORKING DRAWINGS SCOPE & INTENT 1.1 Working Intent 1.1.1 Definition Architectural Working Drawings consist of Mase Project Plans and Detailed Drawings, General and Keyed Notes, Schedules and Legends demuffet ea of the Project scope of architectural work and such supplemental information and clarifications to the Architectural Working Drawings as may be prepared by the Architect. 1.1.2 Intent These Architectural Working Drawings are intended to ONLY DESCRIBE THE GENERAL SCOPE AND FINISHED APPEARANCE OF THE PROPOSED PROJECT ARCHITECTURAL WORK. 1.1.3 Not Included or Intended These Architectural Construction Documents are NOT intended to provide exhaustive or specific dethil, or to instruct the Contractor in the details, or standard methods or practices of his trade. RE: Interpretation or Clarification of Pmjed Construction Documents (Paragraph 1.6). 1.1.4 Basis for Bre Scope of Work The Scope of arcM1hectural work described in these Architectural Commission Documents and Plans (the Project) is based upon: Approved Project Space Plan and descriptive Space Plan design notes, Architects understanding of Me Project requirements, Base Building Owner's requirements, Base Building and Project as -built information, Readily visible existing architectural conditions RE Existing Architectural Conditions (Paragraph 1.3). Governing Building Codes, and ANSI (American National Standards) Accessible and Usable Buildings and Facilities. 1.2 Building Code and Americans National Standard Institute (ANSI) Compliance These Architectural Working Drawings only represent the Architect's understanding entire governing Building Codes. Final interpretation of governing Building Codes and regulations are subject to Me binding interpretation of Building and Fire Department Officials having authority. Therefore, PRIOR to commencing with Project work, the Contractor SHALL ADVISE AND PROVIDE the Architect with copies of ALL PROJECT CODE COMPLIANCE PLAN REVIEW COMMENTS from governing officials for any requiretl inclusion in the Project Architectural Working Drawings by the Architect. 1.3 Existing Architectural Conditions Exiling architectural conditions and Improvements shown on these Architectural Working Drawings are based upon information provided to Me Architect by the Building Owner and have NOT been verified by the Architect beyond observation of readily visible existing conditions. ACTUAL EXISTING CONDITIONS AND IMPROVEMENTS MAY VARY FROM THOSE SHOWN ON THE PROJECT PLANS. RE: Section 3.0, Contractor Responsibilities 1.4 Hazardous Materiels NO environmental survey was conducted by the Architect nor has Me presence of asbestos or hazardous materials been made known or provided to the Architect. As the project is located within an existing building, such material may be present and their removal or containment shall be In accordance with Wyoming Building Codes and environmental regulations. 1.4.1 SMM Certified Asbestos Inspection Prior to commencement of any demolition work, including floor covering removal, the General Contractor shall obtain from the State Certified Asbestos Inspector, approved by the Building Owner, a statement to the effect that the Inspector has determined that demolition of the spam will not disturb building materials that contain asbestos, as defined by the following: U.S. Environmental Protection Agency, U.S. Occupational Safety and Health Administration, and the Stale of Colorado. RE'. Section 40, Architectural Demolition. 1.4.2 Project Materials No materials containing any amount of asbestos are to be used in the performance of Work, including, but not limited to, amestiform fiber structure varieties of chrysotile, anumate (mmmintonse-gmnerite), crocidolite, anthophylide, tremolite, and actinolite antllor "magnesium silicates" as stamped in the product Material Safety Data Sheets. Upon completion of the work and prior to a request for final payment, the Contractor shall provide a signed affidavit stating that no asbestos has been Introduced into the building by the Contractor, it's sub -contractors or suppliers during the performance of the Work. 1.5 Project Bid Format and Contractor Bid 1.5.1 Bid Format Projed bids shall be submitted in the CSI Mader Formal Bid Outline, except as may otherwise be approved or directed by the Project party contracting; with Me Contractor for work on the Project. 1.5.2 Contractor Responsibility PRIOR TO BID SUBMITTAL, the General Contractor shall be RESPONSIBLE for familianang himself with the following: Review of these Amhkectural Working Drawings, Existing Projed conditions, Any Building / Suite Standards RE: Section 2.0, Defenses, Clarification or interpretation of the Project Architectural Working Drawings by Me Archtted, RE: Paragraph 1.6, Interpretation or Clarification of Architectural Working Drawings, Building Rules for work within the Building, Project Access and Hours of Operation RE: Paragraph 1.5.3, Governing codes and regulations and Determining the availability of specified materials required for a complete project. 1.5.3 Building Rules, Project Access and Hours of Operation PRIOR to bid submittal and construction, the Contractor shall coordinate wren the Project Party contracting with the Contractor for Me Project Work to determine and subsequently comply with the Project constrection requirements governed by the general Building Rules and Regulations, access to Me Project and miss related to Pmjed amass, combustion operations, hours of construction operations, protection of property and occupants, and disruption to Me building occupants. 1.5.4 Bid submittal Line item Contingency The Contractor shall coordinate with Building Management for any contingency inclusion in the final bid for Tenant improvements and related work not provided for on Me Plan. 1.6 Interpretation or Clarification of Architectural Working Drawings Interpretation or perfection of these Architectural Working Drawings may ONLY be made by the Architect upon the Contractor's written request to the Architect followed by Architect's written response PRIOR to the Contractor accomplishing the work in question. The Contractor shall be SOLELY RESPONSIBLE for any assumptions made without written clarification from Me Archhed. Any assumptions made without written interpretation or clarification by the Architect may result in the mission ofMe work in question. 1.0 ARCHITECTURAL WORKING DRAWINGS SCOPE & INTENT (continued) 1.7 Project Engineering Working Drawings 1.7.1 General Kieding Office Architects are NOT licensed engineers. These Architectural Working Drawings are NOT INTENDED to imply, in any manner, the design of engineered systems. All Engineering Working Drawings prepared for the Project have been independently accomplished by others. 1.7.2 Architectural and Engineering Working Drawings Insofar, as Me Architectural and Engineering Working Drawings have been independently prepared, the Contractor shall be RESPONSIBLE for advising the Architect in writing of any apparent discrepancies between the two documents PRIOR TO BID SUBMITTAL. RE: Section 1.6, Interpretation or Clarification of Project Architectural working Drawings. 1.7.3 Design -Build Engineering Any Design Build Engineering required for the Project shall be APPROVED by the Project Party connecting with the Contractors for Project work. All such Design -Build Engineering shall only be accomplished by qualified engineers, licensed to pectica in the governing junstliction. 1.7.4 Issue and Distribution of Architectural and Engineering Working Drawings The General Contractor SHALL NOT ISSUE Engineering Working Drawings, whole or In pad, separate from the Architectural Working Drawings, whole or in pad. 2.0 DEFINITIONS 2.0.1 Building Standards "BUILDING STANDARD(S)" shall mean Me Building Owner's preselected or approved materials, products and methods of construction. 2.0.2 Suite Standards "SUITE STANDARD(S)" shall mean the existing materials, products and methods of construction in the existing Pmjed Suite to be matched as noted in Me Pmjed Construction Documents. 3.0 CONTRACTOR RESPONSIBILITIES 3.1 Contractor Use of Project Architectural Working Drawings The Contractors use of these Architectural Working Drawings for other than cost estimating is expressly conditional on signed approval of these Architectural Working Drawings by the Project Parry contracting with the Contractor for Project work, and issuance of a Building Permit by the Governing Authority. 3.2 Contractor Acceptance of Project Architectural Working Drawings Use of these Architectural Working Drawings by the Conimdor for other than cost estimating shall be considered acceptance of these Architectural Working Drawings, plans, details, scheduled products and assemblies, keyed and general notes in full. RE: Section 1.6, Interpretation or Clarification of Project Architectural Working Drawings. 3.3 Code Compliance All Project materials, products and workmanship shall comply with governing Building Codes, regulations and ANSI requirements, as a minimum standard. The Contractor shall promptly provide the Architect with all copies of Code Official building permit plan review comments and/or on-site Code requirements identified by the Building Code Inspector prior to accomplishing work on the Project. RE: Sectioni 2, Building Code and American National Standard Institute (ANSI) Compliance. 3.4 Contractor Submittals 3.4.1 Architectural Working Drawings Approved Contractor architectural shop drawings, including millwork shop drawings and installation drawings and specifications shall be considered and defined as Architectural Working Drawings for the purposes of these General Notes. 3A.2 Contractor Responsibilities PRIOR to entering or the fabrication of products or fabrication of assemblies requiring submittal antl approvals, Me Contractor shall be responsible for submitting all required, or otherwise requested, product information, samples antl shop drawings to the Architect. Such submittals shall be received by the Architect in sufficient time for Architectural review and approval by Me Project Party contracting with the Contractor for Pmjed work. Unapproved products or shop drawings may result in the rejection of the work in question. RE: Paragraph 3.4.3, Required Submittals 3A.3 Required Submittals Unless otherwise noted or directed by the Project Party contracting with Me Contractor for Project work, the Contractor shall provide Me Architect with: The Project construction budget or bid, Project construction schedule and The Contractors list of proposed Sub -contractors. Unless otherwise noted or directed by Me Project Party contracting with Me Contractor for Projed work, the Contractor shall provide Me Architect with (3) sets of Product and/or material literature and one (1) reproducible or electronically printable set of shop or installation drawings for the following submittals: Value Engineering Proposals Material or Product Substitutions proposals complete with specifications, details and product information and mat comparisons. Shop drawings for any custom fabricated work. Custom details not specifically described in Me Architectural Working Drawings. Requested finish material, product samples and manufacturers literature. Architectural products and accesmdes (lighting fixtures, door assemblies, hardware, appliances, restroom apcessenes, etc.). Carpet act die installation plans for the Project. 3.5 Dimensioning and Contractor Field Verification of Existing Conditions 3.5.1 Dimensioned Plans and Details Except as noted or shown otherwise, all dimensions shown on these Architectural Working Drawings are to Me fnished face. THE CONTRACTOR SHALL NOT SCALE THE PROJECT DRAWINGS 3.5.2 Field Verification and Notgication of Plan Discrepancies The Contractor shall be responsible for field verifying existing dimensions, including existing real property improvements and conditions to remain or otherwise affecting the proposed work. The Contractor shall advise the Architect in wilting of any discrepancies between the field conditions and dimensions and these Architectural Working Drawings for written direction by the Architect. 3.0 CONTRACTOR RESPONSIBILITIES (continued) 3.6 Existing Conditions, Change Orders and Bid Contingency Allowance 3.6.1 Change Others for Existing Conditions No Change Orders, for additional project cost, will be approved for readily visible conditions that require repair or replacement, resulting from the Contractors failure to Field Verity such existing conditions. 3.6.2 Bid Contingency Allowance The Contractor shall coordinate with Building Management for any contingency Inclusion In the final bid for Tenant Improvements and related work not provided for on Me Plan. Notice d existing concealed conditions requiring additional work shall be submitted PRIOR to accomplishing the work for review by Me Architect and approval by the Project Party contracting with the Contractor for Project work. 3.7 Project Schedule The Contractor shall Its responsible for determining, maintaining, adhering to and advising all affected part'ma of the Project Schedule progress on a weekly basis as minimum. The Contractor shall promptly notify all affected Project Parties of considerations or restraints affecting Me Project Schedule. The Contractor shall determine and advise all Parties of any product or fabrication long lead times and submit order and delivery confirmations in a timely manner as determined and required by the Architect and/or the Project Party contracting with the Contractor for the Project work. 3.8 Project Workmanship In performing work on the Project, the Contractor shall only use moment mechanics skilled in their trade and the specified products, or manufacturers cerfified mechanics when required by Me protluct manufacturers wanantere. 3.9 Full and Complete Project, Acceptance and Certificate of Occupancy The Contractor shall provide for all necessary work, equipment and materials necessary to provide a full and complete Project described in the Project Architectural and Engineering Working Drawings. Such work shall be as required for Project acceptance by Me Pmjed Patty barrel with the Contractor for Pmjed work and as required for issuance of a CeriRmare of Occupancy by the governing Code Jurisdiction. 3.10 Contractor Warranties Unless contractually required otherwise, all workmanship, products antl materials within the scope of these Architectural Working Drawings shall be warranted by the Contractor far a minimum period of one calendar year following written acceptance of the completed Projed by the Project Party contracting with the Contractor for the Project work, our for the product warrantee period, whichever is longer. 4.0 ARCHITECTURAL DEMOLITION 4.1 Scope of Work RE: Architectural Working Drawings, Architectural Floor and Reflected Ceiling Demolition Plans andfor information, Notes and Engineering Working Drawings. 4.1.1 Field Verification, Confirmation and Coordination of Demolition Work Based upon the amps of the proposed real property Improvements described in these Architectural Working Drawings and the Project Engineenng Working Drawings, Me Contractor shall field verify existing conditions, condiions and confirm Me scope, schedule and execution d demolition work, Including but not limited to Me hours of operation, fresh dumpsor locations, use of the Building elevators) (if applicable) and the Building Rules regarding demolition activities with Me Building Owner and/or the Projed Party mdracting with the Contractor for the Projed work, if other than the Building Owner. 4.1.2 Building Rules and Demolition Requirements The Scope of Architectural Demolition Work shall include all architectural demolition work, as well as, all salvage and removal of debris in strict conformance with Me Building Owner's Rules and other such requirements for Demolition Work In the Building. 4.1.3 Scheduling and Combination of Demolition Work For existing buildings or Projects which remain partially occupied, demolition and remodeling work shall be in accordance with a mutually agreed upon schedule between Contractor, the Building Owner and other such Parties as may be directly affected by the Contractor's Demoioon Work. Disruptive or potentially hazardous construction activities shall be coordinated with the Building Owner to occur before or ager normal business boom, m as to minimize disturbance to Building Occupants. 4.1.4 Project Access The Contractor shall provide for unobstructed and safe passage d personnel and general public to and from the Project and all occupied portions of the building. 4.1.5 Protection of Existing Real Property Improvements The Contractor shall prated all existing Pmjed improvements to remain, to be reused or m be otherwise salvaged In addition, the Contractor shall maintain and protect all areas, outside the designated Project Work Area team wear, damage, fling and debris including measures safety barriers and barriers to mutein the spread of dust and fumes out of the Work Area. The Contractor shall repair any damage to existing work 0 remain or any other portion of the Building caused by the demolition activities or by his subcontractors at no additional cost to the Project, Tenant or Building Owner. 4.1.6 Project and Building Life Safety Devices The Conimdor shall protect existing smoke detectore and other fire alarm devices from dust damage and disconnection at all times during demolition and subsequent construction. Protection shall be removed and the fire protection systems fully activated during periods when space is net occupied and when construction is not in progress. 4.2 Architectural Elements and Materials Remove such doom assemblies, door hartlware, glazing assemblies, millwork and other architectural products noted or shown on Me Project Plans or shown on Me Architectural Working Drawings for reuse, salvage or disposal. Architectural elements shall be removed back to structure. If such removal is impractical according to Building Owner and approved by the Project Party contracting with the Contractor for Pmjed work, 0 other Man the Building Owner, then such elements shall be removed to the extent Mat patching and /or new work will conceal part of the element to remain. 4.2.1 Architectural Material Rause The Contractor shall field verify the Pool servirsabllity or governing Code compliance of all materials and products to remain or be reused on Me Projed. The Contractor shall advise the Architect in writing PRIOR to Bid Submittal and construction of any such reused products or material found (a be unusable OR more expensive to reuse than to replace with new, for review and written direction from the Architect antllor the Project Party contracting with Me Contractor for the Project work. Except as may otherwise be noted, any existing Products, assemblies and materials to remain or be reused for Me Pmjed shall be repaired or refurbished to provide "like new' appearance and function as approved by Me Pmjed Party contracting with the Contractor for the Project work. 4.0 ARCHITECTURAL DEMOLITION (continued) 4.2 Architectural Elements and Materials (continued) 4.2.2 Salvageable Materials and Products Unless otherwise approved by the Building Owner, ALL Salvageable Materials and Products removed during Demolition shall remain the property of the Building Owner for disposition by the Contractor as directed by the Builtling Owner. 4.2.3 Ceiling Demolition Work RE: Section 4.3, Electrical and Mechanical Demolition We* For previously Improved spaces, remove any existing telling elements as noted or shown m be demolished on Me Architectural Reflected Ceiling Plan. Remove or otherwise protect eximng architectural callings add telling assemblies and fixtures to remain from damage. Protect all lighting fixtures remaining in place as required from damage during demolition and subsequent construction. Remove any debits, abandoned cabling and wiring, and unused, combustible or hazardous materials above the ceiling in compliance with governing Codes and regulations. 4.2.4 Demolition and Removal of Hazardous Materials Defection, tlemolition, removal and disposal of any asbestos or membrane materials shall be accomplished by licensed or cragged Contractors in strict accordance with governing Ideal, state and Federal laws and regulations. RE: Section 1.4, Hazardous Materials 4.2.5 Architectural Material Demolition Disposal and Recycling RE. 424 Demolition and Removal of Hazardous Materials. Except as otherwise noted, all materials NOT shown or noted for reuse or crystals, alongwith demolition rubbish and debris shall bepromptlyremoved from the Project and disposed of in compliance with governing local, state and EPA laws and regulations. Except as otherwise directed b the Building Owner section the Project Pad p 9 contractinguo with the Contractor for the Project we*, the Contractor shall disposal a minimum of fifty for re percent of the demolition materials scheduled for tlisposal hour the land fill for recycling purposes. 4.2.6 Demolition Cleanup Contractor shall provide for Me removal d most, debris and demolition material and provide broom deaning daily. 4.2.7 Completion of Demolition Work Demolition work shall be deemed complete when all materials, debits and salvageable materials are removed or all and the Project areas cleaned In preparation for new architectural and engineering real property improvements. In addition, General Contractor is responsible for patching and preparation of any disrupted walls, floors and ceilings as required for receiving finish after demolition. Upon completion of demolition work, remove tools, equipment and mediated materials from site. Leave interior areas broom clean. 4.3 Electrical and Mechanical Demolition Work RE: Project Elecbicel act Mechanical Engineering Documents. 4.3.1 Electrical and Mechanical Demolition PRIOR TO DEMOLITION, the Contractor shall roominess with the Building Owner to determine if existing electrical, voice and data service Is servicing the Project space or other tenant occupancies. Except as otherwise noted by the Project Engineering Working Drawings or unless serving other occupants of the building or other portions of the Building outside of the scope of the Project electrical and mechanical elements scheduled for demolition shall be removed back to the nearest junction box, panel, pipe, dud, etc. to assure no conflict with new work. All work relatetl to electrical, communications /data and mechanical elements to be shut off, disconnected or capped outside of the Project or affecting compete of the Building shall be mordinatetl with Building Chief Engineer (if applicable) or Me Building Owner for approval. 4.3.2 Electrical and Mechanical Life Safety Systems Contractor shall determine which, 9any, vendors or sub -contractors am approved by the Building Owner for work on fire suppression systems (if applicable) and life safely systems such as fire alarms and smoke detection. Any such vendors or sub -contractors shall be doubled for the respective speciality. All work and any demolition affecting Mese systems shall be scheduled and coordinated and approved by Me Building Owner. 5.0 DRYWALL FRAMING & CONSTRUCTION 5.1 General 5.1.1 Dimensioning Definitions 'Align': Means the transition between new and existing finished surface shall be flush. 'Hold or'CrMcal': Means that the clear dimension is crificel and must be end. Verify' or'As Required': Means Me dimension must be Perform with Me Architect or path noted, if other than the Architect, poor to layout, construction or fabrication. 5.1.5 Gypsum Board All new gypsum board shall be damaged free of any hazardous material. RE: Section 1.4, Hazardous Material. New gypsum board shall be small and kept dry through Me Projed work. Gypsum hoard with any amount of mold growth shall be promptly removed from the Project. Gypsum board shall be secured to metol studs with screws per the manufactures recommendations OR Code l UL requirements, whichever is most restrictive for Me partition type application. Drywall tape, joint compound and accessones shall he as recommended by the gypsum owed manufacturer. 5.2 New Partition Layout and Site Review The Contractor shall layout ("chalk') the partition locations as provided for can Me Project Architectural Dimension Plan. Prior to framing, the Contractor shall notify the Architect of any discrepancies between the Dimension Plan and measurements in the field for required Plan darification. The Contractor shall coordinate with the Architect andfor the Project Party contracting with the Contractor for the Project work to schedule a Site Review antl approval of the "chalked" partition layout by the Project Party contracting with the Contractor for the Project work PRIOR to framing the partitions. 5.3 Existing Drywall Partitions Repair any damage to existing drywall to provide a "like new finished appearance s approved by Me Project Party contracting with the Contractor for Project word. Match and blend all new drywall paditions to existing drywall finished surfaces to remain. 5.0 DRYWALL FRAMING & CONSTRUCTION (continued) 5.4 Fire -rated Partitions Fire -rated partitions shall comply with the Code required or otherwise specified fire -rated construction as specified by Me most current and ns of Me Gypsum Association, Fire Resistance Design Manual, OR the Underwriters Laboratory Inc., Fire Resistance Directory. 5.5 New Drywall Partitions 5.5.1 General Except as noted otherwise, all new dry mil partitions shall be true and plumb. New partition construction shall be In strict compliance with governing Codes, including lateral support. New paditions shall comply with the code required or otherwise apeamed construction as specified by the most current a inion of the Gypsum Association. 5.5.2 Lateral Bracing For all full height drywall partitions, less than floor to structure, provide and install diagonal metal stud cross -bracing at B'-0" on center (max.) to structure with slip joints as specified at structure. Unless noted otherwise, assume a 2-112" slip joint for partitions on grade or located in single story buildings, and a minimum of 1-112" slip joint at structure for other Project locations. 5.5.5 New Partitions at Exterior Window Mullions New painters terminating with window mullions shall be centered on the window mullion except where otherwise noted on the Dimension Plan. DO NOT MECHANICALLY FASTEN the drywall partition to the window mullion, double faced foam tape shall be applied at the drywall connection to Me window mullion from sill to the window head. 5.5.6 New Partitions at Heating Convectors At Interior spaces with exterior wall baseboard heating or unit convection complaint by drywall partitions,e i Contractor shall the provide and install a Code baseboard or convector theIntersectionof the Building partition and the baseboaN heating or convector as approved by the Building Owner. 5.2.7 Acoustical Partitions Provide and install effacetl full batt, therafiber, friction fit acoustical insulation full height between studs for all acoustical partitions. For less than floor to structure partitions provide and install non-combustible, faced, plenum rated acoustical bad Insulation for any acoustical paditions noted to receive above ceiling lay -over insulation or any attendee exposed above calling acoustical Insulation. 5.6 LEVEL 4, Drywall Finishing Except as otherwise noted in Mesa Architectural Working Drawings, drywall finishing shall be a LEVEL 4 gypsum armed finish for all visible drywall surfaces as follows: Tape all dryeall joints and interior corners as recommended by drywall manufacturer and embedded in three (3) coats of drywall joint compound and wiped with a joint knife, leaving a thin coat of compound over the tape. Provide and install beaded metal trim at all corners and drywall terminations U mold trim will be rejected). finish with three (3) coats of drywall compound and sand between coats. Fully conceal all joints, accessories, fasteners, tape and compound from any inegulanties, tool marks or excess compound to provide a smooth, even finished drywall surface. LEVEL 5 finish required for wallcovenng, tlry erase paint or either applied finishes (per manufactures Installation requirements). 5.7 LEVEL 3, Drywall Finishing As may be noted in these Architectural Working Drawing or as approved by the Project Party contracting with the Central for Project work, drywall finish for surfaces above ceiling areas and where approved for Warehouse or areas not subject to public view may receive a LEVEL 3 drywall finish. Drywall Finish LEVEL 3 shall be similar to Level with two mats of drywall compound finished smooth and fixe drool marks and ridges. 5.8 LEVEL 2, Drywall Finishing Below Tile or Stone Applications As may be noted in these Architectural WorkingDrawing or as approved b the 9 PPa Projed Party t gypsum with the Contractor for Project work, rami II finish far to water resistant gypsum boomEVE or for other substrates below ceramicthe or alone finishes may receive a LEVEL 2 drywall finish similar M Level 3 Finish. LEVEL 2 finish drywall joints shall be taped. Finish all joints, angles, fastener heads and accessones with one (1) curt of drywall compound. Drywall surface shall be free of all excess joint compound. Tool and ridges are acceptable. 5.9 Drywall Expansion, Control and Slip Joints A) Extended Length Partitions: Provide and Install drywall paNtion expansion joints not more Man every thirty feet of uninterrupted length of drywall pandering, whether specifically noted on Me Project plans or not. B) Concrete Floor Slab Expansion Joints: Discontinuous framing and beaded metal drywall control joints shall be provided and Installed at all concrete floor slab expansion joints, whether specifically nater! on Me Project plans or not. C) Floor to Structure Drywall Padden Slip Joints: In other than slabon-grade Projects with expansive soil conditions or single story buildings subject to snow lead structural defiection, provide and install 1-112" minimum'defledion' slip joints at structure for all floor to structure paditions. RE! Section 5.10, On -grade Projects with Expansive Solls 5.10 On -grade Projects with Expansive Solis A) Slip and Control Joints: For concrete fiber slabs on grade over expansive sills, provide and install drywall slip and pound joints at Me following conditions Building expansion joints, Concrete floor control joints, Building core, structural columns and exterior wall connections, Both sides of interior door and window Names, and Suspended spKts and fascias. B) Partitions less than Floor to Structure : RE: Pmjed Partition Schedule, All paditions less Man floor to structure in height shall be 6" minimum in height above abutting suspended ceilings. C) Floor to Structure Partitions: Full height drywall paNtion from floor m structure shall be provided with a 2-1/2" slip joint (minimum) for partitions on grade or located in single story builtlings. Projects located dirmly on expansive soils shall be provided with partition slip joints or as may be otherwise required by the Building design Soils or Structural Engineer. In NO instance shall construction provisions be made for less than a 2-1/2" floor slab or structural movement. D) Drywall Furring'. Unless noted otherwise, exterior and interior structure and core wall furring shall hold all furred framing and drywall 4" above finished ground floor level. (CONTINUED) C)D 't E in O I o S m O m H 10 m y 0 es es L m U ' m m U c Z9 0 m m U CD J. 0 H M M O O _M EGD OfaZO LL W W;O FI.- LL Z -7Q W2O UC0FJp A caIcj�MU W 2.JW0 V V F �Of n li I\ LLWr w do Wharf A,0, U m Bo, c ONk0 ung s N N w 2 O J Q K � 2 � 0 5.0 DRYWALL FRAMING & CONSTRUCTION (continued) 5.10 On -grade Projects with Expansive Soils (continued) E) INAC Distribution and Plenum Return Air Openings: Provide formed drywall openings for HVAC distribution and plenum return air flow as required by the Project Mechanical Engineer in fiber to structure partitions such that the framed opening allows for a minimum of 2-112" vertical drywall partition movement. F) Suspended callings: DO NOT attach suspended ceilings to any drywall padition, interior or exterior furred core of exterior walls or structure. 5.11 Blocking for Wall Mounted Accessories and Millwork All blocking required for millwork and support of wall mounted accessories, including wall mounted door stops, shall be non-combustible slid wood blocking, except as may be otherwise approved by the governing Code Official in writing. ALTERNATIVELY 16 gauge metal sheets may be substituted for non-combustible solid wood blocking where prohibited or promise impractical. 5.12 Drywall Furring 5.12.1 General Drywall Tuning shall be as noted in these Architectural Working Drawings. RE: Project Archkectura. Plans and Notes. Section 5.Ie Orugrade Projects with Expansive Soils. All new drywall turning shall ur Vee and plumb with sial/bdrywall finishes to match and blend with existing drywall surfaces. mwilProvide and iteral. beetled metal trim at all comers and l match dry (J-metalMmwig a rejected). Drywall fartingand finishes shag malts . RE:. padition quarry and finish requirements coon. bed in Mese General Notes. RE: Section 5.0, Drywall Framing and Construction. 5.12.2 Drywall Furring at Exterior Walls Provide and Install new vapor b emer and rigid Meanal insu.abon to match existing in Building or as otherwise required by Code and at exterior building wall drywall farting as approved by the Building Owner. 5.13 Drywall Partition Schedule Note: Contractor to verify existing wall thicknesses, and to match, unless otherwise noted. Existing Partition Demolition Partition Standard Interior Partition RE. Wall Details on Sheet A0.5 in this set of drawings 5.0 DRYWALL FRAMING & CONSTRUCTION (continued) 5.14 Drywall Ceilings, Fascias and Soffits Except as otherwise noted, drywall ceilings, fascias and soMts shall be 518" drywall named or suspended and installed as recommended by the drywall manufacturer for specific application. Framing, detailing and drywall application shall be per the design standards established by the United States Gypsum company and, for any fire rated construction, Me UL Fire Resistance Directory. All drywall joints, outside corners and exposed drywall terminations shall be LEVEL 5 drywall finish with beaded metal Mm to match and blend to the finished drywall surface. RE'. Section 5$ LEVEL 5, Drywall Finishing. Section 59, Drywall ExpansionControl and Slip Joints. Section 5.10, On -grade Projects with Expansive Soils. 5.14.1 New Drywall Abutting Existing Drywall Ceilings, Fasclas and soffits New drywall ceilings, fascias and sof rs abutting existing drywall in the same plane shall be flush with no visible joints, except as otherwise required for slip, control or expansions joints. 5.14.2 New Drywall Abutting Now Drywall Ceilings, Fascias and Soaks All drywall fascias shall be true and plumb and drywall soffits and ceilings shall be level with no visible Imperfections or joints except as otherwise required for slip, control or expansions pints. 5.14.3 Drywall Ceiling Access Panels, Mechanical Devices and Lighting Fixtures Drywall ceiling access panels, mechanical devices and lighting fixtures shall ONLY barmitted where specifically cificall located on the Project Architectural and/or Pe Engineering Working Drawings. In the event that Me access panel, mechanical devices and lighting fixture locations are not clearly pennetl or otherwise in conflict with the other drywall ceiling elements or lighting fixtures, the Contractor shall be responsible for wordinating the location and layout of such drywall ceiling elements with Me Architect PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. Drywall ceiling access panels, mechanical devices and Iighbng fixtures shall be Installed In compliance with Me manufactures s recommandafions. Drywall ceiling access panels shall be installed gush with the finished drywall ceiling in such a manner a to minimize the finished appearance of Me access panel. 5.14.3 Drywall Gelling Fire Protection Sprinkler Heads Except as may otherwise be approved by Me Project Party contracting with Me Contractor for Me Project work, the Contractor shall install approved lowered fire protection sprinkler heads in drywall ceilings in compliance with governing Codes and located in coordination with the other drywall ceiling elements and lighting fixtures. 6.0 DOORS, DOOR and INTERIOR WINDOW FRAMES 6.1 General Unless specially detailed otherwise, dimensions given for new doom, door and window names are nominal dimensions, only. The Contractor shall take Into consideration frame tolerances, ceiling clearances and door undercut requirements and deduct from the given nominal dimensions PRIOR TO PRODUCT ORDERING OR FABRICATION. 6.2 New Door, Door and Interior Window Frame Submittal 6.2.1 New Manufactured Doors and Door Fremes The Contractor shall submit a door, door and Interior window freme schedule who manufactures s product information, door and window forme profile samples and finish samples to the Architect for review and approval by Me Project Patty contracting with the Contractor for Me Project work PRIOR TO ORDERING. 6.2.2 New Custom Doom and Door Frames Where Custom dears, door and interior window frames are noted or specified on Me Architectural Working Drawings, the Contractor shall submit a custom door, door and window frame schedule, shop drawings, door and interior wintlow tome prefile samples and finish samples to the Architect for review and approval by Me Project Party contracting with the Contractor for the Project work PRIOR TO ORDERING. 6.3 New Doors 6.3.1 New Non -rated Interior Doom Reference: Partition Plan, Door and Door Frame Schedule. Unless noted otherwise, dears shall be 1-3/4"thick size, solid core, gush wood veneer faced construction free from any scratches, Irregularities or warping, and shall conform to AWI Custom Grade standards as required and appropriate for the specified Pmject hardware as reviewed by the Architect and approved by Me Project Party contracting with the Contractor far the Project work. Except as otherwise noted or specified, new non -rated interior doom shall match Me Building Owner's specified "Building Standard" door or existing 'Suite Standard" doors to remain in existing Project spaces being remodeled. 6.3.2 New Fire -rated Interior Doors Reference: Padition Plan, Door and Door Frame Schedule. All specified fire rated door and doorframe assemblies shall bear the required UL rating label attached to door and door frame. Any modification to UL labeled fire -rated doors and frames shall be accomplished by an certified UL shop. Except as otherwise noted or specified, new rated interior tloors shall match the finished appearance of Building Owners specified! "Building Standard' door or, if noted, existing "Suite Standard" doom to remain in existing Pmject spaces being remodeled. 6.4 New Door and Interior Window Frames RE: Partition Plan, Door and Door Frame Schedule. 6.4.1 General Except as notetl otherwise, door fomes shall match Me Building Owners specified Building Standard size, construction, material and finish for door and lobster window frames or, if noted, the existing "Suite Standard' door and interior window frames to remain In existing Project spaces being remodeled. Doorframes shall be as required and appropriate for the specified Project hardware. 6.4.2 Door and Window Frames on Expansive Soil Conditions Door and interior window frames for slab on grade construction over expansive sails shall be painted rigid hollow metal as reviewed by the Architect and approved by the Project Party contracting with the Contractor for the Primed work. RE: Paragraph 5.10, On -grade Projects with Expansive Soils. 6.0 DOORS DOOR and WINDOW FRAMES (continued) 6.5 Existing Doors, Door and Interior Window Frames 6.5.1 Reuse of Existing Doom, Door and Interior Window Frames Prior to bid submittal the Contractor shall determine if any existing doors. door and window frames scheduled for reuse are damaged beyond reasonable and cost effective repair and provide for such existing doom, door and window tames to be replaced with new as approved by the Project Party contracting with the Contractor for the Project work. 6.5.2 Touch-up and Refinishing Existing Doom, Door and Interior Window Frames Any existing or relocated doom, door or window fomes to be used for the Project shall be refurbished as may be required to Provide a"like new" appearance as approved by the Project Parry contracting with the Contractor for the Project work. 6.5.3 Existing Metal Doors and Frames Metal tloom and Names noted or scheduled to he painted shall be thoroughly prepared to eliminate any rough or irregular surfaces and provide a smooth, even surface suitable for Me application of the speel6ed paint. Paint shall be a spray, application or electrostatically applied as approved by Building Owner. Brush or roller application to metallic surfaces shall be rejected. 6.6 Door and Door Frame Installation Except as otherwise noted, the Contractor shall set all new and relocated doom and frames accurately in position, plumbed, aligned, secured and anchored permanent ino opening and Install per manufacturer's recommendations. The ContraP P 9 assume oisting warm and correctrframes doom and remain am plumbed, asrequired,align verify9 assure existing doors and door frames scheduled to remain are plumbed, aligned, secured and anchored permanently and installed per manufacturer's recommendations. Except as otherwise noted our approved by Me Amhkect and/or the Project Parry contracting with the Contractor for Me Project work, door hames located adjacent to a partition or wall shall be installed 4- clear from the consider edge of the door Name to the adjacent partition or wall. All new doors shall be installed to ensure compliance win the current minimum ANSI (American National Standard, Accessible and Useable Buildings and Facilities) Maneuvering Clearances for Manual Swinging Doom: Approach Direction Door Side Clear Dimension (from latch side edge of door) From the front Pull Side 18 inches From Me front Push Side 12 inches 7.0 ARCHITECTURAL DOOR HARDWARE RE: Project Partition Plan, Hardware Schedule. 7.1 General 7.1.1 Building and Surae Standards Except as noted otherwise, architectural door M1artlware style and finish shall he "Building Standard' or "Suite Standard' as approved or selected by the Building Owner provided such hardware Is both ANSI and governing Building Code compliant. RE'. Paragraph 7.1.2, ANSI and Building Code Compliance. 7.1.2 ANSI and Code Compliance A) New hardware. Except as noted otherwise and not otherwise required by governing Codes, all door hardware necessary for new noted tloors shall comply with curer ANSI (American national Standard, Accessible and Usable Buildings and Facilities) requirements with ANSI compliant lever style hardware sets. B) Existing Hardware: Existing door hardware not serving the general public, which is NOT noted for new Pmject doom may not be required to comply with ANSI requirements PROVIDED such existing hardware is specifically approved! by Me governing Building Code Oficial. All other existing non-compliant ANSI hardware shall be replaced as required with new ANSI compliant haNware to match Me specified Project hardware. 7.2 New Architectural Door Hardware and Keying Submittal 7.2.1 New Architectural Door Hardware Submittal Except as directed otherwise by the Building Owner and/or the Project Parry contracting with the Contractor for Me Project work, the Contractor or the Central Hanci Supplier shall submit to the Architect for review and approval by the Project Party contracting with the Contactor for the Pmject we*, a complete hardware schedule in accordance with ASAHC "Architectural Hardware Scheduling Sequence and ForrnaP with product cut sheets and hardware finish samples. This submittal schedule shall include a complete template list far each penetration of wood doors and metal frames. Any request for substitutions in the Project Hartlware Schedule shall be accompanied by catalog cols of items and kem¢ed comparative costs. 7.2.2 Lockset Keying Submittal The Contractor or the Contractors Hardware Supplier shall coordinate with the Building Owner antllor Me Project Party contrai with Me Contractor for the Project work on any specific requirements affecting Me keying of Project lock set hardwaresets. The Contractor or the Contractors Hardware Supplier shall submit a complete keying schedule far all Project lock set hardware sets, for approval by Me Building Owner and/or the Project Party contracting with the Contractor for Me Project work. Unless noted or authorized otherwise, the Contractor shall provide for all locks to be keyed to a 'Building Master', with a minimum of two (2) master and one (11 grand master and a keying schedule being provided M the Building Owner and/or Me Project Party contracting with the Contractor for the Project work. 7.3 New Architectural Door Hardware All doors to or from public areas shall be provided with ANSI compliant lever style hardware sets and delayed action door closers (where requiretl). All doom with closers shall be self stopping with door holtlopen function EXCEPT where such holdopen function Is prohibited by the governing Building Code or noted otherwise. Finish of hardware, including associated screws and bolts, shall be Building Slandard or Suite Standard as noted. Weather-stripping, sound stripping or smoke seals shall be full height of both jambs and full width of head. RE: Project Partition Plan, Hardware Schedule. The Contractor shall Provide all miscellaneous hardware pieces, such as increases, silencers, seals, door stops etc. as required for Me complete Installation and function of specified doom. Prior to ordering the scheduled doers and door homes, the Contractor shall confirm that all hinges, etc, conform to the weight loads and specified saes of the scheduled doom and door frames. For all fire -rated openings, Me Contractor shall provide UL rated hardware In compliance with Me current NFPA Standards including ANSI compliant delayed action door closers and smoke seals. Lolling bardware for fire -rated doom shall allow for egress without keying or special knowledge for exit operation nom Me egress side of the door. 7.0 ARCHITECTURAL DOOR HARDWARE (continued) 7.4 Existing Architectural Door Hardware All existing or mused hardware shall be protected from damage during Project work and refurbished as may be required to provide "like new" function and appearance as approvetl by the Project Party contracting with the Contractor for the Project work. 7.5 Architectural Door Hardware Installation 7.5.1 General Installation of hardware shall be in strict compliance win the hardware Unless noted otherwise, all lever haalsom shall be Installed to match the "Building Standard" or'Sum Standard mounting heights, but always within ANSI wmpllant range (34" min. -46' max). If no standard height Is established, lavenders shall be mounted at 42' AFF to the centedine. Prior to final Project acceptance, the Contractor or Me Hardware Supplier shall inspect and adjust all door closers, locks and/or all items requiring Gose adjustment and/or regulation, and provide all keying in compliance with the approved hardware keying submittal. 7.5.2 Doorstops Except as otherwise noted or provided! far, The Contractor shall provide door stops ter al. tloors. Contractor shallrovide and install non-combustible solid wood or metal blocking 9 below the finished surface the partition all wall mounted door sales Ps or attach the door slop firmly ely to to existing studs. Floor mounted door stops shall be located out of the path of travel, securely anchored to the floor structure and posdoned at 90 degrees to the position of the door in the full open pnition. 7.5.3 Weatherstripping, Soundotripping and Smoke Seals Weather-stripping, sound stripping or smoke seals shall be Installed In compliance with the manufacturers recommendations the full height of both lambs and full width of head with approved thresholds or sills as may be required for the specified door location. 8.0 INTERIOR GLASS & GLAZING 8.1 General RE: Section 6.0. Doors, Door and Interior Window Frames, Project Partition Plan and Keyed Notes, Door and Door Frame Schedule (far any Integral glass sidelights). 8.1.1 Minimum Non -Rated Glass Thickness The glass thickness for all non -rated Interior glass Installed for Me Project shall comply with Me following guidelines as a minimum standard 1/4' Mick glass Maximum glass span of 60' 3/8' Mick glass Maximum glass span of 90" (7'41"). 1/2" Mick glass Maximum glass span of 108" 5/8" Mick glass Maximum glass span of 120" (10'-0'), 8.1.2 Fire -rated Glass: Thickness I maximum site panes Except as otherwise approved by Me Architect and governing Building Code Officials, all fire -rated glass shall be as manufactured by Nippon Electric Glass Co. Ltdand distributed by Tech Glass Products (wwwAreglass.com). 20Fminute fire -rated glass: Fireglass 20, premium gotle 1/4' Mick, 48"x96" maximum size. 45 to 90 minute fire -rated: Former, r, premium grade 3/16" thick, 48"x96" maximum size. Fire+atirg and the maximum size of fire-mred openings shall act exceed the governing Code allowable openings in rated padition construction. For other than glass sidelights installed in 20 -minute UL fire -rated and labeled integral door and forme assemblies, glass openings in one-hour fire rated partitions shall he 45 -minute U.L. tested and labeled assembly in accordance with ASTM E119. 8.1.3 Safety Glass For other than fireratedopenings, tempered or approved! Code compliant laminated safely glass shall be installed for all new or existing glass: Within 24" of a door or adjoining a passageway less than 60" eff, Glass panes that are greater than nine square feet andfor extending lower than 18" above the floor. Laminated safety glass shall consist of two (2) layers of glass, spieffad in ASTM 01038 or 01038. Laminate material shall comply with CPSC 16 CFR 1201, Category I or 11, Safety Glazing Standard and/or ANSI 291.1. 8.1.4 Clear Non -rated Float Glass Except as otherwise noted on drawings, required by the governing Building Codes or recommended by glass manufacturer far applicetion indicated, nominated interior glass shall be Type 1, Class 1, Quality q3 clear float glass. 8.2 Glass Identification Each pane of glass shall bear the manufacturers permanent identification mark designating the type of the glass or glazing material. For other than tempered glass. permanent identification by the manufacturer will not be required, provided to governing Building Code Official approves evidence In writing confirming compliance with Me governing Building Code. Tempered Glass shall be permanently identified by Me glass manufacturers acid etched, sand blasted or otherwise permanently marked in a manner that canner be removed without destroying Me glass. 8.3 Installation 8.3.1 General All glass and glazing shall comply with current standards specified in the Flat Glass Marketing Association "Glazing Manual' and "Sealant Manual". Interior glass and glazing frames and/or glazing channels shall to he as noted. RE: Padition Plan Keyed notes and Project dimensions. Contractor shall field measure all openings prior to fabrication and supply glass in sizes required for glazing openings provided, with edge clearances and tolerances as recommended by glass manufacturer, except as may be noted otherwise. Width of exposed butt or edge joints shall not exceed 1/8". Except as otherwise noted, exposed glass edges at Pull and joints shall be flat ground and sealed. 8.3.2 Sealant Sealant shall conform to ASTM 0420, Grade NS, Class Standards for NT, G, and A uses, and shall have a low modulus with additional capability to withstand an increase or decrease in joint width of 50 percent. Exposed sealant shall be clear, razor trimmed and free of bubbles and other Irregularities. Seffing blocks, spacers and sealant shall be Compatible with surfaces comaded. 8.0 INTERIOR GLASS & GLAZING (continued) 8.3 Installation (continued) 8.3.3 Glass Installation and Cleaning Any snatching of glass will result in rejection of work. All components shall be of size, shape, and hardness recommended by manufacturer for application indicated. The Contractor shall be responsible for thoroughly cleaning all new and existing glass and ensuring that all new and existing glass Is free from any scratches, except as may otherwise be approved by the Project Party contracting with the Contractor for Project work. Clean glazing channels and other framing members to receive glass immediately before glazing. Protect glass form contact with contaminating substances resulting from construction operations, remove any such substances by method approved by glass manufacturer. 9.0 MILLWORK 9.1 General Except as noted otherwise, all Millwork shall be AWI "Custom Gratle", manufactured or fabricated in fall compliance with the most current edition of Architectural Woodwork Institute (AWI),'Quality Standards' RE: Partition Plan Keyed Notes. 9.2 Contractor Millwork Submittals The Contractor shall prepare and submit shop drawings, finish material samples and hardware product cut sheets or samples, profile samples of millwork wall base and trim (if applicable to Me Project) when required for the Project Schedule with sufficient time for Me Architect to review and for approval of the Millwork Submittals by the Project Party contracting with the Contractor for the Project work. Any fsbrication done or millwork purchases ones to approval of Millwork Submittal shall be al Me Contractors risk. Shop Drawings shall show the following: Location of each kern with field verified dimensioned plans and elevations, Large scale sections and details showing location of internal and field joints, Attachment tlevices and plastic laminate or veneer joink, Typical detail treatroents and Components and/or hardware (with specifications and product Information). 9.3 Millwork Fabrication 9.3.1 Fabrication Millwork fabrication shall be in strict compliance with the approved Millwork Submittal including approved shop drawing dimensions and the Iayoutplacement of finishetl veneer joints and grain direction. Failure of Me millwork to comply with approved Millwork Submidal and Shop Drawings may result in the rejection of Me work. 9.3.2 Construction and Finish Materials Except as otherwise noted in these Architectural Working Drawings, casework shall be oveday construction with wood, plastic laminate and Melamine veneer casework being applied over a MDF (medium density fiberboard) substrate. Where recommended by AWI Custom Grade standards wood veneer paneling, wood veneer and plastic laminate veneer casework shall be laminated on both sides, inclutling both sides of cabinet and drawerfronts, as required to central contraction and expansion. Except as otherwise noted in these Architectural Working Drawings, wood veneer exposed edges shall be finished with a matching solid wood trim and banding. Except as otherwise noted, the Interiors for plastic laminate finished casework intones shall be white Melamine and the Intenbrs for wood veneer finished casework shall be black Melamine. Unless noted otherwise, all fasteners shall be countersunk, filled and finished as required to blend with Me finished surface to be invisible. 9.3.3 Heavy-duty Adjustable Shelves 314" thick particleboard painted, plastic laminate and Melamine adjustable shelving may span up to 32', spans 3T to 42- shall bol "thick and spans 42" to 48" shall be 1-114" thick. 9.3.4 Millwork Hardware Except as may be otherwise noted in these Architectural Working Drawings, all millwork hardware shall be heavy-duty with concealed ten -degree se&c.osing hinges with and ANSI compliant cabinet door and drawer pulls. Cabinet dowers shall be provided with heavy-duty, full extension drawer as required for Me size and function of Me drawer (file answer or thirty I utensil answer). Hartlware finishes shall match the Building Standard or Suite Standard architectural hardware finish OR as otherwise approvetl in the Millwork Submi9al. For pricing purposes, unless otherwise approved, specified or required, Me following Millwork Hardware shall apply: Hinges: Stanley, Knape and Vogt or Maple DS-Klip System, 120 degree opening 110 degree sell closing. Door and Drawer Pulls: Stanley, 3' wins pulls #4483 Drawer Glides: File Drawers: Acouride model 4043. Box Drawers: Accuride model 3005. Pencil or utensil Drawers: Accuride model 2006. Grommets: Doug Mocked, Model XG, 3" hole sae, color black. Adjustable Heavy -Duty Standards and Brackets: Knape & Vogt N7-186-187, anochrome finish Standards shall not be spared more than 32' os.. 9.4 Millwork Installation 9.4.1 Field and Equipment I Fixture Verification The Contractor shall be responsible for field verifying and reviewing these Pmject Architectural Working Drawings for all imposed and existing conditions and dimensions applicable to millwork fabrication, Installation, and installation clearances within the Project and delivery to the Project and shall advise the Architect of any discrepancies, goal or design omissions for Me Architect's direction PRIOR TO INITIATING WORK. The Contractor shall be responsible for verifying and confirming all appliances and vending equipment, office equipment, office fixtures, millwork accessories and plumbing fixtures to he instaged or provided by others on the Project. (CONTINUED) C)) up E m Q o m H N a M rp c M U � U ' U n m c Za 0 d U N f7 t 'o J M M M LU W'QLL LLI Lu W0 lLL -- 1-- p 0 U) J 00 O Lu cv) 0 rO00�W 2J W0 LL v I F W Q LLW d° WhaatA,� U m Bb, e D0 ung N`s 9.0 MILLWORK (continued) 9.4 Millwork Installation (continued) 9.4.2 Blocking The Contractor shall provide fire relaNant wood blocking in the partition behind all wall mounted millwork, shelving standards, Cattine s, wall stops, wall mounted equipment, etc., or securely attach the millwork to existing studs as required to provide for a secure installation. 9A.3 Millwork Protection and Cleanup The Contractor shall he responsible Por protecting new and existing millwork to remain on the Project tram damage prior to the acceptance of the completed Project. The Contractor shall be responsible for repairing any damned millwork and for cleaning and finishing all Project millwork m provide a "like new' condition free of any insigularriftes, blemishes and soiling as approved by the Project Party contracting with the Contractor for the Project work. 10.0 ARCHITECTURAL OUTLET LOCATION PLAN Reference'. 1 7. Project Engineering Working Drawings. 10.1 General 10.1.1 Workmanship All electrical materials and workmanship shall be in full compliance with governing Codes and regulations. Except as noted otherwise, mounting heights for new outlets shall be in compliance with current ANSI standards as a minimum. 10.1.2 Approvals Except as noted otherwise, all electrical, telephone and data outlet locations, mounting heights, and Cover plate materialist, cords) and finishes) shall Its as approved by the Project Party contracting with the Contractor for the Project work. 10.1.3 Installation of Engineered "Architectural Devices" The Contractor shall be responsible for Coordinating with the Architect on the location and placement of fire alarm strobe lighting devices and thermostats PRIOR to Installation of such devices. Failure by the Contractor to coordinate and Confirm the location of such devices with the Architect may result in the relocation of such devices at the Contractors expense. 10.2 Architectural Outlet Plan The Outlet Location Plan is Intended ONLY to show the type of outlet, the general placement of new and existing outlets and devices and the outlet mounting height If other flan standard mounting height of electrical, voice / data outlets, card key readers and other such outlets and devises. Reference the Project Electrical Engineering Working Drawings for all other requirements. The Contractor shall be responsible for advising the Architect of any discrepancies between the Project Electrical Working Drawings and the Architectural Outlet Plan and these Architectural Working Drawings. RE: Architectural Outlet Location Plan and Project Electrical Engineering Working Drawings. 10.3 Field Verification Location, mounting height and type of outlet of existing outlets may vary low those shown In the Architectural Outlet Plan. PRIOR to submitting a Project Bid, the Contractor shall be responsible for field verifying the existing outlet locations and types and for advising the Architect of any discrepancies between dee Architectural Outlet Plan and findings In the field. RE: Section 1.3, Existing Architectural Conditions. 10.4 Equipment I Systems Furniture Verification The Contractor shall be responsible for confirming electrical power, voice and data outlets requirements for all appliances, office equipment and other special equipment being provided and installed on the Project. Contractor shall coordinate with the Project furniture installer(s), cabling vendors, and security vendors to determine the location of and requirements for outlets arc junction boxes prior to rough in installation of boxes and conduit. Unless noted or determined otherwise, service to furniture systems being provided and installetl by others are assumed as requiring four credit, eight wire service for a maximum of six (6) workstations. The Contactor shall advise the Architect of any such additional or revised requirements for direction and/or approval PRIOR to accomplishing the work in question. 10.5 Furniture Systems Electrical, Telephone and Data Installation Unless noted on these Architectural Working Drawings or approved othereese by the Project Party contracting with the Contactor for the Project work, the Contactor shall conned and wire all electrical service to the furniture systems with electrical whips as provided by the furniture systems vendorlinstaller as requiretl by the governing Code jurisdiction. 10.6 Outlet and Electrical Device Installation 10.6.1 General Unless noted otherwise, all dimensions shown are tram dee finish face of surfaces to the centerlines of outlets or groups a( outlets Outlets are NOT to be mounted back to back. Separate adjacent outlets shall have not more than three (3) Inches clear between cover plates, unless noted otherwise. Unless noted otherwise as a critical dimension, plan location(s) for wall mounted electrical, telephone and data outlets may vary up to six (6) inches W avoid confilcts with stud locations. Reference the Outlet Location Plan Keyed Notes for all outlets requiring the determination of outlet locations and/or mounting heights by others. 10.6.2 Standard Outlet Mounting Heights New outlets located directly adjacent to existing boxes are to be mounted at a height and orientation which matches the outlets to remain. Outlets NOT located adjacent to existing boxes are to be mounted vertically, with centeriines at eighteen (18") inches above finished floor, unless noted otherwise by the Architect Wall mounted telephone outlet boxes, card key readers, electric cypher lack key pads, thermostats and fire alarm boxes shall be mounted vertically and centered at forty-four (44") for forward reach positions or fortysix (46") for side reach positions above finished floor, unless noted otherwnse by dee Architect. 10.6.3 Floor Mounted Outlets Unless noted otherwise, electrical, telephone and data floor receptacles shall be flush type as spedfied by the Project Electrical Engineer. For other than slab on grade canstruction, such receptacles shall be UL fire -rated as required to me" the required to mainland the floor slab fire separation. 10.6A Floor Penetrations For Other than Slabun4rade Construction A) All floor penetrations shall be Coordinated with the Structural Engineers (if available and predicable) and X-rayed to ensure safe and practical structural and sub -gook Console clearance. B) All floor penetrations shall be fire sealed, whether new or existing, as required to provide the Code required floor fire separation with a UL fisting sealant appropriate for the type and rating of the floor. Floor penetrations 1-1/2' or greater may be sealed with non -shrink grout flush with dee adjacent floor slab. 11.0 ARCHITECTURAL REFLECTED CEILING PLAN Reference: Section 1.7, Project Engineering Constructed Documents. 11.1 Architectural Reflected Ceiling Plan 11.1.1 General The Reflected Ceiling Plan is intended to show the extent of new and existing ceiling materials (Le., grid and tile, painted gypsum board. etc.), and the location of existing and new light fixtures and lighting fixture specification schedule and/or general notes only. Except as may otherwise be noted, all suspended acoustical Ble ceilings and In fixtures shall be Building or Suite Standard Reference: Architectural Reflectetl Ceiling Plan Legend and Key Notes. All Architectural products and Installation shall be In conformance with governing Codes and regulations, as a minimum standard and product manufacturers recommendations. All mechanical and electrical materials arc workmanship shall be in strict compliance with governing Codes and regulations, as a minimum standard. For all other requirements, reference Project Mechanical and Electrical Engineering Working Drawings and approved! Fire Protection Shop Drawings, Including Me location of all offer engineered system calling devices. 11.1.2 HVAC Installation The Contractor shall be responsible for the Coordination and installation of the HVAC engineered Tans and these Architectural Working Drawingsto ensure that 9 P 9 above ceiling clearances required for the ceiling design and specified lighting layout DO NOT conflict. 11.1.3 Fire Protection and LHe Safety The Contractor shall be responsible for coordinating with the Building Owner to determine and use which, 6 any, sub-contractms antllor vendors are approved for the design and work on the Building life inglety detached, alarm and fire suppression systems. Fire protection sprinkler plans, where required shall be provided by the Contractor and prepared by a qualified engineer for the Building Owner's approval and/or me Project Party Contracting with the Contractor for the Project work. 11.2 Field Verification Grid layout and existing lighting and switching locations and quantities may vary from that shown. PRIOR W bid submit Contractor shall field verify the existing ceiling corMilions, above ceiling clearances for light fixtures and other devices, suspended acoustical ceiling grid layout, ceiling lighting locations and switches. The Contractor shall be responsible for advising the ArcM1kect of any discrepancies or conflicts between these Architectural Working Drawings and the Contactors field vedficallon findings. RE: Section 1.3, Existing Architectural Conditions. The contractor shall field verity the existing above ceiling clearances (such as structural elements, HVAC ducts and equipment, fire protection sprinkler lines or electrical, voice and data conduits) with the planned light fixture layout and specifications. The Contractor shall be responsible for advising the Architect of any CONFLICTED light locations or Conditions in a timely manner. 11.3 Contractor Submittal No substitution to the specified or Commensal ense approved PirJect Submittals shall be permitted without written recommendation by the Architect and approval by the Project Party Contracting with the Contractor for the Project work. 11.3.1 New Light Fixture, Lamping and Lighting Control attended The Contractor shall submit a Light Fixture Schedule and Lighting Control Schedule with manufacturers product information for all new non -Building or non -Suite Standard light fixtures and lighting control devices, finish samples and pmtluct'mformation to the Amhisect Por review and approval by the Project Party contracting with the Contractor for the Project work. The Contractors Light Fixture Submittal shall Include lamping for each light type of lighting fixture. Except as otherwise noted or approved by the Project Parry contracting with the Contractor for the Project work, new fluorescent lighting shall match the specified or existing Building Standard wattage and lamp color temperature. 11.3.2 Lamping Submittal for Existing Light Fixtures Lumping or redacting of existing Project fluorescent light fixtures shall be as approved by the Building Owner and the Project Patty contacting with the Contactor for the Project work, if other than the Building Owner. 11.3.3 Suspended Ceiling Submittal The Contractor shall submit product information for all new non -Building or nomSuite Standard suspended ceiling treatments with manufacturers product information, finish and protluct samples to the Architect for review and approval by the Project Party Contracting wide the Contractor for the Project work. 11.3.4 Ceiling mounted Mechanical, Electrical and Lite Safety Devices Unless otherwise directed copies of the Mechanical and Electrical Engineering Submittals for any Non -Building Standard, visible this safety devices and HVAC ceiling mounted fitness, registers or other mechanical devices shall be approval by the Project Party contracting with the Contractor for the Project work. 11.3.5 Fire Protection System Submittal For Pmjecls with new or existing Fire Protection Systems, the Contractor shall coordinate with the Building Owner to determine and use, a subcontractor or vendor which is approved for work in the Building. The Contactor shall submit a copy of the Project fire protection sprinkler layout for approval approved by the Building Owner and the Project Party Contracting with the Contactor for the Frond work, if other than the Building Owner. 11.4 Installation and Scope of Work 11A.1 Suspended Ceiling Grid and Tile New ceiling grid and tile shall be installed level and plumb per manufacturers recommentlations. Unless noted otherwise, New ceiling suspended acoustical file ceiling grid shall match and align with existing ceiling and noted or shown to remain. Replace or mpair any existing ceiling grid or tile that Is damaged, dsColored, scuffed, sailed or otherwise does not match and blend with new Construction in contiguous areas. Group existing tiles of uniform pattern, did, texture and finish In adjacent areas as approved by the Project Party contacting with the Contactor for the Project work. No file shall be painted or refinished in a manner, which affects original manufacturers performance specifications unless noted or approved the Project Party Contracting with dee Contractor for the Project work. NO new or existing screw holes or similar inegulerities will be accepted in existing grid to remain, unless approved by the Building Owner. 11.0 ARCHITECTURAL REFLECTED CEILING PLAN (continued) 11.4 Installation and Scope of Work (continued) 11.4.2 Above Ceiling Work Any materials provided above the ceiling grid must be non-combustible, and NO loose or unfaced insulation shall be Installed in the return air plenum. Reference: Section 4.0 Architectural Demolition. All above ceiling acoustical insulation shall be face and edge wrapped and plenum ratty. All cabling and other such wiring and were management systems shall be suspended from the structure above. NO wiring will be permitted to lay already on the suspended ceiling systems. 11.4.3 Lighting All light fixtures shall be supported directly from structure separate tram the suspended ceiling system. Unless noted otherwise, center all doweri and wall wash fixtures In the acc usi cal file panel shown on the Reflected Ceiling Plan. Install all recessed light fixtures such that the throat of the light fixture is flush with the face of the finished ceiling in a manner that prevents any light leak. 11AA Lighting and Mechanical Controls Except as otherwise noted, all electrical switch and mechanical thermostat mounting heights and cover plate materialist, Colors) and finish(es) shall be Building or Suite Standard. Plan loca6ons(s) for electrical switches may vary up to six (6) inches to avoid conflicts with stud locations. Unless noted otherwise, mount light switches to match Suite Standard mounting height for remodel pejeds, Building Standard where applicable for new projects located In leased space and centered at 48" a.f.f. for all other projects unless otherwise noted. Provide and install a single Cover plate over ganged switches for similar voltages. Group mechanical thermostats and fan switches with electrical switches wherever possible. 12.0 INTERIOR FINISHES 12.1 General RE: Project Finish and Partition Plans. All interior finishes shall be in Compliance with governing codes (par icularly dee Chapter Eight 'Table of Interior Wall and Ceiling Finish Requirements by Occupancy", and regulations and installed gnduding all required surface preparation) in and accordance with manufacturers recommendations. as a minimum standard. and the latest edition of Industry Standards for Installation. 12.2 Wall Base RE: Project Interior Finishes Schedule, General and Keyed Plan Notes. 12.2.1 General Except as noted otherwise, all wall Was shall be Building Standard or to match Suite Standard style and height for remodel projects, 12.2.2 Contractor Wall Base Submittal Contractor shall submit sample(s) of the specified wall base for review by the Architect and approval by the Project Party contracting with the Contractor for Project won, PRIOR m ordering. 12.2.3 Resilient Base Install resilient base on solid backing. Bond tight to wall and floor surfaces. Fit joints tight and vertical. Maintain minimum of 18- (inches) between joints. Miter internal comers. Scribe and fit base to door frames and other interruptions. Remove excess adhesive from finished surfaces without damage. Except as noted otheradse, provide and install straight base at all carpeted areas and coved base at hard surface areas. 12.2A Wood Base: RE: Section 9.0, Millwork. 12.2.5 Carpet Base Install carpet base on said backing. Bond tight to wall and floor surfaces. Fit seams fight and vertical to provide an uninterrupted uniform appearance. Maintain minimum of 60" (inches) between seams. Provide bound edges or provide and install top biro piece as may be specified on plans. RE: Section 12.3, Carpel 12.2.6 Ceramic Tile or Natural Stone Base RE: Section 12.5, Ceramic Tile or Natural Stone 12.3 Carpet RE: Project Finish and Padition Plans 12.3.1 General Carpet Installation workmanship shall Comply with the manufacturer's guidelines and the most recent edition of the American Carpet Institute. Work shall be accomplished by qualified mechanics, trained and certified for Installation by the specified carpet manufacturer. Sub-sumaces shall be prepared by the Contractor as required and in conformance with the specified carpet manufacturers recommendations. 12.3.2 Contractor Carpet Installation Submittal The Contractor or his Carpet Installer shall prepare and submit a Carpet seaming diagram and material samples to the Architect for review and approval by the Project Party contracting with the Contractor for Pmjed work, PRIOR to ordering. Failure to submit a seaming diagram and failure to follow the approved seaming diagram may result in rejection of work. 12.3.3 Glue down Carpet Installation Carpet installation shall be glue down application, unless noted otherwise. For satisfactory performance, substrate surfaces must be smooth and flat, with a maximum variation of 1/2" (inch) in 10' (feat). Contractor shall remove sub floor ndges and bumps, then fill low spots, cracks, joints, holes and other defects with sub floor filler m achieve required smoothness. Lay out rolls of Carpet to ensure minimal variation between dye lots before cutting. Double Carpet to allow intended seam and pattern match. Make cuts straight, true and untrayed. Lay carpet on floors with run of pile in same direction as anticipated traffic. Do not change run of pile In any mom where carpet is continuous through a wall opening into another roam. Unless noted otherwise, locale Change ot color or pattern between rooms under door centerline. Locate Carpet seams in area of least traffic. At door openings, center on door. Fit seams straight, not crowded or peaked, and free of gaps. Cut and fit carpet around intenuptions. FB carpet tight to intersection with vertical surfaces WITHOUT GAPS. Remove excess atlhesive from floor, Was and wall surfaces without damage. Clean and vacuum carpet surfaces, and pehibit traffic from carpet areas for 24 boom after Installation. Provide and install ANSI complain resilient or metal transition stops as noted between cagcedetl and hard surface floor treatments. 12.0 INTERIOR FINISHES (continued) 12.4 Carpet and Vinyl Tile Flooring RE: Project Finish and Partition Plans 12.4.1 General Vinyl tile subsurface preparation Installation materials and workmanship shall comply with the manufacturers guidelines and recommendations. Work shall be accomplished by qualified mechanics, trained and certified for Installation for the specified carpet or vinyl Ne. 12.4.2 Contractor Vinyl Tile Installation Submittal The Contractor or his Flooring Installer shall prepare and submit an installation diagram and material samples for approval by the Project Party contracting with the Contractor for Project work PRIOR to ordering, for other than single color carpet or vinyl tile installations. Failure to submit an Installation diagram and failure to follow the approved installation diagram may result In rejection of work. 12.5 Carpet and Vinyl Tile Installation RE: Project Finish and Partition Plans. Subsurface floors must be smooth, sound firm and free from springiness. Tile will follow contour of the sub floor consequentlyell irregularities must be removetl. Concrete sub -floor shall be smooth, cleaned and free of all floor coverings, other surface treatments or any irregularities. Any paint or foreign materials shall be removed from floors in direct contact wide the ground. The sub -floor shall be subject to the approval of the flooring contractor before application starts. Unless othenvise noted, lay file flooring tram center marks established wide principal walls and perpendicular to the principal walls as shown on the floor plan adjusted as required to avoid use of cut units less than ill - the wide al perimeters. Match tiles for calor and padem by using in manufactured and packaged sequence. Except as otherwise noted, install tile in a quarter turn pattern. Extend the work into recesses arc under equipment and fixtures W form a complete covering without interruptions, except as otherwise shown. Terminate work neatly at edges and corners of obstructions without disruption of pattern or joint alignment. 12.6 Resilient Vinyl and Linoleum Sheet Flooring RE: Project Finish and Partition Plans. 12.6.1 General Vinyl and Linoleum Sheet Flooring subsurface preparation, installation materials, workmanship and environmental conditions shall comply with the manufacturers guidelines recommendations. Work shall be accomplished by qualified mechanics, trained and certified for Installation for the specified resilient vinyl or linoleum sheet flooding. 12.6.2 Contractor Vinyl and Linoleum Sheet Flooring Submittal The Contractor or his Flooring Installer shall prepare and submit a seaming installation diagram act material samples, including coved base detail and profile as may be required product components and accessories, for approval by the Project Party contracting with the Contractor for Project work, PRIOR to ordering. Failure to submit an installation diagram and/or failure to follow the approved installation diagram may result in rejection of work. 12.6.3 Installation Subsurface floors must be smooth, sound firm and free from springiness. Vinyl Sheet Flooring will follow, contour of the sub -floor consequently, all irregularities must be removed. Concrete sub floors shall be smooth cleaned and free of all floor coverings, offer remove treatments or any irregularities. Any paint orforeign materials shall be removed from floors indirectthcontact wide the ground. The sub floor shall be o subject to the approval of the flooring contractor before application stains. Over cut vinyl or linoleum sheet from rolls as recommended by manufacturer for the specified application, layout and position sheet so that any seams fall M least Y from underlayment joints or saw cuts in the Concrete substrate, apply adhesive after proper set uptime and roll with sheet flooring as required by the manufacturer. Except as otherwise noted for integral Caved base; scribe, Cot, and fit to verfncal sumaces. Scribe, cut, and fit sheet vinyl and linoleum flooring to all permanent vertical sumaces, permanent or built-in fixtures, including pipes, outlets, edgings, thresholds, nosings and "before strips. Extend flooring into toe space, door reveals, closets and similar openings. Do not install sheet Lending over expansion joints, use manufacturers recommended expansion pint Covers. Integral coved vinyl or linoleum base shall be install in strict Compliance with the manufactures recommendations utilizing the marfuladurefs recommended trim and accessories. 12.7 Ceramic, Porcelain and Natural Stone Wall, Floor and Millwork Finishes RE: Project Finish and Partition Plans. 12.7.1 General Prepare sub -floor, wall and milMrork surfaces as required In accordance with the product manufacturers recommendations and industry standards. Work shall be accomplished by qualified mechanic, trained and Carl for Installation for the specified ceramic or natural stone product. Furnish materials obtained from one source for each type and color of ceramic file to minimize variations in appearance and quality. Contractor to provide and Install crack isolation membrane below all file work as required. For slab-ongrade floors on expansive lolls, the and natural stone floor finishes shall be Installed Independent of the floor slab with Isolation joints over all concrete floor slab cantrd and expansion joints, strictly as recommended by the product manufacturer. 12.7.2 Contractor Ceramic, Porcelain and Natural Stone Installation Submittal The Contractor or his Flooring Installer shall prepare and submit an installation diagram and material samples to the Architect for review and approval by the Projed Party Contracting with the Contractor for Project work. Failure to submit an installation diagram and failure to follow the approved installation diagram may result in rejection of work. 12.7.3 Installation Installation shall conform to the standards detailed in the current etlition of the Tile Council of America, Handbook for Ceramic Tile Installation. Except as noted otherwise, floor and wall tile Installation shell be thin set. All wall the shall be Installed on water-resistant gypsum board or cementitious boats per the protluct manufacturers recommendations for the Project application. Installer shall examine substrata and Conditions under which the file is to be Installed and notify Architect of any potential problems afiectlng the installation. No work shall proceed until all unsatisfactory conditions have been corrected. Provide and install all accessory ceramic tile items as required by project circumstances (cove base, comers, bull now trinni in same material, size and finish as primary tiles specified by Architect. 12.0 INTERIOR FINISHES (continued) 12.7 Ceramic, Porcelain and Natural Stone Wall, Floor and Millwork Finishes 12.7.3 Installation (continued) Unless otherwise shown, lay the In grid pattern and cul end tiles as required to center installation on each direction of walls and Boors. Provide uniform joint widths throughout as approved by the Project Party contracting with the Contractor for Project work. Align pints of adjacent tiles between floor, base, walls and trim as possible. Extend the work Into recesses and under equipment and fixtures to form a complete covering without interruptions, except as otherwise shown. Terminate work neatly at edges and carders of obstructions without disruption of pattern or joint alignment Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Grind Cot edges of tile abutting trim, built-in items, and other finishes for straight aligned joints. Fit tile closely elect ical outlets, piping or fixtures, so that plates, callars or covers overil tile. Provide and install conned or expansion joints as required over control or expansion joints in concrete floor slab. 12.7A Sealing Provide and apply an even coal of sealer (if required) over stone or ceramic tiles per manufacturers directions. Contractor shall seal the grout on all natural stone and ceramic tie installations in strict accordance with dee grout manufacturers recommendations. Unglazed ceramic tile and nmol stone shall be sealed as recommended by the product manufacturer. 12.8 Painting RE: Project Finish and Partition Plans. 12.8.1 General All painting shall be performed as recommended by the paint manufacturer, as a minimum standard. All painting work, including surface preparation shall be accomplished by qualified personnel, trainetl and experienced in the specified coatings and method of application. 128.2 Contractor Submittal PRIOR to ordering the specified products, the Contractor shall submit samples of the specified paint to the Architect for review and approval by the Project Party contracting with the Contractor for Pinged work. Samples of each specified drywall paint shall be provided in 8-112"" x 11 - sample format. Paint samples for special applications shall be submitted in a format as directed by the Architect. Except as offerame noted or directed, paint shall be applied to the sample in the proper sequence, using the same system as required under these General Notes. 12.8.3 Material Application The Contractor shall be responsible for field inspection of all surfaces m receive paint treatment and preparation of all surfaces to receive paint as required to ensure that such surfaces are acceptable for the finish application. Application for all painted surfaces of new parfttions shall Ire not less than three (3) oat system using the complete paint system (sealer, primer, finish coat, etc.). Existing painted surfaces shall be peperly cleaned and prepared, then painted with a two (2) coat system (primer, finish coat) to match and blend with new partitions. 12.8.4 Surface Preparation All roughness or other irregularities that may appear ager priming shall he thoroughly sanded out or otherwise corrected to provide a smooth, even surface for painting and finishing. Finished application and wall appearance shall be free of surface and color Irregularities. 12.8.5 Nonmetallic Surfaces Paint shall ONLY be roller applied to Nonmetallic surfaces, using shod nap (SAW or less), lint free roller covers, unless noted otherwise. Brush painted Nonmetallic surfaces shall be rejected. Drywall paint, unless noted otherwise, shall be acrylic latex, low sheen finish (other flan flat) not readily susceptible to burnishing under normal office and Commercial wear. All transitions between accent and base paint must be visibly straight and without irregularity. 12.8.6 Metallic Surfaces Paint shall ONLY be a spray applicawn or electrostatically applied. Brushor roller application to metallic surfaces shall be rejected. 12.8.7 Concrete Surfaces Only such paint or concrete Coats/sealens specifically manufactured for application to Concrete sumaces shall he permifted. Concrete surfaces shall be thoroughly prepared and cleaned to assure a durable application without Irregularities in the paint or covering applicawn. Except as otherwise noted, approved concrete paint or sealers shall ONLY be roller applied as recommended by the coating manufacturer. 12.9 Wallcoverings RE: Project Finish and Petition Plans. 12.9.1 General All wallmverings shall be installed in strict accordance with the material manufacturers and industry standard guidelines and recommendations. All wallcovenng work, Including surface preparation shall be accomplished by qualified personnel, trained and experienced in the specifietl materials and method of application. 12.9.2 Contractor Submittal PRIOR to entering any of the shambled matedadsthe Contractor shall submit a sample of the specified wallcovering (s) to the Architect for review and approval by the Project Party contracting with the Contractor for Project work. The sample size shall be as required by the Architect for approval purposes. 12.9.3 Material Application The Contractor shall he responsible for field inspection of the surfaces to owerve wallcover ngs and preparation of all surfaces to receive wallCover ng, as required to ensure that such surfaces are acceptable for the finish application. All roughness or other irregularities shall be thoroughly sanded out or otherwise corrected! to provide a smooth, even surface for application of the specified walcovering. Finished application shall be tghtly and evenly bonded to dee subsurface and wall appearance shall be free of any air bubbles or subsurface Irregularities. Lay out rolls of wallcovering to ensure minimal variation between dye lots before cutting. Double cal wall covering to allow intended seam and paftem match. Make cuts straight, true and unfrayed. NO wallcovenng seam or finish gaps or irregularities will be accepted Unless otherwise noted, wallcavedng shall NOT Cover switch and outlet cover plates. Contractor shall remove such switch and outlet Cover plates prior to the wallcavedng application to ensure that there Is no wall subsurface visible between the wallcavering and dee cover plate. Remove all excess adhesive and dean as required and recommended by the product manufacturer. (End of Specifications and General Notes) CCD bar o E at C5 w o S m o on H n 2 ro bra y 1= -n 0 g L U U n 36m_ m U c Z9 U m m U C9 L 0 O J. 0 rn M M 0 _M LU CO QZO LL W W;O LL Zia W�2_J n 00 Des w�MU O F 00(l '^ O V F�� �C�H Of h Q LL r W w METAL STUD PARTITION CROSS BRACING AT S'-0" MAX OC WITH 2 1Y DEFLECTION SLIP JOINT AT STRUCTURE EXISTING OR SPECIFIED CEILING BEADED MTL. DRYWALL TRIM TYPICAL AT CEILING (BOTH SIDES) 21/2" STUDS, 20 GAUGE @ 24' OC (MAX HGT 11'4') OR 21/2" STUDS, 20 GAUGE @ 16' OC (MAX HGT. 12'-i F) OR 3 5/8" STUDS, 25 GAUGE @ 24' OC (MAX HGT. 13'-5') OR 3 SIT STUDS. 25 GAUGE @ 16" OC (MAX HGT. 14'4") OR 6" STUDS, 25 GAUGE @ 24" OC (MAX HGT. 16'.9') 5/8" TYPE'X' GYPSUM BOARD BOTH SIDES 25 GAUGE STEEL BOTTOM TRACK SPECIFIED WALL BASE SPECIFIED FLOOR FINISH 1 Building Standard Interior Tenant Partition SCALE: 1-112"= 1�17 Stud Size, Gauge, Spacing, Max. Height Schedule m Height Limitations for Non -Basting walla 111240 ailments de11ac8on, o minimum 1n' gypsum thoard on each side. Sea also P. P of USG gypsum handbook. 15 re' Studs 024' O.C. ty8' Studs 016' OG, Gauge Max. HgL Gauge Max. Hgt. 25 Ga. T-11' 25 Ga. 8'4' 20 Ga. B'-9" 20 Ga, 9141' 18 Ga. 9-11- -11'21/2' N 2 1/2'Studs w 24' O.C. 21/2" Studs M 16' O.C. Gauge Max. Hg[ Gauge Max. Hgt. 25 Go. 10'-7 25 Ga. 11'-8 20 Ga. 11'-T 26 Ga. iT-18" 18 Ga. 11'-11' 16 Ga. 12'-9' 14 Ga. 13'S 35/8' Studs a 24' O.C. 3 5/8' Studs Xg 16' O.C. Gauge Max. Hgt Gauge Max. Hgt. 25 Ga. 135' 25 Go. 14'-0" 20 Go. 14-9' 20 Ga. 1F-5 18 Ga. 15-06' 16 Ga. 16-11' 14 Ga. 16'-T 4- Studs ® 24' O.C. 4- Studs ®16' O.G. Gauge Max. HgL Gauge Ma. Hgt. 25 Ga, 14'-2' 25 Ga. 15'-0" 20 Ga, 15'-T 20 Ga. 18'-0" 18 Ga, 17'-2- 16 Ga. 18'A' 14 Ga. 1g -E' 6•' Studs @ 24•' O.C. 6' Studs a 16' OC. Gauge Max. Hgt Gauge Mat Hgt. 25 Ga. 16'-T 25 Ga. I"- 20 Ga. 21'-T' 20 Ga. 24'41- 18 Ga. 24.4" 16 Ga. 26.4" 14 Go. 28.4" NOTE: ALL studs to be of the same gauge on a job. Do NOT mix stud gauges. NOTE: General Contractor to verify thicknesses, and to match, unless otherwise noted. �Dvo E m o S m o m H N a m t7 � y o n L U m U N 36U i^ `m 9 C U m U C7 L 0 O J. LL LL O M M 0 _M LU Of<ZO > Z5< U�F� W 0Y CY5 0 OpwW Q) � F- C/) w x �O Whea,� (i m 9�, c a X08 OMS %)177—centerecl 18 min � raNle chamtlers 18 min Figure 703.4.2 luaticn of Tell Signs or tbas Figure 703.6.1 Pidogrem Heid dart-onaigle Figure 703.4.1 Height of Tacllle Characters Above Finish FloororGround n Signage Information and Mounting Location Not to Scale (a) Figure 308.2.2 Obsimcted High Formal Reach 10 mal Figure 308.3.2 obstructed High Side Reach Figure 308.2.1 unobstructed Forward Reach FU�.�,ii m tl 10 mal Figure 308.3.2 obstructed High Side Reach Figure 308.2.1 unobstructed Forward Reach 10 max Figure 308.3.1 unobstructed Side Reach Reach Ranges V Not to Scale Figure 307.2 Limits of Protruding Objects Figure 307.1(c) Objects in Detectable flange n Protruding Objects J Not to Scale Figure4o4.2a Two Docrs in Series Maneuvering Space at n Doors in a Series Not to Scala 48 min 1 1 E L —11 Figure 305.3 Clear Floor or Ground Space 12 min E m X o S m o m H X m 2 ,I N 10 max Figure 308.3.1 unobstructed Side Reach Reach Ranges V Not to Scale Figure 307.2 Limits of Protruding Objects Figure 307.1(c) Objects in Detectable flange n Protruding Objects J Not to Scale Figure4o4.2a Two Docrs in Series Maneuvering Space at n Doors in a Series Not to Scala 48 min 1 1 E L —11 Figure 305.3 Clear Floor or Ground Space 12 min E m X o S m o m H X m 2 (n) Cie N o36 wK b wo= b w0 b N re U Z9 `m O C U o m nduw o� mww m ww 'Ems �E 'Ems 'Ems S2 N_ O N_ O Wh.X.4mn d.M iu �u �LL Hgure 505.10.2 Figure 505.10.3 Top HeMrad opinion at Sol 2o11om HeMrad Extension at Stars Handrail Extensions V Not to Scale F41 E bre — n (e) From Approach, Pull aids (b Hinge Approach, Push Side (g) Hinge Approach, Push S,de. door provNetl win both dolor and latch (b) From Approach, Push Side (b) Lath Approach, Pull SHe Door Vision Panel Height Not to Scale ascan — 42 rem g (c) Fraud Approach, Push aide, (d) Huge Approach, Pull Sida (e) Hinge Approach, Pull Side mprprovlded vnm eon closer slw tat h MFq g4mn 24 rem Miss (6 Latch Approach, Poll Side, h) I-attb AWnceso .Push Side (k) Lath Approach, Push Skull door pmvMed vnn cover door provided win doper Figure 404.2.3.2 Maneuvering Clearances at Swinging Doors Maneuvering Space at Doors Y Not to Scale Figure 394.3 Circular Turning Spam Figure 394.3.2 TShaped Turning Spam Turning Space Configuration L Not to Scale /2 max 13 Figure 3022 Career Pile Height p/4 6.d Figure 303.2 Vertical Change in Leval 1/4 z l 8.4 p 13 %4 6.4 Figure 303.3 Beveled Change in Level Changes in Floor Level Not to Scale CDDvo E m w o S m o m H n m 2 (n) Cie N o36 n L U m U ' N re U Z9 `m C U m U CO L 0 0 J. LL LL O w M M O M,iiiiiiSCD W Q WuJW p F H i Z5<9 U"F-J W Q_' cy) U 020x) W �: L�nW 2 dg Whaat�'v m 9o, o 0 mag OMS �nven E m O ° o 2] max t- Lldh i6 min 0 3 in n 15 max t'n m M N 36 m Backwell cs Bmez 36 backwall ._ O U m 0 baakwau j.side U wall 7CE uEE ?15-i6 E wen77 < "" re sealwall� control . N will D E H waw all — 1T - Figure 608A.1 Figure Shon2 `Z E LL 8� Transfer Type Shower Compartment Control Standard Roll -In Type e Shower Central and 19 Location Handshower Location 1 21h max Note: tread nnisree eimmsio��asaroa sone center point of apposing tides .Ly48 min— Figure 610.3.1 Rectangular Shower Seat Figure 608.2.2 27 maxNote 15 max a w 5 Standard Roll -In Type Shower Compartment Size and cand:IwMe 0 oppoished sing aides measured at Clearance ' t center point of oggslrg tides Figure 608.2.1 as Transfer Type Shower Compartment Size and Clearance E Ma I wall E will � 22-23 E backwall (a)wnn seat (elevation) N)wnn sear (elevation) :eat sea backwall 18 well wall E aide back wal I beckeslt 11 war wall rr apM wnWI front side side side side 2% max Veal wall well 36 min wall iS16 y wall wall wan I 60 min a) (b) size dislanf9 from wall Note: inside interne dimension measured at the M fmntwal feet wall Figure 608.3.1 center I>omt of opposing sixes (al lel O Figure 610.3.2 LShaped Shower Seat Grab Bars for Transfer Type Showers g wimaletn'eat can eat C> LU cc) Fidean) M gure ure 608.2.3 Alternate Roll -In Type Shower Compartment Size and Clearance Q Z O Figure 608.5.3 LL til ULJ LLJ Alternate Roll -In Type Shower Compartment Control Location F i.— % LL Z5< Shower Compartment Seats n1 Shower Compartments nShower Compartment Control Locations v p Not [o Scale Not to Scale \V00 / Not to Scale A W � M Q Li W 0 O_j O LL _ 0 r` Q MIH. 0 LU I z4•MIN. n 11719 E E n lot-_-_-_ =T E _ _ - - - --- _ O E M (a) protruding Dispenser Below Grab Bar Wdf L — 18 min 1 6 n WMIN. 1 J60 min 80 min s4• MIN. 24 max W MIN. ® (a) (b) µ adult Fig. 1 Upper Range of Mounting Heights for E wall hung adult Moor mounted water closet 3g c4 Restroom Accessories with Operable Parts rr water doses and children's water closet a Clearance at E$ 2 otW heatq. Restroom Accessory Mounting Heights n Drinking Fountain � a � Not to Scale V Not to Scale O r m n Side Wall Restroom Elevation 9�, c 13% min 13Y: min (b) protruding Dispenser Above Grab Bar pMs � E / _ alternate WMNx / door 4max — location — 24•MIN. — WMIN. P? MIN, z4•MIN. s ill 1]max � 9LW as <Tamm § a oq f7 (a) (b) E 2 wall hung type stall type Figure 301.2 Figure 301.3 is-fe m Tone Clearance Knee Clearance ` 42'Mn:c. J Figure 605.2 Height and Depth of Urinals Figure 604.10 Figure 804.9.3.1 Rear Wall Restroom Elevation a (C) Recessed! Dispenser Ambulatory Accessible Toilet Compartment Wheelchair Accessible Toilet Compartment Doors N o O t' Knee Clearances Accessible Toilet Accessible Toilet W 0 Urinal Clearances n at Lavatory n Dispenser Locations n Accessible Compartments Clearances n Elevations III:a Q Not to Scale Y Not to Scale J Not to Scale Not to Scale I Not to Sple y m Z ziQ La 0 0 D1 =- J arish `4 W =C7Tyfur oi numLSO "Zcup `��LC�c�kT.+r•� zTlr— 1<}ajl D2 Ger /DO ?FF—�'� FD2 f44% '"---�rT�—rte D4 D4 D4 D4 p3 IIL� D3 Lit / D4 11L'� IIC 101 J c _ 1—s�E_i L_I ,T Ire- mfr-- j \ Dd (: 04 L—� L—� L—� O II >2K II X II X II �j D2 �TfU D2 �r � 4 D3 DA 1 Q9 / � O / �' / III j ODS I — v ��,.72a2 II L S In 9!I D2 '^^dF�3a11 II ISWH GOPUFF Demolition Plan First Floor 1/8" = 1'-0" DEMOLITION PLAN GENERAL NOTES Purpose The purpose of this Plan is to generally describe the scope of the proposed work, including the performance and level of quality expected. Contractor Pre -Demolition Field Verification: The Contractor shall be responsible for field verifying all existing conditions, Construction Documents Tenant and Building Standards the Building Owners Rules Regulations and Working Conditions for the Building, and governing Building Codes affecting the Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project The Contractor shall verify all exissng conditions at the job site poor to the start of demolition. Call any discrepancies the attention of the Architect, to be resolved before proceeding with work. DO NOT SCALE THE DRAWINGS. Hazardous Materials: The Contractor Is to examine the existing conditions for the existence of hazardous materials. If hazardous materials are found, the Building Owner should be contacted and the hazardous materials are to be removed. All removal work shall be in compliance with local state and federal laws for the removal of asbestos. No materials containing any amount of asbestos are to M used in the performance of the Work, Including but not limited to asbestiform fiber/structure varieties of chrysotile, screens (cummintonit"nunente), crocidolite, anthophyllite, tremolite, and actinolite and/or 'magnesium silicates' as identified in the product manufacturers Material Safety Data Sheets. Prior to commencement of any demolition work, Including floor covering removal, the General Contractor shall obtain from Owner or Owners designated state<ertified asbestos inspector a statement to ore effect that the inspector has determined that demolition of the space will not didurb building materials that contain asbestos, as defined by the U 5. Environmental Protection Agency, the U.S. Occupational Safety and Health Administration, and the State Health Department. Upon completion of the work and prior to a request for final payment, the General Contractor shall provide a signed affidavit slating that no asbestos has been introduced Into the building by Me General Contractor, its subs or suppliers during the performance of the Work. Material Salvage: Remove all walls, millwork, plumbing fixtures, door and frame assemblies and glazing noted by dashed lines. All other items indicated are to remain, unless noted other. As determined by the Building Owner and Contractor, salvage all door and flame assemblies, millwork, glazing and plumbing fixtures that are determined to be reusable and dispose of all others. Cap all unused plumbing lines below the floor slab. Patch and repair slab as required to receive new floor finishes. DEMOLITION PLAN GENERAL NOTES (cont'd) Protection of Real Property Improvements: Provide protective measures as required to protect existing improvements and to provide free unobstructed and safe passage of Owners personnel and general public to and trm occupied potions of the building. Maintain and protect all areas, outside the designated work areas from soiling and debris. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operasons. The Contractor shall repair any damage to the facility caused by the demolition C ties or by his Subcontractors at no cost to the Owner. Architectural Demolition: Architectural elements shall be removed back to structure, or if such removal Is Impractical according to Building Owner, then elements shall be removed to such an extent that patching and/or new work will conceal part of the element W remain. Electrical/ Mechanical Demolition: Remove electrical and mechanical elements present in wall andlor structures noted for demolition unless serving other portions of the building. Coordinate all work with Building Chief Engineer and notify Architect of such conditions. Electrical and mechanical elements shall be removed back to the nearest junction box, panel, pipe, duct etcto ensure no conflict with new work. Coordinate all work with Building Chief Engineer. Elements shall be shut off, disconnected or capped. Clean Up / Finish Work: Patch and prepare all disrupted walls and remaining ceilings as required for suitable far receiving finish after demolition. Upon completion of demolition work, remove tools, equipment and demolished materials from site. Leave interior areas broom dean. Removal of fresh and demolition material shall occur daily. The existing building will remain In partial occupancy with areas made available for demolition and remodeling work In accordance with a mutually agreed upon schedule between Contractor and Owner. Disruptive or potentially hazardous construction activities shall be coordinated to occur after normal business hours, so as to minimize disturbance to Building Occupants. DEMOLITION VOICE I DATA & ELECTRICAL SYMBOL LEGEND Reference Keyed Notes and General Notes this sheet for any si ectal functions or requirements. Indicates existing outlets and all related cabling as required by Tenant to be removed. Indicates existing outlets and all related services to be removed back to breaker box. Indicates existinG wall, firor ceiling mounted junction box and all related cablingq as required by Tenant to M removeC. Indicates existing blank plate and all related cabling as nequlned by Tenant to be removed. Indicates existing outlets and all cV related services to be removed back to breaker box. Indicates existingopower pole antl all ., related services' be removed back to breaker box. Indicates existing switch plate and all latedcablln9as required by Tenant to be removetl. O DEMOLITION PLAN TENANTIMPROVEMENT NOTES The following Keyed Notes are Intended to generally describe special conditions, improvements as a supplement to the plan Mewing, legends, schedules and Demolition Plan General Notes, only. The Contractor shall be responsible for pricing any materials and work required and related to the various Keyed Notes. Demolition Plan General Notes: 1. Remove existing suke finishes, LVT, wall base, wallcevedng, etc., unless notes otherwise. Prepare all surfaces as required to receive new finishes. 2 If existing flooring is to be removed, Demolition Contractor to remove any existing adhesive (ridges from broadloom, ceramic tile, carpet tile, LVT, etc) to a smooth slab condition, ready for new finishes. 3. Where flooring, wall base and wall coverings are removed the remaining substrates should be patched, repaired or replaced to receive new wall finishes. The existing floor slab shall be free of all nails, screws and other protruding objects and prepared to receive new flooring finishes. 4. All existing electrical, telephone and data devices IMill on demolition plan are to be removed back to source. Demolition Plan Keyed Notes: D1 Remove person of exterior wall and window as required for new overhead door. Verify exact dimension and location in field. RD move existing plumbing fixtures, millwork, floor the and luxury vinyl the In these locations. Verify dispoeltion with Property Manager. Cap off all plumbing as required. RD move existing millwork at these locations. Patch wall as required. Verify disposition with Property Manager. RD move existing door and frame assembly. Verify disposition with Property Manager. D5 Existing ADA restroom M remain 'as Is' PARTITION SCHEDULE Base building shell and core construction I existing partition UP remain. Inn AFF) Partial height partition mi Re: plan for partition height. Existing walls to be removed. CDDvo E an CDM o S W o m H n a m M pi an o n L U m U _ n ro U c Z9 `m U m � W U C7 O J. H M M 0 M LUDO OfaI LJ Wo E_ h > Z5¢ 0 F- 0 00 UJ cyy5 U 0 W J W Q) ~ Of LL r W N Z 2 o a rn a r wZ H � W J O N �¢ O 0 GOPUFF Reflected Ceiling Demolition Plan PAN, First Floor 1/8"=1•-Q„ NORTH REFLECTED CEILING PLAN SYMBOL LEGEND PBuilding standard suspended towboat grid ceiling, to remain. Area of gdtl and tile to be removed Buildingg standard T-Wx4'-0' light fxNre. -'I Light fixture to be Lc J removed or relocated. Building standard 2'-01 lightfixture. r� Light fixture to be V'J removed or relocated. m Recessed downlight. RE: Electrical Engineering Plans. S Recessed adjustable wallwasher. y RE Electrical Engineering Plans. O Building standard sinole � bulb porcelain light fixture. Building standard fluorescent L U tube (44'size shown) REFLECTED CEILING PLAN DEMOLITION PLAN GENERAL NOTES Purpose The purpose of this Plan is to show the general location of ceiling treatments, light fixtures and any ceiling mounted electrical outlet, only. Contractor shall reference Construction Documents prepared by the Project Engineers for all electrical specifications, circuding and requirements for the Project, mechanical and life safety requirements and work. Contractor's Responsibilities: The Contractor shall be responsible for field verifying all existing condilions and familiarizing himself with all Project Construction Documents, Tenant and Building Standards, the Building Owners Rules, Regulations and Working Conditions for the Building, and governing Building Codes affecting the Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project, Including materials and work required her life safety defection, alarm and communications and any required fire extinguishers and cabinets as required by local Code Officals The Contractor shall be responsible for field verifying the location of any existing conditions affecting the work shown and for familiarizing himi with both this plan and Construction Documents prepared by the Project Engineers. The Contractor shall advise Me Architect of any discrepancies between this plan and the field conditions or Engineering Construction Documents prior to proceeding with the work in question. Buildingp standard single pole llgtrt switch. Building standard light switch w/ dimmer. —F- Building standard three-way switch. level lllgTt sawitchd dual Bulldinq standard motion l sensor light switch. Building standard light switch to be removedlrelocated. Downlight to be removecilreloested. O REFLECTED CEILING DEMOLITION PLAN KEYED NOTES The following Keyed Notes are intended to generally describe special conditions, improvements as a supplement to Me plan drawing, legends, schedules and General Notes, only. The Contractor shall be responsible Por pricing, providing antl installing all materials and work required and related to the various Keyed Notes. The following Keyed Notes DO NOT represent the required engineering design. Demolition General Notes: L Contractor to remove all debits, abandoned wiring, cabling and combustible materials in the plenum space above the willing. 2. When ceiling grids are removed, GC shall verity that any remaining elements, such as glazing, portions of drywall softs and fascias, etc. are securely braced to Me structure above prior to demolition of the ceiling add. 3. Existing suspended acoustical ceiling tile and ceiling grid will remain unless noted otherwise. Modify as required for new wall layout. Contractor to protect ceiling assembly during demolition. 4. Existing light fixtures to remain or will be relocated unless noted otherwise. VJhare existing light fixtures remain, Contractor to protect light fixtures during demolition. Demolition Keyed Notes: D7 Remove existing ceiling grid files and light fixtures throughout new Product Storage Area. RE'. Reflected Ceiling Plan, Sheet 01IA.4, D2 Remove existing drywall ceiling and light fixtures at this location. RE: Reflected Ceiling Plan, Sheet 01 4. D3 Existing ceiling grid and tiles to remain in this area. Remove existing downlights as shown. Existing ceiling grid tiles and light fixtures to remain in this area. PARTITION SCHEDULE Base building shell and core construction I existing partition to remain. o-_-- Existing walls to be removed. �nvo E m o S m o m H rna� m � m o n L U m U _36 n U c Z9 `m U m U C7 L 06 O J. LL O w M M O M LU _ OfaWo I—I— % GOPUFF Dimension Plan Pb First Floor 1/8'. = 1'-0" NORTH DIMENSION PLAN GENERAL NOTES Purpose The purpose of this Plan is to generally describe the proposed architectural layout and tenant Improvements required for the Project In conjunction call the other plans and Engineering Working Drawing. Contractor's Responsibilities: The Contractor shall be responsible for field verifying all existing conditions, Construction Documents, Tenant and Building Standards, the Building Owner's Rules, Regulations and Working Conditions for the Building, and governing Building Codes affecting the Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project. The Contractor shall protect all existing Improvements to remain or to be mused, including, but not limited to exterior window coverings. All other materials are assumed to be new unless noted otherwise. Any other re -use of existing materials must be confirmed with Tenant and approved by Owner. Degree of Accuracy/Scaled Plan Dimensions: DO NOT SCALE PLANS. The drafted plan Is based upon CAD data provided to us by others and field verified for general conformance of the plan to the space shown. Exhaustive measurements have not been made and the actual space may vary slightly from that shown in plan. Unless noted otherwise, furniture and equipment are only generally representative of the size add configuration of the actual furniture and equipment. The Tenant shall be responsible for their vendors and installers verifying all critical dimensions and requirements necessary to assure such furniture and equipment fit and work to their satisfaction and for advising the architect of all such requirements affecting the Project plans. O DIMENSION PLAN KEYED NOTES The following Keyed Notes are intended to generally describe special conditions, improvements as a supplement to the plan drawing, legends, schedules and General Notes, only. The Contractor shall be responsible for pricing, providing and installing all materials and work required and related to the various Keyed Notes. Dimension Plan Keyed Notes: Al Provide and install new drywall furring as required to provide new full height paddled from floor to 4-5"AFF±. Vent' exact height with Tenant RE:Generel Notes section 5.ta sheet ollA0.2 for drywall furring and expansive soil conditions. PARTITION SCHEDULE Base building shell and core construction I existing padition to remain. Building standard interior tenant painful floor to ceiling. Building standard condor painful Building standard demising painful Building standard acoustical painful dhedhlA F F) Partial height w rt Re: plan for paditioon height. all walls to be removed CDrr- E m do o S m O m H N m os2 Via y o36 n L U m U ' n U c Z9 `m U m U C7 L 0 O J. w M M 0 _M SCD OfaW LJ Wo FI—% RECEIVING ref" eatw rehl erelor marginall m s A3 A3) PRODUCTAREA IT3 ADA RESTROOM RETAIL SALES AREA nev yanking table PRODUCTAREA oe A4 l I I UTILITY eFit 0-5 1 M2 iD I J UTILITY reverser I-Tw K GM OFFICE og GOPUFF Partition Plan aD First Floor 1/8" = 1'-0" NORTH PARTITION PLAN GENERAL NOTES Purpose: The u ose of this Plan is to desP ra generally and tenantimprovements proposed architecturaled out p op y and tenant lm ro mems rt uother fans p ve q the and En n conjunction with the other plans and Engineering Working Drawing. Contractor's Responsibilities: The Contractor shall be responsible for field verifying all existing conditions, Construction Documents, Tenant and Building Standards, the Building Owner's Rules, Regulations and Working Conditions for the Building, and governing Building Codes affecting Me Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project. Contractor to nottfy Building Management 24 hours In advanced of any Ige safety I fire alarm twang. Contingency Allowance: The Connector shall coordinate with Building Management for any contingency inclusion in the final bid for Tenant Improvements and related work not provided for on the Plan. Reuse of Existing Improvements: The Contractor shall protect all existing Improvements to remain or to be mused, including, but not limited to exterior window coverings. Provide and Install Building Standard fire extinguishers, emergency lights, and exit signage. Assure all compliance pertaining to fire suppression system, electrical and mechanical systems as required by the Building Department. Systems Furniture/Casegoods: All systems furniture, casegoods, equipment etc. shown is for general reference purposes only. The Tenant is responsible for providing critical dimensions to the ArchitecVGeneral Contractor for special equipment, freestanding furniture or systems furniture. The Tenant and Systems Furniture vendor are responsible for verifying all field dimensions relative to their furniture Installation, supplying any critical finished dimensions to the ArchltecUGeneral Contractor prior to construct and for providing circuiVwiring requirements to Me Engineers, and final locations of powendatatelephone feeds to the General Contractor. O PARTITION PLAN KEYED NOTES The following Keyed Notes are Intended 0 generally describe special conditions, improvements as a supplement to the plan Note,drawing.I ends ontractor antl General rag Notes only. The Contractorshall and Y responsibleinall for ricin and and pricing, providing installing all the varantl work required and related to the varbus Keyed Notes. Architectural General Notes: 1. Provide and install new Building Standard finishes (vinyl connotation his, wall base, paint, etc.) throughout suite as noted RE Finish Notes this sheet 2 Existing xt der window coverings to be cleanedrepaired,- or replaced as required to provide Building Standard appearance and function. Contractors ha 11 provide new blinds to match existing, or reaize existing blinds as requiretl. Architectural Keyed Notes: Al Exiting ADA restroom to remain. Clean, touch up and repair as requiretl to present "like new" condition. Provide and install new 4'-0" wide x 4.4 - high x 3/4" thick type P/C fire -resistive plywood telephone board. Telephone board 0 be mounted tight to ceiling. Paint to match adjacent wall color. A3 (N.I.C.) New equipment to be provided and installed by Tenant. A4 (N.I.C.) Shelving to be provided and installed by Tenant. Maximum height to be 78- AFF. A5 Existing door to remain unlocked during businees hours. Existing Signa sk to remain. O PARTITION PLAN KEYED NOTES (coni Mechanical Keyed Notes: The following Mechanical Keyed Notes are intendrequirements, describe, only,expressed Tenant P re ui mems only, and D e NOT represent q re Y. P the required engineering design. Prrovide and install new ANSI compliant dual height drinking fountains as required by local Building Code. Verity exact location with Tenant prior to installation. RE: Mechanical Engineering Drawings. M2 E dshng clothes dryer exhaust ducts to be capped and sealed at this location. Existing clothes washer hookups to remain. RE: Mechanical Engineering Drawings. M3 Provide and Install new floor sink and all associated plumbing as required for new ice storage. RE: Mechanical Engineering Drawings. Existing water heater and storage unit to remain. RE; Mechanical Engineering Drawings. x DOORIDOOR FRAME SCHEDULE Except as noted ogierxise or noted as existin9, all doors and Games are new or by Builds with Building Stack a approved ore withBuilding Owner and shall. solid cora with Building Standard finish. Doors shown without symbol are existing, UNO. Schedule: A Provide and Install new 8'-0" wide x T-8" t high overhead rolling door and all required mounfing hardware Paint door as required to match building standard. RE: Structural Letter for more details. eHARDWARE SCHEDULE General Notes: Provide and install Me following Building Standard hardware sets, reference plan. Provide ANSI compliant hardware as required on all new door hardware. Reused hardware sets shall be refurbished as required for proper function and finished to match new hardware as approved by the Owner. Provide and install wall stops with solid, fire -retardant wood blocking behind, typical and floor stops where otherwise required based on door function and coal Doors shown without symbol are existing, LINO. Schedule: 1 Provide and Install new overhead door hardware and track assembly. Existing panic hartlware to remain. Existing storefront push paddle hardware to remain. PARTITION SCHEDULE Base building shell and core construction I existung partition to remain. Building standard interior tenant partition, floor to ceiling. Building standard corridor paN ion. Building standard demising paN ion. Building standard acoustical paN ion. Inn AF F) l Partial height partition Re: plan her partition height. Edshng walls to be removed. 0Dvo E m o S m o mhic H n a m � y o n L U m U _36 n U 0 Z9 `m U m U C7 H `p M M 0 _M SCD OfaWo LL ~W LJ ~>� LL Z5<9 LU X:0 U�FJp w�rpoiU O O W 2FOf LL r W w z N a z O Q � F C a 0 r VOICE / DATA OUTLET SYMBOL LEGEND Reference Keyed Notes and General Notes this sheet for any special functions or requirements. 0 The following symbols are Intended to Indicate the function of the various outlets shown on the outlet location plan, only. IsPP Reference Electrical Engineering plans and technical specifications. H IN Indicates new device W be provided and installed by the Contractor. D All other devices are existing to be field vended by the Contractor. Reference Electrical Engineering plans and technical specifications. .xx Indicates special device mounting height above finished floor. o Face or cover plate and all wiring by others M.I.C.) t0 unless noted otherwise. U Fourplex (four -plug) wall qF ICI 2" x 4" wall mounted receptac a box, TB Indicates existing outlets and all related mounted electrical) outlet. cabling as required by tenant to be removetl. Flush floor mounted device, reference Keyed Nates fhis sheet. Voice I Data power pole, reference Keyed Notes this sheet. Floor or ceiling mounted junction box size as required by tenant. Wall mounted junction box. Cable/Coax box, RE+ Keyed Notes this sheet Indicates telephone equipment panel. reference Keyed Notes this sheet. GOPUFF Outlet Location Plan aD First Floor 1 /811= 1'-0" NORTH OUTLET LOCATION PLAN GENERAL NOTES Purpose The purpose of this Plan is to show rhe general location of electrical, telephone and data line outlets. only. Contractor shall reference Construction Documents prepared by Me Project Electrical Engineer for all electrical specifications, circuiting and requirements for the Project. Contractor's Responsibilities: The Contractor sh II be responsible for field verifying all existing conditions and familiarizing himself with allP j cl Construction Documents, Tenant and Building Standards, the Building Owner's Rules, Regulations and Working Conditions for the Building, and governing Building Codes affecting the Project and provide far all materials, work and all associated costs as may be required for a complete and finished Project, including materials and work required for life safety detection, alarm and communications and any required fire extinguishers and cabinets as requiretl by local Code Officials. The Contractor shall be responsible for field verifying the location of any existing conditions affecting the work shown, elei telephone and data line outlets, accessories and devises and for familiarizing himself with both this plan and Construction Documents prepared by the ProjectEngineers. The Contractor shall advise the Architect of any discrepancies between this plan and the field conditions or Engineering Construction Documents polar to proceeding with the work in question. Reuse of Existing Improvements: Except as may otherwise be noted, existing conditions, materials and Improvements to remain or be reused as shown or noted on this plan shall be upgraded, replaced, refurbished and I or cleaned to assure a "like nevi appearance, function and Builtling Catle I ANSI compliance subject W the approval of the Tenant and Building Owner. The Contractor shall protect all existing improvements to remain or to be reused. Reference Keyed Notes and General Notes this sheet Duplex (two plug) wall mounted 0 Flush floor mounted device, for any special functions or requirements. electrical outllet. S reference keye l notes on this sheet The following symbols are Intended to indicate the function of the various outlets shown on the outlet location plan, only. H Dedicated duplex( two plug)" it mounted electrical outlet. DEL Fbororceilingg mounted elechiwljunction Reference Electrical Engineering plans and technical specifications. o n box with 411 x4"junction box. All wall mounted receptacle boxes to have 3I4" diameter U Fourplex (four -plug) wall e Wall mounted electrical junction box. condud to 6' above ceilmgg with a bushing on top of the conduit, mounted electrical) outlet. Z9 `m unless noted otherwise (U.N.O.). U Dedicated fou lex(four-P91 lu rP 0 m Electrical power pole. reference Keyed Notes this sheet. N Indicates new device to he providedand installed wall mounted outlet. Indicates blank plate. by the Contractor. All other devices are existinga de to be field verified by the Contractor. Indicates existing outlets and all related services to be removed a Provide low voltage wiring and receptacle box .xx Indicates special device mounting height back to breaker box. for cam reader system (N.I.C.). Face plate and data by Tenant. above finished floor. cabling a Electrical panel box. —e— Wall mounted power strip or raceway, reference Keyed Notes this sheet. reference keye l notes this sheet. O OUTLET LOCATION PLAN KEYED NOTES The following Keyed Notes are Intended fo generally describe special conditions, improvements as a supplement to the plan drawing, legends, schedules and General Nates, only. The Contractor shall W responsible for pricing, providing and installing all materials and work required and related to the varbus Keyed Notes. The following Keyed Notes DO NOT represent the required engineering design Electrical General Notes: 1. All cover plates and devices shall match existing. Verify in field and replace plates and devices as requiretl. Electrical Keyed Notes E7 Provide and install new Excreted duplex outlet for Tenant's equipment Verifyfinal location with Tenant. RE: Electrical Engineering Plans. E2 Provide and install new dedicated fourplex outlet for Tenant's equipment Verifyfinal location with Tenant. RE: Electrical Engineering Plans. PARTITION SCHEDULE Base building shell and core construction I existing partition to remain. Building standard interior tenant partition, floor to ceiling. Building standard corridor paragon. Building standard demising paragon. Building standard acoustical paragon. ,hiiiA F F) Partial height pantion miiiiiiiiiiiiiiiiiiii Re: plan for partition height. Existing walls to be removed. donvo E m o S m o m H tna� m � m o n L U m U _ n U c Z9 `m U m U C7 45 O J. wIS M M O _M LU OfaWW LJ o I -I-% GOPUFF Reflected Ceiling Plan First Floor aD 1/8" = 1'-0" NORTH REFLECTED CEILING PLAN LEGEND i F acoustical gridstandard ling, to remain. acoustical grid ceiling, to remain. Area of new Building Standard gird and the to match remaining suite. Drywall Celp Ret Keyed Notes on this Sheat etfor tlatails. REFLECTED CEILING PLAN GENERAL NOTES Purpose The purpose of this Plan is to show the general location of ceiling treatments, light fixtures and any ceiling mounted electrical outlet, only. Contractor shall reference ConsWction Documents prepared by the Project Engineers for all electrical specifcanons, circuiting and requirements for the Project, mechanical and life safety requirements and work. Contractor's Responsibilities: The Contractor shall be responsible for field verifying all existing conditions and familiarizing himselfwith all Project Construction Documents, Tenant and Building Standards. the Building Owners Rules, Regulations and Working Conditions for the Building, and governing Building Codes afeding the Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project, Including materials and work required for life safety detecson, alarm and communications and any required fire extinguishers and cabinets as required by local Code ORcials. This plan Is Intended to show the location of the optimum light fixture locations for the Tenant's proposed use of the space. The Contractor shall be responsible for field verifying the location of any existing conditions affecting the work shown and for familiarizing himself with both this plan and Construction Documents prepared by the Project Engineers. The Contractor shall adviser the Amhi of any discrepancies between this plan and the field conditions or Engineering Construction Documents poor to proceeding with the work in question. Fell to Engineering documents for new occupancy sensor light switches, and also provitle quick tap disconnects at all existing and new lights. Reference Electrical Engineer's plans M emergency lighting. Building standard 2'-0"x2'4" light fixture. F 7 Light fixture to be L�'J removed or landw rd. 0 Window Rawtacle RE- Electrical Engineering Plans ,1. Recessed adjustable wallwasher. y RE: Electrical Engineering Plans. Building standard single bulb porcelain light fixture. Buildin8 standard fluorescent tube (4 V size shown) Building standard 2'-0"x0'-0" light film. 7- a Light fixture to be Lc J removed or landw rd. O REFLECTED CEILING PLAN KEYED NOTES The following Keyed Notes are intended to generally describe special conditions, improvements as a supplement to rhe plan drawing, legends, schedules and General Notes, only. The Contractor shall be responsible for pricing, providing and installing all materials and work requiretl and related to the various Keyed Notes. The following Keyed Notes DO NOT represent the required angmeedng design. Architectural General Notes: 1. Contractor to replace all stained or damaged ceiling tiles as required. Relocate new and existing ceiling tiles as required to provide a uniform appearance throughout suite. 2. Existing ceiling to remain unless noted otherwise. Rework ceiling grid and ceiling tile as required for new suite layout. Architectural Keyed Notes: At Provide and install new drywall soffit at 8'.8' AFF to provide new ceiling transition. Paint to match ceiling grid. Mechanical General Notes: 1. Modify existing HVAC and Life safety system (Including fire suppression system) as required for new wall layout and function and as required by governing local Building and Fire Code. Build+ standard single pole lig tswitch. Building standard light switch wt dimmer. Building standard three-way switch. s lovelouu stain dual level light switch. Bull standard motion �d sensor light switch. .� Building standard light switch to be removedirelocated. Incandescent light to be removedlrelocatetl. N Location of new light fixture and/or device. R Location of relocated light fixture and/or coal O REFLECTED CEILING PLAN KEYED NOTES (confirl Electrical General Notes: 1. Assume new occupancy sensor light swill at all remodel work, and also assume that new and existing light fixtures will require quick tap disconnects for pricing purposes. 2. fill existing lighting layo"and switching (switch ofices intlividually) as returned for new wall layout. 3 New exit signs throughout Suite to provide emergency lighting that shall be illuminated at all boxes and not less than t footcandle at the walking surface. Illumination shall be provided along the path of travel for the exit discharge from each exit to the public way. The power supply for means of egress Illumination shall normally be provided by the premises' electrical supply. Exit and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. RE: ElecNcal Engineenng Plans for detail and locations. Electrical Keyed Notes: The following Electrical Keyed Notes are intended to describe expressed Tenant requirements, only, and DO NOT represent the requiretl engineering design. E1 Provide and install new 2'x 4 LED high bay light fixtures throughout product storage area. Final location and height to be determined in fieltl. Specifications: Liberia Lighting, High Bay IBIG with wire guard RE: Electrical Engineering Plans. PARTITION SCHEDULE Base building shell and core construction I existing padition to remain. Building standard interior tenant partition, floor to ceiling. Building standard counter partition. Building standard demising partition. Building standard acoustical partition. +(height A F F) Radial height partition Re: plan for partition height. Existing walls to be removatl. 0Dvo E m o S m o m H m � o n L U m U ' _36 n U c Z9 `m U m U CD L 0 O J. w M M 0 _M LU OfaWo I - I- % GOPUFF Finish Plan First Floor 1/8" = 1'-0" = INTERIOR FINISH NOTES Unless noted otherwise the following Tenant interior finish materials shall be priced as new including material, installation, preparation, tax, freight, storage, delivery and all associated costs. All interior finishes shall be in compliance with governing codes (particularly the Chapter Eight "Table of Interior Wall and Ceiling Finish Requirements by Occupancy', and regulations and installed (including all required surface preparation) in aided accordance with manufacturer's recommendations, as a minimum standard, and the latest edition of the Industry Standards for Installation. VCT -1 Vinyl Composition Tile Manufacturer: Armstrong Style: Imperial Texture Color Field Gray 51927 Installation: Provide and install resilient transition all at abutting carpet. CON -1 Sealed Concrete Manufacturer: Sherwin Williams Style:Armorseal Tread-plex Sealant Color. Deck Gray Installation: Provide and install resilient transition all at abutting carpet. T-1 Floor Tile: Existing Poor the to remain. WALL BASE: B-1 Resilient Wall Base Manufacturer: Armstrong Color Jet Black 60 Height: 6-1l8- Proflle: Cove B-2 Resilient Wall Base: Manufacturer: Armstrong a D Color. Grey 63 Height: 4118' Profile: Cove NORTH B-3 Tile wall Base: Existing the wall base to remain. WALL FINISHES: P-1 Field Color: Manufacturer: Sherwin Williams Color White Finish: Eggshell Verify color with Tenant. Note: All painted finishes W extend from floor to structure or ceiling. P-2 Accent Color: Manufacturer: Sherwin Williams Color Spatial White 5259 Finish: Eggshell Note: All painted finishes to extend from floor W structure or ceiling. P-3 Accent Color: Manufacturer: Sherwin Williams Color. Blue 6795 Finish: Eggshell Verify exact location with Tenant. Note: All painted finishes to extend from floor to structure or ceiling. PARTITION SCHEDULE Base building shell and core construction I existing partition to remain. Building standard interior tenant pang ion, floor to ceiling. Building standard condor paNtion. Building standard demising paNtion. Building standard acoustical pargion. +taetralAFF) Partial height partition sammaiiiiii Re: plan for partition height. Existing walls to be removed 0nvo E m 0o w o S m ob H N 3 m 2 M' UP = o ec n L U m U36 ' N m U Z9 `m C U m U C7 L 5 0 J. w M M O _M �Co OfaWo FI -% MECHANICAL GENERAL NOTES: 1. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS 15. ALL EXISTING EQUIPMENT TO BE REMOVED SHALL HAVE ALL RELATED HOUSEKEEPING DESIGN, THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY PADS, PIPING, CONTROLS, GAUGES, ELECTRICAL SERVICE, HANGERS, SUPPORTS AND THE CONTRACTOR AS TO SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND ANY MISCELLANEOUS RELATED SERVICE OR PARTS REMOVED COMPLETELY. PERFORMANCE. 2. (E) INDICATES EXISTING, (N) INDICATES NEW MATERIAL, (F) INDICATES FUTURE, (R) INDICATES RELOCATED. 3. B INDICATES POINT OF CONNECTION OF NEW TO EXISTING. 4. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS. 5, DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 6. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 16. CONTRACTOR SHALL USE SMACNA STANDARDS FOR LOW PRESSURE DUCT CONSTRUCTION - SEAL CLASS "B". 17. ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS. WHERE DUCT LINER IS USED, THE THICKNESS OF THE LINER TO MAINTAIN THE CLEAR INSIDE DIMENSION HAS BEEN INCLUDED. ALL RECTANGULAR SUPPLY AND RETURN DUCTWORK SHALL BE LINED WITH MINIMUM 1.5" THICK - 2.75 LB/CU. FT. DENSITY LINER (MIN. R -VALUE 6). ALL RIGID OUTSIDE AIR AND RIGID ROUND SUPPLY AND RETURN DUCTWORK SHALL BE WRAPPED WITH MINIMUM 2" THICK -1.0 LB/CU. FT DENSITY DUCTWRAP WITH VAPOR BARRIER (MIN. R -VALUE 6). LOW PRESSURE ROUND FLEXIBLE DUCT TO BE 11]" THICK INSULATED AND A MAXIMUM OF 6 FT. LONG WITH VAPOR BARRIER. SUPPLY AIR DUCTWORK LOCATED WITHIN THE CONDITIONED SPACE IS NOT REQUIRED TO BE INSULATED UNLESS NOTED OTHERWISE. NEW RECTANGULAR SUPPLY AND RETURN DUCTWORK ON ROOF SHALL BE LINED WITH MINIMUM 4" THICK - 0.75 LB/CU. FT. DENSITY LINER (MIN. R -VALUE 12), 18. SPIN -IN FITTINGS TO DIFFUSERS SHALL BE CONICAL TYPE (EXCEPT LOCATIONS WHERE LISTED DUCT HEIGHT DOES NOT ACCOMMODATE). SPIN -IN FITTINGS TO DIFFUSERS SHALL INCLUDE AN INTEGRAL MANUAL VOLUME DAMPER. 10. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO SETTING EQUIPMENT. 11. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING MECHANICAL CONDITIONS. 12, ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL PLUMBING CODE; INCLUDING LOCAL AMENDMENTS, 13. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULES TO THE ENGINEER AND OWNER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. CONTRACTOR AGREES TO PAY FOR ANY REWIRED MODIFICATIONS DUE TO FAILURE TO PROVIDE SUBMITTALS PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 14, CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS: A. CFM IS AT ALTITUDE OF PROJECT. B, STATIC PRESSURES AND AIR PRESSURE DROPS ARE AT ALTITUDE OF PROJECT. C. HEATING AND COOLING CAPACITIES ARE AT ALTITUDE OF PROJECT. D. HORSEPOWERS ARE CORRECTED FOR ALTITUDE. E. NATURAL GAS INPUTS ARE AT SEA LEVEL. MECHANICAL LEGEND ALL SYMBOLS IN 19. ALL OPENINGS FROM EXHAUST DUCTS EXHAUST FANS, GRAVITY ROOF VENTS, 8, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INTAKE LOUVERS AND GOOSENECKS SHALL BE A MINIMUM OF 18" ABOVE THE TOP INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND /OR CORE DRILL OF THE FINISHED ROOFING SURFACE. FRAME REQUIREMENTS. �� ♦ Y FLEXIBLE DICT WMAMAL VOLUME DAMPER lam' ROUND DUCT INDIAN ROUND SIT WIN -IN TAXI TRW RECTANGULAR TRUNK 20. MOUNT THERMOSTAT AT 42" ON CENTER ABOVE FINISHED FLOOR UNLESS OTHERWISE 9. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH ALL NEW AND NOTED. ADA REQUIREMENT. TOTAL O.A. EXISTING MECHANICAL, ELECTRICAL, ARCHITECTURAL AND STRUCTURAL MEMBERS. RETURN DUCT PICT pONN T DUCT RANANvnW SD -1 10. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO SETTING EQUIPMENT. 11. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING MECHANICAL CONDITIONS. 12, ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL PLUMBING CODE; INCLUDING LOCAL AMENDMENTS, 13. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULES TO THE ENGINEER AND OWNER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. CONTRACTOR AGREES TO PAY FOR ANY REWIRED MODIFICATIONS DUE TO FAILURE TO PROVIDE SUBMITTALS PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 14, CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS: A. CFM IS AT ALTITUDE OF PROJECT. B, STATIC PRESSURES AND AIR PRESSURE DROPS ARE AT ALTITUDE OF PROJECT. C. HEATING AND COOLING CAPACITIES ARE AT ALTITUDE OF PROJECT. D. HORSEPOWERS ARE CORRECTED FOR ALTITUDE. E. NATURAL GAS INPUTS ARE AT SEA LEVEL. MECHANICAL LEGEND ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT GRILLES, REGISTERS & DIFFUSER DUCTWORK O.A. ROUND ' CONICAL TANEW MOM REECCTANGULAR NUNKK RIW$ ELBOW: 1 DIAMETER VAMFD ELBOW RWM W CONICAL TAKEOFF MODEL FRAME RRUL RECTANGULAR TRUNK �� ♦ Y FLEXIBLE DICT WMAMAL VOLUME DAMPER lam' ROUND DUCT INDIAN ROUND SIT WIN -IN TAXI TRW RECTANGULAR TRUNK •1! NO. OF WMANUAL VOLUME DAMPER CFM / ROUND Duct w DUCT TRANvnW CFM TOTAL O.A. CONCTRIC TOTAL O.A. RETURN DUCT PICT pONN T DUCT RANANvnW SD -1 TITUS LAWNIKIL SIDEWALL RETURN DUCT UP I SURFACE STEEL TF rAX EOFF AT MSTER 1 OBD EXHAUST DICT INDIA! SQ. FT. (RAxAZ) CFM REQ'D BOTTOMlY(EOFf DIFFUSER FXMMISi DICT w AT pfNSER MOUNTED Z II ! SUPPLY DUCT w SIDE TAKEOFF (S.F.) vARv DUCT DDM AT DFRUSER (RP) RETURN OR EXHAUST ~ AR FLOW - SUPPLY LAY -IN REpSTER/GAILLE f1� AIR FLOR - RETURN - (CFM) CIA EXIVST ® SUPPLY YR DIFFUSER L MANUAL WANE DAMPER W/ ROUND CONNECTOR AREA (S.F.) DUCT SMWE DETECTOR MISCELLANEOUS PANT OF CONNECTOR PROVIDE Vi'INSULATED TRANSER DUCT. SEE PLANS NE'Y TO FMSnN4 CM. i�D• LFKT LWAXMF V.fiWr fM PIPING. EWBOLIL , PIPING. 1"TTT1 MAORI MICAIE$ SWBWS TE L-LLLi FKTND TO RWO'hD NEW (D INDICATES 1 REMARK NOTES: NM NEW WORK Y"yr� RMTH N z(i EASnNG TO BE ISNOVED SHOWN ACONDIMONS SHOWN AS DARK 0.8 ABBREVIATIONS AM ABOVE NN WED FLOOR w OUTSIDE AR KRUEGER, METAL-AIRE, NAILOR INDUSTRIES, ACCESS PANEL RETURN ANT DIA D DIAMETER SA WARILY AR EA EXHAUST AR TW TWICAL MA MIXED AIR M) NEW MD MOTOWZlD DAMPER (E) EMSTING MW MANUAL VOLUME DAMPER M) RELOCATED NIC NOT M CONTRACT 359 21. GUARANTEE -CONTRACTOR SHALL REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. 22. 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 23. TESTING. ADJUSTING AND BALANCING -TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB PROCEDURAL, STANDARDS FOR TESTING. BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. SUBMIT TEST REPORTS FOR TESTING, ADJUSTING AND BALANCING. 24. COORDINATE ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 25. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION. 26. ADA ACCESSIBLE PRODUCTS SHALL CONFORM TO ADA AND ANSI STANDARDS. MECHANICAL DRAWING LIST: 01/M-1 MECHANICAL LEGEND, SCHEDULES, AND GENERAL INFORMATION 01/M-2 MECHANICAL DEMOLITION AND NEW WORK PLANS w z 0 DIDw w y a� a GRILLES, REGISTERS & DIFFUSER SCHEDULE O.A. PLAN MFR. TYPE Tj v MODEL FRAME MATERIAL FINISH DAMPER ROOM LEGEND REMARKS CODE AREA NO. OF NO. OF CFM / CFM CFM / CFM TOTAL O.A. TYPE TOTAL O.A. OUTSIDE AIR REMARKS SD -1 TITUS DESCRIPTION SIDEWALL AVAILABLE 272 -RL SURFACE STEEL OFF-WHITE OBD SEE PLANS SQ. FT. (RAxAZ) CFM REQ'D EFFECT. DIFFUSER PROVIDED MOUNTED (AZ) FOR NECK SIZE (S.F.) TG -1 TITUS (RP) CEILING EGGCRATE SOF LAY -IN ALUMINUM OFF-WHITE - (CFM) - 24"x24" FACE. 22"x22" NECK TRANSFER AREA (S.F.) (PZ) PROVIDE Vi'INSULATED TRANSER DUCT. SEE PLANS (E)RTU-1 GM 82 - - 82 5 1 REMARK NOTES: 5 0.06 5 10 0.8 13 41 OOR EQUAL BY PRICE, CARNES CO., KRUEGER, METAL-AIRE, NAILOR INDUSTRIES, 100F9FICE MECHANICAL DRAWING LIST: 01/M-1 MECHANICAL LEGEND, SCHEDULES, AND GENERAL INFORMATION 01/M-2 MECHANICAL DEMOLITION AND NEW WORK PLANS w z 0 DIDw w y a� a W O.A. VENTILATION CALCULATION W Tj v a Z u W UCJ d' RTU ROOM AREA OPERABLE AREA AREA NO. OF NO. OF CFM / CFM CFM / CFM TOTAL O.A. DIST. TOTAL O.A. OUTSIDE AIR REMARKS UNIT DESCRIPTION (S.F.) AVAILABLE REDUCTION ADJUSTED PEOPLE / PEOPLE PERSON (RPxPZ) SQ. FT. (RAxAZ) CFM REQ'D EFFECT. CFM REDID PROVIDED (AZ) AREA AT 4% FLOOR (S.F.) 1000 SF (RP) (RA) (VBZ) (VOZ) (CFM) (S.F.) AREA (S.F.) (PZ) (E)RTU-1 GM 82 - - 82 5 1 5 5 0.06 5 10 0.8 13 41 Oi 0 100F9FICE (E)RTU-3 RETAIL SALES 359 21 525 - - - - - - - - - - 90 AREA 101 (F)RTU-1,213.4 PRODUCTION/ 3713 102 2550 1163 2 2 10 20 0.12 20 40 0.8 50 649 Oi 0 UTILITY AREAS REMARK NOTES: Or PEOPLE LOAD AND VENTILATION REQUIREMENTS BASED ON IMC CHAPTER 4. (DDESIGN COMPLIES, MECHANICAL DRAWING LIST: 01/M-1 MECHANICAL LEGEND, SCHEDULES, AND GENERAL INFORMATION 01/M-2 MECHANICAL DEMOLITION AND NEW WORK PLANS w z 0 DIDw w y �o�Qpp.. AEO/sT S5 FSS/ONAIE��� 04/29/21 LL LL Z:) am O M M CD O?OGO O Q z p ww W Q F H i E5a UU)FO W�ML) OOp�U m_jwI- r t Co�a LL W a� a W W �z W Tj v a Z u W UCJ d' z W �m F R A Q Z O N U d � � I rU 0 V W "4 N a O d x x�Hl U W _U �o�Qpp.. AEO/sT S5 FSS/ONAIE��� 04/29/21 LL LL Z:) am O M M CD O?OGO O Q z p ww W Q F H i E5a UU)FO W�ML) OOp�U m_jwI- r t Co�a LL W nMECHANICAL DEMOLITION PLAN MfflSCALE: 1/8" = l'-0" GENERAL NOTES: 1. (E)DUCTWORK, EQUIPMENT, AND CONTROLS TO REMAIN UNLESS NOTED OTHERWISE. 2. REMOVE (E)DUCTWORK, EQUIPMENT, GRO'S SHOWN CROSSHATCHED. (TYP.) WORK NOTES: a� a O (E)GAS-FIRED RTU TO REMAIN, O(E)EXHAUST FAN, ASSOCIATED DUCTWORK AND CONTROLS TO REMAIN, O(E)COMBUSTION AIR LOUVER TO REMAIN. �z D(E)GAS -FIRED WATER HEATER FLUE TO REMAIN. 1 O REMOVE (E)EXHAUST FAN, ASSOCIATED DUCTWORK AND CONTROLS. Qr O(E)GRD TO REMAIN, El EA vee �,.��■I■l! TO BE RELOCATED. OO(E)GRD 9 O(E)THERMOSTAT TO BE RELOCATED. OREMOVE (E)SUPPLY DIFFUSER, ASSOCIATED DUCTWORK BACK TO MAIN. PATCH OPENING IN MAIN DUCT TO MATCH EXISTING. d 10 REMOVE (E)DUCTWORK BACK TO MAIN. PATCH OPENING IN DUCT TO MATCH EXISTING. 11 (E)SUPPLY DIFFUSER TO REMAIN. BALANCE TO CFM INDICATED. xi 12 RELOCATE (E)SUPPLY DIFFUSER TO LOCATION SHOWN. EXTEND/PROVIDE NEW DUCTWORK AS REQUIRED. BALANCE TO CFM INDICATED, LTa 13 CAP AND SEAL (E)DRYER EXHAUST DUCT IN WALL. CLEAN DUCT PRIOR TO CAPPING DUCT. (TYP.2) a 1e OPERABLE DOOR AREA AS INDICATED. Iris 15 BALANCE (E)RTU TO CONNECTED CFM. SET OUTSIDE AIR DAMPERS TO MINIMUM 159. d 16 LINE TRANSFER AIR DUCT WITH W ACOUSTICAL DUCT LINER. x� w _U l H rid " .S1 _ -■=ill g— I !Iw r q y i ♦ .` 41 I! ��4"i... �I�Gin""�lT�ZiLlS � � �4%%R" Fir,.viiS!%Iiv3P�irdll4 j�ItlT ol�lo .Itl c iFNW91A31 .az �C I �w'eV Ori �( �p !i ��. �"� 11 ims � /.H l .Ai� �irA�� ♦♦ .�e !� �Src Zi'il �������®���■■■�■_�� I___I♦P1j1�111 Qiti � ■fi���������� ��� inti° PJiI �:�� rIy �.. ,Qi_: loon momma ■■■■ori Immu m■■■m■■■ommi tlflbl Yl53�31FZIFZIF91a�riu■�■ME I�pryti�tl�■r7■I1I '■■i.amom'mm"Nu■I 'E► ®--®----I ---�---- nMECHANICAL DEMOLITION PLAN MfflSCALE: 1/8" = l'-0" GENERAL NOTES: 1. (E)DUCTWORK, EQUIPMENT, AND CONTROLS TO REMAIN UNLESS NOTED OTHERWISE. 2. REMOVE (E)DUCTWORK, EQUIPMENT, GRO'S SHOWN CROSSHATCHED. (TYP.) .MECHANICAL PLAN 'WWSCALE: 1/8" = l'-0" T, WORK NOTES: a� a O (E)GAS-FIRED RTU TO REMAIN, O(E)EXHAUST FAN, ASSOCIATED DUCTWORK AND CONTROLS TO REMAIN, O(E)COMBUSTION AIR LOUVER TO REMAIN. �z D(E)GAS -FIRED WATER HEATER FLUE TO REMAIN. 1 O REMOVE (E)EXHAUST FAN, ASSOCIATED DUCTWORK AND CONTROLS. Qr O(E)GRD TO REMAIN, TO BE RELOCATED. OO(E)GRD 9 O(E)THERMOSTAT TO BE RELOCATED. OREMOVE (E)SUPPLY DIFFUSER, ASSOCIATED DUCTWORK BACK TO MAIN. PATCH OPENING IN MAIN DUCT TO MATCH EXISTING. d 10 REMOVE (E)DUCTWORK BACK TO MAIN. PATCH OPENING IN DUCT TO MATCH EXISTING. 11 (E)SUPPLY DIFFUSER TO REMAIN. BALANCE TO CFM INDICATED. xi 12 RELOCATE (E)SUPPLY DIFFUSER TO LOCATION SHOWN. EXTEND/PROVIDE NEW DUCTWORK AS REQUIRED. BALANCE TO CFM INDICATED, LTa 13 CAP AND SEAL (E)DRYER EXHAUST DUCT IN WALL. CLEAN DUCT PRIOR TO CAPPING DUCT. (TYP.2) a 1e OPERABLE DOOR AREA AS INDICATED. 15 BALANCE (E)RTU TO CONNECTED CFM. SET OUTSIDE AIR DAMPERS TO MINIMUM 159. d 16 LINE TRANSFER AIR DUCT WITH W ACOUSTICAL DUCT LINER. .MECHANICAL PLAN 'WWSCALE: 1/8" = l'-0" T, a� a w w �z w � Qr z� w U CJ d' F R A d Z N xi F U d N LTa U�0.O, a d x� x� w _U �o�Qpp0 REO/sT S5 9o�Fss/ONAl6��\aa, 04/29/21 LL LL Nva M 00 O cv) 00 Ofaz0 F -H> wQ _< �a UFO W�MO Opus Of Of LL W 2 N r nCOMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate project Information Energy Code: 20181ECC Preps Titled: GOPUFF Location Wheat Ridge. Colorado (dinner Zone: Ed Pn TG : Abandon Ccs aw Bile: Ownerloam? Oeti9mrlCabacdx AT] West With Avenue Michael Harvey Suite A130 Michaq E. Homey, P.E., LLC Wheat Ridge. Coal 21041 Saddleback Orcle d ".to Parker, CO 80138 Mechanical Systems List OC Quantity System Type R Description electrictransformersmeetth 1 WaterReal I C404.S.L decaic Storage Wabr Rover, Counter: 30 galbm W Goal pump ONO observable Pmsvwd Efiow .I.'NBL.%fld(4,12MN.RpuiWEH mq 1,20SD%MIR,121 r Mechanical Compliance Statement Compliance StorefrontThe proposed mechanical steradon scratch represented in Nis document is connection withthe Wilding plans, specificationeand other calculations submitted with the former application. The proposed mechanical systems have been deigned to mot Me 2018 ECC requirements in COMcheck Var an 61.1.0 and Re comply with any epplicede mandatory requiraments listed in the Inspection Checklist. Date Protect Ttle: GOPUFF Report date: 010201 Date filerene: CWEH CO paimPAPR01ECT5\2021\33021006-WIIMCRE CENTER Page 1 o ] GOPUFROCMCHEIX\D429211601P1FF CC ICHECK.Ok Se dam A Additional Commentsfmsumpdons: 1 High lmpO(Tkrl) 12 Medium Impact Mai 13 Low lmpact(ra3) Protect Title: GOPUFF MwftdaW: 040201 Conference: C:NEH COnranAPROJECT512021\13021006-WILT RE CENTER Page Sa T 30PUFF\COMCHECK042921V30NFF COMCHECI(.ak COMcheck Software Version 4.1.1.0 ✓ Inspection Checklist Energy Code: 20181ECC Requirements: 0.0% were addressed directly in the COMcheck software Text In the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. Foreach requirement, the user cenWes that a code requirement will be met and new that is documented, or that an exception is being claimed. Where compliance is itemized in a sesame table, a reference m that table is provided. Equal I Does NO Insulation a=R-3.5. A Rough -in Electrical InspecHm Compiles? Camments/Assumptlons Lite to Commantl/msumptims d ".to 8056 Low -voltage distribution OC C103.2 electrictransformersmeetth ofEL261° OsesNt C404.S.L imumeflclancy requiremento ONO observable ';ODoas No: Table U05.6. ONO Applicable C405.7 Ease motors meet Na minimum OComples IEL221s efficiency requirements afTabies Owes Not C40461. C405.7fl) through C057NN ONO Observe ble Efficiencythrough document where exceptions to the del Ad approed ved ortifiallonOotion ONot Applicable standard are claimed. Her water progam or the equipment exickncy, Council are Installed that limit Me system sired per manaacturers ratings shall be provided by motor operation of a recirculetlon pump suing guide. (where cemflcation Insured 0 maintain temperature a a ONOObersede panufacturer rograms do not exist). storage tank. system return Wide aa palaicable CAo5.8.2. Eaalalors and moving walks campy OComplies "05.8.2. with ASME Al] 1]CSA 644 and have CLbal NO 1. automatic controls cpegurtsd CryOObsernde IEL261s e speed To me minimum ONOApplKable ODoey NO e m with poomm uctspeed owmer. Documents will cover ONO OEserwde ASMEAl].1 /CSA BrAaurigapplicable manufactures' infomptlon. ONOA til Applicable when m[conveying spad0atbns. programming ONOA passlocal ngerode passengers. procedures &admeans of illustrating G05.12 Total voltdrop screw fEL291ecombinationffmn eMlbrooch Coal ryO circuits c= 5%. ONOOMerwde ONOApplicable Additional Commentsfmsumpdons: 1 High lmpO(Tkrl) 12 Medium Impact Mai 13 Low lmpact(ra3) Protect Title: GOPUFF MwftdaW: 040201 Conference: C:NEH COnranAPROJECT512021\13021006-WILT RE CENTER Page Sa T 30PUFF\COMCHECK042921V30NFF COMCHECI(.ak COMcheck Software Version 4.1.1.0 ✓ Inspection Checklist Energy Code: 20181ECC Requirements: 0.0% were addressed directly in the COMcheck software Text In the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. Foreach requirement, the user cenWes that a code requirement will be met and new that is documented, or that an exception is being claimed. Where compliance is itemized in a sesame table, a reference m that table is provided. Equal I Does NO Insulation a=R-3.5. A Jo plan Revluw Complies? Commantl/msumptims d ".to C404.3 Hest tare installed on supply and OComplks C103.2 Plans, specifications, and/or �,OComplin C404.S.L 1pR3P calculations provide all inornabon ';ODoas No: requirements. Redwrtoss8ondamor;. with which compliance can We ;ONOObservebkl All piping insulated In accordance with determined tar the service water 'SONO Applicable section details eM trade C403.11.3. heating systems add equipment and C40461. Automatic time wifti irstolled to document where exceptions to the C40463 Informal switch off me standard are claimed. Her water C40461 Council are Installed that limit Me system sired per manaacturers i; operation of a recirculetlon pump suing guide. C404.6.3 Additional Commenb/msumptions: 1 High Impact Wier l) 2 Ifficalum Impact (Tom 2) 13 1 Low lm d(Tw 3) Project Title: GOPUFF Full date: 0102/21 Datefllererre: CWEHCOnpnw)PROIECTS12021\33021006-WILMORECENWR Page 2of ] GOPUFROCMCHECKW42921160PUFF CCMCHECK.Ok ed don I Does NO Insulation a=R-3.5. A Final l resolution Complies? Commentseussumptlons L dqe .ID cwnmenb umptlom 0 Re .ID C404.3 Hest tare installed on supply and OComplks (Finn de piping of rqn<Irculstrg Oval NO C404.S.L systems ONO observe We C404.S1 requirements. Redwrtoss8ondamor;. ONOApplikable C404.4 All piping insulated In accordance with OComplk5 JR25r section details eM trade C403.11.3. Owe NO C40461. Automatic time wifti irstolled to ONO observer de C40463 Informal switch off me ONot Applicable C40461 Council are Installed that limit Me CComplies IFI3213 operation of a recirculetlon pump ODees NO C404.6.3 Insured 0 maintain temperature a a ONOObersede Wl storage tank. system return Wide aa palaicable ONO Applicable ONOA w dedicated! ream Pipe or acold water pot supply pipe. ClotAppllobie C408.1.1 Building sexual and maintenance OComplka IFI571' documents will be Provided o the ODoey NO pri owmer. Documents will cover ONO OEserwde manufactures' infomptlon. ONOA til Applicable spad0atbns. programming ONOA procedures &admeans of illustrating ownerbe how Wilding, equipment and system as Intended to be imdlkd. maintained. and o aced. Addltienal Commentsfmsumpdons: 1 High ImpO(Tom l) 1141medlum Impact(Ter31 13 1 Low lmpact(ra 3) Protect Title: GOPUFF Iteprt Mk: 040201 Conference: CN H C00nranAPRCIECT512021\13021006-WILT RE CENTER Page 6a 301PUFFVOMCHECK042921V30NFF COMCHECi section I Does NO Insulation a=R-3.5. Nol ObSerwde A Plumbing Rougleln Inspection Complies? cwnmenb umptlom 0 Re .ID FDoeSrva end cool to singe or modulate mann (dismissed C4045. Heated water supply piping conform Decal C404.S.L to pipe length and volume Opo Na C404.S1 requirements. Redwrtoss8ondamor;. ONO observed tale IPDER rating requirements and m5aimum A e haustmncmab. tgpplloble ONO Applicable C40461. Automatic time wifti irstolled to OComPiks C40463 Informal switch off me CwssNO IPL311 reacircularl M1d-waRr system or hwt ONO Obsarreda a tram. ONOApplicable C404.6.3 Pumps that cbakae water between a OComlYks Wl header and stance Drink have controls Coder No w that umh operatran form startup to ONO Obaernde <= 5 minutes after end of heatingcycle. ClotAppllobie p04.7 Patterns rvci null water notalrs OComplies pri have controls that sort the pump Op Not upon receiving a signal tram the ONO course We action e a mw of a fixture or ONOA a no limits PPllwble ofpliance the water enteringdtm[wldwater' piping te 10i Additional Comments/msumptions. 1 High enpect(Tom l) Mlifiedium lmpect rill 3 I Low prpect Urer 3) Protect Title: GOPUFF Reportdate: 040201 DaofUeneme: CWEHC"pn&RQECnl202l%M21006-WILN RECENTER Page 3af ] G IPUFF\COMCHECKW429211GOPUFF COMCHECIc<ck Project Title: GOPUFF Report date: a02a1 Daolllemme:C:WEHCwOnoRgEC15\202L11302L0%-WMORECENWR Page TOT G IPUFFVONCHECK`p429211GOPUFF MMCHECII.cdr A I MceM1enlul aagki mopeNan I Complies? I cwnmerrt ump tom n'ble heating panels have I Does NO Insulation a=R-3.5. Nol ObSerwde I NorApplla de EnclmaticaMing^arpawntilation Lcomplas has automatic cocontaminant detection FDoeSrva end cool to singe or modulate mann (dismissed to 50% or len W desn Capacity. z� w Not Applkeble Kitlhen exhaust systems comply with I Complies replacement air and conditioned rpoes NO supply air Iinnotors, also satisfy hvd Not Obsenede rating requirements and m5aimum A e haustmncmab. tgpplloble Heating far remedial and eta curmms Lcompges witheteegal heating include Loosed NO heatm c cono-ols root shute the CNet Conestoga nsystem when outdoor air ONO temperatures, 45F. VesUWle ApO koala NO Owes Not ONO Omemde CNet Applicable Additignal eommenb/maumptions. 1 High impact(Nor l) nueneddrin lmpect tiler 2) 13 1 Low Impact MW3)3) Protect ride: GOPUFF Refortdate: 0402Q - Does feneme: CViil C"PIMAPRCIECTA2021\13023006-WILMORE CENTER Page Oaf 1 30PUFF\COMCHECK0429211GOPUFF COMCHECIc<dt Z 0 N W N W y �o�Qpp0 REO/ST ? �L S5 90 A : \a�� FSSIONAIE�v 04/29/21 LL LL am O M M O CV) 00 OfQZO W LU W` NQ F � / LL �� UFO Wxcou 00� 0i ���Of of�a LL �>W_ to Whreari S04,A c Ling pet`s0 a a X w w �z Gx7 Ej v Qr z� w ij C'1 d' H z W 0 F 0 A QN U N d m xg�V� �x LTa Ue4 le �0.0a a 0 xi U w _U �o�Qpp0 REO/ST ? �L S5 90 A : \a�� FSSIONAIE�v 04/29/21 LL LL am O M M O CV) 00 OfQZO W LU W` NQ F � / LL �� UFO Wxcou 00� 0i ���Of of�a LL �>W_ to Whreari S04,A c Ling pet`s0 PLUMBING GENERAL NOTES: 1. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS 17. TESTING, ADJUSTING AND BALANCING -TOTAL SYSTEM BALANCE SHALL BE DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY PERFORMED IN ACCORDANCE WITH NEBB PROCEDURAL, STANDARDS FOR TESTING, THE CONTRACTOR AS TO SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. SUBMIT TEST REPORTS PERFORMANCE. FOR TESTING, ADJUSTING AND BALANCING. 2. (E) INDICATES EXISTING, (N) INDICATES NEW MATERIAL, (F) INDICATES FUTURE, (R) INDICATES RELOCATED. 3. $ INDICATES POINT OF CONNECTION OF NEW TO EXISTING. 4. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS, DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REWIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS, 5. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. 6. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES. INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND /OR CORE DRILL REQUIREMENTS. 8. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH ALL NEW AND EXISTING MECHANICAL, ELECTRICAL, ARCHITECTURAL AND STRUCTURAL MEMBERS, 9. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO SETTING EQUIPMENT. 10. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING MECHANICAL CONDITIONS. 11. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL PLUMBING CODE: INCLUDING LOCAL AMENDMENTS. 12. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULES TO THE ENGINEER AND OWNER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. CONTRACTOR AGREES TO PAY FOR ANY REQUIRED MODIFICATIONS DUE TO FAILURE TO PROVIDE SUBMITTALS PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 13. CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS: A. NATURAL GAS INPUTS ARE AT SEA LEVEL, 14. ALL EXISTING EQUIPMENT TO BE REMOVED SHALL HAVE ALL RELATED HOUSEKEEPING PADS, PIPING, CONTROLS, GAUGES, ELECTRICAL SERVICE, HANGERS, SUPPORTS AND ANY MISCELLANEOUS RELATED SERVICE OR PARTS REMOVED COMPLETELY. 15. 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 16. 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. PLUMBING LEGEND ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT LINE DESIGNATIONS -- CXD WARR (CW) - - - - - - - SVIIiMY ANY m NOT WARR (MW n INDIRECT WASTE COLD WATER _NW- GREAY WASTE MOT WARR (RCRATNG NATURAL CAS (MMC) FIXTURE SANITARY WASTE (KI Rk - COMPRESSED AIR ABOVE GRIM M FLOOR - o EQUIPMENT DRAIN � 0 B WTARY (BIMNG MY) FIXTURE IWLOW PEACE OR RUDER CODE VALVES and FITTINGS BALL VALVE MFR. TEMPERATURE GAUGE CHECK VALVE MOUNTING TEMPERATURE �� �� REUEI MAITRE: STYLE MISCELLANEOUS PPxi P MACn e xEW ro EYznxCM [MST LIGHTLINEWEIGHT EM [T EQUIPMENT. [TTT1 xAi<xML INOICARS i XT. ET SRADL% TEXT. ETC. L-LL4 EASNNG 10 BE REMO`2D NEW (3 NPCA25 EKISDNG U E N S K NEW MCNx (i EnSNHG 10 BF RENO>ED 9TORN AS DARK SWAIA ABBREVIATIONS -GENERAL AFF ARM FINISHED RDPt ONE OUTSIDE MR AT ACCESS PANEL RA RETURN MR DA. D DIAMETER SA SUPPLY AIR EA EXHAUST MR TW TYRCAL MA MIXED AIR (N) NEW YD MOTWIZED DAMPER (E) EXISTING YL9 MANUAL MUME DAMPER (R) RELOCATED NIC NOT IN CONTRACT 18. COORDINATE ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 19. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION. 20. ADA ACCESSIBLE PRODUCTS SHALL CONFORM TO ADA AND ANSI STANDARDS, 21. PROVIDE COMPLETE INSTALLATIONS OF NEW PLUMBING FIXTURES AND TRIM, ASSOCIATED SOIL, WASTE, VENT, AND HOT AND COLD WATER PIPING. INLCUDING ALL NEW CONNECTIONS TO EXISTING SOIL AND VENT STACKS AND EXISTING COLD WATER PIPING. HANGERS AND SUPPORTS. TO MAKE ALL SYSTEMS COMPLETE AND OPERATIONAL. 22. SOIL. WASTE. VENTS, DRAINS ABOVE GROUND. NO -HUB CAST IRON SERVICE WEIGHT. CISPI 301, WITH JOINTS MADE OF NEOPRENE GASKETS AND STAINLESS STEEL CAMP AND SHIELD ASSEMBLIES, BELOW GROUND SERVICE WEIGHT CAST IRON, CLASS B, ASTM A74, HUB AND SPIGOT, CISPI HSN COMPRESSION TYPE WITH ASTM C564 NEOPRENE GASKETS. CONTRACTOR OPTION TO USE DWV PVC SCHEDULE 40 PIPE AND FITTINGS IN NON -PLENUM LOCATIONS. 23. DOMESTIC COLD. HOT, AND HOT WATER RECIRC PIPING WITHIN THE BUILDING ABOVE GRADE. COPPER WATER TUBE ASTM 888. TYPE "L". HARD DRAWN. CAST BRONZE OR WROUGHT COPPER FITTINGS. SOLDER JOINT TYPE. USING ONLY LEAD-FREE SOLDER. DOMESTIC COLD WATER PIPING BELOW FLOOR INSIDE BUILDING TO BE TYPE "K" COPPER TUBE ASTM WITH NO JOINTS OR FITTINGS BELOW FLOOR. 24. INSULATE DOMESTIC HOT WATER AND HOT WATER RECIRC PIPING WITH SNAP-ON TYPE FIBERGLASS PIPE INSULATION 1" THICK1-1 4" PIPE SIZE AND SMALLER 1-1/2" THICK 1-1/2" PIPE AND LARGER) WITH FACTORY APPLIED FIRE RETARDANT VAPOR BARRIER JACKET WITH SELF-SEALING LAP, ALL VALVE AND FITTINGS SHALL BE INSULATED WITH SESTON COMPANY PRE -MOLDED FIBERGLASS PVC INSULATION FITTINGS, INSTALLED AS RECOMMENDED BY MANUFACTURER. INSULATION SHALL HAVE CONDUCTIVITY NOT EXCEEDING 0.27 B7U/INCH/HR/FT"2/'F, AND NOT EXCEED FLAME / SMOKE SPREAD DEVELOPED RATINGS OF 25/50. FOR PIPING 1-1/2" AND LARGER, PROVIDE 180 DEGREE CALCIUM SILICATE INSERTS WITH 180 DEGREE GALVANIZED STEEL SADDLES AT ALL INSULATED HANGER LOCATIONS. IN LOCATIONS OF POSSIBLE FREEZING, INSULATE DOMESTIC COLD, HOT. HOT WATER RECIRC PIPING WITH 2" THICK INSULATION INDICATED HEREIN. 25. STOP VALVES. ALL FIXTURES AND ROUGH -INS ETC., TO BE SUPPLIED WITH STOP VALVES TO ISOLATE EACH FIXTURE. 26. SANITIZE ALL NEW PIPING AND FLUSH THOROUGHLY. 27. PROVIDE NON -CONDUCTING DIELECTRIC FITTINGS AND/OR COUPLINGS WHEN JOINING PIPE OF DISSIMILAR MATERIAL. TOP OF COVER SHALL BE FLUSH WITH FINISHED FLOOR FI FLOW FINISHED GRADE ADJUSTABLE CLEANOUT WITH NICKEL BRONZE TOP AND BRONZE PLUG. RATED FOR BEARING FOOT AND MEDIUM LOAD WHEELED TRAFFIC. FLOOR CLEANOUT SCALE: NONE �1N IpCAT ON IN FeLO. �RIFy FI NqL fCATCT TO FfQ ,INN" qVI FN ON PLUMBING WASTE & VENT ISOMETRIC (EWC-1) SCALE: NONE PLUMBING ROUGH -IN FIXTURE CONNECTION SCHEDULE FIXTURE TYPE PLUMBING FIXTURE SCHEDULE SOIL OR WASTE VENT PLAN COLD WATER DESCRIPTION HOT WATER FIXTURE WATER COOLER / DRINKING FOUNTAIN FIXTURE FIXTURE FAUCET FAUCET 1/2 - FAUCET FIXTURE REMARKS CODE MFR. d MODEL MOUNTING MFR. MODEL U d N STYLE MOUNTING a O STYLE U U W HEIGHT AFF EWC-1 ELECTRIC WATER COOLER - ADA HALSEY TAYLOR HTVZ8BLPV WALL -- -- -- PER MANUF.'S RECS @ FS -1 FLOOR SINK JAY R. SMITH 3020 FLOOR -- -- -- -- @ REMARK NOTES: @ PROVIDE BI -LEVEL BARRIER -FREE COOLER WITH PLUG-IN AND 3 -WIRE GROUNDING TYPE @ FLOOR SINK, ROUND, CAST IRON, PROCELAIN ENAMELED INTERIOR, SUMP BODY DRAIN SERVICE CORD. 120V/l PH, 4.0 FLA. ELECTRICAL CONTRACTOR TO PROVIDE 120V/1PH RECEPTACLE BRONZE REMOVABLE HALF TOP GRATE, BOTTOM STRAINER, BOTTOM WASTE OUTLET, RATED AT 15 -AMP MINIMUM. YDEEP x 8.5" ROUND WITH FLASHING COLLAR AND CAST IRON RING, 2"WASTE/1'fIVENT. TOP OF FLOOR SINK SHALL BE LEVEL WITH FINISHED FLOOR. PROVIDE PROSET TRAPGUARD. PLUMBING ROUGH -IN FIXTURE CONNECTION SCHEDULE FIXTURE TYPE SYMBOL SOIL OR WASTE VENT W COLD WATER HOT WATER REMARKS WATER COOLER / DRINKING FOUNTAIN EWC/DF 2" 2" 1/2 - z W U� I F R U V d z x F REMARK NOTES: U d N LTa U�0.O. CHROME WALL COVER AND SCREW - HUB & SPIGOT 45' C.I. BEND MAY EXTEND AS A WASTE OR VENT. SANITARY TAPPED TEE WITH CLEANOUT NO HUB COUPLING (TYP.) FLOOR LINE FIRE STOP AT ALL FLOOR PENETRATIONS BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT (WCO) DETAIL NOT TO SCALE Z I f(O yF�PY FINAL 2" LO T ATC Tp OF FL,ON IN if)W INS gNpRIF7 F OIRfeNoN PLUMBING WASTE & PLUMBING DRAWING LIST: VENT ISOMETRIC (23FS-1) 01/P-1 PLUMBING LEGEND, SCHEDULES, DETAILS, ISOMETRICS, AND GENERAL INFORMATION SCALE: NONE 01/P-2 PLUMBING DEMOLITION AND NEW WORK PLANS �o�QpOO...... N.N. S5 W o; 9o�Fss/ONAl6��\aa, 04/29/21 LL LL Z:) am O M M CD co LIE::)! Ofazo ww W Q i �a UU)M 111 W xcco OU 00� w M-Jw� III Co�a LL � W LL r 0 a� a W W "z W Ej v a Z U W UCJ d' z W U� I F R U V d z x F U d N LTa U�0.O. a O N�L�I U U W �o�QpOO...... N.N. S5 W o; 9o�Fss/ONAl6��\aa, 04/29/21 LL LL Z:) am O M M CD co LIE::)! Ofazo ww W Q i �a UU)M 111 W xcco OU 00� w M-Jw� III Co�a LL � W LL r 0 GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE FLOOR OR WALL CLEANOUTS ON MAIN WASTE PIPING AS REQUIRED SO NO DEADEND WASTE LINES EXIST AFTER CONSTRUTION. 1<8> I 3 2 WORK NOTES: In '----rr- I Id__--_rr- 6 0 O(E)GAS-FIRED RTU TO REMAIN. t0 1 .. T10 \ i f 5 I I I \\ O I O (E)REDUCED PRESSURE BACKFLOW PREVENTER TO REMAIN. "- _� n L______ ___ �--_j--Y_---IIIL______ \ O(E)FLOOR DRAIN TO REMAIN. _ �. II J O(E)WATER CLOSET TO REMAIN. 1Z 10 / (E)RTU-3 (E)RTU-2 I O(E)LAVATORY TO REMAIN. L Ej� tro4# \ III \ FII"IF_� JJLL JJ Q(E)MOP SINK TO REMAIN.`Y �Jjj jI llcf (E)RTU-1 O(E)SINK TO REMAIN. :T(E)RTU-4 <a>(E)WATER VALVE BOX TO REMAIN. II L_�I L L_� II ;; JI \ II 12 12 12 IL-- OANDA HOTS—FIRED WATERACIRC PUMPRTO REMAIN. ASSOCIATED STORAGE TANK, CW/HW/HWC 8 GAS PIPING, �\ II ��II DTII iTlll ° \ / III / III / 1OO REMOVE (E)WATER CLOSET, ASSOCIATED CW/W/V PIPING BACK TO MAIN AND CAP. 13 11 . j 1 11 REMOVE (E)LAVATORY, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. L - �i 010 iii _11<9>REMOVE (E)SINK, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. r I c .LEE P. _ _ _ _ _ _ r === _ _ _ ------ _ �I r =�'- - 1 Q CEAMMOVE (E)SHOWER, ASSOCIATED FLOOR DRAIN CW/HW/W/V PIPING BACK TO MAIN AND QI 11�/ II III� 114 I I kf- <2> <a>REMOVE (E)CW/HW/W/V PIPING, BACK TO MAIN AND CAP, SERVING BIRTHING TUB rrll II \ PREVIOUSLY REMOVED BY OTHERS. pry -� 15 (E)W/V PIPING IN THIS AREA TO REMAIN FOR CONNECTION TO (N)FLOOR SINK. SEE L PLUMBING PLAN. 1z I'sL�711 II ---� <8>CONNECT (N)14 -CW TO (E)CW IN THIS AREA TO SERVE EWL_I. ■ 1Q SEE PLUMBING ISOMETRICS FOR ADDITIONAL WORK IN THIS AREA. 18 CONNECT 15'HWC ON TO (E)HW PIPING SERVING (E)LAVATORY WITHIN 6 IN. OF FAUCET TO (E)LAVATORY PER SECTION C404.5.1 OF IECC. VERIFY LOCATION IN FIELD. nPLUMBING DEMOLITION PLAN <8>CONNECTMUM SHWC PIPING TO (E)HWC. VERIFY LOCATION IN FIELD BALANCE FLOW TO 'WJVSCALE: 1/8" = 1'—C" QO REMOVE (E)WATER VALVE BOX AND ASSOCIATED CW PIPING BACK TO MAIN AND CAP. . PLUMBING PLAN SCALE: 1/8" = 1'—C" w z 0 w o: W �Qp00...... • S5* FSSIONAIE�v 04/29/21 LL LL IZ O M M O O?ODO OfaZO ww WQ F �_ i �a UFO WxMO 00� 0w m-iwQ LL r � �� Co�a LL W 2 a� a w w �z w Tj v Qr z� w U CJ d' .r H F R A U d z xg��� a x U w _U �Qp00...... • S5* FSSIONAIE�v 04/29/21 LL LL IZ O M M O O?ODO OfaZO ww WQ F �_ i �a UFO WxMO 00� 0w m-iwQ LL r � �� Co�a LL W 2 45' C.I. BEND FIRE STOP A BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT (WCO) DETAIL NOT TO SCALE r OGAn� IN 1 FIN G Q�oc4 cT To F(O, IN\E)w N N A pRIFy pl O NeCNON PLUMBING WASTE & VENT ISOMETRIC (EWC-1) SCALE: NONE FLOOR CLEANOUT SCALE: NONE T* C I OCgTON to IN Fe o �eRIFy FINA( WRIP RfP'NAl TION PLUMBING WASTE & VENT ISOMETRIC (21 S-1 SCALE: NONE VACUUM DIELECTRIC UNIONS— STATE 0 ETC -2X EXPANSION TANK SUPPORT FROM STRUCTURE. 1.96 GAL CAPACITY 1.27 GAL ACCEPTANCE VOLUME 1" ; 0-160• WATER HEATER E H- TOP OF COVER SHALL BE FLUSH a� WITH FINISHED FLOOR FINISHED GRADE PLUG WHEN MAY EXTEND AS A W NOT EXTENDED WASTE OR VENT, W HOT WATER CIRC. PUMP, CP 1, B & G Z 0 U MD. 0.5 GPM ®15 FT. Qr W m 12 V/IPH, 9 HD. 120V/IPH, 90 WATTS. �, GPM 8 & G ADIIASTAT ADS z ,Y ti W E it. > rn�UN d x F U d N 1' a L O I 8 & G AUTOMATIC X CHROME LOCATE IN FIELD. WALL U TC WALL COVER AND SCREW SANITARY TAPPED TEE JAY R. SMITH MODEL 4020 ALLOW 18" CLEAR WITH CLEANOUT ADJUSTABLE CLEANOUT WITH NICKEL SPACE IN FRONT AND BRONZE TOP AND BRONZE PLUG. OF CLEANOUT RATED FOR FOOT AND COMBINATION Y & MEDIUM LOAD WHEELED TRAFFIC. NO HUB COUPLING 1/8 BEND FITTING (TYP.) WHERE APPLICABLE HUB & SPIGOT (TYP.) FLOOR LINE FLOW 45' C.I. BEND FIRE STOP A BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT (WCO) DETAIL NOT TO SCALE r OGAn� IN 1 FIN G Q�oc4 cT To F(O, IN\E)w N N A pRIFy pl O NeCNON PLUMBING WASTE & VENT ISOMETRIC (EWC-1) SCALE: NONE FLOOR CLEANOUT SCALE: NONE T* C I OCgTON to IN Fe o �eRIFy FINA( WRIP RfP'NAl TION PLUMBING WASTE & VENT ISOMETRIC (21 S-1 SCALE: NONE VACUUM DIELECTRIC UNIONS— STATE 0 ETC -2X EXPANSION TANK SUPPORT FROM STRUCTURE. 1.96 GAL CAPACITY 1.27 GAL ACCEPTANCE VOLUME 1" ; 0-160• WATER HEATER E H- FULL SIZE DOWN AND OPEN -SITE OVER DRAIN PAN TANK DRAIN VALVE W/ HOSE END CONNECTION FLOOR WATER HEATER PIPING DETAIL NOT TO SCALE WORK NOTES: O 2" DEEP GALVANIZED DRIP PAN WITH 1" DIAMETER DRAIN OUTLET. OPENSITE DRAIN OUTLET TO (E)FLOOR DRAIN. O BALL VALVE (TYPICAL). �pFgnTo ON INF IE O(t)4W yPINF G stc AV ONAI R Q)n 1'04 y �T O9,S ININ OF IfCC PLUMBING COLD, HOT, HOT WATER RECIRC ISOMETRIC SCALE: NONE FI[�pRIFy �o�QppO...... S5 90 . . \a�� FSSIONAIE�v 04/29/21 LL LL Z:) am O M M O O?ODO OfQzo Z-QOf UFO w w M u 0 0 �w m_JwQ LL r � �� Co �a LL w >2 co ^1 n r C) a� a w W W HOT WATER CIRC. PUMP, CP 1, B & G Z 0 U MD. 0.5 GPM ®15 FT. Qr W m 12 V/IPH, 9 HD. 120V/IPH, 90 WATTS. �, GPM 8 & G ADIIASTAT ADS z ,Y ti W E it. > rn�UN d x F U d N 1' a L O I 8 & G AUTOMATIC X TIMER KIT T LOCATE IN FIELD. x U TC W FULL SIZE DOWN AND OPEN -SITE OVER DRAIN PAN TANK DRAIN VALVE W/ HOSE END CONNECTION FLOOR WATER HEATER PIPING DETAIL NOT TO SCALE WORK NOTES: O 2" DEEP GALVANIZED DRIP PAN WITH 1" DIAMETER DRAIN OUTLET. OPENSITE DRAIN OUTLET TO (E)FLOOR DRAIN. O BALL VALVE (TYPICAL). �pFgnTo ON INF IE O(t)4W yPINF G stc AV ONAI R Q)n 1'04 y �T O9,S ININ OF IfCC PLUMBING COLD, HOT, HOT WATER RECIRC ISOMETRIC SCALE: NONE FI[�pRIFy �o�QppO...... S5 90 . . \a�� FSSIONAIE�v 04/29/21 LL LL Z:) am O M M O O?ODO OfQzo Z-QOf UFO w w M u 0 0 �w m_JwQ LL r � �� Co �a LL w >2 co ^1 n r C) COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate al,.n,♦ hxxwx /018ALe ,I 'Ary, IRA, Cargenbrafte AddiN� " .iNlP. li m . a Mmxi um"w Moment wx ew vm ma"Mu. Morn lMe.Nro Pexr wan u do mm a i.ft� MIR go CIA rieweal mn0 wmx m�wMMr/x LUM�arre� �MWmae„erm0 so Manor rcx% I Wmmu® _ My 5 Ad be �w�Yalnxn9m�m+meaumw�.. rmn°,mxx11 iev viiynnoCy�� Asia base �lg� Am meet Me 2019 Il my. Marcos I copy held morpon 4 2 5 1 add A damply MAN a" aWlw" �Fo�requireendent, listed In the Inspection Chedlest 6 V COMACheck SoR are Version 4.1.5.1 Inspection Checklist Energy Code: 2018 SPOT I AT I Ia.x.. I cxn.im I n,,.,wrmux. I wyin Ex llx n unw+ .. ..M..,• Conshe Not AILEE control CIA Ill.., 11, comal to field Me connected lighting • °noad oua uxm. Cliffs 2 1 Always in nw iix Dox [It"]- come wpVRfint�s ONOt�able wa�e starting acres and after and section Cer 2 13 Air p. pope Came As.. Not phyp 'Rhode In 1111"1,1 led lots Ideal 11 CUWMMI�ly cement I Read game ouuaouuxa. marecal Me A,�Int Iceland Al beyond the iM..y meng saingroad by the orgamor 00 xet °x C III IT Or day ammly 13 ONDL�Nable Anfiefted so thin leaned' Added can DI appliftim As �mil� Caperately in coca donds In floor Arms , - Som Ed it Of III Achmad I all control zones Ad Met mernmel I Enron �Cr In earn Me An zone Comes set aft �� MARC 20 minuI at all occupants confiloped rely mast m, moral �Mi I ON no Call Whom air tom ifteme any is de�ted CAM 2 2, Each area not beezed by occommer n QOrn°°ux CARE 2 2 1 let Cities 2 1 [ hale time, I Net 11 In �MF and commis av uos rr. a no Cross M'. ax°irooiinex It nvywaamkMtixmn ume•n Calls III andedual I.n=lN the' � Me°Do�lNo a yiptfing I"�` nCARS 2l ,rouumei. As omP Won mMmIft i.Io IUMou C405 2 . s mW li�ing.eimMm es for o ANet l planei OPEC My LOS IWIIW .x.00rv.. p�n a.". Dxaro°umfx _ coign ELVE onoeo<"ImAkApAnallai no m.:M aPofdo appeared Imam 1 Ax. o1�ooe..r,.oi. Dxmro°uxex IEL26F'a type dilOMI.n Loles mpmennena o�TIME CARE 6°Deme..:l. oxOt° C40 I of 1) thropugh 17445 Ell cooled c War an imprical,NObit : R:.. °n °oromi...M ratings chili he p�l� Ad moser progromy 1. net ofty C405 9 2, Cannot and testing miss comply D�pliM Case a 2 w Am may At I beyel 041 and May, 0i Not mrmi� speed In w�an� with ON' poll COME At 7 force 044 01 mal Cape when nn,<x. Du. Cast R omer In. 1 map WAN MoxA Net ONCLAMIAble mexionai Com..MWw UMMIMN Cam I earn mind Mill Cry, ans 'Or uccone et Cape 2 S systems and MulW�t A Me JAN, No' 2 Coding me or designated C495 A I Interior in�lled lamp and fixtere D�pl,.N sho I'. Moran marmand I she. ed Me PK� 1191 Eyes My beyond A P�d COAL plafter I Carl how my Ang emproperm sed re nagrard and emeall Il Cl acceptance ONot�Nable ONOLARMICable ONOLANCIAl MdMm,lm,x MMA umolx I}� WNL LIGHTS WITH LANDLORD. ENSURE CIRCUIT C INUIW IS MABONNED THRU DEMO d ^ �t pi RJACEIVING TYPICAL, NEW, DIMAPI , SUSPENDED LED HIGH BAY FIXTURE ARM INTEGRAL OCCUPANCY SEN.SCR AND WIRE GUARD. (12W., n WATTSI. WHOM CAT. NBG125EFAFLGND-MVOLT- lZ 3WK MkURIMBB536WG1BG22 TYPICAL. NEW, LED, BATTERY EUT SIGN. I MATCH EXISTING.(GHEVRONS AS SHOWN) PRICE DIMMING AS ALTERNATE- I F NOT ACCEPTED PROVIDE STANDARD SWITCH TESTSWITCH. ®LIGHTING PLAN SCALE: 118"=1'-0" TYPICAL, EXISTING, EXTERIOR EGRESS HEAIJS.I TO VERIFY OPERATION AND GENERAL NOTES: ELECTRICAL LEGEND 1. EC. TO VERIFY AIL CURRENT BUILDING STANDARDS FOR DEVICE AND COVERPLATE RECESSED LED FIXTURE SPECS AND FINISHES. ALL NEW ELECTRICAL WEEKS?( TO COMPLY AN ME 2UA NE.C. ENSURE GFCI ACCESSIBLE DEVICES PER NEC. AND AS INDICATED, ® EXIT LIGHT (BATTERY)-NONSWRCHED 2 NEW FLOOR BOXES TO BE FIELD VERIFIED FOR LOCATION AND XRAY FLOOR AS (D JUNCTION BOX REQUIRED PRIg3 TO WORK. COORDINATE MYTH NEIGHBORING TENANTS AND BLDG $ SINGLE POLE $HITCH MANAGEMENT. VERIFY EASTNG CONCRETE FLOOR CONSTRUCTION. $3 THREEWAYSWITCH 3. LOW VOLTAGE BOXES TO BE 2 -GANG WITH SINGLE GALG MUD RING AND I -114"C WE $a FOURWAYSWRCH PULLSTRING FOR LV. CABLING BY OTHERS. DEVICE AND COVERPLATE BY SYSTEM $P SWITCHWITH PILOT LIGHT INSTALLER. $O5 OCCUPANCY SENSOR WALL SWITCH 4. REFER TO ME MECHANICAL PLNLS FOR LOCATIONS, NOTES FOR CONTROLS AND ® DEEDING MOUNTED OCCUPNNCY SENSOR ANYNGUIONALWKI PROVIDE POWER SUPPLIES TO DAMPERS,ETC. CONNECT LINE VOLTAGE WALL CONTROLS AND DUCT DETECTORS PER BEEN NOTES. ® DIMMER RATED FOR WATTAGE AND LOAD TYPE 5. FIRE ALARM SYSTEM DESIGN IS EXCLUDED ON MORE DRAWINGS. FIREALARM W DIMMER WITH INTEGRAL OGCUPANCYSENBOR SHOP DRAWINGS ARE REQUIRED BY ME SYSTEM PROVIDER I INSTALLER. $ WPDEX RECEPTACLE MIN. STD. WALL HEIGHT 6. PROVIDE NEN LIGHT FIXTRRE$AS SPECIFIED MD SUPPORT UY IN FIXNRE$ FROM 116-OC.,A.F.F. $TRUCTUREPERIB.C. PROVIDEAUTOCOIRROL$ASINDICATEDINOTED. VERIFY 4-RIDREMPTACLE MIN. SN.WAL HEIGHT ALL LIGHTING COUNCIL SPECIFICATIONS WITH BUILDING MANAGEMENT. +IVOC,AFF. T. PROVIDE NEN EXIT MD EGRESS LIGHTS PER ME NEW BUILDING STANDARDS. ® FLUSH FLOOR MOUNTED AREA RECEPTACLE B. EC.TOPROVIDE LABELS) ON ALL DEVICE COVERPUTE$ INDICATING ME PANEL ® RUSH ROCK MOUNTED DUPLEX RECEPTACLE AND BRANCH CIRCUIT NU CUP FROM WHICH THEY ME FED. ® SPECIAL PURPOSE RECEPTACLE 9. 11 SHALL PROVIDE UPDATED PANEL SCHEDULE($I INDICATING LOADS SERVED AND Q MIECOMM I DATA CURET MCI C. STUB -UP SPARE CIRCNTS. TURN SPARE BREAILERS TO THE -OFF POSITION. NO WARE (CCNDUIT, BOX AND MUDMNG BY EC) CIRCUITS ALLOWED IN WALLS OR CEILING SPACES. QM SINGLE GANG OPENING WITH MUDMNG It ME AVAILABLE FAULT CURRENT AT ME SERVICE EQUIPMENT SHALL BE HELD O FLUSH FLOOR TELECOMM. WILET WI L4"C.BN&UP MARKED PER CALCULATION AS'_A' AND DATED -___-PER NEC 11V24(A) 12. PROVIDE GFI IA VOLT CURETS WITHIN IT OF WATER SERVICE M=R SINKS AND COAXIAL AND CAME CONNECTION FOR TV (CONDUIT. BOX AND MUMUNG BY Eq A$ PER NEC. 4 MOTOR 13. EC. MUSTVEMFY LOCATIONS OF ALL POWER AND DATA DEVICES MTI TENANT � DISCONNECITRATED FOR USE POOR TO RGIGRI N, SUBJECT TO RELOCATION BY MM W WP WEATHERPROOF H. ENSURE CIRCUIT CONTINUITY FOR ALL EXISTING CIRCUITS AFFECTED BY OR GROUND FAULT INTERRUPTER. PROTECT DOWNSTREAM DEMOLITION MIS SCOPE. At ABOVE COUNTER 15. COORDINATE ALL POWER SHUTDOWNS MIH BUILDING MANAGEMENT. FOR MOUNT RECEYTACDE HOMZONTALLY. TR . TAMPER-RESISTAIJT DEVICE 10. CONTRACTOR CAT OEI RELSE DEVICES REMOVED DURING DEMOTION AS LONG AS DEVICE IS EISNONOT DAMAGED. LOW VOLTAGE SYSTEMS NOTE: CONTRACTOR SHALL COO RDINAM DIRECTLY WITH OWNER'S LOW VOLTAGE CONSULTANT(TELE, DATA, AA, SECURITY I BURGLAR ALARM, ETC.) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. PAN EMM RACEWAYS REQUIRED BY THESE SYSTEMS SHALL BE COMMITTED DIRECTLY All H THE CONSULTANT I SO PRIER. ANY ADDITI ONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED MAIN EIECTMCAD ENGINEER. FIRE ALARM NOTE: FIRE ALARM AND DETECTION DESIGN IS EXCLUDED FROM THESE DRAWINGS AND IS CONSIDERED AS SHOP DRAWINGS BATHE BUILDINGS SYSTEM SUPPLIER ITECHNICIAN. NOTE THAT MY EXISTI NG DEVICES IN THIS SPACE WILL REQUIRE DEMO I RELOCATION, PETER TO MECHANICAL DRAWINGS FOR ANY DUCT DETECTORS NOTED. COORDINATE THESE DUCT DETECTORS (SUPPLIED BY III INSTALLED BY EG.) MR SYSTEM COMPATBILITY. ENSURE LEST STATIONS AND REMOTE LIGHTS AS REWIRED. n 11 urll RFGPrIxG m.tl../j/P 2T T A-2931.3 PRMMTAfl /RhEP\LI E 4 3],39 YAA 2325,27 M�"•-%• N p353],39 L(@TER RPlA'IEI'RNSIE APSY NIC 1 Is A17,1921 As V. A IS A ] MiCGLGTAFFA Accord REPLACE Me GFI MEW INVESTIGATE EXTG CIRCUITRY IN SURE FOR DI RIiUSEOFCIRCUDS. NO SPARE CIRCUITS ALLOWED CEILINGSPACES. RELABELPPNELINDEXACCORDIN meney 0 GFI Me ry Al flETAIL6 AREA 1 A-21 RLDHO'CO nn 6W DLG) SW. CCG) Hb AO s.w jcLou 12py„A ,c,a �9 EXISTING, D IED COWNIGHT. PANEL FLJTCH®rl-PFPESN 388 Il0 VOL13, 3PH45E 4WIRE F3-GfE6SLE WG8o6FTOl 300 AMPS MLO O eno x Ox�.xELECTRICAL iC.. axOixrEae NG U.O.N. HOLO FLUSH V. 303.9]3.9]79 C303,973,9759 EX SEMENS I AM SS,OPO INOM: MAX.2MAWS1 MNFL CIRCUIT V CMCUR PHASE CAW VITMU CIRCUIT , r DESCRIPTION A BAR All C MR AESCRIPTION r L S.W. SNII AREA 1440 20 20 BN CT AREA OR 2 1 PRODURMFA 180 20 20 8W CT AREA ON 4 5 RETAIL SALES DED UM 3W 20 20 8W CT AREA FREEZER 6 ] RESTROOM MNV RC 20 20 HTLV DEMO 9 SPARE RUDFMO 3 2 30 THING DEMO 13 UNUTY RM COM/ RECEPTS 3W 202 0 20 8W CT ARG FREEZER 34 1s U9UTY AM COW RECEIPTS 360 0 20 8W CTAREAFREEZER 16 V PRODURNIFAREE 850 20 20 450 CT RHEA ICE HOLD 18 19 PRODUCTARUOl 850 20 20 250 20 i 1 PRODURAAGRFS. 850 20 20 RO ICE 22 23 PRODUCTAREARES. 850 20 20 540 GTMU AECEPR 3 is PRODURANFAREE 850 1 20 0 20 1 SPARE RHRU DEMO n PRODUCTAREARFF. 850 20 SPARE THIRD DEMO)28 29 PRODUCTARGREE 850 20 OIESPACE F.A.C.P. N 31 PRODURAIEgi 850 20SPARE HAV DEMO li 53 PRODURAAGRFF. 850 20SPARE HAV DEMO U 5s PRODURMFAFREMR 800 20SPARE HAV DEMO 36 IT PRODURMFAFRFE2ER 800 20SPARE HAV DEMO No 39 PRODURARFAFREMR 800 20MGM. RFCFPT X30 a0% AT SPMF(T➢RUDEMO) 20 4] P A P8.2a P5Rr 7.T Lel CONN kVA DEM1MND% DEMAND MCA WH11W DA 125 0.0 RFCFPTACIFLOADSelO kVA 4.7 ]OD 43 flEC£PTACIE LOADS atO kVA on 50 0.0 IARGESTMO1Dfl LOAD 0➢ ]zs 0.0 MOTOfl LOA➢5 D➢ IDD 0.0 HFAi DA ]OD 0.0 M4CFWNFOUS LOAD DA 100 0.0 MIfC DCDCIFCUNS 17A ]DD 17.0 M6CFWN�U3 LOAD DA 100 0.0 TOTAL kVA T MAM ' CIA NEN BPFfNER, 7H(AID cALcuuTED PER NEC 22D.14(G)(1). ®POWER PLAN SCALE: 118"=1'-0" NO NEW BREPL(ERS OR LOADS. OR PANEL "BAR 288 128 WLR, 3PHASE , 4WIRE P3p"�G �TOI Z00 AMPS MLO Ocs OxeuLnxO rLEelcAA rx01Merae EXISTING U.O.N. BOLD USI FL V. 303.973.9779 f. 303.973.9759 EX SEMENS me 13,000 NO1FS: M1N.20 AAYSIMS PANFI P13.1A PPr 113 10D CONN kVA DFM4N0% DCMAND kVA uGxnW DA les 0.0 flFCFPTACIELOA0.5 e10 kVA 1.1 303 1.1 BECEPTACIEIOA0.5a IDkYA DA 50 0.0 IARGf3TMOlOfl LOAD 8A 125 IDs AWTOfl10Ap3 22.1 lOJ 23.1 xGT vs 100 1.5 M4CEWM0(b L0A03 OA 10) 0.0 M4C MOORNIFS 13 303 1.3 M6CEIIAMDIAS (OA04 DA lOJ DD TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W O m J> nvywaamkMtixmn ume•n Calls III andedual I.n=lN the' � Me°Do�lNo a yiptfing I"�` nCARS 2l ,rouumei. As omP Won mMmIft i.Io IUMou C405 2 . s mW li�ing.eimMm es for o ANet l planei OPEC My LOS IWIIW .x.00rv.. p�n a.". Dxaro°umfx _ coign ELVE onoeo<"ImAkApAnallai no m.:M aPofdo appeared Imam 1 Ax. o1�ooe..r,.oi. Dxmro°uxex IEL26F'a type dilOMI.n Loles mpmennena o�TIME CARE 6°Deme..:l. oxOt° C40 I of 1) thropugh 17445 Ell cooled c War an imprical,NObit : R:.. °n °oromi...M ratings chili he p�l� Ad moser progromy 1. net ofty C405 9 2, Cannot and testing miss comply D�pliM Case a 2 w Am may At I beyel 041 and May, 0i Not mrmi� speed In w�an� with ON' poll COME At 7 force 044 01 mal Cape when nn,<x. Du. Cast R omer In. 1 map WAN MoxA Net ONCLAMIAble mexionai Com..MWw UMMIMN Cam I earn mind Mill Cry, ans 'Or uccone et Cape 2 S systems and MulW�t A Me JAN, No' 2 Coding me or designated C495 A I Interior in�lled lamp and fixtere D�pl,.N sho I'. Moran marmand I she. ed Me PK� 1191 Eyes My beyond A P�d COAL plafter I Carl how my Ang emproperm sed re nagrard and emeall Il Cl acceptance ONot�Nable ONOLARMICable ONOLANCIAl MdMm,lm,x MMA umolx I}� WNL LIGHTS WITH LANDLORD. ENSURE CIRCUIT C INUIW IS MABONNED THRU DEMO d ^ �t pi RJACEIVING TYPICAL, NEW, DIMAPI , SUSPENDED LED HIGH BAY FIXTURE ARM INTEGRAL OCCUPANCY SEN.SCR AND WIRE GUARD. (12W., n WATTSI. WHOM CAT. NBG125EFAFLGND-MVOLT- lZ 3WK MkURIMBB536WG1BG22 TYPICAL. NEW, LED, BATTERY EUT SIGN. I MATCH EXISTING.(GHEVRONS AS SHOWN) PRICE DIMMING AS ALTERNATE- I F NOT ACCEPTED PROVIDE STANDARD SWITCH TESTSWITCH. ®LIGHTING PLAN SCALE: 118"=1'-0" TYPICAL, EXISTING, EXTERIOR EGRESS HEAIJS.I TO VERIFY OPERATION AND GENERAL NOTES: ELECTRICAL LEGEND 1. EC. TO VERIFY AIL CURRENT BUILDING STANDARDS FOR DEVICE AND COVERPLATE RECESSED LED FIXTURE SPECS AND FINISHES. ALL NEW ELECTRICAL WEEKS?( TO COMPLY AN ME 2UA NE.C. ENSURE GFCI ACCESSIBLE DEVICES PER NEC. AND AS INDICATED, ® EXIT LIGHT (BATTERY)-NONSWRCHED 2 NEW FLOOR BOXES TO BE FIELD VERIFIED FOR LOCATION AND XRAY FLOOR AS (D JUNCTION BOX REQUIRED PRIg3 TO WORK. COORDINATE MYTH NEIGHBORING TENANTS AND BLDG $ SINGLE POLE $HITCH MANAGEMENT. VERIFY EASTNG CONCRETE FLOOR CONSTRUCTION. $3 THREEWAYSWITCH 3. LOW VOLTAGE BOXES TO BE 2 -GANG WITH SINGLE GALG MUD RING AND I -114"C WE $a FOURWAYSWRCH PULLSTRING FOR LV. CABLING BY OTHERS. DEVICE AND COVERPLATE BY SYSTEM $P SWITCHWITH PILOT LIGHT INSTALLER. $O5 OCCUPANCY SENSOR WALL SWITCH 4. REFER TO ME MECHANICAL PLNLS FOR LOCATIONS, NOTES FOR CONTROLS AND ® DEEDING MOUNTED OCCUPNNCY SENSOR ANYNGUIONALWKI PROVIDE POWER SUPPLIES TO DAMPERS,ETC. CONNECT LINE VOLTAGE WALL CONTROLS AND DUCT DETECTORS PER BEEN NOTES. ® DIMMER RATED FOR WATTAGE AND LOAD TYPE 5. FIRE ALARM SYSTEM DESIGN IS EXCLUDED ON MORE DRAWINGS. FIREALARM W DIMMER WITH INTEGRAL OGCUPANCYSENBOR SHOP DRAWINGS ARE REQUIRED BY ME SYSTEM PROVIDER I INSTALLER. $ WPDEX RECEPTACLE MIN. STD. WALL HEIGHT 6. PROVIDE NEN LIGHT FIXTRRE$AS SPECIFIED MD SUPPORT UY IN FIXNRE$ FROM 116-OC.,A.F.F. $TRUCTUREPERIB.C. PROVIDEAUTOCOIRROL$ASINDICATEDINOTED. VERIFY 4-RIDREMPTACLE MIN. SN.WAL HEIGHT ALL LIGHTING COUNCIL SPECIFICATIONS WITH BUILDING MANAGEMENT. +IVOC,AFF. T. PROVIDE NEN EXIT MD EGRESS LIGHTS PER ME NEW BUILDING STANDARDS. ® FLUSH FLOOR MOUNTED AREA RECEPTACLE B. EC.TOPROVIDE LABELS) ON ALL DEVICE COVERPUTE$ INDICATING ME PANEL ® RUSH ROCK MOUNTED DUPLEX RECEPTACLE AND BRANCH CIRCUIT NU CUP FROM WHICH THEY ME FED. ® SPECIAL PURPOSE RECEPTACLE 9. 11 SHALL PROVIDE UPDATED PANEL SCHEDULE($I INDICATING LOADS SERVED AND Q MIECOMM I DATA CURET MCI C. STUB -UP SPARE CIRCNTS. TURN SPARE BREAILERS TO THE -OFF POSITION. NO WARE (CCNDUIT, BOX AND MUDMNG BY EC) CIRCUITS ALLOWED IN WALLS OR CEILING SPACES. QM SINGLE GANG OPENING WITH MUDMNG It ME AVAILABLE FAULT CURRENT AT ME SERVICE EQUIPMENT SHALL BE HELD O FLUSH FLOOR TELECOMM. WILET WI L4"C.BN&UP MARKED PER CALCULATION AS'_A' AND DATED -___-PER NEC 11V24(A) 12. PROVIDE GFI IA VOLT CURETS WITHIN IT OF WATER SERVICE M=R SINKS AND COAXIAL AND CAME CONNECTION FOR TV (CONDUIT. BOX AND MUMUNG BY Eq A$ PER NEC. 4 MOTOR 13. EC. MUSTVEMFY LOCATIONS OF ALL POWER AND DATA DEVICES MTI TENANT � DISCONNECITRATED FOR USE POOR TO RGIGRI N, SUBJECT TO RELOCATION BY MM W WP WEATHERPROOF H. ENSURE CIRCUIT CONTINUITY FOR ALL EXISTING CIRCUITS AFFECTED BY OR GROUND FAULT INTERRUPTER. PROTECT DOWNSTREAM DEMOLITION MIS SCOPE. At ABOVE COUNTER 15. COORDINATE ALL POWER SHUTDOWNS MIH BUILDING MANAGEMENT. FOR MOUNT RECEYTACDE HOMZONTALLY. TR . TAMPER-RESISTAIJT DEVICE 10. CONTRACTOR CAT OEI RELSE DEVICES REMOVED DURING DEMOTION AS LONG AS DEVICE IS EISNONOT DAMAGED. LOW VOLTAGE SYSTEMS NOTE: CONTRACTOR SHALL COO RDINAM DIRECTLY WITH OWNER'S LOW VOLTAGE CONSULTANT(TELE, DATA, AA, SECURITY I BURGLAR ALARM, ETC.) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. PAN EMM RACEWAYS REQUIRED BY THESE SYSTEMS SHALL BE COMMITTED DIRECTLY All H THE CONSULTANT I SO PRIER. ANY ADDITI ONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED MAIN EIECTMCAD ENGINEER. FIRE ALARM NOTE: FIRE ALARM AND DETECTION DESIGN IS EXCLUDED FROM THESE DRAWINGS AND IS CONSIDERED AS SHOP DRAWINGS BATHE BUILDINGS SYSTEM SUPPLIER ITECHNICIAN. NOTE THAT MY EXISTI NG DEVICES IN THIS SPACE WILL REQUIRE DEMO I RELOCATION, PETER TO MECHANICAL DRAWINGS FOR ANY DUCT DETECTORS NOTED. COORDINATE THESE DUCT DETECTORS (SUPPLIED BY III INSTALLED BY EG.) MR SYSTEM COMPATBILITY. ENSURE LEST STATIONS AND REMOTE LIGHTS AS REWIRED. n 11 urll RFGPrIxG m.tl../j/P 2T T A-2931.3 PRMMTAfl /RhEP\LI E 4 3],39 YAA 2325,27 M�"•-%• N p353],39 L(@TER RPlA'IEI'RNSIE APSY NIC 1 Is A17,1921 As V. A IS A ] MiCGLGTAFFA Accord REPLACE Me GFI MEW INVESTIGATE EXTG CIRCUITRY IN SURE FOR DI RIiUSEOFCIRCUDS. NO SPARE CIRCUITS ALLOWED CEILINGSPACES. RELABELPPNELINDEXACCORDIN meney 0 GFI Me ry Al flETAIL6 AREA 1 A-21 RLDHO'CO nn 6W DLG) SW. CCG) Hb AO s.w jcLou 12py„A ,c,a �9 EXISTING, D IED COWNIGHT. PANEL FLJTCH®rl-PFPESN 388 Il0 VOL13, 3PH45E 4WIRE F3-GfE6SLE WG8o6FTOl 300 AMPS MLO O eno x Ox�.xELECTRICAL iC.. axOixrEae NG U.O.N. HOLO FLUSH V. 303.9]3.9]79 C303,973,9759 EX SEMENS I AM SS,OPO INOM: MAX.2MAWS1 MNFL CIRCUIT V CMCUR PHASE CAW VITMU CIRCUIT , r DESCRIPTION A BAR All C MR AESCRIPTION r L S.W. SNII AREA 1440 20 20 BN CT AREA OR 2 1 PRODURMFA 180 20 20 8W CT AREA ON 4 5 RETAIL SALES DED UM 3W 20 20 8W CT AREA FREEZER 6 ] RESTROOM MNV RC 20 20 HTLV DEMO 9 SPARE RUDFMO 3 2 30 THING DEMO 13 UNUTY RM COM/ RECEPTS 3W 202 0 20 8W CT ARG FREEZER 34 1s U9UTY AM COW RECEIPTS 360 0 20 8W CTAREAFREEZER 16 V PRODURNIFAREE 850 20 20 450 CT RHEA ICE HOLD 18 19 PRODUCTARUOl 850 20 20 250 20 i 1 PRODURAAGRFS. 850 20 20 RO ICE 22 23 PRODUCTAREARES. 850 20 20 540 GTMU AECEPR 3 is PRODURANFAREE 850 1 20 0 20 1 SPARE RHRU DEMO n PRODUCTAREARFF. 850 20 SPARE THIRD DEMO)28 29 PRODUCTARGREE 850 20 OIESPACE F.A.C.P. N 31 PRODURAIEgi 850 20SPARE HAV DEMO li 53 PRODURAAGRFF. 850 20SPARE HAV DEMO U 5s PRODURMFAFREMR 800 20SPARE HAV DEMO 36 IT PRODURMFAFRFE2ER 800 20SPARE HAV DEMO No 39 PRODURARFAFREMR 800 20MGM. RFCFPT X30 a0% AT SPMF(T➢RUDEMO) 20 4] P A P8.2a P5Rr 7.T Lel CONN kVA DEM1MND% DEMAND MCA WH11W DA 125 0.0 RFCFPTACIFLOADSelO kVA 4.7 ]OD 43 flEC£PTACIE LOADS atO kVA on 50 0.0 IARGESTMO1Dfl LOAD 0➢ ]zs 0.0 MOTOfl LOA➢5 D➢ IDD 0.0 HFAi DA ]OD 0.0 M4CFWNFOUS LOAD DA 100 0.0 MIfC DCDCIFCUNS 17A ]DD 17.0 M6CFWN�U3 LOAD DA 100 0.0 TOTAL kVA T MAM ' CIA NEN BPFfNER, 7H(AID cALcuuTED PER NEC 22D.14(G)(1). ®POWER PLAN SCALE: 118"=1'-0" NO NEW BREPL(ERS OR LOADS. OR PANEL "BAR 288 128 WLR, 3PHASE , 4WIRE P3p"�G �TOI Z00 AMPS MLO Ocs OxeuLnxO rLEelcAA rx01Merae EXISTING U.O.N. BOLD USI FL V. 303.973.9779 f. 303.973.9759 EX SEMENS me 13,000 NO1FS: M1N.20 AAYSIMS PANFI P13.1A PPr 113 10D CONN kVA DFM4N0% DCMAND kVA uGxnW DA les 0.0 flFCFPTACIELOA0.5 e10 kVA 1.1 303 1.1 BECEPTACIEIOA0.5a IDkYA DA 50 0.0 IARGf3TMOlOfl LOAD 8A 125 IDs AWTOfl10Ap3 22.1 lOJ 23.1 xGT vs 100 1.5 M4CEWM0(b L0A03 OA 10) 0.0 M4C MOORNIFS 13 303 1.3 M6CEIIAMDIAS (OA04 DA lOJ DD TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W O m J> mexionai Com..MWw UMMIMN Cam I earn mind Mill Cry, ans 'Or uccone et Cape 2 S systems and MulW�t A Me JAN, No' 2 Coding me or designated C495 A I Interior in�lled lamp and fixtere D�pl,.N sho I'. Moran marmand I she. ed Me PK� 1191 Eyes My beyond A P�d COAL plafter I Carl how my Ang emproperm sed re nagrard and emeall Il Cl acceptance ONot�Nable ONOLARMICable ONOLANCIAl MdMm,lm,x MMA umolx I}� WNL LIGHTS WITH LANDLORD. ENSURE CIRCUIT C INUIW IS MABONNED THRU DEMO d ^ �t pi RJACEIVING TYPICAL, NEW, DIMAPI , SUSPENDED LED HIGH BAY FIXTURE ARM INTEGRAL OCCUPANCY SEN.SCR AND WIRE GUARD. (12W., n WATTSI. WHOM CAT. NBG125EFAFLGND-MVOLT- lZ 3WK MkURIMBB536WG1BG22 TYPICAL. NEW, LED, BATTERY EUT SIGN. I MATCH EXISTING.(GHEVRONS AS SHOWN) PRICE DIMMING AS ALTERNATE- I F NOT ACCEPTED PROVIDE STANDARD SWITCH TESTSWITCH. ®LIGHTING PLAN SCALE: 118"=1'-0" TYPICAL, EXISTING, EXTERIOR EGRESS HEAIJS.I TO VERIFY OPERATION AND GENERAL NOTES: ELECTRICAL LEGEND 1. EC. TO VERIFY AIL CURRENT BUILDING STANDARDS FOR DEVICE AND COVERPLATE RECESSED LED FIXTURE SPECS AND FINISHES. ALL NEW ELECTRICAL WEEKS?( TO COMPLY AN ME 2UA NE.C. ENSURE GFCI ACCESSIBLE DEVICES PER NEC. AND AS INDICATED, ® EXIT LIGHT (BATTERY)-NONSWRCHED 2 NEW FLOOR BOXES TO BE FIELD VERIFIED FOR LOCATION AND XRAY FLOOR AS (D JUNCTION BOX REQUIRED PRIg3 TO WORK. COORDINATE MYTH NEIGHBORING TENANTS AND BLDG $ SINGLE POLE $HITCH MANAGEMENT. VERIFY EASTNG CONCRETE FLOOR CONSTRUCTION. $3 THREEWAYSWITCH 3. LOW VOLTAGE BOXES TO BE 2 -GANG WITH SINGLE GALG MUD RING AND I -114"C WE $a FOURWAYSWRCH PULLSTRING FOR LV. CABLING BY OTHERS. DEVICE AND COVERPLATE BY SYSTEM $P SWITCHWITH PILOT LIGHT INSTALLER. $O5 OCCUPANCY SENSOR WALL SWITCH 4. REFER TO ME MECHANICAL PLNLS FOR LOCATIONS, NOTES FOR CONTROLS AND ® DEEDING MOUNTED OCCUPNNCY SENSOR ANYNGUIONALWKI PROVIDE POWER SUPPLIES TO DAMPERS,ETC. CONNECT LINE VOLTAGE WALL CONTROLS AND DUCT DETECTORS PER BEEN NOTES. ® DIMMER RATED FOR WATTAGE AND LOAD TYPE 5. FIRE ALARM SYSTEM DESIGN IS EXCLUDED ON MORE DRAWINGS. FIREALARM W DIMMER WITH INTEGRAL OGCUPANCYSENBOR SHOP DRAWINGS ARE REQUIRED BY ME SYSTEM PROVIDER I INSTALLER. $ WPDEX RECEPTACLE MIN. STD. WALL HEIGHT 6. PROVIDE NEN LIGHT FIXTRRE$AS SPECIFIED MD SUPPORT UY IN FIXNRE$ FROM 116-OC.,A.F.F. $TRUCTUREPERIB.C. PROVIDEAUTOCOIRROL$ASINDICATEDINOTED. VERIFY 4-RIDREMPTACLE MIN. SN.WAL HEIGHT ALL LIGHTING COUNCIL SPECIFICATIONS WITH BUILDING MANAGEMENT. +IVOC,AFF. T. PROVIDE NEN EXIT MD EGRESS LIGHTS PER ME NEW BUILDING STANDARDS. ® FLUSH FLOOR MOUNTED AREA RECEPTACLE B. EC.TOPROVIDE LABELS) ON ALL DEVICE COVERPUTE$ INDICATING ME PANEL ® RUSH ROCK MOUNTED DUPLEX RECEPTACLE AND BRANCH CIRCUIT NU CUP FROM WHICH THEY ME FED. ® SPECIAL PURPOSE RECEPTACLE 9. 11 SHALL PROVIDE UPDATED PANEL SCHEDULE($I INDICATING LOADS SERVED AND Q MIECOMM I DATA CURET MCI C. STUB -UP SPARE CIRCNTS. TURN SPARE BREAILERS TO THE -OFF POSITION. NO WARE (CCNDUIT, BOX AND MUDMNG BY EC) CIRCUITS ALLOWED IN WALLS OR CEILING SPACES. QM SINGLE GANG OPENING WITH MUDMNG It ME AVAILABLE FAULT CURRENT AT ME SERVICE EQUIPMENT SHALL BE HELD O FLUSH FLOOR TELECOMM. WILET WI L4"C.BN&UP MARKED PER CALCULATION AS'_A' AND DATED -___-PER NEC 11V24(A) 12. PROVIDE GFI IA VOLT CURETS WITHIN IT OF WATER SERVICE M=R SINKS AND COAXIAL AND CAME CONNECTION FOR TV (CONDUIT. BOX AND MUMUNG BY Eq A$ PER NEC. 4 MOTOR 13. EC. MUSTVEMFY LOCATIONS OF ALL POWER AND DATA DEVICES MTI TENANT � DISCONNECITRATED FOR USE POOR TO RGIGRI N, SUBJECT TO RELOCATION BY MM W WP WEATHERPROOF H. ENSURE CIRCUIT CONTINUITY FOR ALL EXISTING CIRCUITS AFFECTED BY OR GROUND FAULT INTERRUPTER. PROTECT DOWNSTREAM DEMOLITION MIS SCOPE. At ABOVE COUNTER 15. COORDINATE ALL POWER SHUTDOWNS MIH BUILDING MANAGEMENT. FOR MOUNT RECEYTACDE HOMZONTALLY. TR . TAMPER-RESISTAIJT DEVICE 10. CONTRACTOR CAT OEI RELSE DEVICES REMOVED DURING DEMOTION AS LONG AS DEVICE IS EISNONOT DAMAGED. LOW VOLTAGE SYSTEMS NOTE: CONTRACTOR SHALL COO RDINAM DIRECTLY WITH OWNER'S LOW VOLTAGE CONSULTANT(TELE, DATA, AA, SECURITY I BURGLAR ALARM, ETC.) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. PAN EMM RACEWAYS REQUIRED BY THESE SYSTEMS SHALL BE COMMITTED DIRECTLY All H THE CONSULTANT I SO PRIER. ANY ADDITI ONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED MAIN EIECTMCAD ENGINEER. FIRE ALARM NOTE: FIRE ALARM AND DETECTION DESIGN IS EXCLUDED FROM THESE DRAWINGS AND IS CONSIDERED AS SHOP DRAWINGS BATHE BUILDINGS SYSTEM SUPPLIER ITECHNICIAN. NOTE THAT MY EXISTI NG DEVICES IN THIS SPACE WILL REQUIRE DEMO I RELOCATION, PETER TO MECHANICAL DRAWINGS FOR ANY DUCT DETECTORS NOTED. COORDINATE THESE DUCT DETECTORS (SUPPLIED BY III INSTALLED BY EG.) MR SYSTEM COMPATBILITY. ENSURE LEST STATIONS AND REMOTE LIGHTS AS REWIRED. n 11 urll RFGPrIxG m.tl../j/P 2T T A-2931.3 PRMMTAfl /RhEP\LI E 4 3],39 YAA 2325,27 M�"•-%• N p353],39 L(@TER RPlA'IEI'RNSIE APSY NIC 1 Is A17,1921 As V. A IS A ] MiCGLGTAFFA Accord REPLACE Me GFI MEW INVESTIGATE EXTG CIRCUITRY IN SURE FOR DI RIiUSEOFCIRCUDS. NO SPARE CIRCUITS ALLOWED CEILINGSPACES. RELABELPPNELINDEXACCORDIN meney 0 GFI Me ry Al flETAIL6 AREA 1 A-21 RLDHO'CO nn 6W DLG) SW. CCG) Hb AO s.w jcLou 12py„A ,c,a �9 EXISTING, D IED COWNIGHT. PANEL FLJTCH®rl-PFPESN 388 Il0 VOL13, 3PH45E 4WIRE F3-GfE6SLE WG8o6FTOl 300 AMPS MLO O eno x Ox�.xELECTRICAL iC.. axOixrEae NG U.O.N. HOLO FLUSH V. 303.9]3.9]79 C303,973,9759 EX SEMENS I AM SS,OPO INOM: MAX.2MAWS1 MNFL CIRCUIT V CMCUR PHASE CAW VITMU CIRCUIT , r DESCRIPTION A BAR All C MR AESCRIPTION r L S.W. SNII AREA 1440 20 20 BN CT AREA OR 2 1 PRODURMFA 180 20 20 8W CT AREA ON 4 5 RETAIL SALES DED UM 3W 20 20 8W CT AREA FREEZER 6 ] RESTROOM MNV RC 20 20 HTLV DEMO 9 SPARE RUDFMO 3 2 30 THING DEMO 13 UNUTY RM COM/ RECEPTS 3W 202 0 20 8W CT ARG FREEZER 34 1s U9UTY AM COW RECEIPTS 360 0 20 8W CTAREAFREEZER 16 V PRODURNIFAREE 850 20 20 450 CT RHEA ICE HOLD 18 19 PRODUCTARUOl 850 20 20 250 20 i 1 PRODURAAGRFS. 850 20 20 RO ICE 22 23 PRODUCTAREARES. 850 20 20 540 GTMU AECEPR 3 is PRODURANFAREE 850 1 20 0 20 1 SPARE RHRU DEMO n PRODUCTAREARFF. 850 20 SPARE THIRD DEMO)28 29 PRODUCTARGREE 850 20 OIESPACE F.A.C.P. N 31 PRODURAIEgi 850 20SPARE HAV DEMO li 53 PRODURAAGRFF. 850 20SPARE HAV DEMO U 5s PRODURMFAFREMR 800 20SPARE HAV DEMO 36 IT PRODURMFAFRFE2ER 800 20SPARE HAV DEMO No 39 PRODURARFAFREMR 800 20MGM. RFCFPT X30 a0% AT SPMF(T➢RUDEMO) 20 4] P A P8.2a P5Rr 7.T Lel CONN kVA DEM1MND% DEMAND MCA WH11W DA 125 0.0 RFCFPTACIFLOADSelO kVA 4.7 ]OD 43 flEC£PTACIE LOADS atO kVA on 50 0.0 IARGESTMO1Dfl LOAD 0➢ ]zs 0.0 MOTOfl LOA➢5 D➢ IDD 0.0 HFAi DA ]OD 0.0 M4CFWNFOUS LOAD DA 100 0.0 MIfC DCDCIFCUNS 17A ]DD 17.0 M6CFWN�U3 LOAD DA 100 0.0 TOTAL kVA T MAM ' CIA NEN BPFfNER, 7H(AID cALcuuTED PER NEC 22D.14(G)(1). ®POWER PLAN SCALE: 118"=1'-0" NO NEW BREPL(ERS OR LOADS. OR PANEL "BAR 288 128 WLR, 3PHASE , 4WIRE P3p"�G �TOI Z00 AMPS MLO Ocs OxeuLnxO rLEelcAA rx01Merae EXISTING U.O.N. BOLD USI FL V. 303.973.9779 f. 303.973.9759 EX SEMENS me 13,000 NO1FS: M1N.20 AAYSIMS PANFI P13.1A PPr 113 10D CONN kVA DFM4N0% DCMAND kVA uGxnW DA les 0.0 flFCFPTACIELOA0.5 e10 kVA 1.1 303 1.1 BECEPTACIEIOA0.5a IDkYA DA 50 0.0 IARGf3TMOlOfl LOAD 8A 125 IDs AWTOfl10Ap3 22.1 lOJ 23.1 xGT vs 100 1.5 M4CEWM0(b L0A03 OA 10) 0.0 M4C MOORNIFS 13 303 1.3 M6CEIIAMDIAS (OA04 DA lOJ DD TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W O m J> MdMm,lm,x MMA umolx I}� WNL LIGHTS WITH LANDLORD. ENSURE CIRCUIT C INUIW IS MABONNED THRU DEMO d ^ �t pi RJACEIVING TYPICAL, NEW, DIMAPI , SUSPENDED LED HIGH BAY FIXTURE ARM INTEGRAL OCCUPANCY SEN.SCR AND WIRE GUARD. (12W., n WATTSI. WHOM CAT. NBG125EFAFLGND-MVOLT- lZ 3WK MkURIMBB536WG1BG22 TYPICAL. NEW, LED, BATTERY EUT SIGN. I MATCH EXISTING.(GHEVRONS AS SHOWN) PRICE DIMMING AS ALTERNATE- I F NOT ACCEPTED PROVIDE STANDARD SWITCH TESTSWITCH. ®LIGHTING PLAN SCALE: 118"=1'-0" TYPICAL, EXISTING, EXTERIOR EGRESS HEAIJS.I TO VERIFY OPERATION AND GENERAL NOTES: ELECTRICAL LEGEND 1. EC. TO VERIFY AIL CURRENT BUILDING STANDARDS FOR DEVICE AND COVERPLATE RECESSED LED FIXTURE SPECS AND FINISHES. ALL NEW ELECTRICAL WEEKS?( TO COMPLY AN ME 2UA NE.C. ENSURE GFCI ACCESSIBLE DEVICES PER NEC. AND AS INDICATED, ® EXIT LIGHT (BATTERY)-NONSWRCHED 2 NEW FLOOR BOXES TO BE FIELD VERIFIED FOR LOCATION AND XRAY FLOOR AS (D JUNCTION BOX REQUIRED PRIg3 TO WORK. COORDINATE MYTH NEIGHBORING TENANTS AND BLDG $ SINGLE POLE $HITCH MANAGEMENT. VERIFY EASTNG CONCRETE FLOOR CONSTRUCTION. $3 THREEWAYSWITCH 3. LOW VOLTAGE BOXES TO BE 2 -GANG WITH SINGLE GALG MUD RING AND I -114"C WE $a FOURWAYSWRCH PULLSTRING FOR LV. CABLING BY OTHERS. DEVICE AND COVERPLATE BY SYSTEM $P SWITCHWITH PILOT LIGHT INSTALLER. $O5 OCCUPANCY SENSOR WALL SWITCH 4. REFER TO ME MECHANICAL PLNLS FOR LOCATIONS, NOTES FOR CONTROLS AND ® DEEDING MOUNTED OCCUPNNCY SENSOR ANYNGUIONALWKI PROVIDE POWER SUPPLIES TO DAMPERS,ETC. CONNECT LINE VOLTAGE WALL CONTROLS AND DUCT DETECTORS PER BEEN NOTES. ® DIMMER RATED FOR WATTAGE AND LOAD TYPE 5. FIRE ALARM SYSTEM DESIGN IS EXCLUDED ON MORE DRAWINGS. FIREALARM W DIMMER WITH INTEGRAL OGCUPANCYSENBOR SHOP DRAWINGS ARE REQUIRED BY ME SYSTEM PROVIDER I INSTALLER. $ WPDEX RECEPTACLE MIN. STD. WALL HEIGHT 6. PROVIDE NEN LIGHT FIXTRRE$AS SPECIFIED MD SUPPORT UY IN FIXNRE$ FROM 116-OC.,A.F.F. $TRUCTUREPERIB.C. PROVIDEAUTOCOIRROL$ASINDICATEDINOTED. VERIFY 4-RIDREMPTACLE MIN. SN.WAL HEIGHT ALL LIGHTING COUNCIL SPECIFICATIONS WITH BUILDING MANAGEMENT. +IVOC,AFF. T. PROVIDE NEN EXIT MD EGRESS LIGHTS PER ME NEW BUILDING STANDARDS. ® FLUSH FLOOR MOUNTED AREA RECEPTACLE B. EC.TOPROVIDE LABELS) ON ALL DEVICE COVERPUTE$ INDICATING ME PANEL ® RUSH ROCK MOUNTED DUPLEX RECEPTACLE AND BRANCH CIRCUIT NU CUP FROM WHICH THEY ME FED. ® SPECIAL PURPOSE RECEPTACLE 9. 11 SHALL PROVIDE UPDATED PANEL SCHEDULE($I INDICATING LOADS SERVED AND Q MIECOMM I DATA CURET MCI C. STUB -UP SPARE CIRCNTS. TURN SPARE BREAILERS TO THE -OFF POSITION. NO WARE (CCNDUIT, BOX AND MUDMNG BY EC) CIRCUITS ALLOWED IN WALLS OR CEILING SPACES. QM SINGLE GANG OPENING WITH MUDMNG It ME AVAILABLE FAULT CURRENT AT ME SERVICE EQUIPMENT SHALL BE HELD O FLUSH FLOOR TELECOMM. WILET WI L4"C.BN&UP MARKED PER CALCULATION AS'_A' AND DATED -___-PER NEC 11V24(A) 12. PROVIDE GFI IA VOLT CURETS WITHIN IT OF WATER SERVICE M=R SINKS AND COAXIAL AND CAME CONNECTION FOR TV (CONDUIT. BOX AND MUMUNG BY Eq A$ PER NEC. 4 MOTOR 13. EC. MUSTVEMFY LOCATIONS OF ALL POWER AND DATA DEVICES MTI TENANT � DISCONNECITRATED FOR USE POOR TO RGIGRI N, SUBJECT TO RELOCATION BY MM W WP WEATHERPROOF H. ENSURE CIRCUIT CONTINUITY FOR ALL EXISTING CIRCUITS AFFECTED BY OR GROUND FAULT INTERRUPTER. PROTECT DOWNSTREAM DEMOLITION MIS SCOPE. At ABOVE COUNTER 15. COORDINATE ALL POWER SHUTDOWNS MIH BUILDING MANAGEMENT. FOR MOUNT RECEYTACDE HOMZONTALLY. TR . TAMPER-RESISTAIJT DEVICE 10. CONTRACTOR CAT OEI RELSE DEVICES REMOVED DURING DEMOTION AS LONG AS DEVICE IS EISNONOT DAMAGED. LOW VOLTAGE SYSTEMS NOTE: CONTRACTOR SHALL COO RDINAM DIRECTLY WITH OWNER'S LOW VOLTAGE CONSULTANT(TELE, DATA, AA, SECURITY I BURGLAR ALARM, ETC.) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. PAN EMM RACEWAYS REQUIRED BY THESE SYSTEMS SHALL BE COMMITTED DIRECTLY All H THE CONSULTANT I SO PRIER. ANY ADDITI ONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED MAIN EIECTMCAD ENGINEER. FIRE ALARM NOTE: FIRE ALARM AND DETECTION DESIGN IS EXCLUDED FROM THESE DRAWINGS AND IS CONSIDERED AS SHOP DRAWINGS BATHE BUILDINGS SYSTEM SUPPLIER ITECHNICIAN. NOTE THAT MY EXISTI NG DEVICES IN THIS SPACE WILL REQUIRE DEMO I RELOCATION, PETER TO MECHANICAL DRAWINGS FOR ANY DUCT DETECTORS NOTED. COORDINATE THESE DUCT DETECTORS (SUPPLIED BY III INSTALLED BY EG.) MR SYSTEM COMPATBILITY. ENSURE LEST STATIONS AND REMOTE LIGHTS AS REWIRED. n 11 urll RFGPrIxG m.tl../j/P 2T T A-2931.3 PRMMTAfl /RhEP\LI E 4 3],39 YAA 2325,27 M�"•-%• N p353],39 L(@TER RPlA'IEI'RNSIE APSY NIC 1 Is A17,1921 As V. A IS A ] MiCGLGTAFFA Accord REPLACE Me GFI MEW INVESTIGATE EXTG CIRCUITRY IN SURE FOR DI RIiUSEOFCIRCUDS. NO SPARE CIRCUITS ALLOWED CEILINGSPACES. RELABELPPNELINDEXACCORDIN meney 0 GFI Me ry Al flETAIL6 AREA 1 A-21 RLDHO'CO nn 6W DLG) SW. CCG) Hb AO s.w jcLou 12py„A ,c,a �9 EXISTING, D IED COWNIGHT. PANEL FLJTCH®rl-PFPESN 388 Il0 VOL13, 3PH45E 4WIRE F3-GfE6SLE WG8o6FTOl 300 AMPS MLO O eno x Ox�.xELECTRICAL iC.. axOixrEae NG U.O.N. HOLO FLUSH V. 303.9]3.9]79 C303,973,9759 EX SEMENS I AM SS,OPO INOM: MAX.2MAWS1 MNFL CIRCUIT V CMCUR PHASE CAW VITMU CIRCUIT , r DESCRIPTION A BAR All C MR AESCRIPTION r L S.W. SNII AREA 1440 20 20 BN CT AREA OR 2 1 PRODURMFA 180 20 20 8W CT AREA ON 4 5 RETAIL SALES DED UM 3W 20 20 8W CT AREA FREEZER 6 ] RESTROOM MNV RC 20 20 HTLV DEMO 9 SPARE RUDFMO 3 2 30 THING DEMO 13 UNUTY RM COM/ RECEPTS 3W 202 0 20 8W CT ARG FREEZER 34 1s U9UTY AM COW RECEIPTS 360 0 20 8W CTAREAFREEZER 16 V PRODURNIFAREE 850 20 20 450 CT RHEA ICE HOLD 18 19 PRODUCTARUOl 850 20 20 250 20 i 1 PRODURAAGRFS. 850 20 20 RO ICE 22 23 PRODUCTAREARES. 850 20 20 540 GTMU AECEPR 3 is PRODURANFAREE 850 1 20 0 20 1 SPARE RHRU DEMO n PRODUCTAREARFF. 850 20 SPARE THIRD DEMO)28 29 PRODUCTARGREE 850 20 OIESPACE F.A.C.P. N 31 PRODURAIEgi 850 20SPARE HAV DEMO li 53 PRODURAAGRFF. 850 20SPARE HAV DEMO U 5s PRODURMFAFREMR 800 20SPARE HAV DEMO 36 IT PRODURMFAFRFE2ER 800 20SPARE HAV DEMO No 39 PRODURARFAFREMR 800 20MGM. RFCFPT X30 a0% AT SPMF(T➢RUDEMO) 20 4] P A P8.2a P5Rr 7.T Lel CONN kVA DEM1MND% DEMAND MCA WH11W DA 125 0.0 RFCFPTACIFLOADSelO kVA 4.7 ]OD 43 flEC£PTACIE LOADS atO kVA on 50 0.0 IARGESTMO1Dfl LOAD 0➢ ]zs 0.0 MOTOfl LOA➢5 D➢ IDD 0.0 HFAi DA ]OD 0.0 M4CFWNFOUS LOAD DA 100 0.0 MIfC DCDCIFCUNS 17A ]DD 17.0 M6CFWN�U3 LOAD DA 100 0.0 TOTAL kVA T MAM ' CIA NEN BPFfNER, 7H(AID cALcuuTED PER NEC 22D.14(G)(1). ®POWER PLAN SCALE: 118"=1'-0" NO NEW BREPL(ERS OR LOADS. OR PANEL "BAR 288 128 WLR, 3PHASE , 4WIRE P3p"�G �TOI Z00 AMPS MLO Ocs OxeuLnxO rLEelcAA rx01Merae EXISTING U.O.N. BOLD USI FL V. 303.973.9779 f. 303.973.9759 EX SEMENS me 13,000 NO1FS: M1N.20 AAYSIMS PANFI P13.1A PPr 113 10D CONN kVA DFM4N0% DCMAND kVA uGxnW DA les 0.0 flFCFPTACIELOA0.5 e10 kVA 1.1 303 1.1 BECEPTACIEIOA0.5a IDkYA DA 50 0.0 IARGf3TMOlOfl LOAD 8A 125 IDs AWTOfl10Ap3 22.1 lOJ 23.1 xGT vs 100 1.5 M4CEWM0(b L0A03 OA 10) 0.0 M4C MOORNIFS 13 303 1.3 M6CEIIAMDIAS (OA04 DA lOJ DD TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W O m J> n 11 urll RFGPrIxG m.tl../j/P 2T T A-2931.3 PRMMTAfl /RhEP\LI E 4 3],39 YAA 2325,27 M�"•-%• N p353],39 L(@TER RPlA'IEI'RNSIE APSY NIC 1 Is A17,1921 As V. A IS A ] MiCGLGTAFFA Accord REPLACE Me GFI MEW INVESTIGATE EXTG CIRCUITRY IN SURE FOR DI RIiUSEOFCIRCUDS. NO SPARE CIRCUITS ALLOWED CEILINGSPACES. RELABELPPNELINDEXACCORDIN meney 0 GFI Me ry Al flETAIL6 AREA 1 A-21 RLDHO'CO nn 6W DLG) SW. CCG) Hb AO s.w jcLou 12py„A ,c,a �9 EXISTING, D IED COWNIGHT. PANEL FLJTCH®rl-PFPESN 388 Il0 VOL13, 3PH45E 4WIRE F3-GfE6SLE WG8o6FTOl 300 AMPS MLO O eno x Ox�.xELECTRICAL iC.. axOixrEae NG U.O.N. HOLO FLUSH V. 303.9]3.9]79 C303,973,9759 EX SEMENS I AM SS,OPO INOM: MAX.2MAWS1 MNFL CIRCUIT V CMCUR PHASE CAW VITMU CIRCUIT , r DESCRIPTION A BAR All C MR AESCRIPTION r L S.W. SNII AREA 1440 20 20 BN CT AREA OR 2 1 PRODURMFA 180 20 20 8W CT AREA ON 4 5 RETAIL SALES DED UM 3W 20 20 8W CT AREA FREEZER 6 ] RESTROOM MNV RC 20 20 HTLV DEMO 9 SPARE RUDFMO 3 2 30 THING DEMO 13 UNUTY RM COM/ RECEPTS 3W 202 0 20 8W CT ARG FREEZER 34 1s U9UTY AM COW RECEIPTS 360 0 20 8W CTAREAFREEZER 16 V PRODURNIFAREE 850 20 20 450 CT RHEA ICE HOLD 18 19 PRODUCTARUOl 850 20 20 250 20 i 1 PRODURAAGRFS. 850 20 20 RO ICE 22 23 PRODUCTAREARES. 850 20 20 540 GTMU AECEPR 3 is PRODURANFAREE 850 1 20 0 20 1 SPARE RHRU DEMO n PRODUCTAREARFF. 850 20 SPARE THIRD DEMO)28 29 PRODUCTARGREE 850 20 OIESPACE F.A.C.P. N 31 PRODURAIEgi 850 20SPARE HAV DEMO li 53 PRODURAAGRFF. 850 20SPARE HAV DEMO U 5s PRODURMFAFREMR 800 20SPARE HAV DEMO 36 IT PRODURMFAFRFE2ER 800 20SPARE HAV DEMO No 39 PRODURARFAFREMR 800 20MGM. RFCFPT X30 a0% AT SPMF(T➢RUDEMO) 20 4] P A P8.2a P5Rr 7.T Lel CONN kVA DEM1MND% DEMAND MCA WH11W DA 125 0.0 RFCFPTACIFLOADSelO kVA 4.7 ]OD 43 flEC£PTACIE LOADS atO kVA on 50 0.0 IARGESTMO1Dfl LOAD 0➢ ]zs 0.0 MOTOfl LOA➢5 D➢ IDD 0.0 HFAi DA ]OD 0.0 M4CFWNFOUS LOAD DA 100 0.0 MIfC DCDCIFCUNS 17A ]DD 17.0 M6CFWN�U3 LOAD DA 100 0.0 TOTAL kVA T MAM ' CIA NEN BPFfNER, 7H(AID cALcuuTED PER NEC 22D.14(G)(1). ®POWER PLAN SCALE: 118"=1'-0" NO NEW BREPL(ERS OR LOADS. OR PANEL "BAR 288 128 WLR, 3PHASE , 4WIRE P3p"�G �TOI Z00 AMPS MLO Ocs OxeuLnxO rLEelcAA rx01Merae EXISTING U.O.N. BOLD USI FL V. 303.973.9779 f. 303.973.9759 EX SEMENS me 13,000 NO1FS: M1N.20 AAYSIMS PANFI P13.1A PPr 113 10D CONN kVA DFM4N0% DCMAND kVA uGxnW DA les 0.0 flFCFPTACIELOA0.5 e10 kVA 1.1 303 1.1 BECEPTACIEIOA0.5a IDkYA DA 50 0.0 IARGf3TMOlOfl LOAD 8A 125 IDs AWTOfl10Ap3 22.1 lOJ 23.1 xGT vs 100 1.5 M4CEWM0(b L0A03 OA 10) 0.0 M4C MOORNIFS 13 303 1.3 M6CEIIAMDIAS (OA04 DA lOJ DD TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W O m J> EXISTING, D IED COWNIGHT. PANEL FLJTCH®rl-PFPESN 388 Il0 VOL13, 3PH45E 4WIRE F3-GfE6SLE WG8o6FTOl 300 AMPS MLO O eno x Ox�.xELECTRICAL iC.. axOixrEae NG U.O.N. HOLO FLUSH V. 303.9]3.9]79 C303,973,9759 EX SEMENS I AM SS,OPO INOM: MAX.2MAWS1 MNFL CIRCUIT V CMCUR PHASE CAW VITMU CIRCUIT , r DESCRIPTION A BAR All C MR AESCRIPTION r L S.W. SNII AREA 1440 20 20 BN CT AREA OR 2 1 PRODURMFA 180 20 20 8W CT AREA ON 4 5 RETAIL SALES DED UM 3W 20 20 8W CT AREA FREEZER 6 ] RESTROOM MNV RC 20 20 HTLV DEMO 9 SPARE RUDFMO 3 2 30 THING DEMO 13 UNUTY RM COM/ RECEPTS 3W 202 0 20 8W CT ARG FREEZER 34 1s U9UTY AM COW RECEIPTS 360 0 20 8W CTAREAFREEZER 16 V PRODURNIFAREE 850 20 20 450 CT RHEA ICE HOLD 18 19 PRODUCTARUOl 850 20 20 250 20 i 1 PRODURAAGRFS. 850 20 20 RO ICE 22 23 PRODUCTAREARES. 850 20 20 540 GTMU AECEPR 3 is PRODURANFAREE 850 1 20 0 20 1 SPARE RHRU DEMO n PRODUCTAREARFF. 850 20 SPARE THIRD DEMO)28 29 PRODUCTARGREE 850 20 OIESPACE F.A.C.P. N 31 PRODURAIEgi 850 20SPARE HAV DEMO li 53 PRODURAAGRFF. 850 20SPARE HAV DEMO U 5s PRODURMFAFREMR 800 20SPARE HAV DEMO 36 IT PRODURMFAFRFE2ER 800 20SPARE HAV DEMO No 39 PRODURARFAFREMR 800 20MGM. RFCFPT X30 a0% AT SPMF(T➢RUDEMO) 20 4] P A P8.2a P5Rr 7.T Lel CONN kVA DEM1MND% DEMAND MCA WH11W DA 125 0.0 RFCFPTACIFLOADSelO kVA 4.7 ]OD 43 flEC£PTACIE LOADS atO kVA on 50 0.0 IARGESTMO1Dfl LOAD 0➢ ]zs 0.0 MOTOfl LOA➢5 D➢ IDD 0.0 HFAi DA ]OD 0.0 M4CFWNFOUS LOAD DA 100 0.0 MIfC DCDCIFCUNS 17A ]DD 17.0 M6CFWN�U3 LOAD DA 100 0.0 TOTAL kVA T MAM ' CIA NEN BPFfNER, 7H(AID cALcuuTED PER NEC 22D.14(G)(1). ®POWER PLAN SCALE: 118"=1'-0" NO NEW BREPL(ERS OR LOADS. OR PANEL "BAR 288 128 WLR, 3PHASE , 4WIRE P3p"�G �TOI Z00 AMPS MLO Ocs OxeuLnxO rLEelcAA rx01Merae EXISTING U.O.N. BOLD USI FL V. 303.973.9779 f. 303.973.9759 EX SEMENS me 13,000 NO1FS: M1N.20 AAYSIMS PANFI P13.1A PPr 113 10D CONN kVA DFM4N0% DCMAND kVA uGxnW DA les 0.0 flFCFPTACIELOA0.5 e10 kVA 1.1 303 1.1 BECEPTACIEIOA0.5a IDkYA DA 50 0.0 IARGf3TMOlOfl LOAD 8A 125 IDs AWTOfl10Ap3 22.1 lOJ 23.1 xGT vs 100 1.5 M4CEWM0(b L0A03 OA 10) 0.0 M4C MOORNIFS 13 303 1.3 M6CEIIAMDIAS (OA04 DA lOJ DD TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W O m J> CIA NEN BPFfNER, 7H(AID cALcuuTED PER NEC 22D.14(G)(1). ®POWER PLAN SCALE: 118"=1'-0" NO NEW BREPL(ERS OR LOADS. OR PANEL "BAR 288 128 WLR, 3PHASE , 4WIRE P3p"�G �TOI Z00 AMPS MLO Ocs OxeuLnxO rLEelcAA rx01Merae EXISTING U.O.N. BOLD USI FL V. 303.973.9779 f. 303.973.9759 EX SEMENS me 13,000 NO1FS: M1N.20 AAYSIMS PANFI P13.1A PPr 113 10D CONN kVA DFM4N0% DCMAND kVA uGxnW DA les 0.0 flFCFPTACIELOA0.5 e10 kVA 1.1 303 1.1 BECEPTACIEIOA0.5a IDkYA DA 50 0.0 IARGf3TMOlOfl LOAD 8A 125 IDs AWTOfl10Ap3 22.1 lOJ 23.1 xGT vs 100 1.5 M4CEWM0(b L0A03 OA 10) 0.0 M4C MOORNIFS 13 303 1.3 M6CEIIAMDIAS (OA04 DA lOJ DD TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W cALcuuTED PER NEC 22D.14(G)(1). ®POWER PLAN SCALE: 118"=1'-0" NO NEW BREPL(ERS OR LOADS. OR PANEL "BAR 288 128 WLR, 3PHASE , 4WIRE P3p"�G �TOI Z00 AMPS MLO Ocs OxeuLnxO rLEelcAA rx01Merae EXISTING U.O.N. BOLD USI FL V. 303.973.9779 f. 303.973.9759 EX SEMENS me 13,000 NO1FS: M1N.20 AAYSIMS PANFI P13.1A PPr 113 10D CONN kVA DFM4N0% DCMAND kVA uGxnW DA les 0.0 flFCFPTACIELOA0.5 e10 kVA 1.1 303 1.1 BECEPTACIEIOA0.5a IDkYA DA 50 0.0 IARGf3TMOlOfl LOAD 8A 125 IDs AWTOfl10Ap3 22.1 lOJ 23.1 xGT vs 100 1.5 M4CEWM0(b L0A03 OA 10) 0.0 M4C MOORNIFS 13 303 1.3 M6CEIIAMDIAS (OA04 DA lOJ DD TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W TOTAL kVA: 36.5 TOTALAMPS 1013 3RUNS HAND KCM,AMY LNAll ALEND) ST. J i� 7 i I BOO�AF �iawe� rr rr rr rr rr rr rr rr _ �AONP �AOA3P �ZaoAaP �zwA3P �ZaoAaP �zwA3P �ZIIOA3P p3OA3P T r Y L_JS PARE LJSPME 1-1--200M LINAC AF 1-EJ200PF LINAC AF 1-EJ200AF LEJ20o AF I L -J 1 1 1 1 2M liar (4p18, CU 41 p8, CU GNDI2C. STE'128' S1E '126" STE'124• S1E '122' �_LL18LP-a, 1 1 EKIBTING I--I-� I r x 1 r -A. , SERVICE GROUNDS 3RUNS (HOD KGM,AL I c L_J L -J = - _ EXISTING ELECTRICAL ONE LINE DIAGRAM NO CHANGES OR DISTRIBUTION WITRTENANT A U x $ unury i N 02,46 Bu A-11.16,18' IIID $ ry 11618 ry 4 N �ONoSnIB FAULT CURRENT fAL[UTATX3N5 (unuwlxEeu uwcucuun➢rvMFlxmavD rMIEA TMLengM FI pDf ContluttorWlt Available Fault Dccri Volh PM1 Fi Runs "C"value Cul RX A[Utlll CO ISOLVA z6 W0 A11200AMain Disconntt[ 208 fiber«3 20 • «clayeasys «« 3 10505 23,777 uSooA.n Gorier zoa 3 z 3 16678 23$91 AL 200AtlIac For Panty"A" 208 3 2 1 12843 22,891 N PanN'A' 208 3 79 1 12843 10$43 M ]ODAtlIsa Far Pand"a" E08 3 z 1 ]]843 22791 N PenN'0' 208 3 ]] 1 1284 3 1Ob89 808 AMP, 208V. SERVICE LOAD CALCULATION MEffA NO. TENANT PEAK DEMAND 89]30166/Suite 122 = fi.] KVA 11399]s/Suite 134 = 9.4 KVA 5245)502/Suite 126 = 73 KVA 94561s /Suite 128 = 12.1 KVA fifi0098]2/House = 1.8 KVA TOTAL PEAK DEMAND = 362 KVA 36.2 @ 125 % = 95.3 KVA HUB TOTAL to 453 KVA SUB TOTAL LOAD I208V.3 Pfi) = 125.7 AMPS NEW CON NECRDLOAD PANEL "A's to 602 AMPS NEW CONNECTED LOAD PANEL "Be = 1013 AMPS TOTAL Sly 208 VOL15, 3 PHASE - 287 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W O m J> 2 AMPS in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN in BUILDING KEY PLAN ® N.T.S. I� N NnP W O ONO Ed _ten W P aQ � fmM IIZW n Q W :pP WOO 0 J N QQ Ed cW � m°w �M w oDm Z m m . N UW Z bar Am 3°m F[ ]u w N mwN mJm E z PkN I W O m J> 0 0 0 0 U W z W 0 2 U J J 0 0 0 Q 0 Q 0 W W o J � J �QD o z°LU ca Q W H N 20a a-jLL 1 I � �I I■ e � m1 Q H Q D W U z g a m iro 2 ■1 HIM 11111111 0 v 0 J 0 U W Z W 0 U J —� o � o Q o Q U W W o J � �Q❑ 0 a=� W Z L°>- W H N 2Uz a-1 9 1 � ■1 ■ CONTROLLED AIR, LLC. TESTING AND BALANCING OF MECHANICAL SYSTEMS GENERAL INFORMATION PROJECT: GO PUFF LOCATION: WHEATRIDGE COLORADO ARCHITECT MECHANICAL ENGINEER MICHEAL E HARVEY GENERAL CONTRACTOR A&B BUILDERS BALANCING CREW Raymond Lamp / Curtis McNair DATE 7-29-2021 DIFFUSERS AND REGISTERS AND GRILLES SIDEWALL DIFFUSER INSTRUMENTS USED VELOMETER SHORTRIDGE FLOW HOOD ANEMOMETER DAVIS SPEED INDICATOR BIDDLE AMMETER FLUKE VOLTMETER FLUKE INCLINED DRAFT GAGE MAKE MAGNEHELIC GAGE DWYER 0"-1" PRESSURE GAGE PRESSURE GAGE -DIFFERENTIAL PYROMETER THERMOMETERS DIFFUSERS AND REGISTERS AND GRILLES SIDEWALL DIFFUSER MAKE TYPE CEILING DIFUSER MAKE TYPE RETURN REGISTER MAKE TYPE SUPPLY REGISTER MAKE TYPE RETURN GRILLES MAKE TYPE DENVERGOLORADO 303-883-4688 PROJECT ALTITUDE 5280' VELOMETER CORRECTION 1.10 APPLIED TO AREA (K -FACTOR) X VELOCITY STATIC PRESSURE CONNECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED -7777 W 3 g � ,,.� #iz 151 -13 o Z-0 z- 00 8 S Z CONTROLLED AIR, LLC. TESTING AND BALANCING OF MECHANICAL SYSTEMS GO PUFF WILMORE CENTER 7777 W 38TH AVE SUITE A130 WHEATRIDGE COLORADO DENVER, COLORADO 303-883-4688 CONTROLLED AIR, LLC. Denver, Colorado EQUIPMENT DATA PROJECT GO PUFF A) UNIT NO. 1.5 RTU -1 3 RATED SPEED 1725 MAKE RATED VOLTS 208-230/460 CARRIER RATED AMPS 5.2/2.6 SER. NO. 4514C79691 (EXIST) AMP. RATING RATING (REQ'D) AMP. RATING SHEAVE X BORE ww B) MOTOR MARATHON H.P. CL DIST. TYPE BELT CHANGE PH. MEAS. VOLTS (L/L) 204/204/205 SF DROP MEAS. AMPS DROP 3.3/3.2/3.3 FR. MEAS. VOLTS (LIG) C) STARTER PART OF PACKAGE THERMALS THERMALS OTHER D) DRIVEN AFD44 DRIVER VP33 BELTS AX -38 MOT. ADJ. IWOUT DRIVE CHANGE FINAL RPM 1071 FINAL KW PF (1st) E) FILTER IN -0.20" OUT HEAT COIL IN OUT COOL COIL IN OUT FAN IN OUT PUMP IN OUT REMARKS 2.25 SOFT X108 VEL = 245 CFM OSA FINAL PAGE DATE PLAN LOC. MODEL# 48TCFA05A2A SPEED, RPM 1071 1.5 RATED PF/EFF 3 RATED SPEED 1725 1.15 RATED VOLTS 208-230/460 56Y RATED AMPS 5.2/2.6 MEAS. KW SIZE (EXIST) AMP. RATING (REQ'D) AMP. RATING SHEAVE X BORE ww SHEAVE X BORE 5/8" SIZE X NO. BELTS 1 CL DIST. BELT CHANGE FINAL AMPS 3.3/3.4/3.2 FIN DROP DROP DROP 0.30" RISE 0.50" RISE CO _TROLLED AIR, LLC. Denver, Colorado EQUIPMENT DATA PROJECT GO PUFF A) UNIT NO. 1.5 RTU -2 3 RATED SPEED 1725 MAKE RATED VOLTS 208-230/460 CARRIER RATED AMPS 5.2/2.6 SER. NO. 0415C55216 (EXIST) AMP. RATING RATING (REQ'D) AMP. RATING SHEAVE X BORE 518,, B) MOTOR MARATHON H.P. CL DIST. TYPE BELT CHANGE PH. MEAS. VOLTS (L/L) 204/205/205 SF DROP MEAS. AMPS DROP 1.8/1,8/1.9 FR. MEAS. VOLTS (UG) C) STARTER PART OF PACKAGE THERMALS THERMALS OTHER D) DRIVEN AFD44 DRIVER VP33 BELTS AX -38 MOT. ADJ. IN/OUT DRIVE CHANGE FINAL RPM 1002 FINAL KW PF (1st) E) FILTER IN -0.22" OUT HEAT COIL IN OUT COOL COIL IN OUT FAN IN OUT PUMP IN OUT REMARKS 2.25 SOFT X 82 VEL = 185 CFM OSA FINAL PAG DATE PLAN LOC. MODEL# 48TCEA04A2A SPEED, RPM 1002 1.5 RATED PFIEFF 3 RATED SPEED 1725 1.15 RATED VOLTS 208-230/460 56Y RATED AMPS 5.2/2.6 MEAS. KW SIZE (EXIST) AMP. RATING (REQ'D) AMP. RATING SHEAVE X BORE 518,, SHEAVE X BORE 5/8" SIZE X NO. BELTS 1 CL DIST. BELT CHANGE FINAL AMPS 1.8/1.8/1.9 FIN DROP DROP DROP 0.30" RISE 0.52" RISE CONTROLLED AIR, LLC. Denver, Colorado EQUIPMENT DATA PROJECT GO PUFF A) UNIT NO. 1.5 RTU -3 3 RATED SPEED 1725 MAKE RATED VOLTS 208-230/460 CARRIER RATED AMPS 5.2/2.6 SER. NO. 0415C55233 (EXIST) AMP. RATING RATING (REQ'D) AMP. RATING SHEAVE X BORE 5/8,, B) MOTOR MARATHON H.P. CL DIST. TYPE BELT CHANGE PH. MEAS. VOLTS (UL) 204/205/205 SF DROP MEAS. AMPS DROP 1.8/1.811.9 FR. MEAS. VOLTS (LIG) C) STARTER PART OF PACKAGE THERMALS THERMALS OTHER D) DRIVEN AFD44 DRIVER VP33 BELTS AX -38 MOT. ADJ. IN/OUT DRIVE CHANGE FINAL RPM 985 FINAL KW PF (1st) E) FILTER IN -0.22" OUT HEAT COIL IN OUT COOL COIL IN OUT FAN IN OUT PUMP IN OUT REMARKS 2.25 SOFT X 84 VEL = 190 CFM OSA FINAL PAGE DATE PLAN LOC. MODEL# 48TCEA04A2A SPEED, RPM 985 1.5 RATED PF/EFF 3 RATED SPEED 1725 1.15 RATED VOLTS 208-230/460 56Y RATED AMPS 5.2/2.6 MEAS. KW SIZE (EXIST) AMP. RATING (REQ'D) AMP. RATING SHEAVE X BORE 5/8,, SHEAVE X BORE 5/8" SIZE X NO. BELTS 1 CL DIST. BELT CHANGE FINAL AMPS 1.8/1.8/1.9 FIN DROP DROP DROP 0.30" RISE 0.52" RISE CONTROLLED AIR, LLC. Denver, Colorado EQUIPMENT DATA PROJECT GO PUFF A) UNIT NO. 1.5 RTU -4 3 RATED SPEED 1725 MAKE RATED VOLTS 208-230/460 CARRIER RATED AMPS 5.2/2.6 SER. NO. 5114C89287 (EXIST) AMP. RATING RATING (REQ'D) AMP. RATING SHEAVE X BORE 5w, B) MOTOR MARATHON H.P. CL DIST. TYPE BELT CHANGE PH. MEAS. VOLTS (UL) 204/205/205 SF DROP MEAS. AMPS DROP 1.7/1.8/1.9 FR. MEAS. VOLTS (UG) C) STARTER PART OF PACKAGE THERMALS THERMALS OTHER D) DRIVEN AFD44 DRIVER VP33 BELTS AX -38 MOT. ADJ. IN/OUT DRIVE CHANGE FINAL RPM 991 FINAL KW PF (1st) E) FILTER IN -0.22" OUT HEAT COIL IN OUT COOL COIL IN OUT FAN IN OUT PUMP IN OUT REMARKS 2.25 SQFT X 82 VEL =185 CFM OSA FINAL PAGE DATE PLAN LOC. MODEL# 48TCEA04A2A SPEED, RPM 991 1.5 RATED PF/EFF 3 RATED SPEED 1725 1.15 RATED VOLTS 208-230/460 56Y RATED AMPS 5.2/2.6 MEAS. KW SIZE (EXIST) AMP. RATING (REQ'D) AMP. RATING SHEAVE X BORE 5w, SHEAVE X BORE 5/8" SIZE X NO. BELTS 1 CL DIST. BELT CHANGE FINAL AMPS 1.711.8/1.9 FIN DROP DROP DROP 0.32" RISE 0.54" RISE N — — - LLl LL LL _ L11 O N V i N j. 6 x n Q� y N 10 x In �^ N F J Q x N r 4 X 137/ LL`, O n N m o j J. hn 7 Cl! ,n M ; x n x N u , 1 i, N i, N~ to (A� ON C4 pp o Z � �I U w Q OI�< eIXet 3] W a ;U < vi U `I'^ 7 N Y 1 V N ^ FO - NI x N I rx BN a 9O I , � N r � � Z �m W O V r 4 iCJ--�� g O ' I W O N Ln jly - f J I,a H O � O Nto w N x N K (0.n O N � ► 44" City of Wheat Ridge '/� Comm. Tenant Finish PERMIT - 202100852 PERMIT NO: 202100852 ISSUED: 07/19/2021 JOB ADDRESS: 7777 W 38th Ave #128-130 EXPIRES: 07/19/2022 JOB DESCRIPTION: Comm. Tenant Finish - Interior remodel, new retail sales area, RR, receiving area, utility area, product display area, manager office. Tenant: goPuf f *** CONTACTS *** OWNER BABY & COMPANY/CARLA HACKETT GC (303)778-8555 ALAN WARING & MICHAEL PALMER 060220 A&B BUILDERS, INC. SUB (303) 349-9403 MARK HAMILTON 080003 BEAR ELECTRIC, INC. SUB (303)777-1234 JAMES & DIRK PASTERKAMP 017887 PASTERKAMP HEATING & AIR GOND. SUB (303)300-3693 CRAIG E. MARTINEZ 021213 CRAIG MECHANICAL SYSTEMS *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 126,929.00 FEES Total Valuation 0.00 Plan Review Fee 849.03 Use Tax 21665.51 Permit Fee 11306.20 ** TOTAL ** 41820.74 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Site signage will require separate permits. The issuance of a building permit shall not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion of the associated building permit. 44" City of Wheat Ridge _A� Comm. Tenant Finish PERMIT - 202100852 PERMIT NO: 202100852 ISSUED: 07/19/2021 JOB ADDRESS: 7777 W 38th Ave #128-130 EXPIRES: 07/19/2022 JOB DESCRIPTION: Comm. Tenant Finish - Interior remodel, new retail sales area, RR, receiving area, utility area, product display area, manager office. Tenant: goPuff I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/19/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. SUITE A1 18 REMODEL WILMORE CENTER FIRST FLOOR 7777 WEST 38TH AVENUE WHEAT RIDGE, COLORADO 80033 PROJECT LOCATIO 3,101 RSF SUITE A118 (AREA OF WORK) EXIT EXIT SEPARATION REQUIRED: 32'-10" (PROVIDED: 64'-6") DIAGONAL DISTANCE 65'-7" � 1 f Y � hi' �Xt F-cyc- C4iKAvwn LhvLLc1rxtwi APPROVED kirkmoney 03/23/2021 Plans Examrw Date v:l+'fl�.r l.�n.� rrSe.rNyuAlfd7'R�nT�aM .�1F'�19�'�Ne�c 1�!ti �(�4' a -v ,Cft gia+csw wome. .e'�+�'^"9•L�,vrwp,n:�ihr.�.iviolr orsu+vi eM,psn.rn_s „�nir�.iYl�. csF�s �uirQ+r �M1aPSAet a>'b�e 5� Mr>f+oni tirra�5t EXIT PLAN Scale: 3/32" = 1'-0" 0' 4' 8' 16' NORTH EXIT SEPARATION REQUIRED: 40'-4" (PROVIDED: 48'-11 ") DIAGONAL DISTANCE 80'-8" UITE A116 1,099 RSF (REMAINING VACANCY) PROJECT LOCATIO WILMO E SITE PLAN SCALE NTS L DRAWING INDEX BUILDING CODE ANALYSIS ARCHITECTURAL DRAWINGS: JURISDICTION: City of Wheat Ridge 01 /A0.1 COVER SHEET West Metro Fire Rescue 01 /A0.2 GENERAL NOTES APPLICABLE CODES: 01 /A0.3 GENERAL NOTES BUILDING CODE: 2018 IBC 01 /A0.4 GENERAL NOTES 2018 IEBC 01 /A0.5 GENERAL WALL DETAILS PLUMBING CODE: 2018 IPC - 9 DETAIL SHEET MECHANICAL CODE: 2018 IMC 01�Dy , ELECTRICAL CODE: 2020 NEC --A._04D�MSLQOIaP�N 01 / D.2 REFLECTED CEILING DEMOLITION PLAN ENERGY CONSERVATION CODE: 2018 IECC 1 /A. DIMENSInN PLAN FIRE/LIFE SAFETY: 2018 IFC 1 / 2 RE LE TE C ILI G LA ACCESSIBILITY: 2009 ICC/ANSI 117.1 BUILDING DESCRIPTION: MECHANICAL DRAWINGS: Q 01 /M1 MECHANICAL LEGEND, SCHEDULES, DETAILS AND 1. TYPE OF CONSTRUCTION: V -B GENERAL INFORMATION 2. NO. OF STORIES: 1 01 /M2 MECHANICAL AND PLUMBING PLANS 3. SPRINKLERED: NO ELECTRICAL DRAWINGS: 01 /E0.1 ELECTRICAL PLANS SCOPE OF WORK The scope of work includes infilling a door at an existing demising wall to separate existing suite into two individual suites. PROJECT DIRECTORY OCCUPANT LOAD SUMMARY BUILDING MANAGEMENT: SUITE A118 DPC Companies (Area of Work) 7800 East Union Avenue, Suite 800 3,101 RSF Denver, Colorado 80237 Telephone: 303-796-8288 Ext. 3354 1. OCCUPANCY: Contact: Heather Farley A. GROUP B Email: hfarley@dpccompanies.com B. USE OFFICE C. FACTOR 1 PER 100 D. SF OF OCCUPANCY: 3,101 ARCHITECT: E. LOAD 32 Kieding 2. TOTAL OCCUPANTS FOR SUITE: 32 501 South Cherry Street, Suite 150 3. EXITS REQUIRED: 1 Glendale, Colorado 80246 Telephone: 303.399.9100 4. EXITS PROVIDED: 2 Contact: Chris Thomas Email: cthomas@kieding.com SUITE A116 Contact: Alisa Templeton (Remaining Vacancy) Email: atempleton@kieding.com 1,099 RSF 1. OCCUPANCY: MECHANICAL ENGINEER: A. GROUP B Michael E. Harvey, P.E., LLC B. USE OFFICE 21041 Saddleback Circle C. FACTOR 1 PER 100 Parker, Colorado 80138 D. SF OF OCCUPANCY: 1,099 Telephone: 720-218-1154 E. LOAD 11 Contact: Michael Harvey Email: mharveype@comcast.net 2. TOTAL OCCUPANTS FOR SUITE: 11 3. EXITS REQUIRED: 1 4. EXITS PROVIDED: 2 ELECTRICAL ENGINEER: Hutchison-Papesh Engineering Corp. 13986 West Bowels Avenue, Suite 102 Littleton, Colorado 80217 Telephone: 303-973-9779 Contact: Brent Papesh Email: brent@hutchengineering.com GENERAL CONDITIONS CONSTRUCTION DOCUMENT APPROVAL APPROVAL APPLIES TO ALL SHEETS LISTED IN THE DRAWING INDEX. USE OF THESE PLANS AND DOCUMENTS FOR MATERIALS ORDERING AND CONSTRUCTION REQUIRE APPROVAL BY OWNER AND TENANT. Construction work shall not proceed until the Owner and Tenant have given their approval to these construction documents. The Contractor shall be responsible for confirming that the Owner and the Tenant have approved these construction documents and for advising the Designer of any requested revisions by the Owner and / or Tenant. The Contractor shall be solely responsible for any work performed without the Owner's / Tenant's approval of these construction documents. Approval by these parties shall be interpreted as acceptance of the construction documents for content, scope of work and all dimensions and special requirements by either party as being necessary to their operations, use of space for furnishings / equipment installation, finished appearance and any agreements between the Owner and Tenant. Construction and/or initiation of construction authorized by the Owner from these construction documents, shall be interpreted by the Designer as approval in full of these construction documents by both the Owner and Tenant. APPROVED: Authorized Signature Only OWNER: DATE: TENANT/CLIENT: DATE: W Z O W W W W Z) W W O CD O LO NT O N T-- O O O O (:6 O O W -0 M co ML - 00 OO N O M LU W coN N � U �O O W T— O LO A J W D O 2LU 0� LU a a 1 -- LU W 2 W ryW O U 0 0 M O W z0Q10� W020 C) WLL°M°V 0 2 J U) 9 � LL W z0 � (� W 00o Q 0 W 0 Q W 1 -- LU W 2 W ryW O U 0 0 1.0 ARCHITECTURAL WORKING DRAWINGS SCOPE & INTENT 1.1 Working Intent 1.1.1 Definition Architectural Working Drawings consist of these Project Plans and Detailed Drawings, General and Keyed Notes, Schedules and Legends descriptive of the Project scope of architectural work and such supplemental information and clarifications to the Architectural Working Drawings as may be prepared by the Architect. 1.1.2 Intent These Architectural Working Drawings are intended to ONLY DESCRIBE THE GENERAL SCOPE AND FINISHED APPEARANCE OF THE PROPOSED PROJECT ARCHITECTURAL WORK. 1.1.3 Not Included or Intended These Architectural Construction Documents are NOT intended to provide exhaustive or specific detail, or to instruct the Contractor in the details, or standard methods or practices of his trade. RE: Interpretation or Clarification of Project Construction Documents (Paragraph 1.6). 1.1.4 Basis for the Scope of Work The Scope of architectural work described in these Architectural Construction Documents and Plans (the Project) is based upon: Approved Project Space Plan and descriptive Space Plan design notes, Architect's understanding of the Project requirements, Base Building Owner's requirements, Base Building and Project as -built information, Readily visible existing architectural conditions RE: Existing Architectural Conditions (Paragraph 1.3), Governing Building Codes, and ANSI (American National Standards) Accessible and Usable Buildings and Facilities. 1.2 Building Code and Americans National Standard Institute (ANSI) Compliance These Architectural Working Drawings only represent the Architect's understanding of the governing Building Codes. Final interpretation of governing Building Codes and regulations are subject to the binding interpretation of Building and Fire Department Officials having authority. Therefore, PRIOR to commencing with Project work, the Contractor SHALL ADVISE AND PROVIDE the Architect with copies of ALL PROJECT CODE COMPLIANCE PLAN REVIEW COMMENTS from governing officials for any required inclusion in the Project Architectural Working Drawings by the Architect. 1.3 Existing Architectural Conditions Existing architectural conditions and improvements shown on these Architectural Working Drawings are based upon information provided to the Architect by the Building Owner and have NOT been verified by the Architect beyond observation of readily visible existing conditions. ACTUAL EXISTING CONDITIONS AND IMPROVEMENTS MAY VARY FROM THOSE SHOWN ON THE PROJECT PLANS. RE: Section 3.0, Contractor Responsibilities 1.4 Hazardous Materials NO environmental survey was conducted by the Architect nor has the presence of asbestos or hazardous materials been made known or provided to the Architect. As the project is located within an existing building, such material may be present and their removal or containment shall be in accordance with governing Building Codes and environmental regulations. 1.4.1 State Certified Asbestos Inspection Prior to commencement of any demolition work, including floor covering removal, the General Contractor shall obtain from the State Certified Asbestos Inspector, approved b the Building Owner, a statement to the effect that the Inspector has pp Y 9 p determined that demolition of the space will not disturb building materials that contain asbestos, as defined by the following: U.S. Environmental Protection Agency, U.S. Occupational Safety and Health Administration, and the State of Colorado. RE: Section 4.0, Architectural Demolition. 1.4.2 Project Materials No materials containing any amount of asbestos are to be used in the performance of Work, including, but not limited to, asbestiform fiber structure varieties of chrysotile, amosite (cummintonite-grunerite), crocidolite, anthophyllite, tremolite, and actinolite and/or "magnesium silicates" as identified in the product Material Safety Data Sheets. Upon completion of the work and prior to a request for final payment, the Contractor shall provide a signed affidavit stating that no asbestos has been introduced into the building by the Contractor, it's sub -contractors or suppliers during the performance of the Work. 1.5 Project Bid Format and Contractor Bid 1.5.1 Bid Format Project bids shall be submitted in the CSI Master Format Bid Outline, except as may otherwise be approved or directed by the Project party contracting with the Contractor for work on the Project. 1.5.2 Contractor Responsibility PRIOR TO BID SUBMITTAL, the General Contractor shall be RESPONSIBLE for familiarizing himself with the following: Review of these Architectural Working Drawings, Existing Project conditions, Any Building / Suite Standards RE: Section 2.0, Definitions, Clarification or interpretation of the Project Architectural Working Drawings by the Architect, RE: Paragraph 1.6, Interpretation or Clarification of Architectural Working Drawings, Building Rules for work within the Building, Project Access and Hours of Operation RE: Paragraph 1.5.3, Governing codes and regulations and Determining the availability of specified materials required for a complete project. 1.5.3 Building Rules, Project Access and Hours of Operation PRIOR to bid submittal and construction, the Contractor shall coordinate with the Project Party contracting with the Contractor for the Project Work to determine and subsequently comply with the Project construction requirements governed by the general Building Rules and Regulations, access to the Project and rules related to Project access, construction operations, hours of construction operations, protection of property and occupants, and disruption to the building occupants. 1.5.4 Bid Submittal Line Item Contingency The Contractor shall coordinate with Building Management for any contingency inclusion in the final bid for Tenant improvements and related work not provided for on the Plan. 1.6 Interpretation or Clarification of Architectural Working Drawings Interpretation or clarification of these Architectural Working Drawings may ONLY be made by the Architect upon the Contractor's written request to the Architect followed by Architect's written response PRIOR to the Contractor accomplishing the work in question. The Contractor shall be SOLELY RESPONSIBLE for any assumptions made without written clarification from the Architect. Any assumptions made without written interpretation or clarification by the Architect may result in the rejection of the work in question. 1.0 ARCHITECTURAL WORKING DRAWINGS SCOPE & INTENT (continued) 1.7 Project Engineering Working Drawings 1.7.1 General Kieding Office Architects are NOT licensed engineers. These Architectural Working Drawings are NOT INTENDED to imply, in any manner, the design of engineered systems. All Engineering Working Drawings prepared for the Project have been independently accomplished by others. 1.7.2 Architectural and Engineering Working Drawings Insofar, as the Architectural and Engineering Working Drawings have been independently prepared, the Contractor shall be RESPONSIBLE for advising the Architect in writing of any apparent discrepancies between the two documents PRIOR TO BID SUBMITTAL. RE: Section 1.6, Interpretation or Clarification of Project Architectural working Drawings. 1.7.3 Design -Build Engineering Any Design Build Engineering required for the Project shall be APPROVED by the Project party contracting with the Contractor's for Project work. All such Design - Build Engineering shall only be accomplished by qualified engineers, licensed to practice in the governing jurisdiction. 1.7.4 Issue and Distribution of Architectural and Engineering Working Drawings The General Contractor SHALL NOT ISSUE Engineering Working Drawings, whole or in part, separate from the Architectural Working Drawings, whole or in part. 2.0 DEFINITIONS 2.0.1 Building Standards "BUILDING STANDARD(S)" shall mean the Building Owner's pre -selected or approved materials, products and methods of construction. 2.0.2 Suite Standards "SUITE STANDARDS " shall mean the existing materials products and methods O 9 , of construction in the existing Project Suite to be matched as noted in the Project Construction Documents. 3.0 CONTRACTOR RESPONSIBILITIES 3.1 Contractor Use of Project Architectural Working Drawings The Contractor's use of these Architectural Working Drawings for other than cost estimating is expressly conditional on signed approval of these Architectural Working Drawings by the Project Party contracting with the Contractor for Project work, and issuance of a Building Permit by the Governing Authority. 3.2 Contractor Acceptance of Project Architectural Working Drawings Use of these Architectural Working Drawings by the Contractor for other than cost estimating shall be considered acceptance of these Architectural Working Drawings, plans, details, scheduled products and assemblies, keyed and general notes in full. RE: Section 1.6, Interpretation or Clarification of Project Architectural Working Drawings. 3.3 Code Compliance All Project materials, products and workmanship shall comply with governing Building Codes, regulations and ANSI requirements, as a minimum standard. The Contractor shall promptly provide the Architect with all copies of Code Official building permit plan review comments and/or on-site Code requirements identified by the Building Code Inspector prior to accomplishing work on the Project. RE: Section1.2, Building Code and American National Standard Institute (ANSI) Compliance. 3.4 Contractor Submittals 3.4.1 Architectural Working Drawings s Approved Contractor architectural shop drawings, including millwork shop drawings and installation drawings and specifications shall be considered and defined as Architectural Working Drawings for the purposes of these General Notes. 3.4.2 Contractor Responsibilities PRIOR to orderingor the fabrication of products or fabrication of assemblies requiring submittal and approvals, the Contractor shall be responsible for submitting all required, or otherwise requested, product information, samples and shop drawings to the Architect. Such submittals shall be received by the Architect in sufficient time for Architectural review and approval by the Project Party contracting with the Contractor for Project work. Unapproved products or shop drawings may result in the rejection of the work in question. RE: Paragraph 3.4.3, Required Submittals 3.4.3 Required Submittals Unless otherwise noted or directed by the Project Party contracting with the Contractor for Project work, the Contractor shall provide the Architect with: The Project construction budget or bid, Project construction schedule and The Contractor's list of proposed Sub -contractors. Unless otherwise noted or directed by the Project Party contracting with the Contractor for Project work, the Contractor shall provide the Architect with (3) sets of product and/or material literature and one (1) reproducible or electronically printable set of shop or installation drawings for the following submittals: Value Engineering Proposals Material or Product Substitutions proposals complete with specifications, details and product information and cost comparisons. Shop drawings for any custom fabricated work. Custom details not specifically described in the Architectural Working Drawings. Requested finish material, product samples and manufacturer's literature. Architectural products and accessories (lighting fixtures, door assemblies, hardware, appliances, restroom accessories, etc.). Carpet and tile installation plans for the Project. 3.5 Dimensioning and Contractor Field Verification of Existing Conditions 3.5.1 Dimensioned Plans and Details Except as noted or shown otherwise, all dimensions shown on these Architectural Working Drawings are to the finished face. THE CONTRACTOR SHALL NOT SCALE THE PROJECT DRAWINGS 3.5.2 Field Verification and Notification of Plan Discrepancies The Contractor shall be responsible for field verifying existing dimensions, including existing real property improvements and conditions to remain or otherwise affecting the proposed work. The Contractor shall advise the Architect in writing of any discrepancies between the field conditions and dimensions and these Architectural Working Drawings for written direction by the Architect. 3.0 CONTRACTOR RESPONSIBILITIES (continued) 3.6 Existing Conditions, Change Orders and Bid Contingency Allowance 3.6.1 Change Orders for Existing Conditions No Change Orders, for additional project cost, will be approved for readily visible conditions that require repair or replacement, resulting from the Contractor's failure to Field Verify such existing conditions. 3.6.2 Bid Contingency Allowance The Contractor shall coordinate with Building Management for any contingency inclusion in the final bid for Tenant improvements and related work not provided for on the Plan. Notice of existing concealed conditions requiring additional work shall be submitted PRIOR to accomplishing the work for review by the Architect and approval by the Project Party contracting with the Contractor for Project work. 3.7 Project Schedule The Contractor shall be responsible for determining, maintaining, adhering to and advising all affected parties of the Project Schedule progress on a weekly basis as a minimum. The Contractor shall promptly notify all affected Project Parties of considerations or restraints affecting the Project Schedule. The Contractor shall determine and advise all Parties of any product or fabrication long lead times and submit order and delivery confirmations in a timely manner as determined and required by the Architect and/or the Project Party contracting with the Contractor for the Project work. 3.8 Project Workmanship In performing work on the Project, the Contractor shall only use competent mechanics skilled in their trade and the specified products, or manufacturer's certified mechanics when required by the product manufacturer's warrantee. 3.9 Full and Complete Project, Acceptance and Certificate of Occupancy The Contractor shall provide for all necessary work, equipment and materials necessary to provide a full and complete Project described in the Project Architectural and Engineering Working Drawings. Such work shall be as required for Project acceptance by the Project Party contracting with the Contractor for Project work and as required for issuance of a Certificate of Occupancy by the governing Code Jurisdiction. 3.10 Contractor Warranties Unless contractually required otherwise, all workmanship, products and materials within the scope of these Architectural Working Drawings shall be warranted by the Contractor for a minimum period of one calendar year following written acceptance of the completed Project by the Project Party contracting with the Contractor for the Project work, or for the product warrantee period, whichever is longer. 4.0 ARCHITECTURAL DEMOLITION 4.1 Scope of Work RE: Architectural Working Drawings, Architectural Floor and Reflected Ceiling Demolition Plans and/or information, Notes and Engineering Working Drawings. 4.1.1 Field Verification, Confirmation and Coordination of Demolition Work Based upon the scope of the proposed real property improvements described in these Architectural Working Drawings and the Project Engineering Working Drawings, the Contractor shall field verify existing conditions, coordinate and confirm the scope, schedule and execution of demolition work, including but not limited to the hours of operation, trash dumpster locations, use of the Building elevator(s) (if applicable) and the Building Rules regarding demolition activities with the BuildingOwner and/or the Project Pa contracting with the Contractor J ttY 9 for the Project work, if other than the Building Owner. 4.1.2 Building Rules and Demolition Requirements The Scope of Architectural Demolition Work shall include all architectural demolition work, as well as, all salvage and removal of debris in strict conformance with the Building Owner's Rules and other such requirements for Demolition Work in the Building. 4.1.3 Scheduling and Coordination of Demolition Work For existing buildings or Projects which remain partially occupied, demolition and remodeling work shall be in accordance with a mutually agreed upon schedule between Contractor, the Building Owner and other such Parties as may be directly affected by the Contractor's Demolition Work. Disruptive or potentially hazardous construction activities shall be coordinated with the Building Owner to occur before or after normal business hours, so as to minimize disturbance to Building Occupants. 4.1.4 Project Access The Contractor shall provide for unobstructed and safe passage of personnel and general public to and from the Project and all occupied portions of the building. 4.1.5 Protection of Existing Real Property Improvements The Contractor shall protect all existing Project improvements to remain, to be reused or to be otherwise salvaged. In addition, the Contractor shall maintain and protect all areas, outside the designated Project Work Area from wear, damage, soiling and debris including protective safety barriers and barriers to contain the spread of dust and fumes out of the Work Area. The Contractor shall repair any damage to existing work to remain or any other portion of the Building caused by the demolition activities or by his subcontractors at no additional cost to the Project, Tenant or Building Owner. 4.1.6 Project and Building Life Safety Devices The Contractor shall protect existing smoke detectors and other fire alarm devices from dust, damage and disconnection at all times during demolition and subsequent construction. Protection shall be removed and the fire protection systems fully activated during periods when space is not occupied and when construction is not in progress. 4.2 Architectural Elements and Materials Remove such doors assemblies, door hardware, glazing assemblies, millwork and other architectural products noted or shown on the Project Plans or shown on the Architectural Working Drawings for reuse, salvage or disposal. Architectural elements shall be removed back to structure. If such removal is impractical according to Building Owner and approved by the Project Party contracting with the Contractor for Project work, if other than the Building Owner, then such elements shall be removed to the extent that patching and /or new work will conceal part of the element to remain. 4.2.1 Architectural Material Reuse The Contractor shall field verify the condition, serviceability or governing Code compliance of all materials and products to remain or be reused on the Project The Contractor shall advise the Architect in writing PRIOR to Bid Submittal and construction of any such reused products or material found to be unusable OR more expensive to reuse than to replace with new, for review and written direction from the Architect and/or the Project Party contracting with the Contractor for the Project work. Except as may otherwise be noted, any existing products, assemblies and materials to remain or be reused for the Project shall be repaired or refurbished to provide "like new" appearance and function as approved by the Project Party contracting with the Contractor for the Project work. pbOn OrWI0e % 0 c 4.0 ARCHITECTURAL DEMOLITION (continued) 4.2 Architectural Elements and Materials (continued) 4.2.2 Salvageable Materials and Products Unless otherwise approved by the Building Owner, ALL Salvageable Materials and Products removed during Demolition shall remain the property of the Building Owner for disposition by the Contractor as directed by the Building Owner. 4.2.3 Ceiling Demolition Work RE: Section 4.3, Electrical and Mechanical Demolition Work For previously improved spaces, remove any existing ceiling elements as noted or shown to be demolished on the Architectural Reflected Ceiling Plan. Remove or otherwise protect existing architectural ceilings and ceiling assemblies and fixtures to remain from damage. Protect all lighting fixtures remaining in place as required from damage during demolition and subsequent construction. Remove any debris, abandoned cabling and wiring, and unused, combustible or hazardous materials above the ceiling in compliance with governing Codes and regulations. 4.2.4 Demolition and Removal of Hazardous Materials Detection, demolition, removal and disposal of any asbestos or hazardous materials shall be accomplished by licensed or certified Contractors in strict accordance with governing local, state and Federal laws and regulations. RE: Section 1.4, Hazardous Materials 4.2.5 Architectural Material Demolition Disposal and Recycling RE: 4.2.4, Demolition and Removal of Hazardous Materials. Except as otherwise noted, all materials NOT shown or noted for reuse or salvage, along with demolition rubbish and debris, shall be promptly removed from the Project and disposed of in compliance with governing local, state and EPA laws and regulations. Except as otherwise directed by the Building Owner and/or the Project Party contracting with the Contractor for the Project work, the Contractor shall divert a minimum of fifty (50%) percent of the demolition materials scheduled for disposal from the land fill for recycling purposes. 4.2.6 Demolition Cleanup Contractor shall provide for the removal of trash, debris and demolition material and provide broom cleaning daily. 4.2.7 Completion of Demolition Work Demolition work shall be deemed complete when all materials, debris and salvageable materials are removed or stored and the Project areas cleaned in preparation for new architectural and engineering real property improvements. In addition, General Contractor is responsible for patching and preparation of any disrupted walls, floors and ceilings as required for receiving finish after demolition Upon completion of demolition work, remove tools, equipment and demolished materials from site. Leave interior areas broom clean. 4.3 Electrical and Mechanical Demolition Work RE: Project Electrical and Mechanical Engineering Documents. 4.3.1 Electrical and Mechanical Demolition PRIOR TO DEMOLITION, the Contractor shall coordinate with the Building Owner to determine if existing electrical, voice and data service is servicing the Project space or other tenant occupancies. Except as otherwise noted by the Project Engineering Working Drawings or unless serving other occupants of the building 9 9 9 9 9 p 9 or other portions of the Building outside of the scope of the Project, electrical and mechanical elements scheduled for demolition shall be removed back to the nearest junction box, panel, pipe, duct, etc. to assure no conflict with new work. All work related to electrical, communications /data and mechanical elements to be shut off, disconnected or capped outside of the Project or affecting occupants of the Building shall be coordinated with Building Chief Engineer (if applicable) or the Building Owner for approval. 4.3.2 Electrical and Mechanical Life Safety Systems Contractor shall determine which, if any, vendors or sub -contractors are approved by the Building Owner for work on fire suppression systems (if applicable) and life safety systems such as fire alarms and smoke detection. Any such vendors or sub -contractors shall be certified for the respective speciality. All work and any demolition affecting these systems shall be scheduled and coordinated and approved by the Building Owner. 5.0 DRYWALL FRAMING & CONSTRUCTION 5.1 General 5.1.1 Dimensioning Definitions 'Align': Means the transition between new and existing finished surface shall be flush. 'Hold' or 'Critical': Means that the clear dimension is critical and must be exact. 'Verify' or'As Required': Means the dimension must be confirmed with the Architect or party noted, if other than the Architect, prior to layout, construction or fabrication. 5.1.5 Gypsum Board All new gypsum board shall be certified free of any hazardous material. RE: Section 1.4, Hazardous Material. New gypsum board shall be received and kept dry through the Project work. Gypsum board with any amount of mold growth shall be promptly removed from the Project. Gypsum board shall be secured to metal studs with screws per the manufactures recommendations OR Code / UL requirements, whichever is most restrictive for the partition type application. Drywall tape, joint compound and accessories shall be as recommended by the gypsum board manufacturer. 5.2 New Partition Layout and Site Review The Contractor shall layout ("chalk") the partition locations as provided for on the Project Architectural Dimension Plan. Prior to framing, the Contractor shall notify the Architect of any discrepancies between the Dimension Plan and measurements in the field for required Plan clarifications. The Contractor shall coordinate with the Architect and/or the Project Party contracting with the Contractor for the Project work to schedule a Site Review and approval of the "chalked" partition layout by the Project Party contracting with the Contractor for the Project work PRIOR to framing the partitions. 5.3 Existing Drywall Partitions Repair any damage to existing drywall to provide a "like new" finished appearance as approved by the Project Party contracting with the Contractor for Project work. Match and blend all new drywall partitions to existing drywall finished surfaces to remain. 5.0 DRYWALL FRAMING & CONSTRUCTION (continued) 5.4 Fire -rated Partitions Fire -rated partitions shall comply with the Code required or otherwise specified fire -rated construction as specified by the most current editions of the Gypsum Association, Fire Resistance Design Manual, OR the Underwriters Laboratory Inc., Fire Resistance Directory. 5.5 New Drywall Partitions 5.5.1 General Except as noted otherwise all new drywall partitions shall be true and plumb. New partition construction shall be in strict compliance with governing Codes, including lateral support. New partitions shall comply with the code required or otherwise specified construction as specified by the most current edition of the Gypsum Association. 5.5.2 Lateral Bracing For all full height drywall partitions, less than floor to structure, provide and install diagonal metal stud cross -bracing at 8'-0" on center (max.) to structure with slip joints as specified at structure. Unless noted otherwise, assume a 2-1/2" slip joint for partitions on grade or located in single story buildings, and a minimum of 1-1/2" slip joint at structure for other Project locations. 5.5.5 New Partitions at Exterior Window Mullions New partitions terminating with window mullions shall be centered on the window mullion, except where otherwise noted on the Dimension Plan. DO NOT MECHANICALLY FASTEN the drywall partition to the window mullion, double faced foam tape shall be applied at the drywall connection to the window mullion from sill to the window head. 5.5.6 New Partitions at Heating Convectors At Interior spaces with exterior wall baseboard heating or unit convection interrupted by drywall partitions, the Contractor shall provide and install a Code complaint acoustical barrier at the intersection of the drywall partition and the baseboard heating or convector as approved by the Building Owner. 5.2.7 Acoustical Partitions Provide and install unfaced full batt, therafiber, friction fit acoustical insulation full height between studs for all acoustical partitions. For less than floor to structure partitions provide and install non-combustible, faced plenum rated acoustical batt insulation for an acoustical partitions noted to ,p Y receive above ceiling lay -over insulation or any otherwise exposed above ceiling acoustical insulation. 5.6 LEVEL 4, Drywall Finishing Except as otherwise noted in these Architectural Working Drawings, drywall finishing shall be a LEVEL 4 gypsum board finish for all visible drywall surfaces as follows: Tape all drywall joints and interior corners as recommended by drywall manufacturer and embedded in three (3) coats of drywall joint compound and wiped with a joint knife, leaving a thin coat of compound over the tape. Provide and install beaded metal trim at all corners and drywall terminations (J mold trim will be rejected). finish with three (3) coats of drywall compound and sand between coats. Fully conceal all joints, accessories, fasteners, tape and compound from any irregularities, tool marks or excess compound to provide a smooth, even finished drywall surface. LEVEL 5 finish required for wallcovering, dry erase paint or other applied finishes (per manufactures installation requirements). 5.7 LEVEL 3 Drywall Finishing g As may be noted in these Architectural Working Drawing or as approved by the Project Par contracting with the Contractor for Project work drywall finish for J Party 9 J , rY surfaces above ceilingareas and where approved for Warehouse or areas not pp subject to public view may receive a LEVEL 3 drywall finish. Drywall Finish J p Y � rY LEVEL 3 shall be similar to Level 5 with two coats of drywall compound finished smooth and free of tool marks and ridges. 5.8 LEVEL 2, Drywall Finishing Below Tile or Stone Applications As may be noted in these Architectural Working Drawing or as approved b the Y 9 9 pp Y Project Party contracting with the Contractor for Project work, drywall finish for water resistant gypsum board or for other substrates below ceramic tile or stone finishes may receive a LEVEL 2 drywall finish similar to Level 3 Finish. LEVEL 2 finish drywall joints shall be taped. Finish all joints, angles, fastener heads and accessories with one (1) coat of drywall compound. Drywall surface shall be free of all excess joint compound. Tool and ridges are acceptable. 5.9 Drywall Expansion, Control and Slip Joints A) Extended Length Partitions: Provide and install drywall partition expansion joints not more than every thirty feet of uninterrupted length of drywall partitioning, whether specifically noted on the Project plans or not. B) Concrete Floor Slab Expansion Joints: Discontinuous framing and beaded metal drywall control joints shall be provided and installed at all concrete floor slab expansion joints, whether specifically noted on the Project plans or not. C) Floor to Structure Drywall Partition Slip Joints: In other than slab -on -grade Projects with expansive soil conditions or single story buildings subject to snow load structural deflection, provide and install 1-1/2" minimum 'deflection' slip joints at structure for all floor to structure partitions. RE: Section 5.10, On -grade Projects with Expansive Soils 5.10 On -grade Projects with Expansive Soils A) Slip and Control Joints: For concrete floor slabs on grade over expansive soils, provide and install drywall slip and control joints at the following conditions: Building expansion joints, Concrete floor control joints, Building core, structural columns and exterior wall connections, Both sides of interior door and window frames, and Suspended soffits and fascias. B) Partitions less than Floor to Structure: RE: Project Partition Schedule. All partitions less than floor to structure in height shall be 6" minimum in height above abutting suspended ceilings. C) Floor to Structure Partitions: Full height drywall partitions from floor to structure shall be provided with a 2-1/2" slip joint (minimum) for partitions on grade or located in single story buildings. Projects located directly on expansive soils shall be provided with partition slip joints or as may be otherwise required by the Building design Soils or Structural Engineer. In NO instance shall construction provisions be made for less than a 2-1/2" floor slab or structural movement. D) Drywall Furring: Unless noted otherwise, exterior and interior structure and core wall furring shall hold all furred framing and drywall 4" above finished ground floor level. (CONTINUED) W Z O w W W Z) W W LO NT O T-- N T -- (D O M M 6 =; 0M W -0 co M N O O N O M LU U) N N � U O CD O U) O LO co O E N O Q H E N L i- - co U .D Q U � � U C: co O U C: O 00 r Q UJ N O N C N Q Z) Z Q M O 0� W �0Q W WLL 0 J 0�� - IZ W Z z0 W co U) W 00O 0 0 U CD 0 Q W 5.0 DRYWALL FRAMING & CONSTRUCTION (continued) 5.10 On -grade Projects with Expansive Soils (continued) E) HVAC Distribution and Plenum Return Air Openings: Provide framed drywall openings for HVAC distribution and plenum return air flow as required by the Project Mechanical Engineer in floor to structure partitions such that the framed opening allows for a minimum of 2-1/2" vertical drywall partition movement. F) Suspended ceilings: DO NOT attach suspended ceilings to any drywall partitions, interior or exterior furred core of exterior walls or structure. 5.11 Blocking for Wall Mounted Accessories and Millwork All blocking required for millwork and support of wall mounted accessories, including wall mounted door stops, shall be non-combustible solid wood blocking, except as may be otherwise approved by the governing Code Official in writing. ALTERNATIVELY 16 gauge metal sheets may be substituted for non- combustible solid wood blocking where prohibited or otherwise impractical. 5.12 Drywall Furring 5.12.1 General Drywall furring shall be as noted in these Architectural Working Drawings. RE: Project Architectural Plans and Notes. Section 5.10, On -grade Projects with Expansive Soils. All new drywall furring shall be true and plumb with drywall finishes to match and blend with existing drywall surfaces. Provide and install beaded metal trim at all corners and terminations ( J -metal trim will be rejected). Drywall furring and finishes shall match drywall partition quality and finish requirements described in these General Notes. RE: Section 5.0, Drywall Framing and Construction. 5.12.2 Drywall Furring at Exterior Walls Provide and install new vapor barrier and rigid thermal insulation to match existing in Building or as otherwise required by Code and at exterior building wall drywall furring as approved by the Building Owner. 5.13 Drywall Partition Schedule Note: Contractor to verify existing wall thicknesses, and to match, unless otherwise noted. Existing Partition Demising Partition RE: Wall Details on Sheet A0.5 in this set of drawings. 5.0 DRYWALL FRAMING & CONSTRUCTION (continued) 5.14 Drywall Ceilings, Fascias and Soffits Except as otherwise noted, drywall ceilings, fascias and soffits shall be 5/8" drywall framed or suspended and installed as recommended by the drywall manufacturer for specific application. Framing, detailing and drywall application shall be per the design standards established by the United States Gypsum company and, for any fire rated construction, the UL Fire Resistance Directory. All drywall joints, outside corners and exposed drywall terminations shall be LEVEL 5 drywall finish with beaded metal trim to match and blend to the finished drywall surface. RE: Section 5.6, LEVEL 5, Drywall Finishing. Section 5.9, Drywall Expansion, Control and Slip Joints. Section 5.10, On -grade Projects with Expansive Soils. 5.14.1 New Drywall Abutting Existing Drywall Ceilings, Fascias and Soffits New drywall ceilings, fascias and soffits abutting existing drywall in the same plane shall be flush with no visible joints, except as otherwise required for slip, control or expansions joints. 5.14.2 New Drywall Abutting New Drywall Ceilings, Fascias and Soffits All drywall fascias shall be true and plumb and drywall soffits and ceilings shall be level with no visible imperfections or joints except as otherwise required for slip, control or expansions joints. 5.14.3 Drywall Ceiling Access Panels, Mechanical Devices and Lighting Fixtures Drywall ceiling access panels, mechanical devices and lighting fixtures shall ONLY be permitted where specifically located on the Project Architectural and/or Engineering Working Drawings. In the event that the access panel, mechanical devices and lighting fixture locations are not clearly defined or otherwise in conflict with the other drywall ceiling elements or lighting fixtures, the Contractor shall be responsible for coordinating the location and layout of such drywall ceiling elements with the Architect PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. Drywall ceiling access panels, mechanical devices and lighting fixtures shall be installed in compliance with the manufacturer's recommendations. Drywall ceiling access panels shall be installed flush with the finished drywall ceiling in such a manner a to minimize the finished appearance of the access panel. 5.14.3 Drywall Ceiling Fire Protection Sprinkler Heads Except as may otherwise be approved by the Project Party contracting with the Contractor for the Project work, the Contractor shall install approved recessed fire protection sprinkler heads in drywall ceilings in compliance with governing Codes and located in coordination with the other drywall ceiling elements and lighting fixtures. 6.0 DOORS, DOOR and INTERIOR WINDOW FRAMES 6.1 General Unless specially detailed otherwise, dimensions given for new doors, door and window frames are nominal dimensions, only. The Contractor shall take into consideration frame tolerances, ceiling clearances and door undercut requirements and deduct from the given nominal dimensions PRIOR TO PRODUCT ORDERING OR FABRICATION. 6.2 New Door, Door and Interior Window Frame Submittal 6.2.1 New Manufactured Doors and Door Frames The Contractor shall submit a door, door and interior window frame schedule with manufacturer's product information, door and window frame profile samples and finish samples to the Architect for review and approval by the Project Party contracting with the Contractor for the Project work PRIOR TO ORDERING. 6.2.2 New Custom Doors and Door Frames Where Custom doors, door and interior window frames are noted or specified on the Architectural Working Drawings, the Contractor shall submit a custom door, door and window frame schedule, shop drawings, door and interior window frame profile samples and finish samples to the Architect for review and approval by the Project Party contracting with the Contractor for the Project work PRIOR TO ORDERING. 6.3 New Doors 6.3.1 New Non -rated Interior Doors Reference: Partition Plan, Door and Door Frame Schedule. Unless noted otherwise, doors shall be 1-3/4" thick size, solid core, flush wood veneer faced construction free from any scratches, irregularities or warping, and shall conform to AWI Custom Grade standards as required and appropriate for the specified Project hardware as reviewed by the Architect and approved by the Project Party contracting with the Contractor for the Project work. Except as otherwise noted or specified, new non -rated interior doors shall match the Building Owner's specified "Building Standard" door or existing "Suite Standard" doors to remain in existing Project spaces being remodeled. 6.3.2 New Fire -rated Interior Doors Reference: Partition Plan, Door and Door Frame Schedule. All specified fire rated door and door frame assemblies shall bear the required UL rating label attached to door and door frame. Any modification to UL labeled fire -rated doors and frames shall be accomplished by an certified UL shop. Except as otherwise noted or specified, new rated interior doors shall match the finished appearance of Building Owner's specified "Building Standard" door or, if noted, existing "Suite Standard" doors to remain in existing Project spaces being remodeled. 6.4 New Door and Interior Window Frames RE: Partition Plan, Door and Door Frame Schedule. 6.4.1 General Except as noted otherwise, door frames shall match the Building Owner's specified Building Standard size, construction, material and finish for door and interior window frames or, if noted, the existing "Suite Standard" door and interior window frames to remain in existing Project spaces being remodeled. Door frames shall be as required and appropriate for the specified Project hardware. 6.4.2 Door and Window Frames on Expansive Soil Conditions Door and interior window frames for slab on grade construction over expansive soils shall be painted rigid hollow metal as reviewed by the Architect and approved by the Project Party contracting with the Contractor for the Project work. RE: Paragraph 5.10, On -grade Projects with Expansive Soils. / s Abbott Asso Crra`\e cdaa 0 c 6.0 DOORS, DOOR and WINDOW FRAMES (continued) 6.5 Existing Doors, Door and Interior Window Frames 6.5.1 Reuse of Existing Doors, Door and Interior Window Frames Prior to bid submittal the Contractor shall determine if any existing doors, door and window frames scheduled for reuse are damaged beyond reasonable and cost effective repair and provide for such existing doors, door and window frames to be replaced with new as approved by the Project Party contracting with the Contractor for the Project work. 6.5.2 Touch-up and Refinishing Existing Doors, Door and Interior Window Frames Any existing or relocated doors, door or window frames to be used for the Project shall be refurbished as may be required to provide a"like new" appearance as approved by the Project Party contracting with the Contractor for the Project work. 6.5.3 Existing Metal Doors and Frames Metal doors and frames noted or scheduled to be painted shall be thoroughly prepared to eliminate any rough or irregular surfaces and provide a smooth, even surface suitable for the application of the specified paint. Paint shall be a spray application or electrostatically applied as approved by Building Owner. Brush or roller application to metallic surfaces shall be rejected. 6.6 Door and Door Frame Installation Except as otherwise noted, the Contractor shall set all new and relocated doors and frames accurately in position, plumbed, aligned, secured and anchored permanently in opening and install per manufacturer's recommendations. The Contractor shall verify and correct existing doors and door frames as required to assure existing doors and door frames scheduled to remain are plumbed, aligned, secured and anchored permanently and installed per manufacturer's recommendations. Except as otherwise noted or approved by the Architect and/or the Project Party contracting with the Contractor for the Project work, door frames located adjacent to a partition or wall shall be installed 4" clear from the outside edge of the door frame to the adjacent partition or wall. All new doors shall be installed to ensure compliance with the current minimum ANSI (American National Standard, Accessible and Useable Buildings and Facilities) Maneuvering Clearances for Manual Swinging Doors: Approach Direction Door Side Clear Dimension (from latch side edge of door) From the front Pull Side 18 inches From the front Push Side 12 inches 7.0 ARCHITECTURAL DOOR HARDWARE RE: Project Partition Plan, Hardware Schedule. 7.1 General 7.1.1 Building and Suite Standards Except as noted otherwise, architectural door hardware style and finish shall be "Building Standard" or "Suite Standard" as approved or selected by the Building Owner provided such hardware is both ANSI and governing Building Code compliant. RE: Paragraph 7.1.2, ANSI and Building Code Compliance. 7.1.2 ANSI and Code Compliance A) New Hardware: Except as noted otherwise and not otherwise required by governing Codes, all door hardware necessary for new Project doors shall comply with current ANSI (American national Standard, Accessible and Usable Buildings and Facilities) requirements with ANSI compliant lever style hardware sets. B) Existing Hardware: Existing door hardware not serving the general public, which is NOT noted for new Project doors may not be required to comply with ANSI requirements PROVIDED such existing hardware is specifically approved by the governing BuildingCode Official. All other existing non-compliant ANSI hardware shall 9 p be replaced as required with new ANSI compliant hardware to match the specified Project hardware. 7.2 New Architectural Door Hardware and Keying Submittal 7.2.1 New Architectural Door Hardware Submittal Except as directed otherwise by the Building Owner and/or the Project Party contracting with the Contractor for the Project work, the Contractor or the Contractor's Hardware Supplier shall submit to the Architect for review and approval by the Project Party contracting with the Contractor for the Project work, a complete hardware schedule in accordance with ASAHC "Architectural Hardware Scheduling Sequence and Format" with product cut sheets and hardware finish samples. This submittal schedule shall include a complete template list for each penetration of wood doors and metal frames. Any request for substitutions in the Project Hardware Schedule shall be accompanied by catalog cuts of items and itemized comparative costs. 7.2.2 Lockset Keying Submittal The Contractor or the Contractor's Hardware Supplier shall coordinate with the Building Owner and/or the Project Party contracting with the Contractor for the Project work on any specific requirements affecting the keying of Project lock set hardware sets. The Contractor or the Contractor's Hardware Supplier shall submit a complete keying schedule for all Project lock set hardware sets, for approval by the Building Owner and/or the Project Party contracting with the Contractor for the Project work. Unless noted or authorized otherwise, the Contractor shall provide for all locks to be keyed to a "Building Master", with a minimum of two (2) master and one (1) grand master and a keying schedule being provided to the Building Owner and/or the Project Party contracting with the Contractor for the Project work. 7.3 New Architectural Door Hardware All doors to or from public areas shall be provided with ANSI compliant lever style hardware sets and delayed action door closers (where required). All doors with closers shall be self stopping with door hold -open function EXCEPT where such hold -open function is prohibited by the governing Building Code or noted otherwise. Finish of hardware, including associated screws and bolts, shall be Building Standard or Suite Standard as noted. Weather-stripping, sound stripping or smoke seals shall be full height of both jambs and full width of head. RE: Project Partition Plan, Hardware Schedule. The Contractor shall provide all miscellaneous hardware pieces, such as fasteners, silencers, seals, door stops etc. as required for the complete installation and function of specified doors. Prior to ordering the scheduled doors and door frames, the Contractor shall confirm that all hinges, etc. conform to the weight loads and specified sizes of the scheduled doors and door frames. For all fire -rated openings, the Contractor shall provide UL rated hardware in compliance with the current NFPA Standards including ANSI compliant delayed action door closers and smoke seals. Locking hardware for fire -rated doors shall allow for egress without keying or special knowledge for exit operation from the egress side of the door. 7.0 ARCHITECTURAL DOOR HARDWARE (continued) 7.4 Existing Architectural Door Hardware All existing or reused hardware shall be protected from damage during Project work and refurbished as may be required to provide "like new" function and appearance as approved by the Project Party contracting with the Contractor for the Project work. 7.5 Architectural Door Hardware Installation 7.5.1 General Installation of hardware shall be in strict compliance with the hardware manufacturer's recommendations. Unless noted otherwise, all lever handsets shall be installed to match the "Building Standard" or "Suite Standard mounting heights, but always within ANSI compliant range (34" min. -46" max). If no standard height is established, leversets shall be mounted at 42" AFF to the centerline. Prior to final Project acceptance, the Contractor or the Hardware Supplier shall inspect and adjust all door closers, locks and/or all items requiring close adjustment and/or regulation, and provide all keying in compliance with the approved hardware keying submittal. 7.5.2 Door Stops Except as otherwise noted or provided for, The Contractor shall provide door stops for all doors. Contractor shall provide and install non-combustible, solid wood or metal blocking below the finished surface in the partition behind all wall mounted door stops or attach the door stop firmly to existing studs. Floor mounted door stops shall be located out of the path of travel, securely anchored to the floor structure and positioned at 90 degrees to the position of the door in the full open position. 7.5.3 Weather-stripping, Sound -stripping and Smoke Seals Weather-stripping, sound stripping or smoke seals shall be installed in compliance with the manufacturer's recommendations the full height of both jambs and full width of head with approved thresholds or sills as may be required for the specified door location. 8.0 INTERIOR GLASS & GLAZING 8.1 General RE: Section 6.0. Doors, Door and Interior Window Frames, Project Partition Plan and Keyed Notes, Door and Door Frame Schedule (for any integral glass sidelights). 8.1.1 Minimum Non -Rated Glass Thickness The glass thickness for all non -rated interior glass installed for the Project shall comply with the following guidelines as a minimum standard: 1/4" thick glass Maximum glass span of 60" (5'-0"). 3/8" thick glass Maximum glass span of 90" (7'-6"). 1/2" thick glass Maximum glass span of 108" (9'-0"). 5/8" thick glass Maximum glass span of 120" (10'-0"). 8.1.2 Fire -rated Glass: Thickness / maximum size panes Except as otherwise approved by the Architect and governing Building Code Officials, all fire -rated glass shall be as manufactured by Nippon Electric Glass Co. Ltd. and distributed by Tech Glass Products (www.fireglass.com). 20 -minute fire -rated glass: Fireglass 20, premium grade 1/4" thick, 48"x96" maximum size. 45 to 90 minute fire -rated: FireLite, premium grade 3/16" thick, 48"x96" maximum size. Fire -rating and the maximum size of fire -rated openings shall not exceed the governing Code allowable openings in rated partition construction. For other than glass sidelights installed in 20 -minute UL fire -rated and labeled integral door and frame assemblies, glass openings in one-hour fire rated partitions shall be 45 -minute U.L. tested and labeled assembly in accordance with ASTM El 19. 8.1.3 Safety Glass For other than fire -rated openings, tempered or approved Code compliant laminated safety glass shall be installed for all new or existing glass: Within 24" of a door or adjoining a passageway less than 60" a.f.f., Glass panes that arereater than nines square feet and/or extending lower than 18" above the 9 q 9 floor. Laminated safety glass shall consist of two (2) layers of glass, specified in ASTM C1036 or C1038. Laminate material shall comply with CPSC 16 CFR 1201, Category I or II, Safety Glazing Standard and/or ANSI Z91.1. 8.1.4 Clear Non -rated Float Glass Except as otherwise noted on drawings, required by the governing Building Codes or recommended by glass manufacturer for application indicated, non -rated interior glass shall be Type 1, Class 1, Quality q3 clear float glass. 8.2 Glass Identification Each pane of glass shall bear the manufacturer's permanent identification mark designating the type of the glass or glazing material. For other than tempered glass, permanent identification by the manufacturer will not be required, provided the governing Building Code Official approves evidence in writing confirming compliance with the governing Building Code. Tempered Glass shall be permanently identified by the glass manufacturer's acid etched, sand blasted or otherwise permanently marked in a manner that cannot be removed without destroying the glass. 8.3 Installation 8.3.1 General All glass and glazing shall comply with current standards specified in the Flat Glass Marketing Association "Glazing Manual" and "Sealant Manual". Interior glass and glazing frames and/or glazing channels shall to be as noted. RE: Partition Plan Keyed notes and Project dimensions. Contractor shall field measure all openings prior to fabrication and supply glass in sizes required for glazing openings provided, with edge clearances and tolerances as recommended by glass manufacturer, except as may be noted otherwise. Width of exposed butt or edge joints shall not exceed 1/8". Except as otherwise noted, exposed glass edges at jambs and joints shall be flat ground and sealed. 8.3.2 Sealant Sealant shall conform to ASTM C-920, Grade NS, Class Standards for NT, G, and A uses, and shall have a low modulus with additional capability to withstand an increase or decrease in joint width of 50 percent. Exposed sealant shall be clear, razor trimmed and free of bubbles and other irregularities. Setting blocks, spacers and sealant shall be compatible with surfaces contacted. 8.0 INTERIOR GLASS & GLAZING (continued) 8.3 Installation (continued) 8.3.3 Glass Installation and Cleaning Any scratching of glass will result in rejection of work. All components shall be of size, shape, and hardness recommended by manufacturer for application indicated. The Contractor shall be responsible for thoroughly cleaning all new and existing glass and ensuring that all new and existing glass is free from any scratches, except as may otherwise be approved by the Project Party contracting with the Contractor for Project work. Clean glazing channels and other framing members to receive glass immediately before glazing. Protect glass from contact with contaminating substances resulting from construction operations, remove any such substances by method approved by glass manufacturer. 9.0 MILLWORK 9.1 General Except as noted otherwise, all Millwork shall be AWI "Custom Grade", manufactured or fabricated in full compliance with the most current edition of Architectural Woodwork Institute (AWI), "Quality Standards." RE: Partition Plan Keyed Notes. 9.2 Contractor Millwork Submittals The Contractor shall prepare and submit shop drawings, finish material samples and hardware product cut sheets or samples, profile samples of millwork wall base and trim (if applicable to the Project) when required for the Project Schedule with sufficient time for the Architect to review and for approval of the Millwork Submittals by the Project Party contracting with the Contractor for the Project work. Any fabrication done or millwork purchases prior to approval of Millwork Submittal shall be at the Contractor's risk. Shop Drawings shall show the following: Location of each item with field verified dimensioned plans and elevations, Large scale sections and details showing location of internal and field joints, Attachment devices and plastic laminate or veneer joints, Typical detail treatments and Components and/or hardware (with specifications and product information). 9.3 Millwork Fabrication 9.3.1 Fabrication Millwork fabrication shall be in strict compliance with the approved Millwork Submittal including approved shop drawing dimensions and the layout/placement of finished veneer joints and grain direction. Failure of the millwork to comply with approved Millwork Submittal and Shop Drawings may result in the rejection of the work. 9.3.2 Construction and Finish Materials Except as otherwise noted in these Architectural Working Drawings, casework shall be overlay construction with wood, plastic laminate and Melamine veneer casework being applied over a MDF (medium density fiberboard) substrate. Where recommended by AWI Custom Grade standards wood veneer paneling, wood veneer and plastic laminate veneer casework shall be laminated on both sides, including both sides of cabinet and drawer fronts, as required to control contraction and expansion. Except as otherwise noted in these Architectural Working Drawings, wood veneer exposed edges shall be finished with a matching solid wood trim and banding. Except as otherwise noted, the interiors for plastic laminate finished casework interiors shall be white Melamine and the interiors for wood veneer finished casework shall be black Melamine. Unless noted otherwise, all fasteners shall be countersunk, filled andfinished as required to blend with the finished surface to be invisible. 9.3.3 Heavy-duty Adjustable Shelves 3/4" thick particleboard painted, plastic laminate and Melamine adjustable shelving may span up to 32", spans 32" to 42" shall bel" thick and spans 42" to 48" shall be 1-1/4" thick. 9.3.4 Millwork Hardware Except as may be otherwise noted in these Architectural Working Drawings, all millwork hardware shall be heavy-duty with concealed, ten -degree self-closing hinges with and ANSI compliant cabinet door and drawer pulls. Cabinet drawers shall be provided with heavy-duty, full extension drawer as required for the size and function of the drawer (file drawer or utility / utensil drawer). Hardware finishes shall match the Building Standard or Suite Standard architectural hardware finish OR as otherwise approved in the Millwork Submittal. For pricing purposes, unless otherwise approved, specified or required, the following Millwork Hardware shall apply: Hinges: Stanley, Knape and Vogt or Mepla DS-Klip System, 120 degree opening / 10 degree self closing. Door and Drawer Pulls: Stanley, 3" wire pulls #4483 Drawer Glides: File Drawers: Accuride model 4043. Box Drawers: Accuride model 3005. Pencil or utensil Drawers: Accuride model 2006. Grommets: Doug Mockett, Model XG, 3" hole size, color black. Adjustable Heavy -Duty Standards and Brackets: Knape & Vogt #87-186-187, anochrome finish Standards shall not be spaced more than 32" o.c.. 9.4 Millwork Installation 9.4.1 Field and Equipment / Fixture Verification The Contractor shall be responsible for field verifying and reviewing these Project Architectural Working Drawings for all proposed and existing conditions and dimensions applicable to millwork fabrication, installation, and installation clearances within the Project and delivery to the Project and shall advise the Architect of any discrepancies, conflicts or design omissions for the Architect's direction PRIOR TO INITIATING WORK. The Contractor shall be responsible for verifying and confirming all appliances and vending equipment, office equipment, office fixtures, millwork accessories and plumbing fixtures to be installed or provided by others on the Project. (CONTINUED) W Z O LL] IY W W W W O CD O LO NT O T-- N T -- (D O O O 6 =; O O W -0 M M M O O N O CO UU N N U O CD O U) O LO to C: co O E N O Q H E (D L I-- M U D Q U� � U co O U C: O J W D O 2UJ 00 r Q UJ N O N C N Q Z) Z Q M O W W03:0 CU_LL W 0U~!wn G JLL�0 WO Z z0 w �O ce) W CU V Q ~ LJJ 9.0 MILLWORK (continued) 9.4 Millwork Installation (continued) 9.4.2 Blocking The Contractor shall provide fire retardant wood blocking in the partition behind all wall mounted millwork, shelving standards, cabinets, wall stops, wall mounted equipment, etc., or securely attach the millwork to existing studs as required to provide for a secure installation. 9.4.3 Millwork Protection and Clean-up The Contractor shall be responsible for protecting new and existing millwork to remain on the Project from damage prior to the acceptance of the completed Project. The Contractor shall be responsible for repairing any damaged millwork and for cleaning and finishing all Project millwork to provide a "like new" condition free of any irregularities, blemishes and soiling as approved by the Project Party contracting with the Contractor for the Project work. 10.0 ARCHITECTURAL OUTLET LOCATION PLAN Reference: 1.7, Project Engineering Working Drawings. 10.1 General 10.1.1 Workmanship All electrical materials and workmanship shall be in full compliance with governing Codes and regulations. Except as noted otherwise, mounting heights for new outlets shall be in compliance with current ANSI standards as a minimum. 10.1.2 Approvals Except as noted otherwise, all electrical, telephone and data outlet locations, mounting heights, and cover plate material(s), color(s) and finish(es) shall be as approved by the Project Party contracting with the Contractor for the Project work. 10.1.3 Installation of Engineered "Architectural Devices" The Contractor shall be responsible for coordinating with the Architect on the location and placement of fire alarm strobe lighting devices and thermostats PRIOR to installation of such devices. Failure by the Contractor to coordinate and confirm the location of such devices with the Architect may result in the relocation of such devices at the Contractor's expense. 10.2 Architectural Outlet Plan The Outlet Location Plan is intended ONLY to show the type of outlet, the general placement of new and existing outlets and devices and the outlet mounting height if other than standard mounting height of electrical, voice / data outlets, card key readers and other such outlets and devises. Reference the Project Electrical Engineering Working Drawings for all other requirements. The Contractor shall be responsible for advising the Architect of any discrepancies between the Project Electrical Working Drawings and the Architectural Outlet Plan and these Architectural Working Drawings. RE: Architectural Outlet Location Plan and Project Electrical Engineering Working Drawings. 10.3 Field Verification Location, mounting height and type of outlet of existing outlets may vary from those shown in the Architectural Outlet Plan. PRIOR to submitting a Project Bid, the Contractor shall be responsible for field verifying the existing outlet locations and types and for advising the Architect of any discrepancies between the Architectural Outlet Plan and findings in the field. RE: Section 1.3, Existing Architectural Conditions. 10.4 Equipment/ S stems Furniture Verification Y The Contractor shall be responsible for confirming electrical power, voice and data outlets requirements for all appliances, office equipment and other special equipment being provided and installed on the Project. Contractor shall coordinate with the Project furniture installer(s), cabling vendors, and security vendors to determine the location of and requirements for outlets and junction boxes prior to rough in installation of boxes and conduit. Unless noted or determined otherwise, service to furniture systems being provided and installed by others are assumed as requiring four circuit, eight wire service for a maximum of six (6) workstations. The Contractor shall advise the Architect of any such additional or revised requirements for direction and/or approval PRIOR to accomplishing the work in question. 10.5 Furniture Systems Electrical, Telephone and Data Installation Unless noted on these Architectural Working Drawings or approved otherwise by the Project Party contracting with the Contractor for the Project work, the Contractor shall connect and wire all electrical service to the furniture systems with electrical whips as provided by the furniture systems vendor/installer as required by the governing Code jurisdiction. 10.6 Outlet and Electrical Device Installation 10.6.1 General Unless noted otherwise, all dimensions shown are from the finish face of surfaces to the centerlines of outlets or groups of outlets. Outlets are NOT to be mounted back to back. Separate adjacent outlets shall have not more than three (3) inches clear between cover plates, unless noted otherwise. Unless noted otherwise as a critical dimension, plan location(s) for wall mounted electrical, telephone and data outlets may vary up to six (6) inches to avoid conflicts with stud locations. Reference the Outlet Location Plan Keyed Notes for all outlets requiring the determination of outlet locations and/or mounting heights by others. 10.6.2 Standard Outlet Mounting Heights New outlets located directly adjacent to existing boxes are to be mounted at a height and orientation which matches the outlets to remain. Outlets NOT located adjacent to existing boxes are to be mounted vertically, with centerlines at eighteen (18") inches above finished floor, unless noted otherwise by the Architect. Wall mounted telephone outlet boxes, card key readers, electric cypher lock key pads, thermostats and fire alarm boxes shall be mounted vertically and centered at forty-four (44") for forward reach positions or forty-six (46") for side reach positions above finished floor, unless noted otherwise by the Architect. 10.6.3 Floor Mounted Outlets Unless noted otherwise, electrical, telephone and data floor receptacles shall be flush type as specified by the Project Electrical Engineer. For other than slab on grade construction, such receptacles shall be UL fire -rated as required to match the required to maintain the floor slab fire separation. 10.6.4 Floor Penetrations For Other than Slab -on -Grade Construction A) All floor penetrations shall be coordinated with the Structural Engineers (if available and practicable) and X-rayed to ensure safe and practical structural and sub -floor obstacle clearance. B) All floor penetrations shall be fire sealed, whether new or existing, as required to provide the Code required floor fire separation with a UL listing sealant appropriate for the type and rating of the floor. Floor penetrations 1-1/2" or greater may be sealed with non -shrink grout flush with the adjacent floor slab. 11.0 ARCHITECTURAL REFLECTED CEILING PLAN Reference: Section 1.7, Project Engineering Construction Documents. 11.1 Architectural Reflected Ceiling Plan 11.1.1 General The Reflected Ceiling Plan is intended to show the extent of new and existing ceiling materials (i.e., grid and tile, painted gypsum board, etc.), and the location of existing and new light fixtures and lighting fixture specification schedule and/or general notes only. Except as may otherwise be noted, all suspended acoustical tile ceilings and light fixtures shall be Building or Suite Standard. Reference: Architectural Reflected Ceiling Plan Legend and Key Notes. All Architectural products and installation shall be in conformance with governing Codes and regulations, as a minimum standard, and product manufacturer's recommendations. All mechanical and electrical materials and workmanship shall be in strict compliance with governing Codes andregulations, as a minimum standard. For all other requirements, reference Project Mechanical and Electrical Engineering Working Drawings and approved Fire Protection Shop Drawings, including the location of all other engineered system ceiling devices. 11.1.2 HVAC Installation The Contractor shall be responsible for the coordination and installation of the HVAC engineered plans and these Architectural Working Drawings to ensure that above ceiling clearances required for the ceiling design and specified lighting layout DO NOT conflict. 11.1.3 Fire Protection and Life Safety The Contractor shall be responsible for coordinating with the Building Owner to determine and use which, if any, sub -contractors and/orvendors are approved for the design and work on the Building life -safe detection alarm and fire 9 9 tY , suppression systems. Fire protection sprinkler plans, where required, shall be provided by the Contractor and prepared by a qualified engineer for the Building Owner's approval and/or the Project Party contracting with the Contractor for the Project work. 11.2 Field Verification Grid layout and existing lighting and switching locations and quantities may vary from that shown. PRIOR to bid submittal, Contractor shall field verify the existing ceiling conditions, above ceiling clearances for light fixtures and other devices, suspended acoustical ceiling grid layout, ceiling lighting locations and switches The Contractor shall be responsible for advising the Architect of any discrepancies or conflicts between these Architectural Working Drawings and the Contractor's field verification findings. RE: Section 1.3, Existing Architectural Conditions. The contractor shall field verify the existing above ceiling clearances (such as structural elements, HVAC ducts and equipment, fire protection sprinkler lines or electrical, voice and data conduits) with the planned light fixture layout and specifications. The Contractor shall be responsible for advising the Architect of any CONFLICTED light locations or conditions in a timely manner. 11.3 Contractor Submittal No substitutions to the specified or otherwise approved Project Submittals shall p pp J be permitted without written recommendation b the Architect and approval b p Y pp Y the Project Party contracting with the Contractor for the Project work. 11.3.1 New Light Fixture, Lamping Lighting Lam in and Li htin Control Submittal g The Contractor shall submit a Light Fixture Schedule and Lighting Control Schedule with manufacturer'sroduct information for all new non -Building 9 or non -Suite Standard light fixtures and lighting control devices, finish samples and product information to the Architect for review and approval by the Project Party contracting with the Contractor for the Project work. The Contractor's Light Fixture Submittal shall include lamping for each light type of lighting fixture. Except as otherwise noted or approved by the Project Party contracting with the Contractor for the Project work, new fluorescent lighting shall match the specified or existing Building Standard wattage and lamp color temperature. 11.3.2 Lamping Submittal for Existing Light Fixtures Lamping or relamping of existing Project fluorescent light fixtures shall be as approved by the Building Owner and the Project Party contracting with the Contractor for the Project work, if other than the Building Owner. 11.3.3 Suspended Ceiling Submittal The Contractor shall submit product information for all new non -Building or non - Suite Standard suspended ceiling treatments with manufacturer's product information, finish and product samples to the Architect for review and approval by the Project Party contracting with the Contractor for the Project work. 11.3.4 Ceiling mounted Mechanical, Electrical and Life Safety Devices Unless otherwise directed, copies of the Mechanical and Electrical Engineering Submittals for any Non -Building Standard, visible life safety devices and HVAC ceiling mounted diffusers, registers or other mechanical devices shall be approval by the Project Party contracting with the Contractor for the Project work. 11.3.5 Fire Protection System Submittal For Projects with new or existing Fire Protection Systems, the Contractor shall coordinate with the Building Owner to determine and use, a sub -contractor or vendor which is approved for work in the Building. The Contractor shall submit a copy of the Project fire protection sprinkler layout for approval approved by the Building Owner and the Project Party contracting with the Contractor for the Project work, if other than the Building Owner. 11.4 Installation and Scope of Work 11.4.1 Suspended Ceiling Grid and Tile New ceiling grid and tile shall be installed level and plumb per manufacturer's recommendations. Unless noted otherwise, New ceiling suspended acoustical tile ceiling grid shall match and align with existing ceiling grid noted or shown to remain. Replace or repair any existing ceiling grid or tile that is damaged, discolored, scuffed, soiled or otherwise does not match and blend with new construction in contiguous areas. Group existing tiles of uniform pattern, color, texture and finish in adjacent areas as approved by the Project Party contracting with the Contractor for the Project work. No tile shall be painted or refinished in a manner, which affects original manufacturer's performance specifications unless noted or approved the Project Party contracting with the Contractor for the Project work. NO new or existing screw holes or similar irregularities will be accepted in existing grid to remain, unless approved by the Building Owner. � �N�y..;,,,, V CAA cI//,5OXON C 11.0 ARCHITECTURAL REFLECTED CEILING PLAN (continued) 11.4 Installation and Scope of Work (continued) 11.4.2 Above Ceiling Work Any materials provided above the ceiling grid must be non-combustible, and NO loose or unfaced insulation shall be installed in the return air plenum. Reference: Section 4.0 Architectural Demolition. All above ceiling acoustical insulation shall be face and edge wrapped and plenum rated. All cabling and other such wiring and wire management systems shall be suspended from the structure above. NO wiring will be permitted to lay directly on the suspended ceiling systems. 11.4.3 Lighting All light fixtures shall be supported directly from structure separate from the suspended ceiling system. Unless noted otherwise, center all down -light and wall wash fixtures in the acoustical tile panel shown on the Reflected Ceiling Plan. Install all recessed light fixtures such that the throat of the light fixture is flush with the face of the finished ceiling in a manner that prevents any light leak. 11.4.4 Lighting and Mechanical Controls Except as otherwise noted, all electrical switch and mechanical thermostat mounting heights and cover plate material(s), color(s) and finish(es) shall be Building or Suite Standard. Plan locations(s) for electrical switches may vary up to six (6) inches to avoid conflicts with stud locations. Unless noted otherwise, mount light switches to match Suite Standard mounting height for remodel projects, Building Standard where applicable for new projects located in leased space and centered at 48" a.f.f. for all other projects unless otherwise noted. Provide and install a single cover plate over ganged switches for similar voltages. Group mechanical thermostats and fan switches with electrical switches whereverp ossible. 12.0 INTERIOR FINISHES 12.1 General RE: Project Finish and Partition Plans. All interior finishes shall be in compliance with governing codes (particularly the Chapter Eight "Table of Interior Wall and Ceiling Finish Requirements by Occupancy", and regulations and installed (including all required surface preparation) in strict accordance with manufacturer's recommendations, as a minimum standard, and the latest edition of Industry Standards for Installation. 12.2 Wall Base RE: Project Interior Finishes Schedule, General and Keyed Plan Notes. 12.2.1 General Except as noted otherwise, all wall base shall be Building Standard or to match Suite Standard style and height for remodel projects. 12.2.2 Contractor Wall Base Submittal Contractor shall submit sample(s) of the specified wall base for review by the Architect and approval by the Project Party contracting with the Contractor for Project work, PRIOR to ordering. 12.2.3 Resilient Base Install resilient base on solid backing. Bond tight to wall and floor surfaces. Fit joints tight and vertical. Maintain minimum of 18" (inches) between joints. Miter internal corners. Scribe and fit base to door frames and other interruptions. Remove excess adhesive from finished surfaces without damage. Except as noted otherwise, provide and install straight base at all carpeted areas and coved base at hard surface areas. 12.2.4 Wood Base: RE: Section 9.0, Millwork. 12.2.5 Carpet Base Install carpet base on solid backing. Bond tight to wall and floor surfaces. Fit seams tight and vertical to provide an uninterrupted, uniform appearance. Maintain minimum of 60" (inches) between seams. Provide bound edges or provide and install top trim piece as may be specified on plans. RE: Section 12.3, Carpet 12.2.6 Ceramic Tile or Natural Stone Base RE: Section 12.5, Ceramic Tile or Natural Stone 12.3 Carpet RE: Project Finish and Partition Plans 12.3.1 General Carpet installation workmanship shall comply with the manufacturer's guidelines and the most recent edition of the American Carpet Institute. Work shall be accomplished by qualified mechanics, trained and certified for installation by the specified carpet manufacturer. Sub -surfaces shall be prepared by the Contractor as required and in conformance with the specified carpet manufacturer's recommendations. 12.3.2 Contractor Carpet Installation Submittal The Contractor or his Carpet Installer shall prepare and submit a carpet seaming diagram and material samples to the Architect for review and approval by the Project Party contracting with the Contractor for Project work, PRIOR to ordering. Failure to submit a seaming diagram and failure to follow the approved seaming diagram may result in rejection of work. 12.3.3 Glue down Carpet Installation Carpet installation shall be glue down application, unless noted otherwise. For satisfactory performance, substrate surfaces must be smooth and flat, with a maximum variation of 1/2" (inch) in 10' (feet). Contractor shall remove sub floor ridges and bumps, then fill low spots, cracks, joints, holes and other defects with sub floor filler to achieve required smoothness. Lay out rolls of carpet to ensure minimal variation between dye lots before cutting. Double carpet to allow intended seam and pattern match. Make cuts straight, true and unfrayed. Lay carpet on floors with run of pile in same direction as anticipated traffic. Do not change run of pile in any room where carpet is continuous through a wall opening into another room. Unless noted otherwise, locate change of color or pattern between rooms under door centerline. Locate carpet seams in area of least traffic. At door openings, center on door. Fit seams straight, not crowded or peaked, and free of gaps. Cut and fit carpet around interruptions. Fit carpet tight to intersection with vertical surfaces WITHOUT GAPS. Remove excess adhesive from floor, base and wall surfaces without damage. Clean and vacuum carpet surfaces, and prohibit traffic from carpet areas for 24 hours after installation. Provide and install ANSI compliant resilient or metal transition strips as noted between carpeted and hard surface floor treatments. 12.0 INTERIOR FINISHES (continued) 12.4 Carpet and Vinyl Tile Flooring RE: Project Finish and Partition Plans 12.4.1 General Vinyl tile subsurface preparation, installation materials and workmanship shall comply with the manufacturer's guidelines and recommendations. Work shall be accomplished by qualified mechanics, trained and certified for installation for the specified carpet or vinyl tile. 12.4.2 Contractor Vinyl Tile Installation Submittal The Contractor or his Flooring Installer shall prepare and submit an installation diagram and material samples for approval by the Project Party contracting with the Contractor for Project work PRIOR to ordering, for other than single color carpet or vinyl tile installations. Failure to submit an installation diagram and failure to follow the approved installation diagram may result in rejection of work. 12.5 Carpet and Vinyl Tile Installation RE: Project Finish and Partition Plans. Subsurface floors must be smooth, sound, firm and free from springiness. Tile will follow contour of the sub floor consequently,all irregularities must be removed. Concrete sub -floor shall be smooth, cleaned and free of all floor coverings, other surface treatments or any irregularities. Any paint or foreign materials shall be removed from floors in direct contact with the ground. The sub -floor shall be subject to the approval of the flooring contractor before application starts. Unless otherwise noted, lay tile flooring from center marks established with principal walls and perpendicular to the principal walls as shown on the floor plan adjusted as required to avoid use of cut units less than 1/2 - the wide at perimeters. Match tiles for color and pattern by using in manufactured and packaged sequence. Except as otherwise noted, install tile in a quarter turn pattern. Extend the work into recesses and under equipment and fixtures to form a complete covering without interruptions, except as otherwise shown. Terminate work neatly at edges and corners of obstructions without disruption of pattern or joint alignment. 12.6 Resilient Vinyl and Linoleum Sheet Flooring RE: Project Finish and Partition Plans. 12.6.1 General Vinyl and Linoleum Sheet Flooring subsurface preparation, installation materials, workmanship and environmental conditions shall comply with the manufacturer's guidelines recommendations. Work shall be accomplished by qualified mechanics, trained and certified for installation for the specified resilient vinyl or linoleum sheet flooring. 12.6.2 Contractor Vinyl and Linoleum Sheet Flooring Submittal The Contractor or his Flooring Installer shall prepare and submit a seaming installation diagram and material samples, including coved base detail and profile as may be required, product components and accessories, for approval by the Project Party contracting with the Contractor for Project work, PRIOR to ordering. Failure to submit an installation diagram and/or failure to follow the approved installation diagram may result in rejection of work. 12.6.3 Installation Subsurface floors must be smooth, sound, firm and free from springiness. Vinyl Sheet Flooring will follow contour of the sub -floor consequently, all irregularities must be removed. Concrete sub floors shall be smooth, cleaned and free of all floor coverings, other surface treatments or any irregularities. Any paint or foreign materials shall be removed from floors in direct contact with the ground. The sub floor shall be subject to the approval of the flooring contractor before application starts. Over cut vinyl or linoleum sheet from rolls as recommended by manufacturer for the specified application, layout and position sheet so that any seams fall at least 6" from underlayment joints or saw cuts in the concrete substrate, apply adhesive after proper set up time and roll with sheet flooring as required by the manufacturer. Except as otherwise noted for integral coved base; scribe, cut, and fit to vertical surfaces. Scribe, cut, and fit sheet vinyl and linoleum flooring to all permanent vertical surfaces, permanent or built-in fixtures, including pipes, outlets, edgings, thresholds, nosings and transitions strips. Extend flooring into toe space, door reveals, closets and similar openings. Do not install sheet flooring over expansion joints, use manufacturer's recommended expansion joint covers. Integral coved vinyl or linoleum base shall be install in strict compliance with the manufactures recommendations utilizing the manufacture's recommended trim and accessories. 12.7 Ceramic, Porcelain and Natural Stone Wall, Floor and Millwork Finishes RE: Project Finish and Partition Plans. 12.7.1 General Prepare sub -floor, wall and millwork surfaces as required in accordance with the product manufacturer's recommendations and industry standards. Work shall be accomplished by qualified mechanics, trained and certified for installation for the specified ceramic or natural stone product. Furnish materials obtained from one source for each type and color of ceramic tile to minimize variations in appearance and quality. Contractor to provide and install crack isolation membrane below all tile work as required. For slab -on -grade floors on expansive soils, tile and natural stone floor finishes shall be installed independent of the floor slab with isolation joints over all concrete floor slab control and expansion joints, strictly as recommended by the product manufacturer. 12.7.2 Contractor Ceramic, Porcelain and Natural Stone Installation Submittal The Contractor or his Flooring Installer shall prepare and submit an installation diagram and material samples to the Architect for review and approval by the Project Party contracting with the Contractor for Project work. Failure to submit an installation diagram and failure to follow the approved installation diagram may result in rejection of work. 12.7.3 Installation Installation shall conform to the standards detailed in the current edition of the Tile Council of America, Handbook for Ceramic Tile Installation. Except as noted otherwise, floor and wall tile installation shall be thin set. All wall tile shall be installed on water-resistant gypsum board or cementitious board per the product manufacturer's recommendations for the Project application. Installer shall examine substrate and conditions under which the tile is to be installed, and notify Architect of any potential problems affecting the installation. No work shall proceed until all unsatisfactory conditions have been corrected. Provide and install all accessory ceramic tile items as required by project circumstances (cove base, corners, bull nose trim,etc.) in same material, size and finish as primary tiles specified by Architect. 12.0 INTERIOR FINISHES (continued) 12.7 Ceramic, Porcelain and Natural Stone Wall, Floor and Millwork Finishes 12.7.3 Installation (continued) Unless otherwise shown, lay tile in grid pattern and cut end tiles as required to center installation on each direction of walls and floors. Provide uniform joint widths throughout as approved by the Project Party contracting with the Contractor for Project work . Align joints of adjacent tiles between floor, base, walls and trim as possible. Extend the work into recesses and under equipment and fixtures to form a complete covering without interruptions, except as otherwise shown. Terminate work neatly at edges and corners of obstructions without disruption of pattern or joint alignment. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Grind cut edges of tile abutting trim, built-in items, and other finishes for straight aligned joints. Fit tile closely to electrical outlets, piping or fixtures, so that plates, collars or covers overlap tile. Provide and install control or expansion joints as required over control or expansion joints in concrete floor slab. 12.7.4 Sealing Provide and apply an even coat of sealer (if required) over stone or ceramic tiles per manufacturer's directions. Contractor shall seal the grout on all natural stone and ceramic tile installations in strict accordance with the grout manufacturer's recommendations. Unglazed ceramic tile and natural stone shall be sealed as recommended by the product manufacturer. 12.8 Painting RE: Project Finish and Partition Plans. 12.8.1 General All painting shall be performed as recommended by the paint manufacturer, as a minimum standard. All painting work, including surface preparation shall be accomplished by qualified personnel, trained and experienced in the specified coatings and method of application. 12.8.2 Contractor Submittal PRIOR to ordering the specified products, the Contractor shall submit samples of the specified paint to the Architect for review and approval by the Project Party contracting with the Contractor for Project work. Samples of each specified drywall paint shall be provided in 8-1/2"" x 11" sample format. Paint samples for special applications shall be submitted in a format as directed by the Architect. Except as otherwise noted or directed, paint shall be applied to the sample in the proper sequence, using the same system as required under these General Notes. 12.8.3 Material Application The Contractor shall be responsible for field inspection of all surfaces to receive paint treatment and preparation of all surfaces to receive paint as required to ensure that such surfaces are acceptable for the finish application. Application for all painted surfaces of new partitions shall be not less than three (3) coat system using the complete paint system (sealer, primer, finish coat, etc.). Existing painted surfaces shall be properly cleaned and prepared, then painted with a two (2) coat system (primer, finish coat) to match and blend with new partitions. 12.8.4 Surface Preparation All roughness or other irregularities that may appear after priming shall be thoroughly sanded out or otherwise corrected to provide a smooth, even surface for painting and finishing. Finished application and wall appearance shall be free of surface and color irregularities. 12.8.5 Nonmetallic Surfaces Paint shall ONLY be roller applied to Nonmetallic surfaces, using short nap (3/8" or less), lint free roller covers, unless noted otherwise. Brush painted Nonmetallic surfaces shall be rejected. Drywall paint, unless noted otherwise, shall be acrylic latex, low sheen finish (other than flat) not readily susceptible to burnishing under normal office and commercial wear. All transitions between accent and base paint must be visibly straight and without irregularity. 12.8.6 Metallic Surfaces Paint shall ONLY be a spray application or electrostatically applied. Brush or roller application to metallic surfaces shall be rejected. 12.8.7 Concrete Surfaces Only such paint or concrete coats/sealers specifically manufactured for application to concrete surfaces shall be permitted. Concrete surfaces shall be thoroughly prepared and cleaned to assure a durable application without irregularities in the paint or covering application. Except as otherwise noted, approved concrete paint or sealers shall ONLY be roller applied as recommended by the coating manufacturer. 12.9 Wallcoverings RE: Project Finish and Partition Plans. 12.9.1 General All wallcoverings shall be installed in strict accordance with the material manufacturer's and industry standard guidelines and recommendations. All wallcovering work, including surface preparation shall be accomplished by qualified personnel, trained and experienced in the specified materials and method of application. 12.9.2 Contractor Submittal PRIOR to ordering any of the specified materials,the Contractor shall submit a sample of the specified wallcovering (s) to the Architect for review and approval by the Project Party contracting with the Contractor for Project work. The sample size shall be as required by the Architect for approval purposes. 12.9.3 Material Application The Contractor shall be responsible for field inspection of the surfaces to receive wallcoverings and preparation of all surfaces to receive wallcovering, as required to ensure that such surfaces are acceptable for the finish application. All roughness or other irregularities shall be thoroughly sanded out or otherwise corrected to provide a smooth, even surface for application of the specified wallcovering. Finished application shall be tightly and evenly bonded to the subsurface and wall appearance shall be free of any air bubbles or subsurface irregularities. Lay out rolls of wallcovering to ensure minimal variation between dye lots before cutting. Double cut wall covering to allow intended seam and pattern match. Make cuts straight, true and unfrayed. NO wallcovering seam or finish gaps or irregularities will be accepted. Unless otherwise noted, wallcovering shall NOT cover switch and outlet cover plates. Contractor shall remove such switch and outlet cover plates prior to the wallcovering application to ensure that there is no wall subsurface visible between the wallcovering and the cover plate. Remove all excess adhesive and clean as required and recommended by the product manufacturer. (End of Specifications and General Notes) U) Z O W 0" W W D W W O CD O LO `t O T-- N T-- O O O 006 =; O O (n -0 co M M N O O O 75 CO LU N = C: U o = CD O U) O LO (n C: co O E 5 O 0- = E U)N = I- = M U .D Q U � U C: co O U C: 0 J W D O 2UJ O� 00 T... Q UJ 0 m 0 0 M N M N 0 N N Q Z) Z Q hoI M O 0� W �0Q W v�J W 2 J O IZ W Z) z0 co WO �: O W 0 0 U W 0 § 0� � Q I'-- W hoI 24" 25 GAUGE DEEP LEG STEEL TOP TRACK: 2 1/2" DEFLECTION CHANNEL STRUCTURE 25 GAUGE STEEL TOP TRACK. bo 24" PLENUM RATED ACOUSTICAL BATT INSULATION FULLY ENCAPSULATED CONTRACTOR NOTE: AT SLAB -ON -GRADE CONDITIONS ONLY-- DO NOT ATTACH CEILING GRID TO PARTITION. GRID TO BE SUSPENDED FROM STRUCTURE ABOVE. EXISTING OR SPECIFIED CEILING FULL THICKNESS ACOUSTICAL BATT INSULATION 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES 25 GAUGE STEEL BOTTOM TRACK SPECIFIED WALL BASE SPECIFIED FLOOR FINISH Wall Detail -Building Standard Tenant Demising Partition U 1 1/2" = 1'-0" mb °n\ d 06. Stud Size, Gauge, Spacing, Max. Height Schedule Height Limitations for Non -Bearing Walls (L/240 allowable deflection, minimum 1/2" gypsum board on each side. See also P. 77 of USG gypsum handbook. 1 5/8" Studs @ 24" O.C. 1 5/8" Studs @ 16" O.C. Gauge Max. Hgt. Gauge Max. Hgt. 25 Ga. 7'-11" 25 Ga. 8'-4" 20 Ga. 8'-9" 20 Ga. 9'-8" 18 Ga. '-11" 2 1/2" Studs @ 24" O.C. 2 1/2" Studs @ 16" O.C. 2 1/2" STUDS, 20 GAUGE @ 24" OC (MAX HGT. 11'-7") OR Max. Hgt. Gauge Max. Hgt. 2 1/2" STUDS, 20 GAUGE @ 16" OC (MAX HGT. 12'-10") OR 10'-7" 25 Ga. 11'-3" 3 5/8" STUDS, 25 GAUGE @ 24" OC (MAX HGT. 13'-5") OR 11'-7" 20 Ga. 12'-10" 3 5/8" STUDS, 25 GAUGE @ 16" OC (MAX HGT. 14'-4") OR 11'-11" 17'-2" 6" STUDS, 25 GAUGE @ 24" OC (MAX HGT. 16'-9") FULL THICKNESS ACOUSTICAL BATT INSULATION 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES 25 GAUGE STEEL BOTTOM TRACK SPECIFIED WALL BASE SPECIFIED FLOOR FINISH Wall Detail -Building Standard Tenant Demising Partition U 1 1/2" = 1'-0" mb °n\ d 06. Stud Size, Gauge, Spacing, Max. Height Schedule Height Limitations for Non -Bearing Walls (L/240 allowable deflection, minimum 1/2" gypsum board on each side. See also P. 77 of USG gypsum handbook. 1 5/8" Studs @ 24" O.C. 1 5/8" Studs @ 16" O.C. Gauge Max. Hgt. Gauge Max. Hgt. 25 Ga. 7'-11" 25 Ga. 8'-4" 20 Ga. 8'-9" 20 Ga. 9'-8" 18 Ga. '-11" 2 1/2" Studs @ 24" O.C. 2 1/2" Studs @ 16" O.C. Gauge Max. Hgt. Gauge Max. Hgt. 25 Ga. 10'-7" 25 Ga. 11'-3" 20 Ga. 11'-7" 20 Ga. 12'-10" 18 Ga. 11'-11" 17'-2" 16 Ga. 12'-9" 18'-4" 14 Ga. 13'-6" 19'-6" 3 5/8" Studs @ 24" O.C. 3 5/8" Studs @ 16" O.C. Gauge Max. Hgt. Gauge Max. Hgt. 25 Ga. 13'-5" 25 Ga. 14'-4" 20 Ga. 14'-9" 20 Ga. 16'-5" 18 Ga. 15'-10" 17'-2" 16 Ga. 16'-11" 18'-4" 14 Ga. 18'-2" 19'-6" 4" Studs @ 24" O.C. 4" Studs @ 16" O.C. Gauge Max. Hgt. Gauge Max. Hgt. 25 Ga. 14'-2" 25 Ga. 15'-4" 20 Ga. 15'-9" 20 Ga. 18'-4" 18 Ga. 17'-2" W Z z0 W ce) U) W 16 Ga. 18'-4" 14 Ga. 19'-6" 6" Studs @ 24" O.C. 6" Studs @ 16" O.C. Gauge Max. Hgt. Gauge Max. Hgt. 25 Ga. 16'-9" 25 Ga. 19-9" 20 Ga. 21'-7" 20 Ga. 24'-6" 18 Ga. 24'-0" W Z z0 W ce) U) W 16 Ga. 26'-0" 14 Ga. 28'-0" NOTE: ALL studs to be of the same gauge on a job. Do NOT mix stud gauges. NOTE: General Contractor to verify thicknesses, and to match, unless otherwise noted. RATED PARTITIONS One hour Rated Partition 3 5/8"studs 2012 IBC Table 721.1(2), Item 13-1.2 2015 IBC Table 721.1(2), Item 13-1.2 2018 IBC Table 721.1(2), Item 13-1.2 0.055" (No. 16 carbon sheet steel gage) approved nailable metal studs 24" on center with full-length 5/8" Type X gypsum wallboard applied vertically and nailed 7" on center with 6d cement -coated common nails. Approved metal fastener grips used with nails at vertical butt joints along studs. (Total thickness 4 7/8") One Hour Rated Partition 3 5/8" studs: GA File No. WP 1072 One layer 5/8" Type "X" gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3 5/8" steel studs 24" oc with 1" Type S drywall screws 8" oc at vertical joints and 12" oc at floor and ceiling runners and intermediate studs. Joints staggered 24" each layer and each side. Sound tested with 3 1/2"glass fiber friction fit in stud space. (NLB) One Hour Rated Partition 2 1/2" studs: UL Design No. U-494 non -load bearing Floor and ceiling runners, 2 1/2" wide by 1" deep, 25 ga. galv. steel, attached to floor and ceiling with fasteners. Studs, channel shaped 2 1/2" wide by 1 1/4" deep with 5/16" folded back return. Fabricated from 25 ga. galv. steel. Spaced 16" or 24" oc. Length of studs to be 1" less than assembly height. Batts and Blankets, nominal 2 1/2" thick glass fiber batts supplied in 16" or 24" widths installed to fill interior of stud cavity and friction held. Johns Manville International, Inc. / Owens Corning. Gypsum Board, 5/8" thick by 4'-0" wide, applied vertically, attached to steel studs on both sides and floor and ceiling runners with 0.127 in. diameter, self -drilling, self - tapping steel screws 1" long, spaced 8" oc along the edges of the boards and 12" oc in the field of the boards. Joints centered over studs and staggered on opposite sides of the assembly. Joint Tape and Compound, Vinyl based powder or premixed joint compound, applied in two coats to joints and screw heads; paper tape 2" wide, embedded in the first layer of compound over all joints. Two Hour Rated Partition 2 1/2" studs: GA File No. WP 1548 Base one layer 5/8" Type "X" gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 1/2" steel studs 24" oc with 1" Type S drywall screws 24" oc. Face one layer 5/8" Type "X" gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side with 1 5/8" Type S drywall screws 12" oc. Joints staggered 24" each layer and each side. Sound tested with 2 1/2"glass fiber insulation friction fit in stud space. (NLB) Two Hour Rated Partition 3 5/8" studs: GA File No. WP 1522 Base one layer 5/8" Type "X" gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3 5/8" steel studs 24" oc with 1" Type S drywall screws 24" oc. Face one layer 5/8" Type "X" gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side with 1 5/8" Type S drywall screws 12" oc. Joints staggered 24" each layer and each side. Sound tested with 3 1/2"glass fiber friction fit in stud space. (NLB) Z O Lu W D O CD O LO 'T O T-- N T-- O O O 00 (:6 Orn (n -0 M co M O O O O M LU N N � U o �(D O O LO A J W D O 2LU 0� 9 LU 0 0 0 N N 0 N N Q Z Q N O N U Q M O W W03:0 UJ�O w 0 JLL�0 ILL — W Z z0 W ce) U) W 00o U W CD Q W LO 'T 0 co O N � E 5 N 0 M O 00 6 = a- =; Orn E (n -0 co N co ML H N O OM U SQ LU Q C/) U N Co ._ �FU N O C) U o (D U O J) 0 ou LOo- 0 L- o� 60 min � ---, E 00 00 60 min 12 min x = tread depth ���'��\ AREA OF o _ ' �y� o REFUGE � c� N o� `o- Q 60 min o o '� - ' p X 45° 18 min c x x \---' 4 -�� < c E `:�_L � E o L — J (D �-� °O�centered on raised characters MEN 18 min (a) (b) (c) Figure 703.3.10 Figure 703.3.11 Figure 703.5 Figure 505.10.2 Figure 505.10.3 Figure 402.2.5 Height of Raised Characters Above Floor Location of Signs at Doors Pictogram Field Top Handrail Extensions at Stairs Bottom Handrail Extensions at Stairs Two Doors in a Series ANSI -Signage Information and Mounting ANSI -Maneuvering Space at Doors in a Location7 ANSI -Handrail Extensions 6 Series 1/411 = 1'-0" 1/411 = 1'-0" 1/411 = 1'-0" LU QM O 0 Wco O D I V II Ir T ------ q> II � LL z O c W W E 18 min 12 min* E > I E 36 min LLJ ~ Q z 0 W 0 = I � J --------JI LL 00 0 00 W c� CU 0 U) W E E E E r �— W 00 le J LL 0 *if both closer and latch are provided (a) Front Approach, Pull side (b) Front Approach, Push Side (c) Hinge Approach, Pull Side LL 12 min*20 max >20-25 U Q � W —I r (a) (b) I � Figure 308.2.1 c Figure 308.2.2 Unobstructed Forward Reach 42 min � .E I I � I 124 min I 24 min I E Obstructed High Forward Reach 22 min N N � I � JL - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - X c M E E x M M x `r' E ao co E le M M *If both closer and latch are provided (d) Hinge Approach, Pull Side **48 min if both closer and latch provided *54 min if closer is provided *48 min if closer is provided (e) Hinge Approach, Push Side (g) Latch Approach, Pull Side (g) Latch Approach, Push Side 10 max 10 max �>l (a) (b) Figure 404.2.3.2 Figure 308.3.1 Figure 308.3.2 Maneuvering Clearance at Manual Swinging Doors Unobstructed Side Reach Obstructed High Side Reach ANSI -Maneuvering Space at Doorsn ANSI -Reach Ranges 1/411 = 1'-0" U 1/4" = 1'-0" 4 max 60 min 60 min .E 2 �/max i 1D M I of 48 min '/a max 24 min r—J co � �/ (a) A � E X ---,' ----- of o W of 36 min J `°' '/ max coo = pbb fgssoc'd� n 12 min 12 min �/a maX /a 1 2 O C/) cr °a x N J CA" (a) Circular (b) T-shaped < (b) W D �G�/011n9 303.3 �`�y\Oc Limits of IP otr ding Objects Size o Turnin37.2 FigurgureOg 4.3 Space Size of Clear Floor Space Carpet onFigure 305.3uFl Floor Surfaces Vertical 303.2(gure Changes n Level Beveledlgure Changes in Level 0 Z 0 O N ■ C/) ON i` 0 ANSI -Protruding Objects 2 ANSI_Turning Space Configuration ANSI_Changes in Floor Level Lu 1/411 = 11-0111/4" = 11-011 U 1/411 = 1 -0 �_ Q Z Z W \ (n Q U � cn U Q DEMOLITION PLAN DEMOLITION PLAN GENERAL NOTES GENERAL NOTES (cont'd) Purpose: Protection of Real Property SUITE Al 18 REMODEL Improvements: The purpose of this Plan is to generally Contractor to verify if there is any describe the scope of the proposed work, Provide protective measures as required including the performance and level of to protect existing improvements and to quality expected. provide free unobstructed and safe DemolitionPlan passage of Owner's personnel and Contractor Pre -Demolition general public to and from occupied Field Verification: portions of the building. Maintain and DBuilding Owner and Contractor, salvage protect all areas, outside the designated The Contractor shall be responsible for work areas from soiling and debris. field verifying all existing conditions, all door and frame assemblies, millwork, Construction Documents, Tenant and Protect from damage existing finish work Building Standards, the Building Owner's that is to remain in place and becomes Rules, Regulations and Working exposed during demolition operations. Conditions for the Building, and s governing Building Codes affecting the The Contractor shall repair any damage Project and provide for all materials, work to the facility caused by the demolition and all associated costs as may be activities or by his Subcontractors at no required for a complete and finished cost to the Owner. Project. Architectural Demolition: The Contractor shall verify all existing conditions at the job site prior to the start Architectural elements shall be removed of demolition. Call any discrepancies to back to structure, or if such removal is the attention of the Architect, to be impractical according to Building Owner, resolved before proceeding with work. then elements shall be removed to such DO NOT SCALE THE DRAWINGS. an extent that patching and/or new work will conceal part of the element to remain. Hazardous Materials: PARTITION SCHEDULE Electrical / Mechanical The Contractor is to examine the existing Demolition: conditions for the existence of hazardous materials. If hazardous materials are Remove electrical and mechanical found, the Building Owner should be elements present in wall and/or contacted and the hazardous materials structures noted for demolition unless are to be removed. All removal work serving other portions of the building. shall be in compliance with local, state Coordinate all work with Building Chief and federal laws for the removal of Engineer and notify Architect of such asbestos. conditions. No materials containing any amount of Electrical and mechanical elements shall asbestos are to be used in the be removed back to the nearest junction performance of the Work, including but box, panel, pipe, duct, etc. to ensure no not limited to asbestiform fiber/structure conflict with new work. Coordinate all varieties of chrysotile, amosite work with Building Chief Engineer. (cummintonite-grunerite), crocidolite, Elements shall be shut off, disconnected anthophyllite, tremolite, and actinolite or capped. and/or "magnesium silicates" as identified in the product manufacturer's Material Clean Up / Finish Work: Safety Data Sheets. �c Patch and prepare all disrupted walls and Prior to commencement of any demolition remaining ceilings as required for suitable work, including floor covering removal, for receiving finish after demolition. the General Contractor shall obtain from edceiling required by = J junct otn boxland all Gell tedr ca Owner or Owner's designated state- Upon completion of demolition work, certified asbestos inspector a statement remove tools, equipment and demolished to the effect that the inspector has materials from site. Leave interior areas determined that demolition of the space broom clean. will not disturb building materials that contain asbestos, as defined by the U.S. Removal of trash and demolition material Environmental Protection Agency, the shall occur daily. U.S. Occupational Safety and Health Administration, and the State Health The existing building will remain in partial Department. occupancy with areas made available for demolition and remodeling work in Upon completion of the work and prior to accordance with a mutually agreed upon a request for final payment, the General schedule between Contractor and Contractor shall provide a signed affidavit Owner. Disruptive or potentially stating that no asbestos has been hazardous construction activities shall be introduced into the building by the coordinated to occur after normal General Contractor, its subs or suppliers business hours, so as to minimize during the performance of the Work. disturbance to Building Occupants. Material Salvage: ODEMOLITION PLAN TENANT IMPROVEMENT NOTES The following Keyed Notes are intended to generally describe special conditions, improvements as a supplement to the plan drawing, legends, schedules and Demolition Plan General Notes, only. The Contractor shall be responsible for pricing any materials and work required and related to the various Keyed Notes. Demolition Plan General Notes: 1. All existing electrical, telephone and data devices indicated on demolition plan are to be removed back to source. 2. Where existing flooring has been removed, Demolition Contractor to remove any existing adhesive (ridges from broadloom, ceramic tile, carpet tile, LVT, etc) to a smooth slab condition, ready for new finishes. 3. Suite finishes have been removed. Prepare all surfaces as required to receive new finishes. 4. Where flooring, wall base and wall coverings are removed, the remaining substrates should be patched, repaired or replaced to receive new wall finishes. The existing floor slab shall be free of all nails, screws and other protruding objects and prepared to receive new flooring finishes. PRICE AS ALTERNATE: 5. Repair, refurbish, or replace damaged window coverings as required by Building Owner to provide a Building Standard appearance, or where new partition placement requires re -sizing of window coverings. Demolition Plan Keyed Notes: D1 Remove existing door and frame assembly in its entirety. Verify disposition with Property Manager. 2 D2 Remove existing non-compliant IL transaction countertop and portion of wall to provide partial height wall at 32-1/2" AFF. Prep for new transaction countertop at 34" AFF. Patch and repair surfaces at area of demolition as required for new surfaces. D3 Unassigned. D4 Remove existing ramp and raised floor in its entirety. Patch and repair surfaces at area of demolition as required for new surfaces. D5 Existing FRP panels to remain. Protect during demolition. D6 Existing millwork to remain. Protect during demolition. Remove all walls, millwork, plumbing co D7 SUITE Al 18 REMODEL fixtures, door and frame assemblies and Contractor to verify if there is any glazing noted by dashed lines. All other LL 101� — infrastructure behind partial height wall O 00 U (D DemolitionPlan items indicated are to remain, unless noted other. As determined by the and millwork door. If no infrastructure exists, remove partial height wall and DBuilding Owner and Contractor, salvage millwork door in their entirety. Patch and First Floor all door and frame assemblies, millwork, repair remaining surfaces as required for ~ W NORTH glazing and plumbing fixtures that are new finishes. s 1 /8" — 11-01, determined to be reusable and dispose of all others. Cap all unused plumbing lines below the floor slab. Patch and repair slab as required to receive new floor finishes. DEMOLITION VOICE / DATA & ELECTRICAL SYMBOL LEGEND PARTITION SCHEDULE Reference Keyed Notes and General Notes this sheet Base building shell and core for any special functions or requirements. construction / existing partition Abbott qs Indicates existing outlets and all related Indicates existing outlets and all +(height A F F) to remain. s�%f�� cabling as required by Tenant to be removed. _ _ ,= related services to be removed Partial height partition Ursres back to breaker box. Re: plan for partition height. Indicates existing outlets and all to be I di t ti d l Indicates existing power pole ana i all related services removed � � Existing walls to be removed. -' back to breaker box. L L related services to be removed back to �c Indica,or mounted breaker box. n9 D`J`y�o edceiling required by = J junct otn boxland all Gell tedr ca Indicates existing switch plate and all - Tenant to be removed. ` related cabling as required by Tenant to be removed. Indicates existing blank plate and all LBP related cabling as required by Tenant to be removed. W Z O W W W D W O CD O � N OT-- (DOM M (:6 O O W -0 M co M O O N O M LU W N N � U O CD O W O LO (1) C: co O J W D O 2LU 10� 9 LU a �CD� CD ' M� N 0 N Li U Q M co coO W W03:0 U_J�O w G JLL�0 LL 101� — W z0 w ce) CD W O 00 U (D �Q ~ W s SUITE A1 18 REMODEL Reflected Ceiling Demolition Plan REFLECTED CEILING PLAN LEGEND Building standard 2'-0"x2'-0" Building standard suspended fluorescent light fixture. acoustical grid ceiling, to remain. 1 �I Light fixture to be L L' -1 removed or relocated. esoobott qss� — — — Area of grid and the O Recessed downlight. cr9r 'df"� to be removed RE: Electrical Engineering Plans. Recessed adjustable wallwasher. Building standard 2'-0"x4'-0" `d RE: Electrical Engineering Plans. fluorescent light fixture. �G. P o Building standard single ��ding D�4`y bulb porcelain light fixture. — _ Light fixture to be Building standard fluorescent — removed or relocated. tube (4'-0" size shown) First Floor 1/8" = 1'-0" NORTH Building standard single pole light switch. REFLECTED CEILING PLAN DEMOLITION PLAN GENERAL NOTES Purpose: The purpose of this Plan is to show the general location of ceiling treatments, light fixtures and any ceiling mounted electrical outlet, only. Contractor shall reference Construction Documents prepared by the Project Engineers for all electrical specifications, circuiting and requirements for the Project, mechanical and life safety requirements and work. Contractor's Responsibilities: The Contractor shall be responsible for field verifying all existing conditions and familiarizing himself with all Project Construction Documents, Tenant and Building Standards, the Building Owner's Rules, Regulations and Working Conditions for the Building, and governing Building Codes affecting the Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project, including materials and work required for life safety detection, alarm and communications and any required fire extinguishers and cabinets as required by local Code Officials. The Contractor shall be responsible for field verifying the location of any existing conditions affecting the work shown and for familiarizing himself with both this plan and Construction Documents prepared by the Project Engineers. The Contractor shall advise the Architect of any discrepancies between this plan and the field conditions or Engineering Construction Documents prior to proceeding with the work in question. SBuilding standard light D switch w/ dimmer. SBuilding standard three-way switch. 3 Building standard dual level light switch. Building standard motion sensor light switch. Building standard light switch to ' be removed/relocated. C ; Downlight to be removed/relocated. OREFLECTED CEILING DEMOLITION PLAN KEYED NOTES The following Keyed Notes are intended to generally describe special conditions, improvements as a supplement to the plan drawing, legends, schedules and General Notes, only. The Contractor shall be responsible for pricing, providing and installing all materials and work required and related to the various Keyed Notes. The following Keyed Notes DO NOT represent the required engineering design. Demolition General Notes: 1. Contractor to remove all debris, abandoned wiring, cabling and combustible materials in the plenum space above the ceiling. 2. When ceiling grids are removed, General Contractor shall verify that any remaining elements, such as glazing, portions of drywall soffits and fascias, etc. are securely braced to the structure above prior to demolition of the ceiling grid. 3. Existing suspended acoustical ceiling tile and ceiling grid will remain. Modify as required for new wall layout. Contractor to protect ceiling assembly during demolition. 4. Existing light fixtures to remain or will be relocated. Where existing light fixtures remain, Contractor to protect light fixtures during demolition. 5. Where ceiling grid and ceiling tile and/or drywall ceilings are removed, provide contingency allowance to temporarily invert sprinkler heads throughout demolition area during construction. Demolition Keyed Notes: D1 Remove existing suspended 2x4 fluorescent light fixture in its entirety. Salvage for reinstallation. PARTITION SCHEDULE Base building shell and core construction / existing partition to remain. +(height A F F) Partial height partition Re: plan for partition height. Existing walls to be removed. W Z O W W W D W W O CD O LO NT O T-- N T-- N O O M (:6 O O W -0 M co M O O N O M LU W co N -o U � �O O W O LO A J W D O 2LU 10� 9 LU 0 r` 0 0 N rn N 0 N C N Q z Q N 0 N 0 Q Z Q J Z O J 2 W (D Z_ J_ W 0 W H W J LL W 0 M O W w0=O C) � O�cjW JLL�0 _J � -WO W Z Z0 Wo 00 c� 00o 0 U �Q W z Z Q J Z O J 2 W (D Z_ J_ W 0 W H W J LL W 0 SUITE A1 18 REMODEL Dimension Plan First Floor 1/8" = 1'-0" NORTH DIMENSION PLAN GENERAL NOTES Purpose: The purpose of this Plan is to generally describe the proposed architectural layout and tenant improvements required for the Project in conjunction with the other plans and Engineering Working Drawing. Contractor's Responsibilities: The Contractor shall be responsible for field verifying all existing conditions, Construction Documents, Tenant and Building Standards, the Building Owner's Rules, Regulations and Working Conditions for the Building, and governing Building Codes affecting the Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project. The Contractor shall protect all existing improvements to remain or to be reused, including, but not limited to exterior window coverings. All other materials are assumed to be new unless noted otherwise. Any other re -use of existing materials must be confirmed with Tenant and approved by Owner. Degree of Accuracy/Scaled Plan Dimensions: DO NOT SCALE PLANS. The drafted plan is based upon CAD data provided to us by others and field verified for general conformance of the plan to the space shown. Exhaustive measurements have not been made and the actual space may vary slightly from that shown in plan. Unless noted otherwise, furniture and equipment are only generally representative of the size and configuration of the actual furniture and equipment. The Tenant shall be responsible for their vendors and installers verifying all critical dimensions and requirements necessary to assure such furniture and equipment fit and work to their satisfaction and for advising the architect of all such requirements affecting the Project plans. ODIMENSION PLAN KEYED NOTES The following Keyed Notes are intended to generally describe special conditions, improvements as a supplement to the plan drawing, legends, schedules and General Notes, only. The Contractor shall be responsible for pricing, providing and installing all materials and work required and related to the various Keyed Notes. Dimension Plan Keyed Notes: Al Infill opening where door was removed with new demising partition. Match existing construction. A2 Existing demising wall to remain. PARTITION SCHEDULE Base building shell and core construction / existing partition to remain. Building standard interior tenant partition, floor to ceiling. Existing walls to be removed. Z O LU W D O CD � N O O O C/) -0 co O a� o LU N N � U O CD O O LO O O_ O O O M M O M A J W D O 2LU 10� 9 LU O O 0 N M r N O N C N Q z Q 0� Z W �0�> Z O Q WO= CU J � W LL °O OUB W J LL ti M O 00 O 0 O O U W CD 0 Q w N O N U Q Z J ■ Z Z O Z W D C) Building standard corridor 9respobottAss�'df partition. Building standard demising partition. Building standard acoustical � �oc partition. ng 514\ +(height A F F) Partial height partition Re. plan for partition height. Existing walls to be removed. Z O LU W D O CD � N O O O C/) -0 co O a� o LU N N � U O CD O O LO O O_ O O O M M O M A J W D O 2LU 10� 9 LU O O 0 N M r N O N C N Q z Q 0� Z W �0�> Z O Q WO= CU J � W LL °O OUB W J LL ti M O 00 O 0 O O U W CD 0 Q w N O N U Q Z J ■ Z Z O Z W D C) rJes p bbott AS$ Gr9°edf�� 19 0 c SUITE A1 18 REMODEL Reflected Ceiling Plan First Floor 1/8" = 1'-0" REFLECTED CEILING PLAN LEGEND Building standard suspended acoustical grid ceiling, to remain. Area of new Building Standard grid and tile to match remaining suite. Drywall Ceiling, RE: Keyed Notes on this Sheet for details. NORTH F- – _ � Light fixture to be removed or relocated. REFLECTED CEILING PLAN GENERAL NOTES Purpose: The purpose of this Plan is to show the general location of ceiling treatments, light fixtures and any ceiling mounted electrical outlet, only. Contractor shall reference Construction Documents prepared by the Project Engineers for all electrical specifications, circuiting and requirements for the Project, mechanical and life safety requirements and work. Contractor's Responsibilities: The Contractor shall be responsible for field verifying all existing conditions and familiarizing himself with all Project Construction Documents, Tenant and Building Standards, the Building Owner's Rules, Regulations and Working Conditions for the Building, and governing Building Codes affecting the Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project, including materials and work required for life safety detection, alarm and communications and any required fire extinguishers and cabinets as required by local Code Officials. This plan is intended to show the location of the optimum light fixture locations for the Tenant's proposed use of the space. The Contractor shall be responsible for field verifying the location of any existing conditions affecting the work shown and for familiarizing himself with both this plan and Construction Documents prepared by the Project Engineers. The Contractor shall advise the Architect of any discrepancies between this plan and the field conditions or Engineering Construction Documents prior to proceeding with the work in question. Refer to Engineering documents for new occupancy sensor light switches, and also provide quick tap disconnects at all existing and new lights. Reference Electrical Engineer's plans for emergency lighting. OREFLECTED CEILING PLAN KEYED NOTES The following Keyed Notes are intended to generally describe special conditions, improvements as a supplement to the plan drawing, legends, schedules and General Notes, only. The Contractor shall be responsible for pricing, providing and installing all materials and work required and related to the various Keyed Notes. The following Keyed Notes DO NOT represent the required engineering design. Architectural General Notes: 1. Contractor to replace all stained or damaged ceiling tiles as required. Relocate new and existing ceiling tiles as required to provide a uniform appearance throughout suite. 2. Existing ceiling to remain. Rework ceiling grid and ceiling tile as required for new suite layout/expansion. Architectural Keyed Notes: Al Provide and install new ceiling grid and tile as required to match and blend / align with adjacent to provide uniform appearance. Verify extent of work with Property Manager. Mechanical General Notes: 1. Modify existing HVAC and Life safety system (including fire suppression system) as required for new wall layout and function and as required by governing local Building and Fire Code. 2. Modify existing fire suppression system as required for new Demising wall location as required by governing local Building and Fire Code. 3. Where new demising partitions are provided, isolate the HVAC (and relocate sprinklers if present) in each new suite, with new controls for individual control. RE: Mechanical Engineering Plans. Building standard 2'-0"x2'-0" fluorescent light fixture. IF 7 Light fixture to be removed 1 or relocated. O Recessed downlight. RE: Electrical Engineering Plans. W w0=O C) � O JLL�0 Recessed adjustable wallwasher. W Z0 W 00 U ) RE: Electrical Engineering Plans. O Building standard single bulb porcelain light fixture. ===C== Building standard fluorescent C I tube (4'-0" size shown) Building standard 2'-0"x4'-0" ti fluorescent light fixture. F- – _ � Light fixture to be removed or relocated. REFLECTED CEILING PLAN GENERAL NOTES Purpose: The purpose of this Plan is to show the general location of ceiling treatments, light fixtures and any ceiling mounted electrical outlet, only. Contractor shall reference Construction Documents prepared by the Project Engineers for all electrical specifications, circuiting and requirements for the Project, mechanical and life safety requirements and work. Contractor's Responsibilities: The Contractor shall be responsible for field verifying all existing conditions and familiarizing himself with all Project Construction Documents, Tenant and Building Standards, the Building Owner's Rules, Regulations and Working Conditions for the Building, and governing Building Codes affecting the Project and provide for all materials, work and all associated costs as may be required for a complete and finished Project, including materials and work required for life safety detection, alarm and communications and any required fire extinguishers and cabinets as required by local Code Officials. This plan is intended to show the location of the optimum light fixture locations for the Tenant's proposed use of the space. The Contractor shall be responsible for field verifying the location of any existing conditions affecting the work shown and for familiarizing himself with both this plan and Construction Documents prepared by the Project Engineers. The Contractor shall advise the Architect of any discrepancies between this plan and the field conditions or Engineering Construction Documents prior to proceeding with the work in question. Refer to Engineering documents for new occupancy sensor light switches, and also provide quick tap disconnects at all existing and new lights. Reference Electrical Engineer's plans for emergency lighting. OREFLECTED CEILING PLAN KEYED NOTES The following Keyed Notes are intended to generally describe special conditions, improvements as a supplement to the plan drawing, legends, schedules and General Notes, only. The Contractor shall be responsible for pricing, providing and installing all materials and work required and related to the various Keyed Notes. The following Keyed Notes DO NOT represent the required engineering design. Architectural General Notes: 1. Contractor to replace all stained or damaged ceiling tiles as required. Relocate new and existing ceiling tiles as required to provide a uniform appearance throughout suite. 2. Existing ceiling to remain. Rework ceiling grid and ceiling tile as required for new suite layout/expansion. Architectural Keyed Notes: Al Provide and install new ceiling grid and tile as required to match and blend / align with adjacent to provide uniform appearance. Verify extent of work with Property Manager. Mechanical General Notes: 1. Modify existing HVAC and Life safety system (including fire suppression system) as required for new wall layout and function and as required by governing local Building and Fire Code. 2. Modify existing fire suppression system as required for new Demising wall location as required by governing local Building and Fire Code. 3. Where new demising partitions are provided, isolate the HVAC (and relocate sprinklers if present) in each new suite, with new controls for individual control. RE: Mechanical Engineering Plans. N Location of new light fixture and/or device. R New location of relocated light fixture and/or device. OREFLECTED CEILING PLAN KEYED NOTES (cont'd) Electrical General Notes: 1. Assume that light fixtures will require quick tap disconnects for pricing purposes. 2. Controls and lighting shall meet governing code, including 20181ECC requirements as applicable. 3. Where new demising partitions are provided, isolate the light fixtures, light control, and power in each new suite, with new switches and controls for individual control. RE: Electrical Engineering Plans. 4. Existing light fixtures to remain. Electrical Keyed Notes: E1 Reinstall salvaged recessed light fixture at new location and recircuit the lights as E2 Existing Building Standard exit signs throughout Suite to be modified as required to provide emergency lighting that shall be illuminated at all times and not less than 1 footcandle at the walking surface. Illumination shall be provided along the path of travel for the exit discharge from each exit to the public way. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. Exit and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Verify in Field. RE: Electrical Engineering Plans. PARTITION SCHEDULE Base building shell and core construction / existing partition to remain. Building standard interior tenant partition, floor to ceiling. Building standard corridor partition. Building standard demising partition. Building standard acoustical partition. +(height A F F) Partial height partition Re. plan for partition height. Existing walls to be removed. U) Z O W 01-1W W W W J W D O w F� LU a O CD O LO N OT-- N O O 006 =; 0M W -0 M co M O O N O M LU N N U O �(D O U) O LO (1) C: co O Z Z p = L - 0 Building standard single pole light switch. SD Building standard light switch w/ dimmer. SBuilding standard three-way switch. Building standard duel W w0=O C) � O JLL�0 level light switch. W Z0 W 00 U ) Building standard motion sensor light switch. Building standard light switch to be removed/relocated. C I Incandescent light to be removed/relocated. N Location of new light fixture and/or device. R New location of relocated light fixture and/or device. OREFLECTED CEILING PLAN KEYED NOTES (cont'd) Electrical General Notes: 1. Assume that light fixtures will require quick tap disconnects for pricing purposes. 2. Controls and lighting shall meet governing code, including 20181ECC requirements as applicable. 3. Where new demising partitions are provided, isolate the light fixtures, light control, and power in each new suite, with new switches and controls for individual control. RE: Electrical Engineering Plans. 4. Existing light fixtures to remain. Electrical Keyed Notes: E1 Reinstall salvaged recessed light fixture at new location and recircuit the lights as E2 Existing Building Standard exit signs throughout Suite to be modified as required to provide emergency lighting that shall be illuminated at all times and not less than 1 footcandle at the walking surface. Illumination shall be provided along the path of travel for the exit discharge from each exit to the public way. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. Exit and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Verify in Field. RE: Electrical Engineering Plans. PARTITION SCHEDULE Base building shell and core construction / existing partition to remain. Building standard interior tenant partition, floor to ceiling. Building standard corridor partition. Building standard demising partition. Building standard acoustical partition. +(height A F F) Partial height partition Re. plan for partition height. Existing walls to be removed. U) Z O W 01-1W W W W J W D O w F� LU a O CD O LO N OT-- N O O 006 =; 0M W -0 M co M O O N O M LU N N U O �(D O U) O LO (1) C: co O Z Z p = L - 0 Z J W Z_ J_ W D W H U W J LL W N Q M O W w0=O C) � O JLL�0 _J LLce) U) -WO W Z0 W 00 U ) o 00 0 U LLj ti Q W Z J W Z_ J_ W D W H U W J LL W N Q rn 3 v I I 2 U w f 0 3 0 w 2K I W vv)% 16 m I- >< X II I �a U wN D_ - xo MECHANICAL LEGEND ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT DUCTWORK 0.4 a ROUND 90• CONICAL TAKEOFF RECTANGULAR 90' TAKEOFF FROM RECTANGULAR TRUNK FROM RECTANGULAR TRUNK IIII RECTANGULAR 90' TAKEOFF TAKEOFF RECTANGULAR 90' TAKEOFF ON END OF MAIN W/IIIN. 1Z' 000 NN NR CUSHION DOWNSTREAM Z Q Lf III H z BURIED OR UNDERFLOOR VANED ELBOW �III� FLEXIBLE DUCT CONNECTIONS DOUBLE VANED ELBOW p Ww RADIUS ELBOW; 1 DIAMETER •z� RADIUS ELBOW W co ROUND SIO• CONICAL TAKEOFF I VANED ELBOW FROM RECTANGULAR TRUNK V) w */MANUAL VOLUME DAMPER w FLEXIBLE DUCT ROUND SIO• SPIN -IM TAKEOFF LLF- a FROM RECTANGULAR TRUNK */MANUAL VOLUME DAMPER c ROUND DUCT DOWN U 44T'� / I 1 ROUND DUCT UP 1Y! DUCT TRANSITION CONCENTRIC LL � DUCT TRANSITION ,; ECENTRIC RETURN DUCT DOWN ��rryy RETURN DUCT UP SIDE TAKEOFF i AT REGISTER i `may EXHAUST DUCT DOWN I��I N-�7-I-� BOTTOM TAKEOFF - I01 - AT TOMDIFFUSER R I I # EXHAUST DUCT UP W SIDE TAKEOFF SUPPLY DUCT UP AT � AT DIFFUSER K--�y SUPPLY DUCT DOWN ILZ TRANSFER DUCT h GRILLES RETURN OR EXHAUST REGISTER/GRILLE -UCi DOOR UNDERCUT � NR ROW -SUPPLY ® SUPPLY NR DIFFUSER W/ ROUND CONNECTION AIR FLOW - RETURN �I� OR EXHAUST �M MOTORIZED DAMPER MOTOR ® BACK DRAFT DAMPER NR FLOW L-- MANUAL VOLUME DAMPER DUDCIAU P TO ROOFTOP I I ABBREVIATIONS AFF ABOVE FINISHED FLOOR OA OUTSIDE NR AP ACCESS PANEL RA RETURN NR DIA. D DIAMETER SA SUPPLY NR EA EXHAUST NR TYP TYPICAL MA MIXED NR (N) NEW MD MOTORIZED DAMPER (E) EXISTING MVD MANUAL VOLUME DAMPER (R) RELOCATED NIC NOT IN CONTRACT PLUMBING LEGEND ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PR06IECT LINE DESIGNATIONS -_- COLD WATER (CW) - - - - - - - SANITARY VENT (V) ---- HOT WATER (HW) -n- INDIRECT WASTE SANITARY WASTE (W) -GO- GREASE WASTE _ ABOVE GRADE OR FLOOR - D - NATURAL GAS SANITARY (BUILDING DRAIN) -G- PRESSED NR _ m BELOW GRADE OR FLOOR - D - EQUIPMENT DRAIN VALVES and FITTINGS 1 T BALL VALVE TEMPERATURE GAUGE CHECK VALVE ttttVT TEMPERATURE/PRESSURE �~ LIMON RELIEF VALVE MISCELLANEOUS POINT OF CONNECTION NEW TO EXISTING EXIST. 2• STM�ST�OR HATCHING INDICATES , -G-L-4 EXISTING TO BE REMOVED NEW 2" INDICATES EXISTING CONDITIONS WITH NEW WORK EXISTING TO BE REMOVED SHOWN AS DARK MECHANICAL GENERAL NOTES: 1. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR AS TO SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. 2. (E) INDICATES EXISTING, (N) INDICATES NEW MATERIAL, (F) INDICATES FUTURE, (R) INDICATES RELOCATED. 3. $ INDICATES POINT OF CONNECTION OF NEW TO EXISTING. 4. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS. 5. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 6. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND /OR CORE DRILL REQUIREMENTS. (F�C AS 9 EXIST NGC MEC ANICAL,LELECTRICAL, COORDINATE TECTU ALCANDICSTRUCTU ALTH ALL MEMBERS. NEW AND T� RFMAIN. 10, CONTRACTOR SHALL COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO SETTING EQUIPMENT. 11. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING MECHANICAL CONDITIONS. 12. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL PLUMBING CODE; INCLUDING LOCAL AMENDMENTS. 13, CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULES TO THE ENGINEER AND OWNER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. CONTRACTOR AGREES TO PAY FOR ANY REQUIRED MODIFICATIONS DUE TO FAILURE TO PROVIDE SUBMITTALS PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 14. CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS: A. CFM IS AT ALTITUDE OF PROJECT. B. STATIC PRESSURES AND AIR PRESSURE DROPS ARE AT ALTITUDE OF PROJECT. C. HEATING AND COOLING CAPACITIES ARE AT ALTITUDE OF PROJECT. D. HORSEPOWERS ARE CORRECTED FOR ALTITUDE. E. NATURAL GAS INPUTS ARE AT SEA LEVEL. 15. ALL EXISTING EQUIPMENT TO BE REMOVED SHALL HAVE ALL RELATED HOUSEKEEPING PADS, PIPING, CONTROLS, GAUGES, ELECTRICAL SERVICE, HANGERS, SUPPORTS AND ANY MISCELLANEOUS RELATED SERVICE OR PARTS REMOVED COMPLETELY. 16. CONTRACTOR SHALL USE SMACNA STANDARDS FOR LOW PRESSURE DUCT CONSTRUCTION - SEAL CLASS "B". 17. SPIN -IN FITTINGS TO DIFFUSERS SHALL BE CONICAL TYPE (EXCEPT LOCATIONS WHERE LISTED DUCT HEIGHT DOES NOT ACCOMMODATE). SPIN -IN FITTINGS TO DIFFUSERS SHALL INCLUDE AN INTEGRAL MANUAL VOLUME DAMPER. 18. ALL OPENINGS FROM EXHAUST DUCTS, EXHAUST FANS, GRAVITY ROOF VENTS, INTAKE LOUVERS AND GOOSENECKS SHALL BE A MINIMUM OF 18" ABOVE THE TOP OF THE FINISHED ROOFING SURFACE. 19. ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS. WHERE DUCT LINER IS USED, THE THICKNESS OF THE LINER TO MAINTAIN THE CLEAR INSIDE DIMENSION HAS BEEN INCLUDED. ALL RECTANGULAR SUPPLY AND RETURN DUCTWORK SHALL BE LINED WITH MINIMUM 1.5" THICK - 2.75 LB/CU. FT. DENSITY LINER (MIN. R -VALUE 6). ALL RIGID OUTSIDE AIR AND RIGID ROUND SUPPLY AND RETURN DUCTWORK SHALL BE WRAPPED WITH MINIMUM 2" THICK -1.0 LB/CU. FT DENSITY DUCTWRAP WITH VAPOR BARRIER (MIN. R -VALUE 6). LOW PRESSURE ROUND FLEXIBLE DUCT TO BE 1Yi" THICK INSULATED AND A MAXIMUM OF 6 FT. LONG WITH VAPOR BARRIER. SUPPLY AIR DUCTWORK LOCATED WITHIN THE CONDITIONED SPACE IS NOT REQUIRED TO BE INSULATED UNLESS NOTED OTHERWISE. NEW RECTANGULAR SUPPLY AND RETURN DUCTWORK ON ROOF SHALL BE LINED WITH MINIMUM 4" THICK - 0.75 LB/CU. FT. DENSITY LINER (MIN. R -VALUE 12). 21. GUARANTEE -CONTRACTOR SHALL REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. 22. 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 23. TESTING, ADJUSTING AND BALANCING -TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB PROCEDURAL, STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. SUBMIT TEST REPORTS FOR TESTING, ADJUSTING AND BALANCING. 24. COORDINATE ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 25. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION. 26. ADA ACCESSIBLE PRODUCTS SHALL CONFORM TO ADA AND ANSI STANDARDS. 27. PROVIDE NON -CONDUCTING DIELECTRIC FITTINGS AND/OR COUPLINGS WHEN JOINING PIPE OF DISSIMILAR MATERIAL. 28. NATURAL GAS PIPING ABOVE GROUND TO BE OF THE FOLLOWING MATERIALS: PIPING 2" AND SMALLER TO BE SCHEDULE 40 BLACK SEAMLESS STEEL PIPE PER ASTM A53. PIPING 2" AND SMALLER TO HAVE MALLEABLE IRON SCREWED FITTINGS (150 LB CLASS) WITH THREADED JOINTS USING JOINT COMPOUND RESISTANT TO GAS -AIR MIXTURE. PIPING 212" AND LARGER TO USE 150LB CLASS SEAMLESS CARBON STEEL WELDING FITTINGS WITH BUTT WELDED JOINTS. PROJECT SCOPE OF WORK SEPARATE HVAC AND GAS PIPING FOR NEW TENANT DEMISING WALL. W o = W w a _ Do I- uj ¢ 3 W ¢ VX .Ni 7 Iuj .- ¢ In v U) W I N r M i u r I v � H I O ui H r O w O r O ui 0 w 0 r -"'NAMTH "OAO NY GAS PIPING ISOMETRIC NOT TO SCALE (N)GAS PIPING SIZED BASED ON EQUIVALENT LENGTH OF 100 FT. TO FURTHEST FIXTURE, 830 BTU/CF OF GAS, GAS PRESSURE 6"W.C., 0.5"W.C. PRESSURE DROP. /Wbo!14% r"s 'bra ori°a Cr� MECHANICAL DRAWING LIST- 01/mi IST:01/M1 MECHANICAL LEGEND, SCHEDULES, DETAILS, AND GENERAL INFORMATION 01/M2 MECHANICAL AND PLUMBING PLANS U 0 _O r 0.4 a z w OU W 000 NN Q Z Q Lf III H z W > 0g UU)HDco �a z w p Ww •z� W co c) a UQ V) w z�co w x¢ i LLF- a U c U CQ x LL � In cq >W co a a zoa. W u W F;, 6 �SS�ONAIE��' J J Q> V Z U) L W 0 W Z 01/26/21 0 _O r (n P w Q z O OU W 000 NN Q Z Q Lf III H w H W > 0g UU)HDco �a z w p Ww (n W co c) a UQ V) m-iLu0 Z (� Q J w x¢ i LLF- a g p Q ti Q LL � >W 0 _O r (n P w Q z W0 OU WO = LL it U Z 0 LL U) J 0g z w p Ww (n J �5 a UQ V) CIS N Z (� Q J w x¢ xQ Ui a g p Q o+ 3 N I i x U w f U) 3 0 w a+ .-.3 wj V)U N w I m 0 H � I d X/ xT c C N c,4 E 0 O U x ui m'.' I� U U m X II n �a U W N w x cl nMECHANICAL PLAN SCALE: 1/8" = 1'-0" O �\ E)RTU-3 �80 MBH) \ — — — — — — — — — — I "G — II I(E)RTU-4 I I I (120 MBH) I I IJ, L -i �I /.1PLUMBING PLAN mqjpv SCALE: 1/8" = 1'-0" WORK NOTES: 0 (E)SUPPLY DIFFUSER TO REMAIN. NO WORK. O (E)SUPPLY DIFFUSER TO REMAIN. PRE—BALANCE (E)SUPPLY PRIOR TO CONSTRUCTION AND REBALANCE TO (E)CFM AFTER CONSTRUCTION. O (E)RETURN GRILLE TO REMAIN. NO WORK. O (E)GAS—FIRED RTU TO REMAIN. NO WORK. O (E)GAS—FIRED RTU TO REMAIN. REBALANCE TO (N)CONNECTED CFM. O REMOVE PORTION OF DUCTWORK SHOWN CROSSHATCHED. O (E)THERMOSTAT TO REMAIN. O (E)EXHAUST FAN, ASSOCIATED DUCTWORK AND CONTROLS TO REMAIN. O (E)MECHANICAL SYSTEMS IN THIS AREA TO REMAIN UNLESS NOTED OTHERWISE. <g>(E)PLUMBING SYSTEMS IN THIS AREA TO REMAIN UNLESS NOTED OTHERWISE. t, (E)GAS—FIRED WATER HEATER TO REMAIN. (40 MBH) ,2 (E)1"G DN SERVING ADJACENT TENANT. CAP GAS PIPING NEAR EXISTING GAS METER AND CONNECT TO (N)GAS METER. SEE GAS PIPING ISOMETRIC FOR ADDITIONAL INFORMATION. ,3 (E)1"G DN TO (E)GAS METER TO REMAIN. SEE GAS PIPING ISOMETRIC FOR ADDITIONAL INFORMATION. <8>(E)SINK TO REMAIN. NO WORK. <3>(E)WATER CLOSET TO REMAIN. NO WORK. <3>(E)LAVATORY TO REMAIN. NO WORK. 8BALANCE (E)SUPPLY DIFFUSER TO 300 CFM. co Z W W W Z) D `C s w 0 W i G s J J Q> V Z W Z E� 03/16/21 o co ¢g N <a U l^ V = m \ LU = 2a 0 0 °r° w 0000 �az0W H H > U�HD a LL, � M U m-iLu0 i LL F- U)�a LL � W o co ¢g N <a U l^ V = m \ LU = 2a 0 GENERAL NOTES: 1. E.C. TO VERIFY ALL CURRENT BUILDING STANDARDS FOR DEVICE AND COVERPLATE SPECS AND FINISHES. ALL NEW ELECTRICAL WORK TO COMPLY WITH THE 2020 N.E.C. ENSURE GFCI ACCESSIBLE DEVICES PER NEC, AND AS INDICATED. 2. NEW FLOOR BOXES TO BE FIELD VERIFIED FOR LOCATION AND X-RAY FLOOR AS REQUIRED PRIOR TO WORK. COORDINATE WITH NEIGHBORING TENANTS AND BLDG MANAGEMENT. VERIFY EXISTING CONCRETE FLOOR CONSTRUCTION. 3. LOW VOLTAGE BOXES TO BE 2 -GANG WITH SINGLE GANG MUD RING AND 1-1/4" C. W/ PULLSTRING FOR L.V. CABLING BY OTHERS. DEVICE AND COVERPLATE BY SYSTEM INSTALLER. 4. REFER TO THE MECHANICAL PLANS FOR LOCATIONS, NOTES FOR CONTROLS AND ANY ADDITIONAL WORK. PROVIDE POWER SUPPLIES TO DAMPERS, ETC. CONNECT LINE VOLTAGE WALL CONTROLS AND DUCT DETECTORS PER MECH NOTES. 5. FIRE ALARM SYSTEM DESIGN IS EXCLUDED ON THESE DRAWINGS. FIRE ALARM SHOP DRAWINGS ARE REQUIRED BY THE SYSTEM PROVIDER / INSTALLER. 6. PROVIDE NEW LIGHT FIXTURES AS SPECIFIED AND SUPPORT LAY IN FIXTURES FROM STRUCTURE PER I.B.C. PROVIDE AUTO CONTROLS AS INDICATED / NOTED. VERIFY ALL LIGHTING CONTROL SPECIFICATIONS WITH BUILDING MANAGEMENT. 7. PROVIDE NEW EXIT AND EGRESS LIGHTS PER THE NEW BUILDING STANDARDS. 8. E.C. TO PROVIDE LABEL(S) ON ALL DEVICE COVERPLATES INDICATING THE PANEL AND BRANCH CIRCUIT NUMBER FROM WHICH THEY ARE FED. 9. E.C. SHALL PROVIDE UPDATED PANEL SCHEDULE(S) INDICATING LOADS SERVED AND SPARE CIRCUITS. TURN SPARE BREAKERS TO THE "OFF" POSITION. NO SPARE CIRCUITS ALLOWED IN WALLS OR CEILING SPACES. 11. THE AVAILABLE FAULT CURRENT AT THE SERVICE EQUIPMENT SHALL BE FIELD MARKED PER CALCULATION AS "_A." AND DATED "_ _ _" PER NEC 110.24(A) 12. PROVIDE GFI 120 VOLT OUTLETS WITHIN 6' OF WATER SERVICE AND/OR SINKS AND AS PER NEC. 13. E.C. MUST VERIFY LOCATIONS OF ALL POWER AND DATA DEVICES WITH TENANT PRIOR TO ROUGH -IN, SUBJECT TO RELOCATION BY TENANT 14. ENSURE CIRCUIT CONTINUITY FOR ALL EXISTING CIRCUITS AFFECTED BY DEMOLITION THIS SCOPE. 15. COORDINATE ALL POWER SHUT -DOWNS WITH BUILDING MANAGEMENT. 16. CONTRACTOR MAY RELOCATE / RE -USE DEVICES REMOVED DURING DEMOTION AS LONG AS DEVICE IS NOT DAMAGED. SPARE (OLD RTU -3) 1 30/3 101 1 1 30/3 1 2302 1 EXTG RTU -4 /1 101 1 2302 /0 / 2302 PHASEA PHASEB PHASEC 7.6 9.1 7.2 CONN. kVA F- TC:HS rl RPPESH E= -n \r=RrC =RRC3RPTOM CONSULTING ELECTRICAL ENGINEERS V. 301973,9779 F, 303.973,9759 PANEL I'M If 2081120 VOLTS, 3 PHASE, 4 WIRE 400 AM PS Fm_L 0 - EXISTING U.O.N. (BOLD), SURFACE ITE I AIC: 10,000 RECEPTACLE LOADS <10 kVA NOTES: MAX. 200 AMPS THIS PANEL 100 10.0 RECEPTACLE LOADS > 10 kVA 1.1 50 0.5 LARGEST MOTOR LOAD 6.9 125 8.6 MOTOR LOADS 0.0 CIRCUIT DESCRIPTION V A CIRCUIT BKR PHASE CIRCUIT A B C BKR V A CIRCUIT DESCRIPTION 1 LOUNGE RECEIPT 180 20 0 20 360 RECEPTS 3 REF., DISP 1256 20 0 20 540 RECEPTS 5 MICROWAVE 1000 20 20 0 20 360 RECEPTS 7 RECEPTS 540 20 0 20 720 RECEPTS/RR 9 RECEPTS 720 20 0 20 720 RECEPTS 11 RECEPTS 540 20 SPARE 0 20 200 DED RECEIPT 13 RECEPTS 360 20 0 20/2 20 SPARE (OLD COPIER) 15 RECEPTS 540 20 0 / 25 SPARE 20 17 RECEPTS 540 20 1 10 30/2 0 SPARE (OLD DED EQUIP) 19 RECEPTS 720 20 01 1/ ISPARE 25 SPARE (OFF) 21 RECEPTS 900 20 0 20/2 27 SPARE (OFF) SPARE 23 FACP 210 20 SPARE (OFF) 0 / 180 20 25 TELE BD 540 20 0 100/3 1900 SUB PANEL "TP2" 27 ROOF RECEIPT 180 20 0 / 1900 20 29 BATHROOM RECEIPT 180 20 1 1 0 / 1900 SPARE(OFF) 31 SPARE (OLD RTU -1) 2302 30/3 0 30/3 "RTU -3" ISPARE (OLD RTU -2) SPARE (OLD RTU -3) 1 30/3 101 1 1 30/3 1 2302 1 EXTG RTU -4 /1 101 1 2302 /0 / 2302 PHASEA PHASEB PHASEC 7.6 9.1 7.2 TOTAL kVA: 25.1 TOTAL AMPS: 69.6 LOW VOLTAGE SYSTEMS NOTE: CONTRACTOR SHALL COORDINATE DIRECTLY WITH OWNER'S LOW VOLTAGE CONSULTANT (TELE, DATA, AN, SECURITY / BURGLAR ALARM, ETC.) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. ANY EMPTY RACEWAYS REQUIRED BY THESE SYSTEMS SHALL BE COORDINATED DIRECTLY WITH THE CONSULTANT / SUPPLIER. ANY ADDITIONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED WITH ELECTRICAL ENGINEER. FIRE ALARM NOTE: FIRE ALARM AND DETECTION DESIGN IS EXCLUDED FROM THESE DRAWINGS AND IS CONSIDERED AS SHOP DRAWINGS BY THE BUILDING'S SYSTEM SUPPLIER / TECHNICIAN. NOTE THAT ANY EXISTING DEVICES IN THIS SPACE WILL REQUIRE DEMO / RELOCATION. REFER TO MECHANICAL DRAWINGS FOR ANY DUCT DETECTORS NOTED. COORDINATE THESE DUCT DETECTORS (SUPPLIED BY MECH., INSTALLED BY E.C.) FOR SYSTEM COMPATIBILITY. ENSURE TEST STATIONS AND REMOTE LIGHTS AS REQUIRED. RE -CONNECT RELOCATED FIXTURE(S), AS SHOWN. NEW PANEL "A118" SUITE A11_8 SUITE A116 E.C. SHALL INTERCEPT (6) EXISTING LIGHTING CIRCUITS SERVING THIS AREA AND CONNECT TO NEW TENANT PANEL "A118". ALL LIGHTING AND CONTROLS SHOWN THIS AREA IS EXISTING TO REMAIN. ENSURE CIRCUIT CONTINUITY IS MAINTAINED THROUGH SEGREGATION OF LOADS DUE TO NEW DEMISING WALL CONN. kVA DEMAND % DEMAND kVA LIGHTING 0.0 125 0.0 RECEPTACLE LOADS <10 kVA 10.0 100 10.0 RECEPTACLE LOADS > 10 kVA 1.1 50 0.5 LARGEST MOTOR LOAD 6.9 125 8.6 MOTOR LOADS 0.0 100 0.0 HEAT 0.0 100 0.0 MISCELLANEOUS LOAD 2 0.0 100 0.0 MISC DED CIRCUITS 0.2 100 0.2 SUB PANEL "TP2" 5.7 100 5.7 TOTAL kVA: 25.1 TOTAL AMPS: 69.6 LOW VOLTAGE SYSTEMS NOTE: CONTRACTOR SHALL COORDINATE DIRECTLY WITH OWNER'S LOW VOLTAGE CONSULTANT (TELE, DATA, AN, SECURITY / BURGLAR ALARM, ETC.) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. ANY EMPTY RACEWAYS REQUIRED BY THESE SYSTEMS SHALL BE COORDINATED DIRECTLY WITH THE CONSULTANT / SUPPLIER. ANY ADDITIONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED WITH ELECTRICAL ENGINEER. FIRE ALARM NOTE: FIRE ALARM AND DETECTION DESIGN IS EXCLUDED FROM THESE DRAWINGS AND IS CONSIDERED AS SHOP DRAWINGS BY THE BUILDING'S SYSTEM SUPPLIER / TECHNICIAN. NOTE THAT ANY EXISTING DEVICES IN THIS SPACE WILL REQUIRE DEMO / RELOCATION. REFER TO MECHANICAL DRAWINGS FOR ANY DUCT DETECTORS NOTED. COORDINATE THESE DUCT DETECTORS (SUPPLIED BY MECH., INSTALLED BY E.C.) FOR SYSTEM COMPATIBILITY. ENSURE TEST STATIONS AND REMOTE LIGHTS AS REQUIRED. RE -CONNECT RELOCATED FIXTURE(S), AS SHOWN. NEW PANEL "A118" SUITE A11_8 SUITE A116 E.C. SHALL INTERCEPT (6) EXISTING LIGHTING CIRCUITS SERVING THIS AREA AND CONNECT TO NEW TENANT PANEL "A118". ALL LIGHTING AND CONTROLS SHOWN THIS AREA IS EXISTING TO REMAIN. ENSURE CIRCUIT CONTINUITY IS MAINTAINED THROUGH SEGREGATION OF LOADS DUE TO NEW DEMISING WALL TOTAL kVA: 5.7 TOTAL AMPS: 1 15.9 ems Pbbott qSs Ura` oc/dk f CAA •O �GZZ v\�\ Ong D� LIGHTING PLAN SCALE'. 1/8"=1'-0" PANEL "TP2 F- TCI-ISOM RPRESH E= -n \r=RrC =RRC3RPTOM CONSULTING ELECTRICAL ENGINEERS V. 301973,9779 F, 303,973,9759 2081120 VOLTS, 3 PHASE, 4 WIRE 225 AMPS MLO EXISTING U.O.N. (BOLD), SURFACE ITE I AIC: 10,000 5.6 NOTES: MAX. 100 AMPS THIS SUB PANEL 0.2 100 0.2 RECEPTACLE LOADS > 10 kVA 0.0 50 0.0 LARGEST MOTOR LOAD 0.0 CIRCUIT ' DESCRIPTION V CIRCUIT A BKR PHASE CIRCUIT V A B C BKR A CIRCUIT DESCRIPTION 1 (A116) 1280 20 0 20/2 SPARE -LIGHTS 3 LIGHTS (A116) 1280 20 0 / 0.0 5 LIGHTS (A116) 1280 20 100 0 20 612 NIGHT LIGHTS, EXIT 7 SPARE (OLD LIGHTS) 20 0 20 SPARE (OLD SIGN) 9 SPARE (OLD LIGHTS) 20 10 20 SPARE (OLD A118 ALARM) 11 SPARE (OLD LIGHTS) 20 9 RECONNECTED LIGHTING 0 20 SPARE 13 SPARE (OLD LIGHTS) 20 0 20 180 DED RECEIPT 15 SPARE (OLD LIGHTS) 20 0 1 20 SPARE 17 SPARE (OLD LIGHTS) 20 0 0 20 SPARE 19 SPARE 50/2 0 20 SPARE 21 / 0 20 SPARE 23 SPARE 20 19 SPARE (OFF) 0 50/2 SPARE 25 SPARE 20 0 1 1/ 27 SPARE 20 0 20 ISPARE 29 SPARE 20 1 101 20 ISPARE 25 SPARE (OFF) 20 0 PHASEA PHASEB PHASEC 1.5 1.3 1.9 TOTAL kVA: 5.7 TOTAL AMPS: 1 15.9 ems Pbbott qSs Ura` oc/dk f CAA •O �GZZ v\�\ Ong D� LIGHTING PLAN SCALE'. 1/8"=1'-0" CONN. kVA DEMAND % DEMAND kVA LIGHTING 4.5 125 5.6 RECEPTACLE LOADS <10 kVA 0.2 100 0.2 RECEPTACLE LOADS > 10 kVA 0.0 50 0.0 LARGEST MOTOR LOAD 0.0 125 0.0 MOTOR LOADS 0.0 100 0.0 HEAT 0.0 100 0.0 MISCELLANEOUS LOAD 2 0.0 100 0.0 MISC DED CIRCUITS 0.0 100 0.0 MISCELLANEOUS LOAD 4 0.0 100 0.0 TOTAL kVA: 5.7 TOTAL AMPS: 1 15.9 ems Pbbott qSs Ura` oc/dk f CAA •O �GZZ v\�\ Ong D� LIGHTING PLAN SCALE'. 1/8"=1'-0" TOTAL kVA: 28.3 TOTAL AMPS: 1 78.5 I.E.C.C. (COMCHECK) NOTE: PER 2015 IECC, 503.6 - EXCEPTION: "ALTERATIONS THAT REPLACE LESS THAN 10% OF THE LUMINAIRES IN A SPACE, PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER." THIS LIGHTING SCOPE /ALTERATION QUALIFIES FOR THE EXEMPTION OF COMPLIANCE TO C405. SUITE A118 SUITE A116 C, GFI (I \0 (E) ALL POWER SHOWN THIS AREA IS EXISTING TO REMAIN (U.O.N.). ALL DEVICES SHALL REMAIN IN-PLACE AND BE DISCONNECTED FROM EXISTING PANEL(S) "71" AND "72", LOCATED IN ADJACENT SUITE (DUE TO NEW DEMISING WALL). DEMO OR RE -CONNECTION OF DEVICE(S) TO BE COMPLETED UNDER SEPARATE SCOPE AND PERMIT. LT_j L_r__j (E) 600A3P MAIN NEW PANEL "SERVICE #2" "A118" (E) 600A3P MAIN "SERVICE #1" (E) "HOUSE" SUITE A11_8 SUITE A116 - - GFI (E), 2.. °� (E) (E) (E) WATER HEATER � 7AC, "TP1" "TP2" (E) (E) (E) (E) CONN. kVA F- TCI-ISC' M RPRESH E= -n 1=-r=R c; =RFmC3RPT0M CONSULTING ELECTRICAL ENGINEERS V. 301973,9779 F, 303.973,9759 PANEL A118 If 2081120 VOLTS, 3 PHASE, 4 WIRE 200 AMPS 200A3P, MCB NEW, SURFACE AI c: 22,000 RECEPTACLE LOADS <10 kVA NOTES: MAX. 200 AMPS THIS PANEL 100 0.2 RECEPTACLE LOADS > 10 kVA 0.0 50 0.0 LARGEST MOTOR LOAD 6.9 125 8.6 CIRCUIT DESCRIPTIONA V CIRCUIT BKR PHASE CIRCUIT V A B C BKR A CIRCUIT DESCRIPTION 1 RECONNECTED LIGHTING 752 20 0 20 SPARE (OFF) 3 RECONNECTED LIGHTING 752 20 0 20 SPARE (OFF) 5 RECONNECTED LIGHTING 752 20 DL 0 20 SPARE (OFF) 7 RECONNECTED LIGHTING 752 20 0 20 SPARE (OFF) 9 RECONNECTED LIGHTING 752 20 10 20 SPARE (OFF) 11 RECONNECTED LIGHTING 752 20 � 0 20 SPARE (OFF) 13 SPARE (OFF) 20 0 1 20 SPARE (OFF) 15 SPARE (OFF) 20 0 20 SPARE (OFF) 17 SPARE (OFF) W 20 0 20 SPARE (OFF) 19 SPARE (OFF) 20 0 20 SPARE (OFF) 21 SPARE (OFF) 20 0 20 SPARE (OFF) 23 SPARE (OFF) 20 1 0 20 SPARE (OFF) 25 SPARE (OFF) 20 0 20 SPARE (OFF) 27 SPARE (OFF) 20 01 1 20 SPARE (OFF) 29 ROOF RECEIPT 180 20 0 20 SPARE (OFF) 31 "RTU -1" 2302 30/3 0 20 SPARE (OFF) 33 (3 #10,CU+G) 2302 / 0 20 SPARE (OFF) 35 2302 / 0 20 SPARE(OFF) 37 "RTU -2" 2302 30/3 0 30/3 2302 "RTU -3" 39 (3 #10,CU+G) 2302 / 0 / 2302 (3 #10,CU+G) 41 2302 1 0 / 2302 PHASEA PHASEB PHASEC 8.4 8.4 8.6 TOTAL kVA: 28.3 TOTAL AMPS: 1 78.5 I.E.C.C. (COMCHECK) NOTE: PER 2015 IECC, 503.6 - EXCEPTION: "ALTERATIONS THAT REPLACE LESS THAN 10% OF THE LUMINAIRES IN A SPACE, PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER." THIS LIGHTING SCOPE /ALTERATION QUALIFIES FOR THE EXEMPTION OF COMPLIANCE TO C405. SUITE A118 SUITE A116 C, GFI (I \0 (E) ALL POWER SHOWN THIS AREA IS EXISTING TO REMAIN (U.O.N.). ALL DEVICES SHALL REMAIN IN-PLACE AND BE DISCONNECTED FROM EXISTING PANEL(S) "71" AND "72", LOCATED IN ADJACENT SUITE (DUE TO NEW DEMISING WALL). DEMO OR RE -CONNECTION OF DEVICE(S) TO BE COMPLETED UNDER SEPARATE SCOPE AND PERMIT. LT_j L_r__j (E) 600A3P MAIN NEW PANEL "SERVICE #2" "A118" (E) 600A3P MAIN "SERVICE #1" (E) "HOUSE" SUITE A11_8 SUITE A116 - - GFI (E), 2.. °� (E) (E) (E) WATER HEATER � 7AC, "TP1" "TP2" (E) (E) (E) (E) CONN. kVA DEMAND % DEMAND kVA LIGHTING 4.5 125 5.6 RECEPTACLE LOADS <10 kVA 0.2 100 0.2 RECEPTACLE LOADS > 10 kVA 0.0 50 0.0 LARGEST MOTOR LOAD 6.9 125 8.6 MOTOR LOADS 13.8 100 13.8 HEAT 0.0 100 0.0 MISCELLANEOUS LOAD 2 0.0 100 0.0 MISC DED CIRCUITS 0.0 100 0.0 MISCELLANEOUS LOAD 4 0.0 100 0.0 TOTAL kVA: 28.3 TOTAL AMPS: 1 78.5 I.E.C.C. (COMCHECK) NOTE: PER 2015 IECC, 503.6 - EXCEPTION: "ALTERATIONS THAT REPLACE LESS THAN 10% OF THE LUMINAIRES IN A SPACE, PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER." THIS LIGHTING SCOPE /ALTERATION QUALIFIES FOR THE EXEMPTION OF COMPLIANCE TO C405. SUITE A118 SUITE A116 C, GFI (I \0 (E) ALL POWER SHOWN THIS AREA IS EXISTING TO REMAIN (U.O.N.). ALL DEVICES SHALL REMAIN IN-PLACE AND BE DISCONNECTED FROM EXISTING PANEL(S) "71" AND "72", LOCATED IN ADJACENT SUITE (DUE TO NEW DEMISING WALL). DEMO OR RE -CONNECTION OF DEVICE(S) TO BE COMPLETED UNDER SEPARATE SCOPE AND PERMIT. LT_j L_r__j (E) 600A3P MAIN NEW PANEL "SERVICE #2" "A118" (E) 600A3P MAIN "SERVICE #1" (E) "HOUSE" SUITE A11_8 SUITE A116 - - GFI (E), 2.. °� (E) (E) (E) WATER HEATER � 7AC, "TP1" "TP2" (E) (E) (E) (E) NEW "A118" AC, G (E) AC, GFI (E) (E) (E) (E) (E) (E) (E) AC, I (E) AC, GFI \ (E) (E) "RTU -3" %% 30 MOCP A118-38,40,42 30 MOCP I (E) / (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 4 (E) %1 J (E) SIGN (E) (E) (E) (E) (E) _ _ _ _ _ SUITE A118 SUITE A116 (E) (E) (E) (E) "RTU -4" ALL POWER SHOWN THIS AREA IS EXISTING TO REMAIN. ENSURE CIRCUIT CONTINUITY IS MAINTAINED THROUGH SEGREGATION OF LOADS DUE TO NEW DEMISING WALL (E) +84" ,(E) (E) (E) (E), +54" 11 I) db (I I. POWER PLAN SCALE: 1/8"=V-011 (E) NEW (4 #3/0, CU + 1 #6, CU GND) 2"C. PROVIDE NEW ADDRESS/SUITE NUMBER LABEL ON (E) DISCONNECT "A104" "A106" "A110" "A102" "A112" "A114" INDICATING SUITE SERVED. _r T T (VERIFY SUITE NUMBER WITH DPC.) (4 #3/0, CU + 1 #8, CU GND) 2"C. 17- (E) r --� I _ (E) XCEL ENERGY 200A3P1 1 200A3P1 1200A3P1 I 200A3P1 I 200A3P1 I 200A3P1 I 1 1200A3P 1 1200A3P 1 F_ r_ r"TP2"� UTI L. CO PAD -MTD 125 FNR-R L J 125 FNR-R L J SPARE L J NEW L J 125 FNR-R L J 125 FNR-R L J IF- r- L J 125 FNR-R L J 125 FNR-R r 200 FRN -R TRANSFORMER I M NEW METER I I I--- I 11 _mh_ LJ ------------- ----� ----� I 1 1 I I�------------- I 1400A3P 1 0 �o-H I J 200 AF L100AIP� L- L- - - - - - - - - - - - - - - - - - - - - - - - - - - - J - � 1 158/ I L - - - - - - - - - - - - - - - - _j (E) 600A., 208/120V., 30, 4W., SERVICE _ TE) 600A3P • : . • : (E) 600A3P _ (E) 600A., 208/120V., 30, 4W., SERVICE SERVICE #1 OF 2 MAIN #1 T • MAIN #2 SERVICE #2 OF 2 EXISTING � � � EXISTING SERVICE I I I I I I I 1 SERVICE GROUNDS GROUNDS 600 AMP, 208V. SERVICE LOAD CALCULATION FAULT CURRENT CALCULATIONS (UTILIZES THE BUSSMAN CALCULATION METHOD AND TABLES) CONTRACTOR IS RESPONSIBLE FOR ACTUAL FEEDER DISTANCES AND FIELD CONDITIONS IN PROJECT BID AND SCOPE. Description Voltage Ph Length (FT) #of Run(s) Conductor "C"value Available Fault Current (ISC) At Utility Co 7.6 KVA TOTAL PEAK DEMAND = 43.9 KVA 26,000 At 600A. Main disconnect 208 3 32 2 22736 22,566 At New Meter/Disconnect208 NEW CONNECTED LOAD PANEL "A118" = 3 2 1 12843 21,925 At New Panel "A118" 208 3 19 1 12843 17,267 DL L3 J -' ° � �c�°U v, w NEW "A118" AC, G (E) AC, GFI (E) (E) (E) (E) (E) (E) (E) AC, I (E) AC, GFI \ (E) (E) "RTU -3" %% 30 MOCP A118-38,40,42 30 MOCP I (E) / (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 4 (E) %1 J (E) SIGN (E) (E) (E) (E) (E) _ _ _ _ _ SUITE A118 SUITE A116 (E) (E) (E) (E) "RTU -4" ALL POWER SHOWN THIS AREA IS EXISTING TO REMAIN. ENSURE CIRCUIT CONTINUITY IS MAINTAINED THROUGH SEGREGATION OF LOADS DUE TO NEW DEMISING WALL (E) +84" ,(E) (E) (E) (E), +54" 11 I) db (I I. POWER PLAN SCALE: 1/8"=V-011 (E) NEW (4 #3/0, CU + 1 #6, CU GND) 2"C. PROVIDE NEW ADDRESS/SUITE NUMBER LABEL ON (E) DISCONNECT "A104" "A106" "A110" "A102" "A112" "A114" INDICATING SUITE SERVED. _r T T (VERIFY SUITE NUMBER WITH DPC.) (4 #3/0, CU + 1 #8, CU GND) 2"C. 17- (E) r --� I _ (E) XCEL ENERGY 200A3P1 1 200A3P1 1200A3P1 I 200A3P1 I 200A3P1 I 200A3P1 I 1 1200A3P 1 1200A3P 1 F_ r_ r"TP2"� UTI L. CO PAD -MTD 125 FNR-R L J 125 FNR-R L J SPARE L J NEW L J 125 FNR-R L J 125 FNR-R L J IF- r- L J 125 FNR-R L J 125 FNR-R r 200 FRN -R TRANSFORMER I M NEW METER I I I--- I 11 _mh_ LJ ------------- ----� ----� I 1 1 I I�------------- I 1400A3P 1 0 �o-H I J 200 AF L100AIP� L- L- - - - - - - - - - - - - - - - - - - - - - - - - - - - J - � 1 158/ I L - - - - - - - - - - - - - - - - _j (E) 600A., 208/120V., 30, 4W., SERVICE _ TE) 600A3P • : . • : (E) 600A3P _ (E) 600A., 208/120V., 30, 4W., SERVICE SERVICE #1 OF 2 MAIN #1 T • MAIN #2 SERVICE #2 OF 2 EXISTING � � � EXISTING SERVICE I I I I I I I 1 SERVICE GROUNDS GROUNDS 600 AMP, 208V. SERVICE LOAD CALCULATION METER No. j TENANT PEAK DEMAND 45367464 / UNIT "A102" = 16.4 KVA 02913544 / UNIT "A110" = 8.9 KVA 82256531 / UNIT "A106`° = 11.0 KVA 45367346 / UNIT "A104`1 = 7.6 KVA TOTAL PEAK DEMAND = 43.9 KVA 43.9 @ 125 % = 54.9 KVA SUBTOTAL = 54.9 KVA SUB TOTAL LOAD (208V. 3 Ph) = 152.4 AMPS NEW CONNECTED LOAD PANEL "A118" = 78.5 AMPS TOTAL @ 208 VOLTS, 3 PHASE = 230.9 AMPS L - - - - J L - - - - J =1= =1_ SERVICE LOAD NOTE: 2 RUNS (4-350 KCM, CU) 2-1/2"C. J TOTAL SUM OF FUSES = 450 AMPS ON 600 AMP SERVICE ELECTRICAL ONE LINE DIAGRAM- DASHED LINES INDICATE EXISTING TO REMAIN U.O.N. SOLID LINES INDICATE NEW WORK THIS SCOPE U.O.N. W z 0 co LLJ> w O co O LO ITN ,r--N V- OOm 0 Z3 0 00 C0 _0 co CU ('7 O O a) oco LU C0 N N U a) �0 Z3 U) 0 LO Cn C: CU O E -1--o O N CL Cn � N •- U Ln LnQ U C U CU O +� U � U L9 m ^. o� UWJ��� 0) ZI W Ln ONS r En Z ��O LJI WQZ�°m, Wr J> a�L9� Uj L, �aZ o Lu Q W Q - C1 >QG z Zia U Q EU�U7OLL mW DL L3 J -' ° � �c�°U v, w Li LIPW C) CD TLL 1Wz L9 m ^. o� UWJ��� M M ZI 0 W m En Z ��O IW° J> CID �= C 43330 :1 • r ss�ONA1 •��C� JANUARY 26, 2021 J J N O N N Z r LLI r M M ` O Uj 00 �aZ o Lu Lu w z Zia U�~O �^ �c�°U v, w w J li � D FL ~ W 2 � W Z N O N N Z r LLI r PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING Supplemental Structural Calculations for: Axis 70 West Wheatridge, CO PEAK NO.: 20-185 Response to Building Department Review No.: 202100033 FACSIMILE THIS ELECTRONIC DOCUMENT IS A FACSIMILE OF THE SIGNED AND SEALED PDF SET j&';'—.J' 02/16/2021 CO PROFESSIONAL ENGINEER DATE MIRIAM A. FOX P. E. NO. 49563 A Vo�v P 63 Digita signed by Miriam A. W s� Fox ^MfoUS, x@peakengr.com, Mi ri aX O=Peak Engineering, CN=Miriam A. Fox Reason: I am the author of this document Date: 2021.02.16 10:49:41-07'00' 390 UNION BOULEVARD, SUITE $00, LAKEWOOD, COLORADO 80228 PHONE 303/274-0707 FAX 303/274-0808 www.peakengr.com AXIS 70 WEST Response to Building Department Review Page 2 of 5 ITEM S-1 Comment: PEAK NO.: 20-185-00 Peak Engineering, Inc. STRUCTURAL Sheet 52.4, at re-entrant corners, please show details of wind/seismic collectors directly to concrete walls at line 2 and C. 5. Response: See revised Delta 1 drawings (Sheet 52.4 and added details on Sheets 54.1, 54.3) and attached supplemental calculations (Pages 60-72) for the steel joist/beam collector design and connections to transfer the wind/seismic loads to the shear walls at Grid 2/C.5 -E. The wall along Grid C.5 is not designed to be a shear wall (slipped roof connection per 7/54.1), and therefore the north -south lateral loads are transferred from the roof deck into the shear walls along Grids A and E. A steel channel has been added at the corner of Grid 2 to transfer the roof deck loads into the side walls at Grids A and E (Re: Page 62 of calculations). ITEM S-2 Comment: Sheet S2.5, show wind/seismic drag detail at line D.9. Response: See attached supplemental calculations Page 62 and revised Delta 1 drawings (Sheet 52.5, 4/52.6, and 2-4/54.3) showing steel drag channel design and details to transfer the lateral loads at Grid D.9 into the roof deck beyond the entry framing. ITEM S-3 Comment: Provide calculations for sub -diaphragm analysis. Response: There is no sub -diaphragm for this building and therefore no sub -diaphragm analysis need be performed. Sub -diaphragms are typically needed in high seismic areas to provide a tie -through of a wood roof diaphragm across the width of the building. The metal roof deck used on this project ties all the way to the other side of the roof and therefore no sub -diaphragm is required. Also, diaphragm tie -through provisions only apply to Seismic Design Categories C -F per ASCE 7-16, Section 12.11.2.2. This project is classified as Seismic Design Category B. ITEM S-4 Comment: Provide calculations for details for fixed roof diaphragm to walls analysis at line 2 and 13. How does the analysis offixed condition to the roof trusses at line 2 work? (concrete wall occurs partially from C.5 to E and C.5 to A is roof truss). AXIS 70 WEST Response to Building Department Review Page 3 of 5 PEAK NO.: 20-185-00 Peak Engineering, Inc. Response: See revised Delta 1 drawings (Sheet 52.4, and added details 11/54.1 & 9-12/54.3) and attached supplemental lateral calculations (Pages 33-90) clarifying the wind/seismic loads that are transferred into the shear walls at Grids 2 and 13. The building lateral system in the east -west direction was designed with one 4 - sided diaphragm (between Grids 1 and 2), and (2) three -sided diaphragms (Grids 2-8, and Grids 8-13). The fixed roof/wall condition occurs at lines 2 and 13. The (2) cantilevered diaphragms are resisted by the perpendicular walls running north -south (Grids A and E), refer to page 54 of the supplemental calculations for details. The resulting cantilevered diaphragm shear loads at Grid 2 are transferred through the joist/beam collectors and into the shear walls between Grids C.5 and E. The cantilevered diaphragm shear loads at Grid 13 are transferred directly into the shear walls and therefore no collectors are needed. ITEM S-5 Comment: Provide calculations for concrete wall details 1, 2, 3 and 7/54.1 and roof connections for combined loads (pull out force and vertical load). Response: See attached supplemental calculations Pages 122-125 clarifying the roof framing wall connections with combined loading conditions. ITEM S-6 Comment: Provide calculations for concrete wall details and slab/foundation (out of plane reactions at the base and shear forces) in 53.1. Response: See attached supplemental calculations clarifying the various out -of -plane and in - plane shear wall forces applied at the slab and foundation connections shown on Sheet 53.1. Refer to supplemental calculation pages 101-105 for slab/foundation connection design checks per Sections 8, 9 and 10 on Sheet 53.1. See supplemental calculation pages 73-84 clarifying the lateral shear wall load distribution and applied design loads/connections at the foundations. The shear wall footing embed connections have been revised along Grid 2, as well as at Panel S08 due to resulting uplift loading at these locations. Refer to supplemental calculations pages 82-83, and revised Delta 1 drawings Sheets 52.2- 52.3, 7/53.1 and added section 4/53.2 for details. The footing at Grid 2 has also been revised to accommodate the shear wall loads and provide adequate sliding resistance, refer to Pages 85-96 of the supplemental calculations for details. Refer to supplemental calculation page 84 clarifying all other wall panel embed connection capacities per Section 1/53.1 and 4/53.1 (designed for maximum load of 10 kips in shear/uplift as required per ACI), as well as pages 97-98 for the Axis 70 WEST PEAK NO.: 20-185-00 Response to Building Department Review Peak Engineering, Inc. Page 4 of 5 sliding design checks at the typical wall footings. ITEM S-7 Comment: Provide calculations for concrete wall openings for out ofplane and vertical loads. Response: The tilt -up wall panel designs (refer to pages 88-166 of original permit calculations) account for the gravity and out of plane loads which are distributed to the opening jambs. See attached supplemental calculations pages 115-120 for typical detailed concrete beam designs for gravity and lateral loads applied above the openings (and transferred to side jambs). ITEM S-8 Comment: Please reviselupdate code references in Ener Calcs. for spandrel design, concrete beam slab), retaining and trash walls (page 159 through 168). (ACI 318-14, IBC 2018, and ASCE 7-16). Response: See attached revised supplemental calculations for updated code references of the spandrel designs & concrete/beam slab check (Pages 109-114), as well as the retaining screen wall and trash walls (Pages 131-134). ITEM S-9 Comment: Please update Hiltz code to ACI 318-14, page 190. Response: The calculation has been revised, see attached supplemental calculations Pages 126-130. ITEM 5-10 Comment: Besides summary for beam, column and plate designs, please provide typical structural calculations/derivations for the results in the summaries. Response: See attached supplemental calculations for typical beam, column and base plate designs (Pages 16-21, 28-32). Also see various revisions to beam and column summaries to include the beam collectors along Grid 2 and eccentric column loading criteria (Pages 6-15,22-27). ITEM 5-11 Comment: Soils engineer to write a confirmation letter that the foundation plan is per the soil Axis 70 WEST PEAK NO.: 20-185-00 Response to Building Department Review Peak Engineering, Inc. Page 5 of 5 engineer's recommendations. Thankyou. Response: Please refer to the soil engineer's confirmation letter provided. Axis 70 WEST PEAK NO.: 20-185 Supplemental Calculations PEAK ENGINEERING, INC. Table of Contents: Item: Sheets: GENERAL CRITERIA.......................................................................................................... 1-4 ROOFFRAMING............................................................................................................... 5-21 COLUMNS..................................................................................................................... 22-32 LATERAL....................................................................................................................... 33-90 FOUNDATIONS............................................................................................................. 91-105 WALLPANELS.......................................................................................................... 106-120 MISCELLANEOUS...................................................................................................... 121-134 Axis 70 West Job No.: 20-185 CALCULATIONS FOR: GENERAL CRITERIA PEAK ENGINEERING, INC. PROJECT DESIGN CRITERIA Project: Axis 70 West Jurisdiction: Wheatridge, CO Bldg Code: 20181BC Designed by: MAF Material Specifications Concrete: fc = 4,000 psi Rebar: fy = 60,000 psi WF Steel: A992 HSS Steel: A500,, Gr. B, Fy = 46 ksi Misc. Steel: A36 Wood: N/A Masonry: N/A Precast: fc = 5,000 psi Soil Data 30 PSF Minimum Frost Depth 36 in. - Footings Risk Category Allowable Bearing Pressure 3,000 PSF Minimum Dead Load Pressure N/A PSF - Piers SD1 Allowable End Bearing Pressure N/A PSF Skin Friction N/A PSF Minimum Dead Load Pressure N/A PSF Uplift resistance skin friction N/A PSF Minimum Pier Penetration N/A FT Minimum Pier Length N/A FT Modulus of horiz. subgrade in clay N/A pci Modulus of horiz. subgrade in bedrock N/A pci - Retaining Walls Wind Load Criteria Equivalent Fluid Pressure (wall restrained) 55 PCF Equivalent Fluid Pressure (wall unrestrained) 45 PCF Passive Earth Pressure 200 PCF Coefficient of Friction 0.30 Live Loads 30 PSF Seismic Design Criteria 2nd & 3rd Floor PSF Risk Category Typ. 1st Floor PSF SDs 1st Flr - UPS PSF SD1 Equiv. Lateral Force N\ Site Class Updated to match Seismic Design Category revised lateral calcs Basic seismic force resisting system MPH 104.6 Design Base Shear C Analysis Procedure Snow Load Design Criteria 0.18 Wind Load Criteria Min. Design Load 30 PSF Pg 30 PSF C, 1.0 Importance Factor 1.0 Thermal Factor, Ct 1.0 Pf 21.0 PSF Loads BALLAST MEMBRANE & INSUL. DECK FRAMING LIGHTS MECHANICAL SPRINKLER CEILING SOLAR ALLOWANCE SLAB PARTITIONS TOTAL DL LL TOTALLOAD Basic Wind Speed (ultimate) Basic Wind Speed (ASD) Exposure Importance Factor Risk Category Internal Pressure Coefficient 12/22/2020 2:49 PM II 0.197 0.06 C B A5 275 kips Equiv. Lateral Force N\ Updated to match --seismic criteria, see revised lateral calcs 135 MPH 104.6 MPH C 1.0 II 0.18 2nd & 3rd Typ. 1st 1st Floor Typ. Roof Floor Floor UPS 2 psf 2 psf 3 psf 1 psf 2 psf 3 psf 2 psf 15 psf 30 Dsf 45 psf K:\Projects\2020\20-185 Axis 70 West\Calculations\Spreadsheets\Criteria - Axis 70 2 of 1 Hazards by Location Search Information Address: 4990 Parfet St, Wheat Ridge, CO 80033, USA Coordinates: 39.787051, -105.119907 Elevation: 5384 ft Timestamp: 2020-11-21 T00:33:22.865Z Hazard Type: Seismic Reference ASCE7-16 Document: .� Risk Category: 11 Site Class: C MCER Horizontal Response Spectrum Sa(g) , :reckenridge O 0.25 0.20 0.15 0.10 0.05 0.00 0.0 1.0 Basic Parameters Name Value SS 0.227 S1 0.06 SMS 0.295 SM1 0.09 SDS 0.196 SDt 0.06 2.0 3.0 4.0 Q. Map data ©2020 Google Design Horizontal Response Spectrum Sa(g) 0.15 0.10 0.05 0.00 5.0 Period (s) 0.0 Description MCER ground motion (period=0.2s) MCER ground motion (period=1.Os) Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC B Seismic design category Fa 1.3 Site amplification factor at 0.2s FV 1.5 Site amplification factor at 1.0s 1.0 2.0 3.0 4.0 5.0 Period (s) 3 Boulder 05384ft s Arapaho and Roosevelt iv National Tenver Forests .� rV Lakewoodo o Aurora Keystone gas Centennial :reckenridge O Google Q. Map data ©2020 Google Design Horizontal Response Spectrum Sa(g) 0.15 0.10 0.05 0.00 5.0 Period (s) 0.0 Description MCER ground motion (period=0.2s) MCER ground motion (period=1.Os) Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC B Seismic design category Fa 1.3 Site amplification factor at 0.2s FV 1.5 Site amplification factor at 1.0s 1.0 2.0 3.0 4.0 5.0 Period (s) 3 PEAK ENGINEERING, INC. 390 Union Blvd, STE 500 Lakewood, Colorado 80228 303-274-0707 www.peakengr.com Seismic Loads: IBC 2018 Risk Category: 11 Importance Factor (1) : 1.00 Site Class : C Ss (0.2 sec) = 22.70 %g S1(1.0 sec)= 6.00%g Fa= 1.300 Fv= 1.500 JOB TITLE Axis 70 West JOB No. 20-185 CALCULATED BY MAF CHECKED BY Sms = 0.295 SDS = Sm1 = 0.090 SD1 = Seismic Design Category = B Redundancy Coefficient p = 1.00 Number of Stones: 1 Structure Type: All other building systems Horizontal Struct Irregularities: 2) Reentrant Corners Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: Yes Building System: Bearing Wall Systems Seismic resisting system: Intermediate precast shear walls System Structural Height Limit: Height not limited Actual Structural Height (hn) = 36.0 ft DESIGN COEFFICIENTS AND FACTORS Response Modification Coefficient (R) = 4 Over -Strength Factor (4o) = 2 Deflection Amplification Factor (Cd) = 4 SDS = 0.197 SD1 = 0.060 Seismic Load Effect (E) = Ln +/-EV = p QE +/- U.26DS U Special Seismic Load Effect (Em) = Emh +/- Ev = 4o QE +/- 0.25Ds D PERMITTED ANALYTICAL PROCEDURES Simplified Analysis - Use Equivalent Lateral Force Analysis SHEET NO. DATE 12/22/20 DATE Strength Level Forces 0.197 Design Category= B 0.060 Design Category= A = Qe +/- 0.000D QE = horizontal seismic force = 2Qe +/- 0.039D D = dead load Equivalent Lateral -Force Analysis - Permitted Building period coef. (CT) = 0.020 Cu = 1.70 Approx fundamental period (Ta) = CThn. = 0.294 sec x= 0.75 Tmax = CuTa = 0.500 User calculated fundamental period (T) = 0 sec Use T = 0.294 Long Period Transition Period (TL) = ASCE7 map = 4 Seismic response coef. (Cs) = SDSI/H = 0.049 need not exceed Cs = sdl i /RT= 0.051 but not less than Cs = 0.010 USE Cs = 0.049 Design Base Shear V = 0.049W Model & Seismic Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift 4a = 0.020hsx where hsx is the story height below level x 0 Axis 70 West Job No.: 20-185 CALCULATIONS FOR: ROOF FRAMING .91 Floor Map RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structural System Data Base: 2020-12-20 Axis 70 West j $entley Building Code: IBC Floor Type: Roof Beam Numbers 12/17/20 14:11:51 REVISIONS (calcs & drawings) 0 RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structuralsystem Data Base: 2020-12-20 Axis 70 West %16entteg Building Code: IBC Floor Type: Roof r Floor Map Beam Designs 12/17/20 14:11:51 Steel Code: AISC 360-16 ASD REVISED TO W18 COLLECTOR BEAMS, RE: LATERAL DESIGN REVISIONS (calcs & drawings) 7 9 UUUUUUUI REVISED TO W18 COLLECTOR BEAMS, RE: LATERAL DESIGN REVISIONS (calcs & drawings) 7 Beam Summary RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments j $entley Building Code: IBC STEEL BEAM DESIGN SUMMARY: Demand/Capacity Limits for: Strength: 1.000 Deflection: 1.000 Floor Type: Roof Bm # Length +Ma -Ma Mn/S2 Fy C6X8.2 ft kip -ft kip -ft kip -ft ksi 32 15.42 41.5 0.0 118.0 50.0 34 4.38 0.5 0.0 9.3 36.0 39 4.38 0.6 0.0 9.3 36.0 44 4.38 0.6 0.0 9.3 36.0 45 20.31 70.7 0.0 118.0 50.0 46 4.38 0.6 0.0 12.9 50.0 51 4.38 0.6 0.0 9.3 36.0 56 4.38 0.6 0.0 9.3 36.0 61 4.38 0.6 0.0 9.3 36.0 66 4.38 0.6 0.0 12.9 50.0 219 4.38 0.5 0.0 12.9 50.0 220 20.40 74.1 0.0 118.0 50.0 225 4.38 0.6 0.0 9.3 36.0 226 4.38 0.6 0.0 9.3 36.0 231 4.38 0.6 0.0 9.3 36.0 236 4.38 0.6 0.0 9.3 36.0 237 4.38 0.6 0.0 12.9 50.0 239 20.40 74.1 0.0 118.0 50.0 246 4.38 0.6 0.0 9.3 36.0 251 4.38 0.6 0.0 9.3 36.0 256 4.38 0.6 0.0 9.3 36.0 257 4.38 0.6 0.0 9.3 36.0 262 4.38 0.5 0.0 12.9 50.0 450 4.04 0.6 0.0 9.3 36.0 451 17.33 69.4 0.0 118.0 50.0 456 4.04 0.8 0.0 9.3 36.0 457 4.04 0.8 0.0 9.3 36.0 462 4.04 0.8 0.0 9.3 36.0 468 15.63 50.4 0.0 118.0 50.0 481 15.62 1.7 0.0 118.0 50.0 482 17.33 8.5 0.0 118.0 50.0 484 60.00 117.0 0.0 238.0 50.0 485 29.67 29.5 0.0 61.6 50.0 * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. W1 8x76 diaphragm shear collectors, refer to lateral cacluations for design details 02/15/21 16:34:48 Steel Code: AISC 360-16 ASD Beam Size Studs W 14X30 u C6X8.2 u C6X8.2 u C6X8.2 u W 14X30 u C6X8.2 u C6X8.2 u C6X8.2 u C6X8.2 u C6X8.2 u C6X8.2 u W 14X30 u C6X8.2 u C6X8.2 u C6X8.2 u C6X8.2 u C6X8.2 u see permit storefront W14X30 u calculations for W14 C6X8.2 u beam designs C6X8.2 u C6X8.2 u C6X8.2 u C6X8.2 u C6X8.2 u W 14X30 u C6X8.2 u C6X8.2 u C6X8.2 u W 14X30 u W 14X30 u :, Beam Summary 10 RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structural System Data Base: 2020-12-20 Axis 70 West j $entley Building Code: IBC JOIST SELECTION SUMMARY: Floor Type: Roof Standard Joists: Page 2/10 12/17/20 14:11:51 Steel Code: AISC 360-16 ASD Joist # Length WDL WILL WTL Joist 3 29.67 84.2 199.7 294.0 24LH294/200 4 60.00 84.2 270.9 355.1 40LH356/271 5 59.67 84.2 270.9 355.1 40LH356/271 6 29.67 86.7 184.1 289.2 24LH290/185 7 60.00 86.7 219.1 305.8 40LH306/220 8 59.67 86.7 219.5 309.5 40LH310/220 9 29.67 86.7 182.3 288.2 24LH289/183 10 60.00 86.7 178.8 265.5 40LH266/179 11 59.67 86.7 180.8 278.8 40LH279/181 12 29.67 86.7 182.3 288.2 24LH289/183 13 60.00 86.7 173.3 260.0 40LH261/174 14 59.67 86.7 175.7 275.0 40LH275/176 15 29.67 86.7 182.3 288.2 24LH289/183 16 60.00 86.7 173.3 260.0 40LH261/174 17 59.67 86.7 175.7 275.0 40LH275/176 18 29.67 86.7 182.3 288.2 24LH289/183 19 60.00 86.7 173.3 260.0 40LH261/174 20 59.67 86.7 175.7 275.0 40LH275/176 21 29.67 86.7 182.3 288.2 24LH289/183 22 60.00 86.7 173.3 260.0 40LH261/174 23 59.67 86.7 175.7 275.0 40LH275/176 24 29.67 86.7 182.3 288.2 24LH289/183 25 60.00 86.7 173.3 260.0 40LH261/174 26 59.67 86.7 175.7 275.0 40LH275/176 28 30 60.00 59.67 7 86.7 4;Z8 8 175.7 in 275.0 74 2601'4 40LH275/176 35 55.29 84.2 196.6 282.3 40LH283/197 36 60.00 85.4 191.6 294.4 40LH295/192 37 60.00 86.7 173.3 260.0 40LH260/174 38 59.67 86.7 175.7 275.0 40LH275/176 40 55.29 86.7 176.3 268.0 40LH268/177 41 60.00 86.7 175.8 262.5 40LH263/176 42 60.00 86.7 173.3 260.0 40LH260/174 43 59.67 86.7 175.7 275.0 40LH275/176 47 55.29 86.7 173.9 266.0 40LH266/174 48 60.00 86.7 173.3 260.0 40LH260/174 49 60.00 86.7 173.3 260.0 40LH260/174 50 59.67 86.7 175.7 275.0 40LH275/176 52 55.29 86.7 173.9 266.0 40LH266/174 53 60.00 86.7 173.3 260.0 40LH260/174 54 60.00 86.7 173.3 260.0 40LH260/174 55 59.67 86.7 175.7 275.0 40LH275/176 57 55.29 86.7 173.9 266.0 40LH266/174 58 60.00 86.7 173.3 260.0 40LH260/174 59 60.00 86.7 173.3 260.0 40LH260/174 60 59.67 86.7 175.7 275.0 40LH275/176 62 55.29 86.7 173.9 266.0 40LH266/174 63 60.00 86.7 173.3 260.0 40LH260/174 Beam Summary 10 RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structurals,,. Data Base: 2020-12-20 Axis 70 West j $entley Building Code: IBC Page 3/10 12/17/20 14:11:51 Steel Code: AISC 360-16 ASD Joist # Length WDL WLL WTL Joist 64 60.00 86.7 173.3 260.0 40LH260/174 65 59.67 86.7 175.7 275.0 40LH275/176 67 59.67 86.5 175.3 269.4 40LH270/176 68 60.00 86.7 173.3 260.0 40LH260/174 69 60.00 86.7 173.3 260.0 40LH260/174 70 59.67 86.7 175.7 275.0 40LH275/176 71 59.67 86.7 175.7 275.0 40LH275/176 72 60.00 86.7 173.3 260.0 40LH260/174 73 60.00 86.7 173.3 260.0 40LH260/174 74 59.67 86.7 175.7 275.0 40LH275/176 75 59.67 86.7 175.7 275.0 40LH275/176 76 60.00 86.7 173.3 260.0 40LH260/174 78 60.00 86.7 173.3 260.0 40LH260/174 80 59.67 86.7 175.7 275.0 40LH275/176 82 59.67 86.7 175.7 275.0 40LH275/176 83 60.00 86.7 173.3 260.0 40LH260/174 84 60.00 86.7 173.3 260.0 40LH260/174 85 59.67 86.7 175.7 275.0 40LH275/176 86 59.67 86.7 175.7 275.0 40LH275/176 87 60.00 86.7 173.3 260.0 40LH260/174 88 60.00 86.7 173.3 260.0 40LH260/174 89 59.67 86.7 175.7 275.0 40LH275/176 90 59.67 86.7 175.7 275.0 40LH275/176 91 60.00 86.7 173.3 260.0 40LH260/174 92 60.00 86.7 173.3 260.0 40LH260/174 93 59.67 86.7 175.7 275.0 40LH275/176 94 59.67 86.7 175.7 275.0 40LH275/176 95 60.00 86.7 173.3 260.0 40LH260/174 96 60.00 86.7 173.3 260.0 40LH260/174 97 59.67 86.7 175.7 275.0 40LH275/176 98 59.67 86.7 175.7 275.0 40LH275/176 99 60.00 86.7 173.3 260.0 40LH260/174 100 60.00 86.7 173.3 260.0 40LH260/174 101 59.67 86.7 175.7 275.0 40LH275/176 102 59.67 86.7 175.7 275.0 40LH275/176 103 60.00 86.7 173.3 260.0 40LH260/174 104 60.00 86.7 173.3 260.0 40LH260/174 105 59.67 86.7 175.7 275.0 40LH275/176 106 59.67 86.7 175.7 275.0 40LH275/176 107 60.00 86.7 173.3 260.0 40LH260/174 108 60.00 86.7 173.3 260.0 40LH260/174 109 59.67 86.7 175.7 275.0 40LH275/176 110 59.67 86.7 175.7 275.0 40LH275/176 111 60.00 86.7 173.3 260.0 40LH260/174 112 60.00 86.7 173.3 260.0 40LH260/174 113 59.67 86.7 175.7 275.0 40LH275/176 114 59.67 86.7 175.7 275.0 40LH275/176 115 60.00 86.7 173.3 260.0 40LH260/174 117 60.00 86.7 173.3 260.0 40LH260/174 119 59.67 86.7 175.7 275.0 40LH275/176 121 59.67 86.7 175.7 275.0 40LH275/176 122 60.00 86.7 173.3 260.0 40LH260/174 123 60.00 86.7 173.3 260.0 40LH260/174 124 59.67 86.7 175.7 275.0 40LH275/176 125 59.67 86.7 175.7 275.0 40LH275/176 IC Beam Summary 10 RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structural System Data Base: 2020-12-20 Axis 70 West j $entley Building Code: IBC Page 4/10 12/17/20 14:11:51 Steel Code: AISC 360-16 ASD Joist # Length WDL WLL WTL Joist 126 60.00 86.7 173.3 260.0 40LH260/174 127 60.00 86.7 173.3 260.0 40LH260/174 128 59.67 86.7 175.7 275.0 40LH275/176 129 59.67 86.7 175.7 275.0 40LH275/176 130 60.00 86.7 173.3 260.0 40LH260/174 131 60.00 86.7 173.3 260.0 40LH260/174 132 59.67 86.7 175.7 275.0 40LH275/176 133 59.67 86.7 175.7 275.0 40LH275/176 134 60.00 86.7 173.3 260.0 40LH260/174 135 60.00 86.7 173.3 260.0 40LH260/174 136 59.67 86.7 175.7 275.0 40LH275/176 137 59.67 86.7 175.7 275.0 40LH275/176 138 60.00 86.7 173.3 260.0 40LH260/174 139 60.00 86.7 173.3 260.0 40LH260/174 140 59.67 86.7 175.7 275.0 40LH275/176 141 59.67 86.7 175.7 275.0 40LH275/176 142 60.00 86.7 173.3 260.0 40LH260/174 143 60.00 86.7 173.3 260.0 40LH260/174 144 59.67 86.7 175.7 275.0 40LH275/176 145 59.67 86.7 175.7 275.0 40LH275/176 146 60.00 86.7 173.3 260.0 40LH260/174 147 60.00 86.7 173.3 260.0 40LH260/174 148 59.67 86.7 175.7 275.0 40LH275/176 149 59.67 86.7 175.7 275.0 40LH275/176 150 60.00 86.7 173.3 260.0 40LH260/174 151 60.00 86.7 173.3 260.0 40LH260/174 152 59.67 86.7 175.7 275.0 40LH275/176 153 59.67 86.7 175.7 275.0 40LH275/176 154 60.00 86.7 173.3 260.0 40LH260/174 156 60.00 86.7 173.3 260.0 40LH260/174 158 59.67 86.7 175.7 275.0 40LH275/176 160 59.67 86.7 175.7 275.0 40LH275/176 161 60.00 86.7 173.3 260.0 40LH260/174 162 60.00 86.7 173.3 260.0 40LH260/174 163 59.67 86.7 175.7 275.0 40LH275/176 164 59.67 86.7 175.7 275.0 40LH275/176 165 60.00 86.7 173.3 260.0 40LH260/174 166 60.00 86.7 173.3 260.0 40LH260/174 167 59.67 86.7 175.7 275.0 40LH275/176 168 59.67 86.7 175.7 275.0 40LH275/176 169 60.00 86.7 173.3 260.0 40LH260/174 170 60.00 86.7 173.3 260.0 40LH260/174 171 59.67 86.7 175.7 275.0 40LH275/176 172 59.67 86.7 175.7 275.0 40LH275/176 173 60.00 86.7 173.3 260.0 40LH260/174 174 60.00 86.7 173.3 260.0 40LH260/174 175 59.67 86.7 175.7 275.0 40LH275/176 176 59.67 86.7 175.7 275.0 40LH275/176 177 60.00 86.7 173.3 260.0 40LH260/174 178 60.00 86.7 173.3 260.0 40LH260/174 179 59.67 86.7 175.7 275.0 40LH275/176 180 59.67 86.7 175.7 275.0 40LH275/176 181 60.00 86.7 173.3 260.0 40LH260/174 182 60.00 86.7 173.3 260.0 40LH260/174 183 59.67 86.7 175.7 275.0 40LH275/176 11 Beam Summary 10 RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structural System Data Base: 2020-12-20 Axis 70 West j $entley Building Code: IBC Page 5/10 12/17/20 14:11:51 Steel Code: AISC 360-16 ASD Joist # Length WDL WLL WTL Joist 184 59.67 86.7 175.7 275.0 40LH275/176 185 60.00 86.7 173.3 260.0 40LH260/174 186 60.00 86.7 173.3 260.0 40LH260/174 187 59.67 86.7 175.7 275.0 40LH275/176 188 59.67 86.7 175.7 275.0 40LH275/176 189 60.00 86.7 173.3 260.0 40LH260/174 190 60.00 86.7 173.3 260.0 40LH260/174 191 59.67 86.7 175.7 275.0 40LH275/176 192 59.67 86.7 175.7 275.0 40LH275/176 193 60.00 86.7 173.3 260.0 40LH260/174 195 60.00 86.7 173.3 260.0 40LH260/174 197 59.67 86.7 175.7 275.0 40LH275/176 199 59.67 86.7 175.7 275.0 40LH275/176 200 60.00 86.7 173.3 260.0 40LH260/174 201 60.00 86.7 173.3 260.0 40LH260/174 202 59.67 86.7 175.7 275.0 40LH275/176 203 59.67 86.7 175.7 275.0 40LH275/176 204 60.00 86.7 173.3 260.0 40LH260/174 205 60.00 86.7 173.3 260.0 40LH260/174 206 59.67 86.7 175.7 275.0 40LH275/176 207 59.67 86.7 175.7 275.0 40LH275/176 208 60.00 86.7 173.3 260.0 40LH260/174 209 60.00 86.7 173.3 260.0 40LH260/174 210 59.67 86.7 175.7 275.0 40LH275/176 211 59.67 86.7 175.7 275.0 40LH275/176 212 60.00 86.7 173.3 260.0 40LH260/174 213 60.00 86.7 173.3 260.0 40LH260/174 214 59.67 86.7 175.7 275.0 40LH275/176 215 59.67 86.4 174.8 266.2 40LH267/175 216 60.00 86.7 173.3 260.0 40LH260/174 217 60.00 86.7 173.3 260.0 40LH260/174 218 59.67 86.7 175.7 275.0 40LH275/176 221 55.29 86.7 173.9 266.0 40LH266/174 222 60.00 86.7 173.3 260.0 40LH260/174 223 60.00 86.7 173.3 260.0 40LH260/174 224 59.67 86.7 175.7 275.0 40LH275/176 227 55.29 86.7 173.9 266.0 40LH266/174 228 60.00 86.7 173.3 260.0 40LH260/174 229 60.00 86.7 173.3 260.0 40LH260/174 230 59.67 86.7 175.7 275.0 40LH275/176 232 55.29 86.7 173.9 266.0 40LH266/174 233 60.00 86.7 173.3 260.0 40LH260/174 234 60.00 86.7 173.3 260.0 40LH260/174 235 59.67 86.7 175.7 275.0 40LH275/176 238 55.29 86.7 173.9 266.0 40LH266/174 240 60.00 86.7 173.3 260.0 40LH260/174 242 60.00 86.7 173.3 260.0 40LH260/174 244 59.67 86.7 175.7 275.0 40LH275/176 247 55.29 86.7 173.9 266.0 40LH266/174 248 60.00 86.7 173.3 260.0 40LH260/174 249 60.00 86.7 173.3 260.0 40LH260/174 250 59.67 86.7 175.7 275.0 40LH275/176 252 55.29 86.7 173.9 266.0 40LH266/174 253 60.00 86.7 173.3 260.0 40LH260/174 254 60.00 86.7 173.3 260.0 40LH260/174 IA Beam Summary 10 RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structural System Data Base: 2020-12-20 Axis 70 West j $entley Building Code: IBC Page 6/10 12/17/20 14:11:51 Steel Code: AISC 360-16 ASD Joist # Length WDL WLL WTL Joist 255 59.67 86.7 175.7 275.0 40LH275/176 258 55.29 86.7 173.9 266.0 40LH266/174 259 60.00 86.7 173.3 260.0 40LH260/174 260 60.00 86.7 173.3 260.0 40LH260/174 261 59.67 86.7 175.7 275.0 40LH275/176 263 59.67 86.4 174.8 266.2 40LH267/175 264 60.00 86.7 173.3 260.0 40LH260/174 265 60.00 86.7 173.3 260.0 40LH260/174 266 59.67 86.7 175.7 275.0 40LH275/176 267 59.67 86.7 175.7 275.0 40LH275/176 268 60.00 86.7 173.3 260.0 40LH260/174 269 60.00 86.7 173.3 260.0 40LH260/174 270 59.67 86.7 175.7 275.0 40LH275/176 271 59.67 86.7 175.7 275.0 40LH275/176 272 60.00 86.7 173.3 260.0 40LH260/174 273 60.00 86.7 173.3 260.0 40LH260/174 274 59.67 86.7 175.7 275.0 40LH275/176 275 59.67 86.7 175.7 275.0 40LH275/176 276 60.00 86.7 173.3 260.0 40LH260/174 277 60.00 86.7 173.3 260.0 40LH260/174 278 59.67 86.7 175.7 275.0 40LH275/176 279 59.67 81.0 164.3 257.1 40LH258/165 280 60.00 81.0 162.1 243.1 40LH244/163 281 60.00 81.0 162.1 243.1 40LH244/163 282 59.67 81.0 164.3 257.1 40LH258/165 283 59.67 49.0 99.2 155.3 XXLH156/100 284 60.00 49.0 97.9 146.9 XXLH147/98 285 60.00 49.0 97.9 146.9 XXLH147/98 286 59.67 49.0 99.2 155.3 XXLH156/100 290 59.67 49.0 99.2 155.3 401-1-1156/100 291 60.00 49.0 97.9 146.9 40LH147/98 292 60.00 49.0 97.9 146.9 40LH147/98 293 59.67 49.0 99.2 155.3 401-1-1156/100 294 59.67 81.0 164.3 257.1 40LH258/165 295 60.00 81.0 162.1 243.1 40LH244/163 296 60.00 81.0 162.1 243.1 40LH244/163 297 59.67 81.0 164.3 257.1 40LH258/165 298 59.67 86.7 175.7 275.0 40LH275/176 299 60.00 86.7 173.3 260.0 40LH260/174 300 60.00 86.7 173.3 260.0 40LH260/174 301 59.67 86.7 175.7 275.0 40LH275/176 302 59.67 86.7 175.7 275.0 40LH275/176 303 60.00 86.7 173.3 260.0 40LH260/174 304 60.00 86.7 173.3 260.0 40LH260/174 305 59.67 86.7 175.7 275.0 40LH275/176 306 59.67 86.7 175.7 275.0 40LH275/176 307 60.00 86.7 173.3 260.0 40LH260/174 308 60.00 86.7 173.3 260.0 40LH260/174 309 59.67 86.7 175.7 275.0 40LH275/176 310 59.67 86.7 175.7 275.0 40LH275/176 311 60.00 86.7 173.3 260.0 40LH260/174 312 60.00 86.7 173.3 260.0 40LH260/174 313 59.67 86.7 175.7 275.0 40LH275/176 314 59.67 86.7 175.7 275.0 40LH275/176 315 60.00 86.7 173.3 260.0 40LH260/174 13 Beam Summary 10 RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structural System Data Base: 2020-12-20 Axis 70 West j $entley Building Code: IBC Page 7/10 12/17/20 14:11:51 Steel Code: AISC 360-16 ASD Joist # Length WDL WLL WTL Joist 316 60.00 86.7 173.3 260.0 40LH260/174 317 59.67 86.7 175.7 275.0 40LH275/176 318 59.67 86.7 175.7 275.0 40LH275/176 319 60.00 86.7 173.3 260.0 40LH260/174 320 60.00 86.7 173.3 260.0 40LH260/174 321 59.67 86.7 175.7 275.0 40LH275/176 322 59.67 86.7 175.7 275.0 40LH275/176 323 60.00 86.7 173.3 260.0 40LH260/174 324 60.00 86.7 173.3 260.0 40LH260/174 325 59.67 86.7 175.7 275.0 40LH275/176 326 59.67 86.7 175.7 275.0 40LH275/176 327 60.00 86.7 173.3 260.0 40LH260/174 329 60.00 86.7 173.3 260.0 40LH260/174 331 59.67 86.7 175.7 275.0 40LH275/176 333 59.67 86.7 175.7 275.0 40LH275/176 334 60.00 86.7 173.3 260.0 40LH260/174 335 60.00 86.7 173.3 260.0 40LH260/174 336 59.67 86.7 175.7 275.0 40LH275/176 337 59.67 86.7 175.7 275.0 40LH275/176 338 60.00 86.7 173.3 260.0 40LH260/174 339 60.00 86.7 173.3 260.0 40LH260/174 340 59.67 86.7 175.7 275.0 40LH275/176 341 59.67 86.7 175.7 275.0 40LH275/176 342 60.00 86.7 173.3 260.0 40LH260/174 343 60.00 86.7 173.3 260.0 40LH260/174 344 59.67 86.7 175.7 275.0 40LH275/176 345 59.67 86.7 175.7 275.0 40LH275/176 346 60.00 86.7 173.3 260.0 40LH260/174 347 60.00 86.7 173.3 260.0 40LH260/174 348 59.67 86.7 175.7 275.0 40LH275/176 349 59.67 86.7 175.7 275.0 40LH275/176 350 60.00 86.7 173.3 260.0 40LH260/174 351 60.00 86.7 173.3 260.0 40LH260/174 352 59.67 86.7 175.7 275.0 40LH275/176 353 59.67 86.7 175.7 275.0 40LH275/176 354 60.00 86.7 173.3 260.0 40LH260/174 355 60.00 86.7 173.3 260.0 40LH260/174 356 59.67 86.7 175.7 275.0 40LH275/176 357 59.67 86.7 175.7 275.0 40LH275/176 358 60.00 86.7 173.3 260.0 40LH260/174 359 60.00 86.7 173.3 260.0 40LH260/174 360 59.67 86.7 175.7 275.0 40LH275/176 361 59.67 86.7 175.7 275.0 40LH275/176 362 60.00 86.7 173.3 260.0 40LH260/174 363 60.00 86.7 173.3 260.0 40LH260/174 364 59.67 86.7 175.7 275.0 40LH275/176 365 59.67 86.7 175.7 275.0 40LH275/176 366 60.00 86.7 173.3 260.0 40LH260/174 368 60.00 86.7 173.3 260.0 40LH260/174 370 59.67 86.7 175.7 275.0 40LH275/176 372 59.67 86.7 175.7 275.0 40LH275/176 373 60.00 86.7 173.3 260.0 40LH260/174 374 60.00 86.7 173.3 260.0 40LH260/174 375 59.67 86.7 175.7 275.0 40LH275/176 376 59.67 86.7 175.7 275.0 40LH275/176 T Beam Summary 10 RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structural System Data Base: 2020-12-20 Axis 70 West j $entley Building Code: IBC Page 8/10 12/17/20 14:11:51 Steel Code: AISC 360-16 ASD Joist # Length WDL WLL WTL Joist 377 60.00 86.7 173.3 260.0 40LH260/174 378 60.00 86.7 173.3 260.0 40LH260/174 379 59.67 86.7 175.7 275.0 40LH275/176 380 59.67 86.7 175.7 275.0 40LH275/176 381 60.00 86.7 173.3 260.0 40LH260/174 382 60.00 86.7 173.3 260.0 40LH260/174 383 59.67 86.7 175.7 275.0 40LH275/176 384 59.67 86.7 175.7 275.0 40LH275/176 385 60.00 86.7 173.3 260.0 40LH260/174 386 60.00 86.7 173.3 260.0 40LH260/174 387 59.67 86.7 175.7 275.0 40LH275/176 388 59.67 86.7 175.7 275.0 40LH275/176 389 60.00 86.7 173.3 260.0 40LH260/174 390 60.00 86.7 173.3 260.0 40LH260/174 391 59.67 86.7 175.7 275.0 40LH275/176 392 59.67 86.7 175.7 275.0 40LH275/176 393 60.00 86.7 173.3 260.0 40LH260/174 394 60.00 86.7 173.3 260.0 40LH260/174 395 59.67 86.7 175.7 275.0 40LH275/176 396 59.67 86.7 175.7 275.0 40LH275/176 397 60.00 86.7 173.3 260.0 40LH260/174 398 60.00 86.7 173.3 260.0 40LH260/174 399 59.67 86.7 175.7 275.0 40LH275/176 400 59.67 86.7 175.7 275.0 40LH275/176 401 60.00 86.7 173.3 260.0 40LH260/174 402 60.00 86.7 173.3 260.0 40LH260/174 403 59.67 86.7 175.7 275.0 40LH275/176 404 59.67 86.7 185.9 307.1 40LH308/186 405 60.00 86.7 173.3 260.0 40LH260/174 407 60.00 86.7 173.3 260.0 40LH260/174 409 59.67 86.7 175.7 275.0 40LH275/176 411 59.67 86.7 196.2 339.1 40LH340/197 412 60.00 86.7 173.3 260.0 40LH260/174 413 60.00 86.7 173.3 260.0 40LH260/174 414 59.67 86.7 175.7 275.0 40LH275/176 415 59.67 86.7 196.2 339.1 40LH340/197 416 60.00 86.7 173.3 260.0 40LH260/174 417 60.00 86.7 173.3 260.0 40LH260/174 418 59.67 86.7 175.7 275.0 40LH275/176 419 59.67 86.7 196.2 339.1 40LH340/197 420 60.00 86.7 173.3 260.0 40LH260/174 421 60.00 86.7 173.3 260.0 40LH260/174 422 59.67 86.7 175.7 275.0 40LH275/176 423 59.67 86.7 196.2 339.1 40LH340/197 424 60.00 86.7 173.3 260.0 40LH260/174 425 60.00 86.7 173.3 260.0 40LH260/174 426 59.67 86.7 175.7 275.0 40LH275/176 427 59.67 86.7 196.2 339.1 40LH340/197 428 60.00 86.7 173.3 260.0 40LH260/174 429 60.00 86.7 173.3 260.0 40LH260/174 430 59.67 86.7 175.7 275.0 40LH275/176 431 59.67 86.7 196.2 339.1 40LH340/197 432 60.00 86.7 173.3 260.0 40LH260/174 433 60.00 86.7 173.3 260.0 40LH260/174 434 59.67 86.7 175.7 275.0 40LH275/176 IV: Special Joist Selection TYPICAL JOIST GIRDER DESIGN RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 23:00:23 j $entley Building Code: IBC Floor Type: Roof Beam Number= 2 SPAN INFORMATION (ft): I -End (0.33,180.00) J -End (52.00,180.00) Maximum Depth Limitation specified = 60.00 in Joist Size (Optimum) = 60GSP Total Beam Length (ft) = 51.67 POINT LOADS (kips): Dist DL RedLL Red% NonRLL Storl-L 5.444 5.04 0.00 0.0 0.00 0.00 11.222 5.19 0.00 0.0 0.00 0.00 17.000 5.19 0.00 0.0 0.00 0.00 22.778 5.19 0.00 0.0 0.00 0.00 28.556 5.19 0.00 0.0 0.00 0.00 34.333 5.19 0.00 0.0 0.00 0.00 40.111 5.19 0.00 0.0 0.00 0.00 45.889 5.19 0.00 0.0 0.00 0.00 MOMENTS: Span Cond Moment Center Max + REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction kip -ft 926.2 ft 22.8 Red% Roof -L Red% PartL 0.0 16.20 Snow 0.00 0.0 13.11 Snow 0.00 0.0 10.73 Snow 0.00 0.0 10.40 Snow 0.00 0.0 10.40 Snow 0.00 0.0 10.40 Snow 0.00 0.0 10.40 Snow 0.00 0.0 10.40 Snow 0.00 Left Right 20.74 20.59 49.40 42.64 70.15 63.23 GIRDER SEAT CONNECTION DESIGN PER 12/S4.3 (Grid 2): AISC Table 10-8: For w = 7" and I = 14", with 5/16" weld ===> Pa = 82.6 kips I Joist Girder Selection TYPICAL JOIST GIRDER DESIGN . RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 23:00:23 j $entley Building Code: IBC Floor Type: Roof Beam Number= 367 SPAN INFORMATION (ft): I -End (468.00,60.00) J -End (520.00,60.00) Maximum Depth Limitation specified = 60.00 in Joist Size (Optimum) = 60G9N15.6K Total Beam Length (ft) = 52.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 5.778 5.19 0.00 0.0 0.00 0.00 0.0 10.40 Snow 0.00 11.556 5.19 0.00 0.0 0.00 0.00 0.0 10.40 Snow 0.00 17.333 5.19 0.00 0.0 0.00 0.00 0.0 10.40 Snow 0.00 23.111 5.19 0.00 0.0 0.00 0.00 0.0 10.40 Snow 0.00 28.889 5.19 0.00 0.0 0.00 0.00 0.0 10.40 Snow 0.00 34.667 5.19 0.00 0.0 0.00 0.00 0.0 10.40 Snow 0.00 40.444 5.19 0.00 0.0 0.00 0.00 0.0 10.40 Snow 0.00 46.222 5.19 0.00 0.0 0.00 0.00 0.0 10.40 Snow 0.00 Design Loads (kips) Dead: 5.19 Live: 10.40 Total: 15.59 MOMENTS: Span Cond Moment @ kip -ft ft Center Max + 900.5 26.0 REACTIONS (kips): Left Right DL reaction 20.74 20.74 Max +LL reaction 41.60 41.60 Max +total reaction 62.34 62.34 I Standard Joist Selection TYPICAL JOIST DESIGN RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 23:00:23 j $entley Building Code: IBC Floor Type: Roof Beam Number= 352 SPAN INFORMATION (ft): I -End (444.89,180.00) J -End (444.89,239.67) Maximum Depth Limitation specified = 40.00 in Joist Size (Optimum) = 40LH275/176 Total Beam Length (ft) = 59.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.087 0.000 0.0% Red 0.000 59.666 0.087 0.000 0.000 2 0.000 0.000 0.173 --- Snow 0.000 48.666 0.000 0.173 0.000 3 48.667 0.000 0.173 --- Snow 0.000 59.666 0.000 0.260 0.000 Maximum Total Unif. Load at any location (lbs/ft) : 346.7 Maximum Allowable Total Unif. Load at any location (lbs/ft) : 0.0 Design Loads (lbs/ft) Dead: 86.7 Live: 175.7 Total: 275.0 MOMENTS: Span Cond Moment @ kip -ft ft Center Max + 116.6 29.9 REACTIONS (kips): Left Right DL reaction 2.59 2.59 Max +LL reaction 5.20 5.62 Max +total reaction 7.79 8.20 Standard Joist Selection TYPICAL JOIST DESIGN RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 23:00:23 j $entley Building Code: IBC Floor Type: Roof Beam Number= 431 SPAN INFORMATION (ft): I -End (554.67,0.33) J -End (554.67,60.00) Maximum Depth Limitation specified = 40.00 in Joist Size (Optimum) = 40LH340/197 Total Beam Length (ft) = 59.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.087 0.000 0.0% Red 0.000 59.666 0.087 0.000 0.000 2 0.000 0.000 0.439 --- Snow 0.000 20.000 0.000 0.173 0.000 3 20.000 0.000 0.173 --- Snow 0.000 59.666 0.000 0.173 0.000 Maximum Total Unif. Load at any location (lbs/ft) : 525.8 Maximum Allowable Total Unif. Load at any location (lbs/ft) : 0.0 Design Loads (lbs/ft) Dead: 86.7 Live: 196.2 Total: 339.1 MOMENTS: Span Cond Moment @ kip -ft ft Center Max + 124.7 28.7 REACTIONS (kips): Left Right DL reaction 2.59 2.59 Max +LL reaction 7.53 5.47 Max +total reaction 10.12 8.05 IM Standard Joist Selection TYPICAL JOIST DESIGN RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 23:00:23 j $entley Building Code: IBC Floor Type: Roof Beam Number= 138 SPAN INFORMATION (ft): I -End (184.89,60.00) J -End (184.89,120.00) Maximum Depth Limitation specified = 40.00 in Joist Size (Optimum) = 40LH260/174 Total Beam Length (ft) = 60.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.087 0.000 0.0% Red 0.000 60.000 0.087 0.000 0.000 2 0.000 0.000 0.173 --- Snow 0.000 60.000 0.000 0.173 0.000 Maximum Total Unif. Load at any location (lbs/ft) : 260.0 Maximum Allowable Total Unif. Load at any location (lbs/ft) : 0.0 Design Loads (lbs/ft) Dead: 86.7 Live: 173.3 Total: 260.0 MOMENTS: Span Cond Moment @ kip -ft ft Center Max + 117.0 30.0 REACTIONS (kips): Left Right DL reaction 2.60 2.60 Max +LL reaction 5.20 5.20 Max +total reaction 7.80 7.80 wt Gravity Beam Design RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments j $entley Building Code: IBC Floor Type: Roof Beam Number= 484 (Camber= 3/4) Dead load (in) SPAN INFORMATION (ft): I -End (52.00,120.00) J -End (52.00,180.00) at 30.00 ft = -2.067 Beam Size (Optimum) = 'VO-'+�W18x76 Total Beam Length (ft) = 60.00 Mp (kip -ft) = 397.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.087 0.000 0.0% Red 0.000 60.000 0.087 0.000 0.000 2 0.000 0.000 0.173 --- Snow 0.000 60.000 0.000 0.173 0.000 SHEAR: Max Va (DL+LL) = 7.80 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip -ft ft ft Center Max + DL+LL 117.0 30.0 0.0 Controlling DL+LL 117.0 30.0 0.0 REACTIONS (kips): Left Right DL reaction 2.60 2.60 Max +LL reaction 5.20 5.20 Max +total reaction 7.80 7.80 DEFLECTIONS: (Camber= 3/4) Dead load (in) at 30.00 ft = -1.034 Live load (in) at 30.00 ft = -2.067 Net Total load (in) at 30.00 ft = -2.351 02/15/21 17:21:06 Steel Code: AISC 360-16 ASD Fy = 50.0 ksi Cb S2 Mn / Q kip -ft 1.00 1.67 238.02 1.00 1.67 238.02 L/D = 696 L/D = 348 > 240 L/D = 306 > 240 21 Ratio 0.69 0.78 Axis 70 West Job No.: 20-185 CALCULATIONS FOR: COLUMNS 22 Gravity Column Design Criteria RAM Steel 16.01.00.20 Peak Engineering, Inc. RAM Structural System Data Base: 2020-12-20 Axis 70 West 12/17/20 14:15:05 j $entley Building Code: IBC Steel Code: AISC360-16 ASD DEFAULT SPLICE LEVELS: Level Splice Roof Y DESIGN DEFAULTS: Maximum Angle from column axis at which beam reaction is not split between column sides for calculating unbalanced moments: 30.0 deg. Skip -load the Live Load around Column STANDARD COLUMN TRIAL GROUPS: Trial Group 1 Trial Group 2 Trial Group 3 1 Section W12 W10 W8 Rect. HSS HSS12X12 HSS10X10 HSS8X8 Round HSS HSS10 HSS18 HSS6 HANGING COLUMN TRIAL GROUPS: Trial Group 1 Trial Group 2 Trial Group 3 1 Section W14 W12 W10 Rect. HSS HSS22X22 HSS20X20 HSS18X18 Round HSS HSS20 HSS18 HSS16 Channel C15 C12 C10 Tee WT22 WT20X16 WT20X12 Flat Bar FlatBar FlatBar FlatBar Round Bar RoundBar RoundBar RoundBar Single Angle L12X12 L10X10 L8X8 Double Angle 2L12X12 2L10X10 2L8X8 COLUMN BRACING: Deck Braces Column Maximum Angle from column axis from which beam braces column: 60.0 deg. BASE PLATES: Design Code: AISC360-16 ASD Plate Fy (ksi) 36.000 Minimum Dimension From Face of Column to Edge of Plate (in) 3.000 Minimum Dimension From Side of Column to Edge of Plate (in) 3.000 Increment of Plate Dimensions (in) 1.000 Increment of Plate Thickness (in) 0.125 Minimum Footing Dimension Parallel to Web (ft) 2.00 Minimum Footing Dimension Perpendicular to Web (ft) 2.00 Keep Base Plate Square: Y Column designs revised with eccentric loads applied at Grids 2 and 8, and at storefront entries to match details. 23 Gravity Column Design Summary RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/15/21 17:17:32 j $entley Building Code: IBC Steel Code: AISC360-16 ASD DEMAND/CAPACITY LIMIT FOR STRENGTH: 1.000 Column Line 2-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 88.5 37.4 -5.2 17 0.92 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 2-13 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 95.6 -33.6 4.1 15 0.91 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 2.2-D.8 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 25.5 4.0 0.0 1 0.63 Eq 1-11-1a 0.0 50 HSS8X8X3/16 Column Line 2.7-D.8 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 16.8 -8.8 0.3 1 0.98 Eq 1-11-1a 0.0 50 HSS8X8X1/8 Column Line 3-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.1 29.9 -3.7 17 0.86 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 3-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.9 -29.5 3.7 15 0.86 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 3-13 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 29.5 3.7 14 0.86 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 4-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 -29.5 -3.7 16 0.86 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 4-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.8 29.5 3.7 14 0.86 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 4-13 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 29.5 3.7 14 0.86 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 5-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 -29.5 -3.7 16 0.86 Eq 1-11-1a 0.0 50 HSS12X12X1/4 Column Line 5-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.8 29.5 3.7 14 0.86 Eq 1-11-1a 0.0 50 HSS12 42X1/4 Gravity Column Design Summary RAM Steel 17.02.00.130 Page 2/4 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/15/21 17:17:32 j $entley Building Code: IBC Steel Code: AISC360-16 ASD Column Line 5-13 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 6-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.6 -29.6 -3.7 16 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 6-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.8 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 6-13 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 6.6-D.8 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 14.3 7.3 0.2 1 0.83 Eq H1 -1a 0.0 50 HSS8X8X1/8 Column Line 7-D.8 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 29.6 0.0 -4.5 1 0.73 Eq H1 -1a 0.0 50 HSS8X8X3/16 Column Line 7-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 92.7 28.8 -3.8 17 0.84 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 7-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.9 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 7-13 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 7.4-D.8 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 14.3 -7.3 0.2 1 0.83 Eq H1 -1a 0.0 50 HSS8X8X1/8 Column Line 8-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.6 37.1 0.0 8 0.90 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 8-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.8 37.0 0.0 8 0.90 Eq H1 -1a 0.0 50 HSS12X12X1/4 25 Gravity Column Design Summary RAM Steel 17.02.00.130 Page 3/4 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/15/21 17:17:32 j $entley Building Code: IBC Steel Code: AISC360-16 ASD Column Line 8-13 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 37.0 0.0 8 0.90 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 9-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 -29.5 -3.7 16 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 9-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.9 -29.5 3.7 15 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 9-13 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 -29.5 3.7 15 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 10-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 -29.5 -3.7 16 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 10-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.8 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 10-B Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 11-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 95.9 30.2 3.8 14 0.88 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 11-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.8 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 11-B Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 94.7 29.5 3.7 14 0.86 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 12-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 90.0 -34.5 3.9 15 0.89 Eq H1 -1a 0.0 50 HSS12X12X1/4 Column Line 12-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 89.3 -33.4 3.7 15 0.87 Eq H1 -1a 0.0 50 HSS12X12X1/4 26 Gravity Column Design Summary RAM Steel 17.02.00.130 Page 4/4 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/15/21 17:17:32 j $entley Building Code: IBC Steel Code: AISC360-16 ASD Column Line 12-B Level Roof Column Line 12.1-D.9 Level Roof Pa Max 89.2 -33.4 Pa Max 14.9 7.5 Column Line 592.00ft-4.38ft Level Pa Roof 26.1 Column Line 12.9-D.9 Level Pa Roof 13.3 Column Line 607.63ft-20.00ft Level Pa Roof 2.5 Max -3.2 Max -6.7 Max 0.0 May LC Interaction Eq. Angle Fy Size 3.7 15 0.87 Eq H1 -1a 0.0 50 HSS12X12X1/4 May LC Interaction Eq. Angle Fy Size 0.3 1 0.86 Eq H1 -1a 0.0 50 HSS8X8X1/8 May LC Interaction Eq. Angle Fy Size 0.0 1 0.98 Eq H1 -1a 0.0 50 HSS8X8X1/8 May LC Interaction Eq. Angle Fy Size -0.2 1 0.77 Eq H1 -1a 0.0 50 HSS8X8X1/8 May LC Interaction Eq. Angle Fy Size -1.0 10 0.09 Eq H1 -1b 0.0 50 HSS8X8X1/8 Column Line 12.9-D.4 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 2.4 0.0 1.1 1 0.10 Eq H1 -1b 0.0 50 HSS8X8X1/8 Refer to storefront framing design (permit calcs) for HSS 8x8 entry column/base plate designs 27 Gravity Column Design RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments j $entley Building Code: IBC Story level Roof, Column Line 2-B, Column # 2 (Sim. for Line 2-C) Fy (ksi) = 50.00 Column Size Orientation (deg.) = 0.0 INPUT DESIGN PARAMETERS: K Braced Against Joint Translation Column Eccentricity (in) Top Bottom CONTROLLING AXIAL COLUMN LOADS - Skip -Load Case 1: Axial (kip) DEMAND CAPACITY RATIO: Pa (kip) = 142.41 (DL + RF) Pnx/1.67 (kip) Pny/1.67 (kip) Pn/1.67 (kip) DEMAND/CAPACITY LIMIT FOR STRENGTH: 1.000 GRID 2 INTERIOR COLUMN DESIGN 02/12/21 22:59:52 Steel Code: AISC360-16 ASD = HSS12X12X1/4 X -Axis Y -Axis 34.00 34.00 1 1 Yes Yes 9.50 9.50 0.00 0.00 Dead Live Roof 47.77 0.00 94.64 178.92 178.92 178.92 CONTROLLING COMBINED COLUMN LOADS - Skip -Load Case 15: 95.61 Dead Axial (kip) 47.77 Moments Top Mx (kip -ft) 0.12 My (kip -ft) 0.01 Bot Mx (kip -ft) 0.00 My (kip -ft) 0.00 Single curvature about X -Axis Single curvature about Y -Axis CALCULATED PARAMETERS: (DL + RF) Pa (kip) = 95.61 Max (kip -ft) _ -33.64 May (kip -ft) = 4.13 Rm = 1.00 Cbx = 1.67 Cmx = 0.60 Pex (kip) = 426.41 B1x = 1.00 INTERACTION EQUATION Pa/(Pn/1.67)) = 0.534 Eq 1-11-1a: 0.534 + 8/9(0.378 + 0.046) = 0.912 Pa/(Pnx/1.67) Pa/(Pny/1.67) Pa/(Pn/1.67) Live 0.00 0.00 0.00 0.00 0.00 Pn/1.67 (kip) = 178.92 Mnx/1.67 (kip -ft) = 88.94 Mny/1.67 (kip -ft) = 88.94 Cby = 1.67 Cmy = 0.60 Pey (kip) = 426.41 B1y = 1.00 Roof 47.84 -33.76 4.12 0.00 0.00 :, 0.796 0.796 0.796 Gravity Column Design RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments j $entley Building Code: IBC Story level Roof, Column Line 11-D, Column # 32 Fy (ksi) = 50.00 Column Size Orientation (deg.) = 0.0 INPUT DESIGN PARAMETERS: K Braced Against Joint Translation Column Eccentricity (in) Top Bottom CONTROLLING AXIAL COLUMN LOADS - Skip -Load Case 1: Axial (kip) DEMAND CAPACITY RATIO: Pa (kip) = 142.73 (DL + RF) Pnx/1.67 (kip) Pny/1.67 (kip) Pn/1.67 (kip) DEMAND/CAPACITY LIMIT FOR STRENGTH: 1.000 TYPICAL INTERIOR COLUMN DESIGN 02/12/21 23:00:46 Steel Code: AISC360-16 ASD = HSS12X12X1/4 X -Axis Y -Axis 34.00 34.00 1 1 Yes Yes 8.50 8.50 0.00 0.00 Dead Live Roof 47.92 0.00 94.81 178.92 178.92 178.92 CONTROLLING COMBINED COLUMN LOADS - Skip -Load Case 14: 95.92 Dead Axial (kip) 47.92 Moments Top Mx (kip -ft) 0.00 My (kip -ft) -0.01 Bot Mx (kip -ft) 0.00 My (kip -ft) 0.00 Single curvature about X -Axis Single curvature about Y -Axis CALCULATED PARAMETERS: (DL + RF) Pa (kip) = 95.92 Max (kip -ft) = 30.23 May (kip -ft) = 3.77 Rm = 1.00 Cbx = 1.67 Cmx = 0.60 Pex (kip) = 426.41 B1x = 1.00 INTERACTION EQUATION Pa/(Pn/1.67)) = 0.536 Eq 1-11-1a: 0.536 + 8/9(0.340 + 0.042) = 0.876 Pa/(Pnx/1.67) Pa/(Pny/1.67) Pa/(Pn/1.67) Live 0.00 0.00 0.00 0.00 0.00 Pn/1.67 (kip) = 178.92 Mnx/1.67 (kip -ft) = 88.94 Mny/1.67 (kip -ft) = 88.94 Cby = 1.67 Cmy = 0.60 Pey (kip) = 426.41 B1y = 1.00 Roof 48.01 30.23 3.78 0.00 0.00 w 0.798 0.798 0.798 Base Plate Design Summary RAM Steel 17.02.00.130 RAM Structurals,,. Data Base: 2021-02-2021 Axis 70 West - permit comments 02/15/21 17:21:06 j $entley Building Code: IBC Steel Code: AISC360-16 ASD BASE PLATES: Design Code: AISC360-16 ASD Plate Fy (ksi) 36.000 Minimum Dimension From Face of Column to Edge of Plate (in) 3.000 Minimum Dimension From Side of Column to Edge of Plate (in) 3.000 Increment of Plate Dimensions (in) 1.000 Increment of Plate Thickness (in) 0.125 Minimum Footing Dimension Parallel to Web (ft) 2.00 Minimum Footing Dimension Perpendicular to Web (ft) 2.00 Keep Base Plate Square: Y Column Line Column Size Fy N B tp (ksi) (in) (in) (in) 2-C HSS12X12X1/4 36 18.00 18.00 0.625 2-B HSS12X12X1/4 36 18.00 18.00 0.750 2.2-D.8 HSS8X8X3/16 36 14.00 14.00 0.375 2.7-D.8 HSS8X8X1/8 36 14.00 14.00 0.375 3-D HSS12X12X1/4 36 18.00 18.00 0.750 3-C HSS12X12X1/4 36 18.00 18.00 0.750 3-B HSS12X12X1/4 36 18.00 18.00 0.750 4-D HSS12X12X1/4 36 18.00 18.00 0.750 4-C HSS12X12X1/4 36 18.00 18.00 0.750 4-B HSS12X12X1/4 36 18.00 18.00 0.750 5-D HSS12X12X1/4 36 18.00 18.00 0.750 5-C HSS12X12X1/4 36 18.00 18.00 0.750 5-B HSS12X12X1/4 36 18.00 18.00 0.750 6-D HSS12X12X1/4 36 18.00 18.00 0.750 6-C HSS12X12X1/4 36 18.00 18.00 0.750 6-B HSS12X12X1/4 36 18.00 18.00 0.750 6.6-D.8 HSS8X8X1/8 36 14.00 14.00 0.375 7-D.8 HSS8X8X3/16 36 14.00 14.00 0.500 7-D HSS12X12X1/4 36 18.00 18.00 0.750 7-C HSS12X12X1/4 36 18.00 18.00 0.750 7-B HSS12X12X1/4 36 18.00 18.00 0.750 7.4-D.8 HSS8X8X1/8 36 14.00 14.00 0.375 8-D HSS12X12X1/4 36 18.00 18.00 0.750 8-C HSS12X12X1/4 36 18.00 18.00 0.750 8-B HSS12X12X1/4 36 18.00 18.00 0.750 9-D HSS12X12X1/4 36 18.00 18.00 0.750 9-C HSS12X12X1/4 36 18.00 18.00 0.750 9-B HSS12X12X1/4 36 18.00 18.00 0.750 10-D HSS12X12X1/4 36 18.00 18.00 0.750 10-C HSS12X12X1/4 36 18.00 18.00 0.750 10-B HSS12X12X1/4 36 18.00 18.00 0.750 11-D HSS12X12X1/4 36 18.00 18.00 0.750 11-C HSS12X12X1/4 36 18.00 18.00 0.750 11-B HSS12X12X1/4 36 18.00 18.00 0.750 12-D HSS12X12X1/4 36 18.00 18.00 0.750 12-C HSS12X12X1/4 36 18.00 18.00 0.750 12-B HSS12X12X1/4 36 18.00 18.00 0.625 12.1-D.9 HSS8X8X1/8 36 14.00 14.00 0.375 592.00ft-4.38ft HSS8X8X1/8 36 14.00 14.00 0.375 12.9-D.9 HSS8X8X1/8 36 14.00 14.00 0.375 607.63ft-20.00ft HSS8X8X1/8 36 14.00 14.00 0.125 12.9-D.4 HSS8X8X1/8 36 14.00 14.00 0.125 30 Refer to storefront framing design for HSS 8x8 entry column/base plate designs Base Plate Design INTERIOR COLUMN BASEPLATE DESIGN - GRID 2 RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 23:02:08 j $entley Building Code: IBC Steel Code: AISC360-16 ASD BASE PLATES: Design Code: AISC360-16 ASD Plate Fy (ksi) 36.000 Minimum Dimension From Face of Column to Edge of Plate (in) 3.000 Minimum Dimension From Side of Column to Edge of Plate (in) 3.000 Increment of Plate Dimensions (in) 1.000 Increment of Plate Thickness (in) 0.125 Minimum Footing Dimension Parallel to Web (ft) 2.00 Minimum Footing Dimension Perpendicular to Web (ft) 2.00 Keep Base Plate Square: Y Base Plate level Roof, Column Line 2-B BASEPLATE DIMENSIONS: N (parallel to web) (in) 18.00 B (perpendicular to web) (in) 18.00 Plate Thickness (in) 0.750 Plate Fy (ksi) 36.0 COLUMN DATA 576.00 Column Size HSS12X12X1/4 Dead Load (kips) 47.77 Live Load (kips) 0.00 Roof Load (kips) 94.64 Ultimate Load (kips) 142.41 BEARING: Concrete f (ksi) 3.00 Size of concrete support (ft x ft) 2.00 x 2.00 Area of concrete support (sq in) 576.00 Eff Area of support (A2) (sq in) 576.00 Area Required for Bearing (sq in) 64.50 Area of Plate (Al) (sq in) 324.00 Square Root of (A2/A1) 1.33 Pp/2.31 (kips) 476.88 CALCULATED DIMENSIONS: m [N -0.95d]/2.0 (in) 3.300 n [B -0.95b]/2.0 (in) 3.300 Thickness Required (in) 0.666 Checked for cantilever portion only 31 Base Plate Design INTERIOR COLUMN BASEPLATE DESIGN - TYP. RAM Steel 17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 23:01:33 j $entley Building Code: IBC Steel Code: AISC360-16 ASD BASE PLATES: Design Code: AISC360-16 ASD Plate Fy (ksi) 36.000 Minimum Dimension From Face of Column to Edge of Plate (in) 3.000 Minimum Dimension From Side of Column to Edge of Plate (in) 3.000 Increment of Plate Dimensions (in) 1.000 Increment of Plate Thickness (in) 0.125 Minimum Footing Dimension Parallel to Web (ft) 2.00 Minimum Footing Dimension Perpendicular to Web (ft) 2.00 Keep Base Plate Square: Y Base Plate level Roof, Column Line 11-D BASEPLATE DIMENSIONS: N (parallel to web) (in) 18.00 B (perpendicular to web) (in) 18.00 Plate Thickness (in) 0.750 Plate Fy (ksi) 36.0 COLUMN DATA 576.00 Column Size HSS12X12X1/4 Dead Load (kips) 47.92 Live Load (kips) 0.00 Roof Load (kips) 94.81 Ultimate Load (kips) 142.73 BEARING: Concrete f (ksi) 3.00 Size of concrete support (ft x ft) 2.00 x 2.00 Area of concrete support (sq in) 576.00 Eff Area of support (A2) (sq in) 576.00 Area Required for Bearing (sq in) 64.65 Area of Plate (Al) (sq in) 324.00 Square Root of (A2/A1) 1.33 Pp/2.31 (kips) 476.88 CALCULATED DIMENSIONS: m [N -0.95d]/2.0 (in) 3.300 n [B -0.95b]/2.0 (in) 3.300 Thickness Required (in) 0.667 Checked for cantilever portion only 32 Axis 70 West Job No.: 20-185 CALCULATIONS FOR: LATERAL 33 Job No.: 20-185 Designed by: MFOX Project: Axis 70 West Feature: Lateral Detail: Seismic Seismic Loads - 1 story Tilt -UD Buildina - 121 3 -Sided diaphragms Roof Area - Diaphragm 1 82,680 ft Roof Area - Diaphragm 2 59,520 ft Roof DL 15 psf Seismic Response, Cs 0.049 (Cs revised to match building design criteria) North Wall South Wall East Wall West Wall Avg. panel thickness 8.0 in 8.0 in 8.0 in 8.3 in Avg. panel height 36.0 ft 37.5 ft 33.5 ft 39.0 ft Avg. diaphragm height 33.3 ft 33.3 ft 30.5 ft 35.0 ft Total Wall Length 240.0 ft 240.0 ft 612.0 ft 612.0 ft Wall weight 100 psf 100 psf 100 psf 103 psf Total Wall Weight 465 kips 501 kips 1117 kips 1357 kips Total Roof Area 142,200 ft Roof WT 2133 kips c„ Seismic Base Shear 273 kips Diaphragm 1 Diaphragm 2 North South 60769.8 L1 = 364 ft L2 = 248 ft Diaphragm Forces West Diaphragm 1 Diaphragm 2 Diaphragm Length, L1 364 ft Diaphragm Length, L2 248 ft Load in N/S Direction 156 kips Load in N/S Direction 117 kips Distributed, N/S 649 plf Distributed, N/S 489 plf See Enercalc for diaphragm loads/design 34 PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING DESIGNED BY: WA-F DATE: I�M NA/4y PAGE: �( �.(� West Joe No.:1 ,� � /� PROJECT. / � [tet s - �/ Wes FEATURE: � +Lal W oA& DETAIL: Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: EW Wind - north diaphragm 1 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 52.0 ft Applied Loads Uniform Load : W = 0.8420 klft, Tributary Width= 1.0ft DESIGN SUMMARY Project Title: Engineer: Project ID: Project Descr: Printed: 21 DEC 2020, 12:01 AN File = K: Trojects12020120-185 Axis 70 WesKalculatioWEnercalcwis 70 West.ec6 Software copyright ENERCALC, INC. 1983-2019, BuildA2.19.11.12 Area= 10.0 in"2 Momentoflnertia = 100.0 in"4 W(0-842) X Span = 52-0 ft Service loads entered. Load Factors will be applied for calculations Maximum Bending = 284.596 k -ft Maximum Shear= 21.892 k Load Combination +1.20D+0.50Lr+L+W+1.60H Load Combination +1.20D+0.50Lr+L+W+1.60H Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 26.000ft Location of maximum on span 0.000 ft Maximum Deflection +D+0.750L+0.750S+H Max Downward Transient Deflection 48.147 in 12 13.135 Max Upward Transient Deflection 0.764 in 816 +D+0.750L+0.750S+0.450W+H Max Downward Total Deflection 28.888 in 21 13.135 Max Upward Total Deflection 0.344 in 1814 Vertical Reactions Load Combination Support 1 Support 2 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H 13.135 13.135 +D+0.750Lr+0.750L+0.450W+H 9.851 9.851 +D+0.750L+0.750S+0.450W+H 9.851 9.851 +0.60D+0.60W+0.60H 13.135 13.135 +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only 21.892 21.892 E Only H Only Support notation : Far left is #1 Values in KIPS 36 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: E -W Wind - north diaphragm 2 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 312.0 ft Project Title: Engineer: Project ID: Project Descr: Printed: 20 DEC 2020, 5:28PN File = K: Trojects12020120-185 Axis 70 WesKalculatioWEnercalcwis 70 West.ec6 Software copyright ENERCALC, INC. 1983-2019, BuildA2.19.11.12 Area= 10.0 in"2 Momentoflnertia = 100.0 in"4 Span = 312-0 ft Applied Loads Load for Span Number 1 Uniform Load : W = 0.1520 klft, Extent = 0.0 -->> 27.0 ft, Tributary Width =1.0 ft Uniform Load : W = 0.690 klft, Tributary Width =1.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations Maximum Bending = 33639.084 k -ft Maximum Shear= 219.384 k Load Combination +1.20D+0.50Lr+L+W+1.60H Load Combination +1.20D+0.50Lr+L+W+1.60H Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 0.000ft Location of maximum on span 0.000 ft Maximum Deflection +D+0.750L+0.750S+H +D+0.60W+H Max Downward Transient Deflection ####.### in 0 +D+0.750L+0.750S+0.450W+H Max Upward Transient Deflection 0.000 in 0 +D+0.70E+0.60H Max Downward Total Deflection ####.### in 0 +0.60D+0.70E+H Max Upward Total Deflection 0.000 in 0 Lr Only Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 219.384 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H 131.630 +D+0.750Lr+0.750L+0.450W+H 98.723 +D+0.750L+0.750S+0.450W+H 98.723 +0.60D+0.60W+0.60H 131.630 +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only 219.384 E Only H Only Support notation : Far left is #1 Values in KIPS 37 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: E -W Wind - south diaphragm 3 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 248.0 ft Project Title: Engineer: Project ID: Project Descr: Printed: 22 DEC 2020, 1:43PN File = K: Trojects12020120-185 Axis 70 WesKalculatioWEnercalcwis 70 West.ec6 Software copyright ENERCALC, INC. 1983-2019, BuildA2.19.11.12 Area= 10.0 in"2 Momentoflnertia = 100.0 in"4 W(o-69) W(0-25) Span = 248-0 ft Applied Loads Load for Span Number 1 Uniform Load : W = 0.250 klft, Extent = 0.0 -->> 52.0 ft, Tributary Width =1.0 ft Uniform Load : W = 0.690 klft, Tributary Width =1.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations Maximum Bending = 21556.880 k -ft Maximum Shear= 184.120 k Load Combination +1.20D+0.50Lr+L+W+1.60H Load Combination +1.20D+0.50Lr+L+W+1.60H Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 0.000ft Location of maximum on span 0.000 ft Maximum Deflection +D+0.750L+0.750S+H +D+0.60W+H Max Downward Transient Deflection ####.### in 0 +D+0.750L+0.750S+0.450W+H Max Upward Transient Deflection 0.000 in 0 +D+0.70E+0.60H Max Downward Total Deflection ####.### in 0 +0.60D+0.70E+H Max Upward Total Deflection 0.000 in 0 Lr Only Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 184.120 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H 110.472 +D+0.750Lr+0.750L+0.450W+H 82.854 +D+0.750L+0.750S+0.450W+H 82.854 +0.60D+0.60W+0.60H 110.472 +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only 184.120 E Only H Only Support notation : Far left is #1 Values in KIPS Reel Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: N -S Wind General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 240.0 ft Project Title: Engineer: Project ID: Project Descr: Printed: 21 DEC 2020, 9:52PN File = K: Trojects12020120-185 Axis 70 WesKalculatioWEnercalcwis 70 West.ec6 Software copyright ENERCALC, INC. 1983-2019, BuildA2.19.11.12 Area= 10.0 in"2 Momentoflnertia = 100.0 in"4 W(0-08) a a a a b W(011) W(0-226) W(0-69) Span = 240-0 ft Applied Loads Uniform Load : W = 0.690 klft, Tributary Width= 1.0ft Uniform Load : W = 0.2260 klft, Extent = 0.0 -->> 45.0 ft, Tributary Width =1.0 ft Uniform Load : W = 0.110 klft, Extent = 213.0 -->> 240.0 ft, Tributary Width =1.0 ft Service loads entered. Load Factors will be applied for calculations Uniform Load : W = 0.080 klft, Extent = 76.50 -->> 103.50 ft, Tributary Width =1.0 ft DESIGN SUMMARY Maximum Bending = 5,201.504 k -ft Maximum Shear= 93.534 k Load Combination +1.20D+0.50Lr+0.50L+W+1.60H Load Combination +1.20D+0.50Lr+0.50L+W+1.60H Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 117.600ft Location of maximum on span 0.000 ft Maximum Deflection +D+S+H Max Downward Transient Deflection ####.### in 0 Max Upward Transient Deflection 301.151 in 9 Max Downward Total Deflection ####.### in 0 +D+0.70E+H Max Upward Total Deflection 135.518 in 21 42.090 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 93.534 87.366 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H 56.120 52.420 +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H 42.090 39.315 +D+0.750L+0.750S+0.450W+H 42.090 39.315 +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H 56.120 52.420 +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only 93.534 87.366 E Only H Only Support notation : Far left is #1 Values in KIPS 39 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: EW Seismic - 52' diaphragm 1(north) General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 52.0 ft X Applied Loads Uniform Load : E = 0.4610 klft, Tributary Width =1.0 ft DESIGN SUMMARY Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Area = Span = 52-0 ft Software Printed: 12 FEB 2021. 12:31 PN ENERCALC, INC. 1983-2020, Build 12.20.8.2, 10.0 in"2 Moment of Inertia = 100.0 in"4 X Service loads entered. Load Factors will be applied for calculations Maximum Bending = 155.818 k -ft Maximum Shear= 11.986 k Load Combination +1.20D+L+0.20S+E+1.60H Load Combination +1.20D+L+0.20S+E+1.60H Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 26.000ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 26.361 in 23 Max Upward Transient Deflection 0.418 in 1491 Max Downward Total Deflection 18.453 in 33 Max Upward Total Deflection 0.220 in 2840 Vertical Reactions "= Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only E Only H Only 8.390 6.293 8.390 8.390 6.293 8.390 11.986 11.986 all Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: EW Seismic- north diaphragm 2 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 312.0 ft Applied Loads Uniform Load : E = 0.4610 klft, Tributary Width= 1.0ft, (461) DESIGN SUMMARY Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Software Printed: 12 FEB 2021, 12:39PN ENERCALC, INC. 1983-2020, Build 12.20.8.2, Area= 10.0 in"2 Momentoflnertia = 100.0 in"4 Span = 312-0 ft Service loads entered. Load Factors will be applied for calculations Maximum Bending = 22437.792 k -ft Maximum Shear= 143.832 k Load Combination +1.20D+L+0.20S+E+1.60H Load Combination +1.20D+L+0.20S+E+1.60H Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 0.000ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection ####.### in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection ####.### in 0 Max Upward Total Deflection 0.000 in 0 Vertical Reactions "= Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only E Only H Only 100.682 75.512 100.682 143.832 41 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: EW Seismic- south diaphragm 3 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 248.0 ft Applied Loads Uniform Load : E = 0.4730 klft, Tributary Width= 1.0ft DESIGN SUMMARY Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Software Printed: 12 FEB 2021, 12:09PN ENERCALC, INC. 1983-2020, Build 12.20.8.2, Area= 10.0 in"2 Momentoflnertia = 100.0 in"4 Span = 248-0 ft Service loads entered. Load Factors will be applied for calculations Maximum Bending = 14545.696 k -ft Maximum Shear= Load Combination +1.20D+L+0.20S+E+1.60H Load Combination Span # where maximum occurs Span # 1 Span # where maximum occurs Location of maximum on span 0.000ft Location of maximum on span Maximum Deflection Max Downward Transient Deflection ####.### in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection ####.### in 0 Max Upward Total Deflection 0.000 in 0 117.304 k +1.20 D+L+0.20S+E+1.60 H Span # 1 0.000 ft Vertical Reactions "= Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only E Only H Only 82.113 61.585 82.113 117.304 42 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: N -S Seismic - north diaphragm 112 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 240.0 ft Applied Loads Uniform Load : E = 0.650 klft, Tributary Width =1.0 ft DESIGN SUMMARY Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Area = Span = 240-0 ft Software Printed: 12 FEB 2021, 12:45PN ENERCALC, INC. 1983-2020, Build 12.20.8.2, 10.0 in"2 Moment of Inertia = 100.0 in"4 Service loads entered. Load Factors will be applied for calculations Maximum Bending = 4,680.000 k -ft Maximum Shear= 78.0 k Load Combination +1.20D+L+0.20S+E+1.60H Load Combination +1.20D+L+0.20S+E+1.60H Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 120.000ft Location of maximum on span 0.000 ft Maximum Deflection +D+0.750L+0.750S+H Max Downward Transient Deflection ####.### in 0 +D+0.750Lr+0.750L+0.450W+H Max Upward Transient Deflection 267.709 in 10 +0.60D+0.60W+0.60H Max Downward Total Deflection ####.### in 0 +D+0.750L+0.750S+0.5250E+H 40.950 Max Upward Total Deflection 140.547 in 20 D Only Vertical Reactions "= Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 78.000 78.000 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H 54.600 54.600 +D+0.750L+0.750S+0.5250E+H 40.950 40.950 +0.60D+0.70E+H 54.600 54.600 D Only Lr Only L Only S Only W Only E Only 78.000 78.000 H Only 43 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Beam DESCRIPTION: N -S Seismic- south diaphragm 3 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 240.0 ft Applied Loads Uniform Load : E = 0.490 klft, Tributary Width =1.0 ft DESIGN SUMMARY Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Area = Span = 240-0 ft Software Printed: 12 FEB 2021, 4:19PN ENERCALC, INC. 1983-2020, Build 12.20.8.2, 10.0 in"2 Moment of Inertia = 100.0 in"4 Service loads entered. Load Factors will be applied for calculations Maximum Bending = 3,528.000 k -ft Maximum Shear= 58.80 k Load Combination +1.20D+L+0.20S+E+1.60H Load Combination +1.20D+L+0.20S+E+1.60H Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Location of maximum on span 120.000ft Location of maximum on span 0.000 ft Maximum Deflection +D+0.750L+0.750S+H Max Downward Transient Deflection ####.### in 0 +D+0.750Lr+0.750L+0.450W+H Max Upward Transient Deflection 201.811 in 14 +0.60D+0.60W+0.60H Max Downward Total Deflection 8899.882 in 0 +D+0.750L+0.750S+0.5250E+H 30.870 Max Upward Total Deflection 105.951 in 27 D Only Vertical Reactions "= Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 58.800 58.800 Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H 41.160 41.160 +D+0.750L+0.750S+0.5250E+H 30.870 30.870 +0.60D+0.70E+H 41.160 41.160 D Only Lr Only L Only S Only W Only E Only 58.800 58.800 H Only PEAK ENGINEERING, INC. 303-274-0707, FAX: 303-274-0808 Project: Axis 70 West Date: 2/12/2021 Job No.: 20-185 Designed by: MAF Page: Feature: EW roof Detail: EastfWest - north Diaphragm Shear and Chord Design Diaphragm Span Diaphragm Shear Depth Diaphragm Moment Depth Deck Shear Factor - Wind Deck Shear Factor - Earthquake For service loads 52 ft Divide Earthquake Loads by 1.4 150 ft Divide Wind Loads by 1.67 150 ft Chord Fy 36 ksi Weld Strength 70 ksi 1.00 (for use with 2008 Vulcraft Tables) 0.78 (for use with 2008 Vulcraft Tables) Method 1 - Uniform Wind Load and Concentrated Earthquake Load Uniform Wind Load 0 Iblft 1.67 = 170 ft -k Direct Wind Left End Reaction Point Earthquake Load 0 k at 60 ft from left end 22 k Wind Moment ft -k Direct Earthquake Moment 156 ft -k 1.40 = Wind Left End Reaction 0.0 k 12 k 1.67 = 0.0 k Wind Right End Reaction 0.0 k 1.10 = 1.67 = 0.0 k Earthquake Moment ft -k 1.40 = ft -k Earthquake Left End Reaction 0.0 k Design Left End Reaction 13.1 k 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k 1.10 = 0.0 k Method 2 - Point Load Point Wind Load 0 k at midspan Point Earthquake Load 0 k at Oft from left end Wind Moment ft -k Wind Left End Reaction 0.0 k 1.67 = 0.0 k Wind Right End Reaction 0.0 k 1.67 = 0.0 k Earthquake Moment ft -k 1.40 = ft -k Earthquake Left End Reaction 0.0 k 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k 1.10 = 0.0 k Method 3 - Direct Entry of Moment and Reactions Direct Wind Moment 285 ft -k 1.67 = 170 ft -k Direct Wind Left End Reaction 22 k 1.67 = 13.1 k Direct Wind Right End Reaction 22 k 1.67 = 13.1 k Direct Earthquake Moment 156 ft -k 1.40 = 111 ft -k Direct Earthquake Left End Reaction 12 k 1.10 = 10.9 k Direct Earthquake Right End Reaction 12 k 1.10 = 10.9 k Select Load Entry Method 0 Design Moment 170 ft -k Design Tension 1.0 k Design Left End Reaction 13.1 k Design Left End Shear 87 Ib/ft Design Right End Reaction 13.1 k Design Rlght End Shear 87 Ib/ft Steel Chord Design Area of Steel Required 0.0 in^2 Horizontal splice bar width 1.50 in Vertical splice bar width 1.50 in Required splice bar thickness 0.01 in Chord Design for Concrete Floor Splice weld size 0.25 Horizontal splice bar weld length required 0.1 in Vertical splice bar weld length required 0.1 in Mu 273ft-k (1) #3 = 0.11 in^2 Area of Steel Required 0.04 in^2 (1) #4 = 0.20 in^2 (1) #5 = 0.31 in^2 K:\Projects\2020\20-185 Axis 70 West\Calculations\Spread6hbets\Diaphrag m and chords - 3 -sided fiWd P El -W-06 PEAK ENGINEERING, INC. 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Project: Axis 70 West Feature: EW roof Diaphragm Shear and Chord Design Diaphragm Span Diaphragm Shear Depth Diaphragm Moment Depth Deck Shear Factor - Wind Deck Shear Factor - Earthquake Date: 2/12/2021 Designed by: MAF Page: Detail: EastlWest- north diaphragm 2 For service loads 0 lb/ft 312 ft Divide Earthquake Loads by 1.4 240 ft Divide Wind Loads by 1.67 240 ft Chord Fy 36 ksi Weld Strength 70 ksi 1.00 (for use with 2008 Vulcraft Tables) 0.78 (for use with 2008 Vulcraft Tables) Method 1 - Uniform Wind Load and Concentrated Earthquake Load Uniform Wind Load 0 lb/ft / 1.67 = 20,144 ft -k Direct Wind Left End Reaction Point Earthquake Load 0 k at 60 ft from left end 219 k Wind Moment ft -k Direct Earthquake Moment 22,438 ft -k / 1.40 = Wind Left End Reaction 0.0 k / 1.67 = 0.0 k Wind Right End Reaction 0.0 k / 1.67 = 0.0 k Earthquake Moment ft -k / 1.40 = ft -k Earthquake Left End Reaction 0.0 k / 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k / 1.10 = 0.0 k Method 2 - Point Load Point Wind Load 0 k at midspan Point Earthquake Load 0 k at 0 ft from left end Wind Moment ft -k Wind Left End Reaction 0.0 k / 1.67 = 0.0 k Wind Right End Reaction 0.0 k / 1.67 = 0.0 k Earthquake Moment ft -k / 1.40 = ft -k Earthquake Left End Reaction 0.0 k / 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k / 1.10 = 0.0 k Method 3 - Direct Entry of Moment and Reactions Direct Wind Moment 33,640 ft -k / 1.67 = 20,144 ft -k Direct Wind Left End Reaction 219 k / 1.67 = 131.4 k Direct Wind Right End Reaction 219 k / 1.67 = 131.4 k Direct Earthquake Moment 22,438 ft -k / 1.40 = 16,027 ft -k Direct Earthquake Left End Reaction 144 k / 1.10 = 131.3 k Direct Earthquake Right End Reaction 144 k / 1.10 = 131.3 k Select Load Entry Method 0 Design Moment 20,144 ft -k Design Tension 71.3 k Design Left End Reaction 131.4 k Design Left End Shear 547 Ib/ft Design Right End Reaction 131.4 k Design Rlght End Shear 547 Ib/ft Steel Chord Design Area of Steel Required 3.3 inA2 Horizontal splice bar width 2.50 in Vertical splice bar width 3.50 in Required splice bar thickness 0.55 in Chord Design for Concrete Floor Mu 32,230 ft -k Area of Steel Required 2.80 inA2 Splice weld size 0.3125 Horizontal splice bar weld length required 6.4 in Vertical splice bar weld length required 9.0 in (26) #3 = 2.87 inA2 (15) #4 = 2.95 inA2 (10) #5 = 3.07 inA2 K:\Projects\2020\20-185 Axis 70 West\Calculations\SpreadsbG6#3\Diaphrag m and chords - 3 -sided final RdW Ei6Ad(2J4$9-06 PEAK ENGINEERING, INC. 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Project: Axis 70 West Feature: EW roof Diaphragm Shear and Chord Design Diaphragm Span Diaphragm Shear Depth Diaphragm Moment Depth Deck Shear Factor - Wind Deck Shear Factor - Earthquake Date: 2/12/2021 Designed by: MAF Page: Detail: EastlWest - south diaphragm 3 For service loads 0 lb/ft 248 ft Divide Earthquake Loads by 1.4 235 ft Divide Wind Loads by 1.67 235 ft Chord Fy 36 ksi Weld Strength 70 ksi 1.00 (for use with 2008 Vulcraft Tables) 0.78 (for use with 2008 Vulcraft Tables) Method 1 - Uniform Wind Load and Concentrated Earthquake Load Uniform Wind Load 0 lb/ft / 1.67 = 12,908 ft -k Direct Wind Left End Reaction Point Earthquake Load 0 k at 60 ft from left end 184 k Wind Moment ft -k Direct Earthquake Moment 14,546 ft -k / 1.40 = Wind Left End Reaction 0.0 k / 1.67 = 0.0 k Wind Right End Reaction 0.0 k / 1.67 = 0.0 k Earthquake Moment ft -k / 1.40 = ft -k Earthquake Left End Reaction 0.0 k / 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k / 1.10 = 0.0 k Method 2 - Point Load Point Wind Load 0 k at midspan Point Earthquake Load 0 k at 0 ft from left end Wind Moment ft -k Wind Left End Reaction 0.0 k / 1.67 = 0.0 k Wind Right End Reaction 0.0 k / 1.67 = 0.0 k Earthquake Moment ft -k / 1.40 = ft -k Earthquake Left End Reaction 0.0 k / 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k / 1.10 = 0.0 k Method 3 - Direct Entry of Moment and Reactions Direct Wind Moment 21,557 ft -k / 1.67 = 12,908 ft -k Direct Wind Left End Reaction 184 k / 1.67 = 110.3 k Direct Wind Right End Reaction 184 k / 1.67 = 110.3 k Direct Earthquake Moment 14,546 ft -k / 1.40 = 10,390 ft -k Direct Earthquake Left End Reaction 118 k / 1.10 = 107.1 k Direct Earthquake Right End Reaction 118 k / 1.10 = 107.1 k Select Load Entry Method 0 Design Moment 12,908 ft -k Design Tension 46.7 k Design Left End Reaction 110.3 k Design Left End Shear 469 Ib/ft Design Right End Reaction 110.3 k Design Rlght End Shear 469 Ib/ft Steel Chord Design Area of Steel Required 2.2 in A2 Horizontal splice bar width 2.00 in Vertical splice bar width 2.00 in Required splice bar thickness 0.54 in Chord Design for Concrete Floor Mu 20,653 ft -k Area of Steel Required 1.83 in A2 Splice weld size 0.3125 Horizontal splice bar weld length required 5.0 in Vertical splice bar weld length required 5.0 in (17) #3 = 1.88 in A2 (10) #4 = 1.96 in A2 (6) #5 = 1.84 inA2 K:\Projects\2020\20-185 Axis 70 West\Calculations\SpreadsbG6#3\Diaphrag m and chords - 3 -sided final RdW Ei6Ad(3J4-r -06 PEAK ENGINEERING, INC. Date: 2/12/2021 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Designed by: MAF Page: Project: North Pecos Bldg 7 Feature: North Roof Detail: N -S Diaphragm Shear and Chord Design Diaphragm Span Diaphragm Shear Depth Diaphragm Moment Depth Deck Shear Factor - Wind Deck Shear Factor - Earthquake For service loads 240 ft Divide Earthquake Loads by 310 ft Divide Wind Loads by 300 ft Chord Fy Weld Strength 1.00 (for use with 2008 Vulcraft Tables) 0.78 (for use with 2008 Vulcraft Tables) Method 1 - Uniform Wind Load and Concentrated Earthquake Load 1.4 1.67 36 ksi 70 ksi Uniform Wind Load 0 Ib/ft 1.67 = 3,115 ft -k Direct Wind Left End Reaction Point Earthquake Load 0 k at 60 ft from left end 94 k Wind Moment ft -k Direct Earthquake Moment 4,680 ft -k 1.40 = Wind Left End Reaction 0.0 k 78 k 1.67 = 0.0 k Wind Right End Reaction 0.0 k 1.10 = 1.67 = 0.0 k Earthquake Moment ft -k 1.40 = ft -k Earthquake Left End Reaction 0.0 k Design Left End Reaction 71.1 k 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k 1.10 = 0.0 k Method 2 - Point Load Point Wind Load 0 k at midspan Point Earthquake Load 0 k at Oft from left end Wind Moment ft -k Wind Left End Reaction 0.0 k 1.67 = 0.0 k Wind Right End Reaction 0.0 k 1.67 = 0.0 k Earthquake Moment ft -k 1.40 = ft -k Earthquake Left End Reaction 0.0 k 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k 1.10 = 0.0 k Method 3 - Direct Entry of Moment and Reactions Direct Wind Moment 5,202 ft -k 1.67 = 3,115 ft -k Direct Wind Left End Reaction 94 k 1.67 = 56.0 k Direct Wind Right End Reaction 94 k 1.67 = 56.0 k Direct Earthquake Moment 4,680 ft -k 1.40 = 3,343 ft -k Direct Earthquake Left End Reaction 78 k 1.10 = 71.1 k Direct Earthquake Right End Reaction 78 k 1.10 = 71.1 k Select Load Entry Method 0 Design Moment 3,343 ft -k Design Tension 11.1 k Design Left End Reaction 71.1 k Design Left End Shear 229 Ib/ft Design Right End Reaction 71.1 k Design Rlght End Shear 229 Ib/ft Steel Chord Design Area of Steel Required 0.5 in^2 Horizontal splice bar width 2.00 in Vertical splice bar width 2.00 in Required splice bar thickness 0.13 in Chord Design for Concrete Floor Splice weld size 0.25 Horizontal splice bar weld length required 1.5 in Vertical splice bar weld length required 1.5 in Mu 5,349 ft -k (4) #3 = 0.44 in^2 Area of Steel Required 0.37 in^2 (2) #4 = 0.39 in^2 (2) #5 = 0.61 in^2 K:\Projects\2020\20-185 Axis 70 West\Calculations\Spread6hbets\Diaphrag m and chords - 3 -sided fiWd P W489-06 PEAK ENGINEERING, INC. 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Designed by: MAF Project: Axis 70 West Feature: South roof Detail: N -S Diaphragm Shear and Chord Design Diaphragm Span Diaphragm Shear Depth Diaphragm Moment Depth Deck Shear Factor - Wind Deck Shear Factor - Earthquake For service loads 240 ft Divide Earthquake Loads by 246 ft Divide Wind Loads by 236 ft Chord Fy Weld Strength 1.00 (for use with 2008 Vulcraft Tables) 0.78 (for use with 2008 Vulcraft Tables) Method 1 - Uniform Wind Load and Concentrated Earthquake Load Date: 2/12/2021 Page: 1.4 1.67 36 ksi 70 ksi Uniform Wind Load 0 Iblft 1.67 = 3,115 ft -k Direct Wind Left End Reaction Point Earthquake Load 0 k at 60 ft from left end 94 k Wind Moment ft -k Direct Earthquake Moment 3,528 ft -k 1.40 = Wind Left End Reaction 0.0 k 60 k 1.67 = 0.0 k Wind Right End Reaction 0.0 k 1.10 = 1.67 = 0.0 k Earthquake Moment ft -k 1.40 = ft -k Earthquake Left End Reaction 0.0 k Design Left End Reaction 56.0 k 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k 1.10 = 0.0 k Method 2 - Point Load Point Wind Load 0 k at midspan Point Earthquake Load 0 k at Oft from left end Wind Moment ft -k Wind Left End Reaction 0.0 k 1.67 = 0.0 k Wind Right End Reaction 0.0 k 1.67 = 0.0 k Earthquake Moment ft -k 1.40 = ft -k Earthquake Left End Reaction 0.0 k 1.10 = 0.0 k Earthquake Right End Reaction 0.0 k 1.10 = 0.0 k Method 3 - Direct Entry of Moment and Reactions Direct Wind Moment 5,202 ft -k 1.67 = 3,115 ft -k Direct Wind Left End Reaction 94 k 1.67 = 56.0 k Direct Wind Right End Reaction 94 k 1.67 = 56.0 k Direct Earthquake Moment 3,528 ft -k 1.40 = 2,520 ft -k Direct Earthquake Left End Reaction 60 k 1.10 = 54.7 k Direct Earthquake Right End Reaction 60 k 1.10 = 54.7 k Select Load Entry Method 0 Design Moment 3,115 ft -k Design Tension 13.2 k Design Left End Reaction 56.0 k Design Left End Shear 228 Ib/ft Design Right End Reaction 56.0 k Design Rlght End Shear 228 Ib/ft Steel Chord Design Area of Steel Required 0.6 in^2 Horizontal splice bar width 2.00 in Vertical splice bar width 2.00 in Required splice bar thickness 0.15 in Chord Design for Concrete Floor Splice weld size 0.25 Horizontal splice bar weld length required 1.8 in Vertical splice bar weld length required 1.8 in Mu 4,983 ft -k (4) #3 = 0.44 in^2 Area of Steel Required 0.44 in^2 (3) #4 = 0.59 in^2 (2) #5 = 0.61 in^2 K:\Projects\2020\20-185 Axis 70 West\Calculations\Spread6hbets\Diaphrag m and chords - 3 -sided fiWd P 144F}06 PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING Jae No.: LVb«� DESIGNED By DATE: I2 �'Q PAGE: �/ C 1T PROJECT r\I.�J �0 W��` FEATURE: �.p �/� ,{gip W al WNLW'iy���LA DETAIL: Kslcled) Ddu- 22 p,: As 0) . w�qga Pl _ . 2� 1)e. , m_ G . Mu = 33in49a � . (2�, I r- Ata J. (131,4{- L . q gl�k.2.plF (u lei otx) (54f p1 F r�d�) �1�eecs ~4 vsti�zt = 33, t64 o 4pqo' = 14f l Dips P 52' --� Mu -- 15, Ll —VIA �.d0'� h�,L� 15,obo�i -> flu - glob ply_ Iu tow e, l5 u -- Mu = ��iuU F� --�-0 US p� 101.�� �� 414B (4 t✓ 20 ' leu ` 3��d0 . `�1L� ' (00 p f iota tL Fk 'U�-- eta Qty _ 3U P- -7 Isopt- 6 V D1 G1 ?t/ Al W) (11199 g wfa- MID) Nay, dw.40 --6sloy'l = Muxlrnu t �Y4ftf = gp,�C2j/Z r l�dt_p�F eo' G, P SIU' _ Mw-. 14 gt5b i D kP� M,4 - A- 129 p ?off ply. e Iq&I a Vu lSo ptF PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING Joe No..: /L�U ��/I�q{�//9D(ESIGNE�o/�B�Y:: PAr - DATE: I� � 101b PAGE: PROJECT. AYO S 10 Wb FEATURE: L *,I U^'' ✓V G'C.BC� — Y Y f V7d DETAIL: PEAK ENGINEERING INC. CONSULTING STRUCTURAL ENGINEERING /� 02.12.2021 Joe NO.: kp � «'�^C DESIGNED 6Y: WA1- DATE: PAGE: PROJECT. AA4lc7 ID CV& FEATURE: LK.1eyal DUAIL: .�)Jwm 156 ��h t111 f hm) wVi(Q�bVe-' 6 VU' 12'(11.0 A&D) 2 D1 Ll�?�ft?L 1 ' _ MU- 22438 16027 "D 144ly_.(ISi.Sa tsp, 144 600 p� (546 P �` �€lSWigC,13010M, WWi �Ii.�dAfU. '"DYSIo+FI' 22,438 /2c�p�-_ 94 � .5 W1Vli aXEYV #tPY1. 1i Ll 94 600 �"�v f£Vill,% -t bb 14,546 118 118.0 735 - 502 �I1 (iQ �tI Y" llU " D VSl Dry w ,14,546 61.9 4 GDl1C1(YIIA I �i14 7".61.9 CiiIZq = 500-f� @C� fiW6 W�,_ y .�jkvP4k \ > e- 1401 10,200 > F -� - 350 'OV__MU `6,000[ - �J. 196 3,000 K7 iii m 19614 elaLo, Mw� to - =60P 52 PEAK ENGINEERING INC. CONSULTING STRUCTURAL ENGINEERING /L0-195 Jos No.: /L0'IAS DESIGNEGBY: MAf- DATE: % wD PAGE: PROJECT. his 70 WryFEATURE: LdlVl Lcl", �/j Odd DETAIL: PEAK ENGINEERING INC. CONSULTING STRUCTURAL ENGINEERING AOR No.: ZQ-«b M/Ayry�/ -A/� Voto PACE: /� ''jj 1A�I( I A.y.�"�// 3 DESIGNED BY: I '� `I DATE: PROJECT. h -K TQ VA[4 , FEATURE: LAI era) DETAIL: DIAPHRAGM SHEARS N-5 Wind Direct 8 746 600 448 382 382 150 302 450 611 784 B -C 915 2-3 33 45 56 B-7 76 8-9 9-10 10-11 11-12 12-13 AB 304 _304 304 304 304 304j 382 382 382 382 382 BG 136 136 136 136 136 136 171 171 171 171 171 CD 136 136 136 136 136 136 171 171 171 171 171 0-E 304 304 304 304 304 304 382 382 382 382 W2 E -W Wind Direct 2-3 3-4 4-5 56 6-7 7-8 a-9 9-10 10-11 11-12 12-13 A -B 915 746 600 448 300 150 150 302 450 611 784 B -C 915 746 600 448 300 150 150 302 450 611 784 C D 915 746 600 448 300 150 150 302 450 611 784 D -E 915 746 600 448 300 150 150 302 450 611 784 E -W Wind Torsional 23 3-4 4-5 56 6-7 7-8 8-9 410 10-11 11-12 12-13 A -B904 625 400 225 100 26 33 128 286 504 740 &C 678 469 300 169 75 20 25 96 215 378 555 C -D 678 469 300 169 75 20 25 96 215 378 555 D -E 904 625 400 225 100 26 33 128 286 504 740 E -W Wind Intemel 2-3 3-4 4-5 56 6-7 7-8 BA 9-10 10-11 11-12 12-13 All 40 40 40 40 40 40 40 40 40 40 40 B -C 20 20 20 20 20 20 20 20 20 20 20 C -D 20 20 20 20 20 20 20 20 20 20 20 D -E 40 40 40 40 40 40 40 40 40 40 40 E Wind T+I 2-3 3-0 4-5 56 6-7 7-8 8-9 9-10 10-11 11-12 12-13 A -B944 665 440 265 140 66 73 168 326 544 780 &C 698 489 320 189 95 40 45 116 235 398 575 C -D 698 489 320 189 95 40 45 116 235 398 575 D -E 944 665 440 265 140 66 73 168 326 544 780 Wind maxv 2-3 3-4 4-5 56 6-7 7-8 8-9 9-10 10-11 11-12 12-13 A 8 746 600 448 382 382 150 302 450 611 784 B -C 915 746 600 448 300 171 150 302 450 671 784 C -D 915 746 600 448 448 171 150 302 450 611 784 D -E 944 746 600 448 448 382 150 302 450 611 784 6191 4481 3601 2691 2691 2291 901 1811 2701 3671 4701ASD Wind 1.5B 22 qa. deck Grids 1-4/12-13. 3617 pattern with (7) #10 screws (v,allow = 672 plf) 1.5B 22 qa. deck Grids 5-12: 36/4 pattern with (5) #10 screws (v,allow = 411 plf) 55 N -S Seismic Direct E -W Seismic Direct 2-3 3-4 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 12-13 A -B 252 252 252 252 252 252 244 244 244 244 244 B -C 126 126 126 126 126 126 122 122 122 122 122 C -D 126 126 126 126 126 126 122 122 122 122 122 D -E 252 25�2 252 252 252 252 244 244 244 244 244 E -W Seismic Direct E -W Seismic Torsional 2-3 3-4 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 12-13 A -B 680 500 404 305 200 105 100 184 288 388 502 B -C 680 500 404 305 200 105 100 184 288 388 502 GD 680 500 404 305 200 105 100 184 288 388 502 D -E 680 500 404 305 200 105 100 184 288 388 502 E -W Seismic Torsional Seismic max v 2-3 3-4 4-5 5-6 A -B 680 414 267 150 B -C 510 311 200 113 C -D 510 311 200 113 D -E 680 414 267 150 Seismic max v 6191 4451 3601 2711 2241 2241 2171 2171 2561 3451 447IASD Seismic 1.5B, 20 qa. deck Grids 1-3/12-13: 36/7 pattern with (7) #10 screws (v,allow = 652 plo 1.5B, 22 qa. deck Grids 4-5/11-12: 36/7 pattern with (5) #10 screws (v,allow = 422 plo 1.5B, 22ga. deck Grids 5-11: 36/4 pattern with (5) #10 screws (v,allow = 326 plo 56 7-8 8-9 9-10 10-11 11-12 12-13 80 20 30 100 196 350 500 60 15 23 75 147 263 375 60 15 23 75 147 263 375 80 20 30 100 196 350 500 6191 4451 3601 2711 2241 2241 2171 2171 2561 3451 447IASD Seismic 1.5B, 20 qa. deck Grids 1-3/12-13: 36/7 pattern with (7) #10 screws (v,allow = 652 plo 1.5B, 22 qa. deck Grids 4-5/11-12: 36/7 pattern with (5) #10 screws (v,allow = 422 plo 1.5B, 22ga. deck Grids 5-11: 36/4 pattern with (5) #10 screws (v,allow = 326 plo 56 2-3 3-4 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 12-13 A -B 680 500 404 305 252 252 244 244 288 388 502 B -C 680 500 404 305 200 126 122 184 288 388 502 C -D 680 500 404 305 200 126 122 184 288 388 502 D -E 680 500 404 305 252 252 244 244 288 388 502 6191 4451 3601 2711 2241 2241 2171 2171 2561 3451 447IASD Seismic 1.5B, 20 qa. deck Grids 1-3/12-13: 36/7 pattern with (7) #10 screws (v,allow = 652 plo 1.5B, 22 qa. deck Grids 4-5/11-12: 36/7 pattern with (5) #10 screws (v,allow = 422 plo 1.5B, 22ga. deck Grids 5-11: 36/4 pattern with (5) #10 screws (v,allow = 326 plo 56 20 ga 1.5836 Grade 50 Roof Deck N u C O F:z Diaphragm Shear &Wind Uplift Interaction VU LCRAFT GROUP For Both Ends Buffed Deck e rM MWp2S Allowable Net Wind UptlRFIED) of 23 pef 5/8"Visible Dia . etre Spot Weld Connections to Support A592 Gk50 Support Member or BgWval®[ 36/ 7 Perpendicular Connection Pattern to aspects o 25 s Support Thickness (i¢] N10 Screw Rdelap Connections 2 in. Minimum Deck ad Bearing Length ASD Allowable Combined Wind Uplift& Diaohavu Shy' Strength Su All ma) Generlc3 Span Condition Slashed Spar span Connections Connections n s per Span 4 ^ 53" 5'-9" 6 " 6'-9" 73" T-9" 83" perSpan 4 9" 53" 5'-9" 6 " 6'-9" 73" 9'-9" 83" 8'-9" 3 813 738 671 615 567 S26 490 958 430 4 881 805 736 675 622 577 538 504 473 5 998 867 798 735 678 629 586 549 516 6 1013 927 855 792 733 681 635 594 559 7 1076 987 910 844 787 732 683 640 602 8 1137 1045 965 896 836 783 732 685 644 9 1197 1101 1018 946 884 828 779 731 687 Average Connection Spacing to Supp arts at Pard lel Chords & restructure (in.) Slashed Spar Connections per Span 4 ^ 53" 5'-9" 6 " 6'-9" 73" T-9" 83" 8'-9" 3 29 21 23 19 20 22 23 25 26 4 29 21 23 19 20 22 23 25 26 5 25 21 23 19 20 22 23 25 26 6 21 21 23 19 20 22 23 25 26 7 19 21 22 19 20 22 23 25 26 8 17 18 20 19 20 22 23 25 26 9 15 16 18 19 20 22 23 25 26 UNIFORMUPUFT i OIPPIIFAGM SHEAF Page 1 of 57 20 ga 1.5836 Grade 50 Roof Deck N U C 0 F:I" Seismic Diaphragm Shear VOLCRAFT GROUP For Both Ends Buffed Deck S/8"Visible Dia . etre Spot Weld Connections to Support AS92 GRSO Support Member or BgWval®[ 36/ 7 Perpendicular Connection Pattern to Supreme o 2S S Support Thickness (i¢] N10 Screw Rdelap Connections 2 in. Minimum Oerk ad Bearing Length Seismic or Wind Diaohavu Shear Stiffness, G' (lio/in.) Shear Strength So/RIpN Gener c3 Span Condition Slashed Slashed Spar spar Connections Connections Connections per SPan N_9" 53" S'-9" 63" 6'-9" per Span 4 ^ 53" S'-9" 6 " 6'-9" T3" 9'-9" 83" 8'-9" 3 84 84 84 83 82 81 80 78 77 4 88 89 89 88 88 87 85 84 83 S 91 92 93 93 92 91 90 89 88 6 94 9S 96 96 96 96 9S 94 93 7 96 98 99 99 99 99 99 98 97 8 98 100 101 102 103 102 102 101 101 9 100 102 104 SOS 105 SOS 105 SOS 104 �lowahleSeivnfcDimehragm Supp Shear Strength So/RIpN Generc3 Span Condition Slashed spar Connections Connections per SPan N_9" 53" S'-9" 63" 6'-9" T3" T-9" 83" per3pan 4 9S83 3 29 � fi40 22 23 25 26 4 29 3 583 S29 S77 481 440 406 406 377 377 3S1 351 328 328 308 308 4 632 577 S27 483 446 414 386 361 339 S 679 621 72 S 486 451 420 393 370 6 726 665 612 612 56767 526 488 455 426 400 771 707 W 605 S64 S 490 459 431 8 815 8 749 692 642 599 56161 524 491 462 Average Connection Sea®eto Supp mrs at Parallel Chords & Collectors (in.) Slashed spar Connections per SPan N_9" 53" S'-9" 63" 6'-9" T3" T-9" 83" 8'-9'• 3 29 21 23 19 20 22 23 25 26 4 29 21 23 19 20 22 23 25 26 5 25 21 23 19 20 22 23 25 26 6 21 21 23 19 20 22 23 25 26 7 19 21 22 19 20 22 23 25 26 8 17 18 20 19 20 22 23 25 26 Tables generafedusing crlwlaWrVS. lbasedunAda 10-16. Data 12/22/2020 Paget of PEAK ENGINEERING, INC. 8.0 in Average Panel height = Date: 12/22/2020 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Designed by: MAF Page: Project: Axis 70 West Feature: Roof Diaphragm Detail: 240 ft Max Diaphragm Deflection Limit Panel Thickness = 8.0 in Average Panel height = 39.00 ft Average deck Bearing = 33.50 Roof DL = 15 Roof Length = 612 Roof Width = 240 ft Cd = 4 A=1 0.309 in Allowable Defl. Factor = 0.02 Importance Factor, I = 1.00 Px (roof) 2203 Px (panels) 2723 Vx (roof) 110 Vx (panel) 0.149 0.147 hsx 402 0.4066252 Stability Factor, 6 = 0.0057 <0.10 Allowable Deflection, Aa = 2.00 Aa>A OK Px- ASI 6 x h Deflection OK Formula can be found in ASCE-7 (Eq. 12.8-16) *This factor can be found in ASCE 7 Table 12.12-1 Note: 0 is multiplied by 2/3 to achieve an approximate average deflection assuming a flexible diaphram. RE: Example 5b in the 2006 IBC Structural/Seismic Design Manual. diaphragm deflection -Axis 70 Max Def JGH 59 PEAK ENGINEERING INC. CONSULTING STRUCTURAL ENGINEERING a DESIGNED BY: WAf DATE: .�„�o +'E PAGE: f ./} .yg9q�,.�pE' Joe No. ��f I{� [ PROJECT Agus 6+ FEATURE: �'I C( Y,� �bGt s DETAIL: PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING Jos No.:2b' MDESIGNED B Y: °DATE: L 2oj PAGE:PROJECT.. his 90 IS4 FEATURE: niaphazgyy) lbads DETAIL: PEAK ENGINEERING INC. CONSULTING STRUCTURAL ENGINEERING JOB No./:A�/�Lfr!A�/1�7{�</� DEES�I�GGNEo BY: �`�/hf DATE: G 2Ds PAGE: PROJECT. (\ !!5 1 0 WeA FEATURE: WLlK�V1�/! ��li! DETAIL: Y Z AX 0.635 k/ft Grid 2 collector frame - wind Loads: BLC 3, Wind Envelope Only Solution Peak Engineering, Inc. SAW 20-185 Axis 70 West Drag frame SK -1 Feb 10, 2021 at 02:14 PM 2021-2-9 Lateral Drag Frame.r3d Y Z AX 0.620 k/ft Grid 2 collector frame - seismic Loads: BLC 4, Seismic Envelope Only Solution Peak Engineering, Inc. SAW 20-185 Axis 70 West Drag frame SK -4 Feb 10, 2021 at 02:18 PM 2021-2-9 Lateral Drag Frame.r3d Y Z A X -0.087 Wit Grid 2 collector frame - DL Loads: BLC 1, Dead Envelope Only Solution Peak Engineering, Inc. SAW 20-185 Axis 70 West Drag frame SK -3 Feb 10, 2021 at 02:14 PM 2021-2-9 Lateral Drag Frame.r3d Y Z A X -0.174 Wit Grid 2 collector frame - SL Loads: BLC 2, Snow Envelope Only Solution Peak Engineering, Inc. SAW 20-185 Axis 70 West Drag frame SK -5 Feb 10, 2021 at 02:19 PM 2021-2-9 Lateral Drag Frame.r3d Company : Peak Engineering, Inc. IGrid 2 collectors 1 2/10/2021 11RISA Checked Designer SAW hPM Job Number : 20-185 Checkee d By A NEMETSCHEK COMPANY Model Name : Axis 70 West Drag frame Nodes Label X rftl Y rftl Z rftl Temo rdea Fl Detach From Dia... 1 N1 60 -1 0 0.65 0.49 2 N2 120 -1 0 Fixed 29000 3 N3 0 31 0 Reaction Reaction 4 N4 60 32 0 Reaction Reaction 5 N5 120 33.25 0 N2 Reaction 6 N6 150 34 0 6 N3 Boundary Conditions Node Label X rk/inl Y rk/inl Z rk/inl X Rot rk-ft/radl Y Rot rk-ft/radl Z Rot rk-ft/radl 1 N4 29000 11154 Fixed 0.65 0.49 50 2 N5 1.1 2 Fixed 29000 11154 0.3 3 N6 Reaction Reaction Reaction 1.2 3 A500 Gr.... 4 N1 Reaction Reaction Reaction 50 Reaction 58 5 N2 Reaction Reaction Reaction Wide Flan... Reaction Typical 6 N3 Reaction Reaction Reaction 1 N5 N6 Hot Rolled Steel Properties Label E rksil G rksil Nu Therm. C... Densitv rk... Yield rksil Rv Fu rksil Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A500 Gr.... 29000 11154 0.3 0.65 0.527 50 1.4 58 1.3 Hot Rolled Steel Section Sets Label Shape Tvoe Desian List Material Desian Rule Area rin21 Ivv rin41 Izz rin41 J rin41 1 HR1 HSS12X1... Column Tube A500 Gr.... Typical 10.8 248 248 384 2 HR2 W1 8X76 Beam Wide Flan... A992 Typical 22.3 152 1330 2.83 3 HR3 W24X55 Beam Wide Flan... A992 Typical 16.2 29.1 1350 1.18 4 HR4 W1 8X60 Beam Wide Flan... A992 Typical 17.6 50.1 984 2.17 Hot Rolled Member Properties Label Shaoe Length rftl Lb v -v rftl Lb z -z rftl Lcomo t... Lcomo... L-Torou... K v -v K z -z Cb Function 1 M1 HR1 33 -0.087 0 Lbyy Column Tube A500 Gr.... Typical 2 Lateral 2 M2 HR1 34.25 HR1 Column Lbyy A500 Gr.... Typical 3 M3 N3 Lateral 3 M3 HR3 60.008 Wide Flan... A992 1 4 M4 N4 N5 0 Lateral 4 M4 HR2 60.013 Typical 5 1 N5 N6 HR4 Lateral 5 M5 HR4 30.009 1 Lateral Primary Member Properties I nhel I Node .l Node K Node Rntnte(deo) Section/!; Tvne De -ion I ist Material Desinn Rule 1 M1 N1 N4 -0.087 0 HR1 Column Tube A500 Gr.... Typical 2 M2 N2 N5 Active 3 HR1 Column Tube A500 Gr.... Typical 3 M3 N3 N4 Y -0.087 HR3 Beam Wide Flan... A992 Typical 4 M4 N4 N5 0 %100 HR2 Beam Wide Flan... A992 Typical 5 M5 N5 N6 HR4 Beam Wide Flan... A992 Typical Dead Member Label Direction Start Mannitud___ End Mannitude___Start Location r___ End Location rL__ Inactive r(k_ k -f... 1 M5 X -0.087 -0.087 0 %100 Active 2 M4 X -0.087 -0.087 0 %100 Active 3 M3 Y -0.087 -0.087 0 %100 Active 4 M4 Y -0.087 -0.087 0 %100 Active 5 M5 Y -0.087 -0.087 0 %100 Active RISA-3D.NET version 18.0.0.35935 [ 2021-2-9 Lateral Drag Frame.r3d ] Page 1 67 Company Peak Engineering, Inc. 2/10/2021 Y 11RISA -0.174 0 Designer SAW PM 2 M4 Y -0.174 Job Number Checked h : 20-185 Checkee d By A NEMETSCHEK COMPANY Model Name : Axis 70 West Drag frame Snow Member Label Direction Start Maonitud... End Maonitude...Start Location r... End Location r(... Inactive r(k. k -f... 1 M3 Y -0.174 -0.174 0 %100 Active 2 M4 Y -0.174 -0.174 0 %100 Active 3 M5 Y -0.174 -0.174 0 %100 Active Wind Member Label Direction Start Maanitud... End Maanitude...Start Location r... End Location r(... Inactive r(k. k -f... 1 M3 X 0.635 0.635 0 %100 Active 2 M4 X 0.635 0.635 0 %100 Active 3 M5 X 0.635 0.635 0 %100 Active Seismic Member I abet Dirertinn Start Mnonitud Fnd Mnonihide Start I ncatinn r Fnd I ncatinn r( Inactive r(k k -f 1 M3 X 0.6200.620 0.620 0.620 0 %100 Active 2 M4 X 0.620 0 %100 Active 3 M5 X 0.620 0 %100 Active Basic Load Cases BLC Desc___ Catenory X Gravitv Y Gravitv Z Gravitv Nodal Point Distributed Area(Me___ Surface(P___ 1 Dead DL Y -1 1 1 2 5 3 0.75 2 Snow SL 4 2 2 min -46.1437 3 0.3858 2 3 Wind WL 2 0.6... Yes Y 1 3 0.6 2 4 Seismic None 4 0 4 0 4 3 4 0 Load Combinations De Sn PD SR RI C Fa RI C Fa RI C Fa RI C Fa RI C Fa RI C Fa RI C Fa RI C Fa RI C Fa RI C Fa 1 D... Yes Y 4 1 1 2 0.75 3 0.75 0 4 0 4 2 2 min -46.1437 2 0.3858 2 0 1 0 2 0.6... Yes Y 1 1 0.6 2 0.0025 3 1 4 0 4 0 4 0 4 0 4 4 0 min 0.0013 2 3 0.6... Yes Y 0 1 0.6 2 0 3 1 N2 max 0.0013 4 14.7938 4 0 4 0 4 0 4 0 4 4 D... Yes Y 2 1 1 2 0.75 3 0.75 0 1 0 1 7 N3 max -32.1269 4 7.8838 4 0 4 0 Node Reactions No Data to Print... Node Reactions (Continued) Node... X rkl LC Y rkl LC Z rkl LC MX rk-ftl LC MY rk-ftl LC MZ rk-ftl LC 1 N6 max -31.4971 4 3.518 4 0 4 0 4 0 4 0 4 2 2 min -46.1437 2 0.3858 2 0 1 0 1 0 1 0 1 3 N1 max 0.0025 4 18.7533 4 0 4 0 4 0 4 0 4 4 0 min 0.0013 2 6.9287 2 0 1 0 1 0 1 0 1 5 N2 max 0.0013 4 14.7938 4 0 4 0 4 0 4 0 4 6 0 min 0.0007 2 5.7711 2 0 1 0 1 0 1 0 1 7 N3 max -32.1269 4 7.8838 4 0 4 0 4 0 4 0 4 8 0 min -44.4286 2 2.1363 2 0 1 0 1 0 1 0 1 9 Totals: max -63.6202 4 44.9488 4 0 4 10 min -90.5703 2 15.2219 2 0 1 Member Section Forces Memb... Sec Axial rkl LC v She... LC z She... LC Torau... LC v -v M... LC z -z M... LC 1 M 1 1 max 18.7533 4 0 4 0 4 0 4 0 4 0 4 2 min 6.9287 2 0 1 0 1 0 1 0 1 0 1 3 2 max 18.1011 4 0 4 0 4 0 4 0 4 0 4 4 min 6.5374 2 0 1 0 1 0 1 0 1 0 1 5 3 max 17.449 4 0 4 0 4 0 4 0 4 0 4 6 min 6.1461 2 0 1 0 1 0 1 0 1 0 1 7 M2 1 max 14.7938 4 0 4 0 4 0 4 0 4 0 4 RISA-3D.NET version 18.0.0.35935 [ 2021-2-9 Lateral Drag Frame.r3d ] Page 2 68 Company Peak Engineering, Inc. 2/10/2021 1 11RISA 5.7711 2 Designer SAW2:28:49 PM 0 1 0 1 Job Number Checked : 20-185 Checked By A NEMETSCHEK COMPANY Model Name : Axis 70 West Drag frame Member Section Forces (Continued) Memb... Sec Axial rkl LC v She... LC z She... LC Torou... LC v -v M... LC z -z M... LC 8 Mi 1 min 5.7711 2 0 1 0 1 0 1 0 1 0 1 9 4 2 max 14.1169 4 0 4 0 4 0 4 0 4 0 4 10 1 0 min 5.365 2 0 1 0 1 0 1 0 1 0 1 11 4 3 max 13.44 4 0 4 0 4 0 4 0 4 0 4 12 1 0 min 4.9588 2 0 1 0 1 0 1 0 1 0 1 13 M3 1 max -31.9... 4 8.4169 4 0 4 0 4 0 4 0 4 14 1 0 min -44.3... 2 2.8758 2 0 1 0 1 0 1 0 1 15 4 2 max -17.8... 4 0 4 0 4 0 4 0 4 -43.1... 3 16 min 0.5344 min -25.3... 2 0 1 0 1 0 1 0 1 -126.... 1 17 3 max -3.6887 4 -2.8757 3 0 4 0 4 0 4 0 4 18 4 10 min -6.3721 2 -8.4169 1 0 1 0 1 0 1 0 1 19 M4 1 max -3.3577 4 9.0447 4 0 4 0 4 0 4 0 4 20 4 0 min -6.2547 2 3.2961 2 0 1 0 1 0 1 0 1 21 1 2 max 11.1682 3 0 4 0 4 0 4 0 4 -49.4... 3 22 4 0 min 8.1364 1 0 1 0 1 0 1 0 1 -135.... 1 23 2 3 max 28.5911 3 -3.2961 3 0 4 0 4 0 4 0 4 24 4 0 min 19.6305 1 -9.0447 1 0 1 0 1 0 1 0 1 25 M5 1 max 28.7018 3 4.3068 4 0 4 0 4 0 4 0 4 26 3 min 19.9299 1 1.5405 2 0 1 0 1 0 1 0 1 27 4 2 max 37.4107 3 0 4 0 4 0 4 0 4 -11.55... 3 28 1 0 min 25.6646 1 0 1 0 1 0 1 0 1 -32.3111 1 29 4 3 max 46.1197 3 -1.5406 3 0 4 0 4 0 4 0 4 30 1 0 min 31.3993 1 -4.3068 1 0 1 0 1 0 1 0 1 Stresses Mem___ Sec Axial__ LC v Sh__ LC z Sh__ LC v -To... LC v -Bot__ LC z -To... LC 7 -Bot __ LC 1 Mi 1 max 1.7364 4 0 4 0 4 0 4 0 4 0 4 0 4 2 min 0.6415 2 0 1 0 1 0 1 0 1 0 1 0 1 3 2 max 1.676 4 0 4 0 4 0 4 0 4 0 4 0 4 4 min 0.6053 2 0 1 0 1 0 1 0 1 0 1 0 1 5 3 max 1.6156 4 0 4 0 4 0 4 0 4 0 4 0 4 6 min 0.5691 2 0 1 0 1 0 1 0 1 0 1 0 1 7 M2 1 max 1.3698 4 0 4 0 4 0 4 0 4 0 4 0 4 8 min 0.5344 2 0 1 0 1 0 1 0 1 0 1 0 1 9 2 max 1.3071 4 0 4 0 4 0 4 0 4 0 4 0 4 10 min 0.4968 2 0 1 0 1 0 1 0 1 0 1 0 1 11 3 max 1.2444 4 0 4 0 4 0 4 0 4 0 4 0 4 12 min 0.4592 2 0 1 0 1 0 1 0 1 0 1 0 1 13 M3 1 max -1.97... 4 0.9029 4 0 4 0 4 0 4 0 4 0 4 14 min -2.73... 2 0.3085 2 0 1 0 1 0 1 0 1 0 1 15 2 max -1.10... 4 0 4 0 4 13.2... 4 -4.52... 3 0 4 0 4 16 min -1.56... 2 0 1 0 1 4.5251 2 -13.2... 1 0 1 0 1 17 3 max -0.22... 4 -0.30... 3 0 4 0 4 0 4 0 4 0 4 18 min -0.39... 2 -0.90... 1 0 1 0 1 0 1 0 1 0 1 19 M4 1 max -0.15... 4 1.1693 4 0 4 0 4 0 4 0 4 0 4 20 min -0.28... 2 0.4261 2 0 1 0 1 0 1 0 1 0 1 21 2 max 0.5008 3 0 4 0 4 11.1... 4 -4.06... 3 0 4 0 4 22 min 0.3649 1 0 1 0 1 4.0603 2 -11.1... 1 0 1 0 1 23 3 max 1.2821 3 -0.42... 3 0 4 0 4 0 4 0 4 0 4 24 min 0.8803 1 -1.16... 1 0 1 0 1 0 1 0 1 0 1 25 M5 1 max 1.6308 3 0.5702 4 0 4 0 4 0 4 0 4 0 4 26 min 1.1324 1 0.204 2 0 1 0 1 0 1 0 1 0 1 27 2 max 2.1256 3 0 4 0 4 3.5857 4 -1.28... 3 0 4 0 4 28 min 1.4582 1 0 1 0 1 1.2826 2 -3.58... 1 0 1 0 1 29 3 max 2.6204 3 -0.204 3 0 4 0 4 0 4 0 4 0 4 30 min 1.7841 1 -0.57... 1 0 1 0 1 0 1 0 1 0 1 RISA-3D.NET version 18.0.0.35935 [ 2021-2-9 Lateral Drag Frame.r3d ] Page 3 • • Company Peak Engineering, Inc. 2/10/2021 1 11RISA 18.7533 4 Designer SAW2:28:49 PM 0 4 0 4 Job Number Checked : 20-185 Checked By A NEMETSCHEK COMPANY Model Name : Axis 70 West Drag frame Member End Reactions Memb... Memb... Axial rkl LC v She... LC z She... LC Torou... LC v -v M... LC z -z M... LC 1 M 1 1 max 18.7533 4 0 4 0 4 0 4 0 4 0 4 2 12x1/4 0.083 0 min 6.9287 2 0 1 0 1 0 1 0 1 0 1 3 0.396 J max 17.449 4 0 4 0 4 0 4 0 4 0 4 4 0.649 60.013 min 6.1461 2 0 1 0 1 0 1 0 1 0 1 5 M2 I max 14.7938 4 0 4 0 4 0 4 0 4 0 4 6 min 5.7711 2 0 1 0 1 0 1 0 1 0 1 7 J max 13.44 4 0 4 0 4 0 4 0 4 0 4 8 min 4.9588 2 0 1 0 1 0 1 0 1 0 1 9 M3 I max -31.9... 4 8.4169 4 0 4 0 4 0 4 0 4 10 min -44.3... 2 2.8758 2 0 1 0 1 0 1 0 1 11 J max -3.6887 4 -2.8757 3 0 4 0 4 0 4 0 4 12 min -6.3721 2 -8.4169 1 0 1 0 1 0 1 0 1 13 M4 I max -3.3577 4 9.0447 4 0 4 0 4 0 4 0 4 14 min -6.2547 2 3.2961 2 0 1 0 1 0 1 0 1 15 J max 28.5911 3 -3.2961 3 0 4 0 4 0 4 0 4 16 min 19.6305 1 -9.0447 1 0 1 0 1 0 1 0 1 17 M5 I max 28.7018 3 4.3068 4 0 4 0 4 0 4 0 4 18 min 19.9299 1 1.5405 2 0 1 0 1 0 1 0 1 19 J max 46.1197 3 -1.5406 3 0 4 0 4 0 4 0 4 20 min 31.3993 1 -4.3068 1 0 1 0 1 0 1 0 1 Asd360 Member Shaoe Code... Loc rftl LC Shear... Loc rftl Dir LC Pnc/o... Pnt/o... Mnvv/... Mnzz/... Cb Eon 1 M1 HSS12x 0.103 0 4 0.000 33 y 4 182.6... 323.3 ... 89.4145 89.4145 1 H1 -1b* 2 M2 12x1/4 0.083 0 4 0.000 34.25 y 4 177.9... 323.3 ... 89.4145 89.4145 1 H1 -1b* 3 M3 JOIST .. 0.396 29.3918 4 0.050 60.0083 y 4 8.4351 485.0... 33.1434 334.3... 1 1-11-1b 4 M4 W18x76 0.649 60.013 3 0.058 60.013 y 4 44.0525 667.6 ... 105.2... 406.6 ... 1 1-11-1a 5 M5 W18x76 0.794 30.0094 3 0.029 30.0094 y 4 58.0687 526.9... 51.3972 306.8... 1 1-11-1a LOADS TRANSFERRED TO SHEAR WALLS ALONG GRID 2 (C.5 -E). SEE SHEAR WALL CALCULATIONS. RISA-3D.NET version 18.0.0.35935 [ 2021-2-9 Lateral Drag Frame.r3d ] Page 4 70 PEAK ENGINEERING INC. CONSULTING STRUCTURAL ENGINEERING LV•ID5 DESIGNED BY: DATE: G WZI PAc /yy��[��[' may/{,,) ,yds' Joe No.: p I n j (� /'�/� .�//�� ��} //� PROJECT. r\ s 1" s' FEATURE: 0,VI &jr)t de5l'O i l�4Yl� Y DETAIL: PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING Joe No.: "` DESIGNED BY: DATE: �1)2.j PAGE: PROJECT. Ayis I® M10 FEATURE: CIA L AVAr VVU.SI AMM, DETAIL PEAK ENGINEERING, INC. Shear Wall Distribution to Piers Project: Axis 70 West Description: Grid A/E NS typical Vu= 94,000 lbs f'c= 4500 psi Ec= 3,823,676 psi Factored Pier # Iw h' t D k Percent Force Vu 1 26.00 ft 36.00 ft 8.0 in 0.045 22.0 12% 11,051 lbs 2 26.00 ft 36.00 ft 8.0 in 0.045 22.0 12% 11,051 lbs 3 26.00 ft 36.00 ft 8.0 in 0.045 22.0 12% 11,051 lbs 4 26.00 ft 36.00 ft 8.0 in 0.045 22.0 12% 11,051 lbs 5 26.00 ft 36.00 ft 8.0 in 0.045 22.0 12% 11,051 lbs 6 26.00 ft 36.00 ft 8.0 in 0.045 22.0 12% 11,051 lbs 7 23.00 ft 36.00 ft 8.0 in 0.062 16.2 9% 8,148 lbs 8 23.00 ft 36.00 ft 8.0 in 0.062 16.2 9% 8,148 lbs 9 26.33 ft 36.00 ft 8.0 in 0.044 22.7 12% 11,396 lbs 10 0.00 ft 0.0 0 lbs 11 0.00 ft 0.0 0 lbs 12 0.00 ft 0.0 0 lbs Total 187.4 94,000 lbs 2/11/2021 1:14 PM Concrete Shear Walls Shear Distrib. (NS) 1 of 9 73 PEAK ENGINEERING, INC. Date: 2/11/2021 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Designed by: MAF Page: Project: Axis 70 West Feature: Grid A/E typical Detail: N -S Tilt -up Pan Grid A/E NS typical (Notes on ACI318-14, Example 21 4) (Program assumes vertical and horizontal reinforcement occurs at each face, E.F.J Vu= 11.50 k Wall thickness 8.00 in. Nu= 10.0k Wall length 26.00 ft Wall height 36.00 ft fc= 4500 psi fy= 60000 psi d= 249.6 in. 11.10.4 0.75 (shear) 0.90 (flexure) 1. Check maximum shear strength Permitted ACI 11.10.3 Vu <= 1004.6 k OK 2. Calculate shear strength Provided by concrete Vic ACI 11.10.7 Critical section for shear= 13.00 ft ACI (11-31) Vc= 444.0 k ) ACI (11-32) Vc= 519.9 k Mu @ critical section = 3174 in -k Controlling Vc = 444.0 k ACI 11.10.8 1/2oVc = 166.5 k No shear reinforcement required 3. Determine required horizontal shear reinforcement 11.10.9.1 ACI 11.10.9.3 Max. spacing = 18.00 in. ACI (11-1) sr= (2) #3 bars s2= 11.00 in. ACI (11-2) AV/S2 = -0.0286 (2) #4 bars s2= 18.00 in. ACI (11-33) Use (2) #5 bars s2= 18.00 in. ACI 11.10.9.2 (Simplified Design - Reinforced Use #4 @ 18 in. o.c. E.F. Ph = 0.0027 4. Determine required vertical shear reinforcement 11.10.9.4 ACI 11.10.9.5 Max. spacing = 18.00 in. (2) #3 bars sr= 10.47 in. ACI (11-34) Ph = 0.0026 (2) #4 bars sr= 18.00 in. (2) #5 bars sr= 18.00 in. Use #5 @ 18 in. o.c. E.F. pn = 0.004: 5. Design for flexure (Uniformly distributed vertical bars) (Simplified Design - Reinforced Concrete Buildings of Moderate Size and Height, End Edition, 1993) Mu = 414.0 ft -k Pu=Nu= 10.0k Trial As: Try using bars from vertical shear reinforcement = (19) #5 E.F. Use (8) #5 bars E.F. As= 4.91 irl ar 0.001 p1= 0.85 0= 0.026 SD 6.5 c / Iw = 0.035 oMn = 3438.3 ft -k OK Concrete Shear Walls Shearwall Check (NS Grid A E) JGH Revised: 3-30-07 74 PEAK ENGINEERING, INC. Shear Wall Distribution to Piers Project: Axis 70 West Description: Grid 1 E -W typical Vu= 22,000 lbs f'c= 4500 psi Ec= 3,823,676 psi Factored Pier # Iw h' t D k Percent Force Vu 1 24.33 ft 34.00 ft 8.0 in 0.011 92.0 14% 3,088 lbs 2 25.00 ft 33.50 ft 8.0 in 0.010 101.9 16% 3,419 lbs 3 25.00 ft 33.00 ft 8.0 in 0.009 105.7 16% 3,545 lbs 4 25.00 ft 32.50 ft 8.0 in 0.009 109.6 17% 3,677 lbs 5 25.00 ft 32.00 ft 8.0 in 0.009 113.7 17% 3,815 lbs 6 25.00 ft 31.50 ft 9.0 in 0.008 132.8 20% 4,455 lbs 7 8 9 10 0.0 0lbs 11 0.0 0lbs 12 0.0 0lbs Total 655.61 22,000 lbs 2/11/2021 1:14 PM Concrete Shear Walls Shear Distrib. (EW Grid 1) 3 of 9 75 PEAK ENGINEERING, INC. Date: 2/11/2021 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Designed by: MAF Page: Project: Axis 70 West Feature: Grid 1 Detail: E -W Tilt -up Pan Grid A/E NS typical (Notes on ACI318-14, Example 21 4) (Program assumes vertical and horizontal reinforcement occurs at each face, E.F.J Vu= 4.50 k Wall thickness 8.00 in. Nu= 10.0 k Wall length 24.00 ft Wall height 35.00 ft fc= 4500 psi fy= 60000 psi d= 230.4 in. 11.10.4 0.75 (shear) 0.90 (flexure) 1. Check maximum shear strength Permitted ACI 11.10.3 Vu <= 927.3 k OK 2. Calculate shear strength Provided by concrete Vic ACI 11.10.7 Critical section for shear= 12.00 ft ACI (11-31) Vc= 410.0 k ACI (11-32) Vc= 414.9 k Mu @ critical section = 1242 in -k Controlling Vc = 410.0 k ACI 11.10.8 1/2oVc = 153.8 k No shear reinforcement required 3. Determine required horizontal shear reinforcement 11.10.9.1 ACI 11.10.9.3 Max. spacing = 18.00 in. ACI (11-1) (2) #3 bars s2= 11.00 in. ACI (11-2) AV/S2 = -0.0292 (2) #4 bars s2= 18.00 in. ACI (11-33) (2) #5 bars s2= 18.00 in. ACI 11.10.9.2 Use #4 @ 18 in. o.c. E.F. Ph = 0.0027 4. Determine required vertical shear reinforcement 11.10.9.4 ACI 11.10.9.5 Max. spacing = 18.00 in. (2) #3 bars sr= 10.50 in. ACI (11-34) Ph = 0.0026 (2) #4 bars sr= 18.00 in. (2) #5 bars sr= 18.00 in. Use #5 @ 18 in. o.c. E.F. pn = 0.0043 5. Design for flexure (Uniformly distributed vertical bars) (Simplified Design - Reinforced Concrete Buildings of Moderate Size and Height, End Edition, 1993) Mu = 157.5 ft -k Pu=Nu= 10.0k Trial As: Try using bars from vertical shear reinforcement = (17) #5 E.F. Use (6) #5 bars E.F. As = 3.68 irl Ol 0.001 p1= 0.85 rn' 0.021 SD 6.5 c / Iw = 0.029 oMn = 2421.1 ft -k OK Concrete Shear Walls Shearwall Check (EW Grid 1) JGH Revised: 3-30-07 76 PEAK ENGINEERING, INC. Shear Wall Distribution to Piers 2/11/2021 1:14 PM Concrete Shear Walls Shear Distrib. (EW Grid 2) 5 of 9 77 2/11/2021 1:14 PM Concrete Shear Walls Shear Distrib. (EW Grid 2) 5 of 9 77 PEAK ENGINEERING, INC. Date: 2/11/2021 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Designed by: MAF Page: Project: Axis 70 West Feature: Grid 2 panels Detail: E -W Tilt -up Pan Grid A/E NS typical (Notes on ACI318-14, Example 21 4) (Program assumes vertical and horizontal reinforcement occurs at each face, E.F.J Vu= 47.00 k Wall thickness 8.00 in. Nu= 65.0 k Wall length 22.50 ft Wall height 36.00 ft fc= 4500 psi fy= 60000 psi d= 216.0 in. 11.10.4 0.75 (shear) 0.90 (flexure) 1. Check maximum shear strength Permitted ACI 11.10.3 Vu <= 869.4 k OK 2. Calculate shear strength Provided by concrete Vic ACI 11.10.7 Critical section for shear= 11.25 ft ACI (11-31) Vc= 395.5 k ACI (11-32) Vc= 328.4 k Mu @ critical section = 13959 in -k Controlling Vc = 328.4 k ACI 11.10.8 1/2oVc = 123.1 k No shear reinforcement required 3. Determine required horizontal shear reinforcement 11.10.9.1 ACI 11.10.9.3 Max. spacing = 18.00 in. ACI (11-1) (2) #3 bars s2= 11.00 in. ACI (11-2) AV/S2 = -0.0205 (2) #4 bars s2= 18.00 in. ACI (11-33) (2) #5 bars s2= 18.00 in. ACI 11.10.9.2 Use #4 @ 18 in. o.c. E.F. Ph = 0.0027 4. Determine required vertical shear reinforcement 11.10.9.4 ACI 11.10.9.5 Max. spacing = 18.00 in. (2) #3 bars sr= 10.57 in. ACI (11-34) Ph = 0.0026 (2) #4 bars sr= 18.00 in. (2) #5 bars sr= 18.00 in. Use #5 @ 18 in. o.c. E.F. pn = 0.0043 5. Design for flexure (Uniformly distributed vertical bars) (Simplified Design - Reinforced Concrete Buildings of Moderate Size and Height, End Edition, 1993) Mu = 1692.0 ft -k Pu=Nu= 65.0k Trial As: Try using bars from vertical shear reinforcement = (16) #5 E.F. Use (6) #5 bars E.F. As = 3.68 irl Ol 0.007 p1= 0.85 rn' 0.023 SD 6.5 c / Iw = 0.038 oMn = 2783.8 ft -k OK Concrete Shear Walls Shearwall Check (EW Grid 2) JGH Revised: 3--30-07 78 PEAK ENGINEERING, INC. Shear Wall Distribution to Piers Project: Axis 70 West Description: Grid 3 EW Vu= 184,000 lbs f'c= 4500 psi Ec= 3,823,676 psi Factored Pier # Iw h' t D k Percent Force Vu 1 28.00 ft 31.50 ft 8.0 in 0.055 18.3 15% 26,878 lbs 2 28.00 ft 32.00 ft 8.0 in 0.057 17.7 14% 25,937 lbs 3 26.00 ft 32.50 ft 8.0 in 0.070 14.4 11% 21,084 lbs 4 26.00 ft 33.00 ft 8.0 in 0.072 13.9 11% 20,339 lbs 5 26.00 ft 33.50 ft 8.0 in 0.075 13.4 11% 19,626 lbs 6 26.00 ft 34.00 ft 8.0 in 0.077 12.9 10% 18,945 lbs 7 26.00 ft 34.50 ft 8.0 in 0.080 12.5 10% 18,294 lbs 8 34.33 ft 35.25 ft 8.0 in 0.045 22.4 18% 32,897 lbs 9 10 11 12 Total 125.5 184,000 lbs 2/11/2021 1:14 PM Concrete Shear Walls Shear Distrib. (EW Grid 3) 7 of 9 79 PEAK ENGINEERING, INC. Date: 2/11/2021 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Designed by: MAF Page: Project: Axis 70 West Feature: Grid 3 Panel S08 Detail: E -W Tilt -up Panel Shearwall Check (Notes on ACI318-14, Example 21 4) (Program assumes vertical and horizontal reinforcement occurs at each face, E.F.J Vu= 33.00 k Wall thickness 8.00 in. Nu= 31.0k Wall length 17.00 ft Wall height 35.50 ft fc= 4500 psi fy= 60000 psi d= 163.2 in. 11.10.4 0.75 (shear) 0.90 (flexure) 1. Check maximum shear strength Permitted ACI 11.10.3 Vu <= 656.9 k OK 2. Calculate shear strength Provided by concrete Vic ACI 11.10.7 Critical section for shear= 8.50 ft ACI (11-31) Vc= 295.2 k ) ACI (11-32) Vc= 157.7 k Mu @ critical section = 10692 in -k Controlling Vc = 157.7 k ACI 11.10.8 1/2oVc = 59.1 k No shear reinforcement required 3. Determine required horizontal shear reinforcement 11.10.9.1 ACI 11.10.9.3 Max. spacing = 18.00 in. ACI (11-1) sr= (2) #3 bars s2= 11.00 in. ACI (11-2) AV/S2 = -0.0116 (2) #4 bars s2= 18.00 in. ACI (11-33) Use (2) #5 bars s2= 18.00 in. ACI 11.10.9.2 (Simplified Design - Reinforced Use #4 @ 18 in. o.c. E.F. Ph = 0.0027 4. Determine required vertical shear reinforcement 11.10.9.4 ACI 11.10.9.5 Max. spacing = 18.00 in. (2) #3 bars sr= 10.80 in. ACI (11-34) Ph = 0.0025 (2) #4 bars sr= 18.00 in. (2) #5 bars sr= 18.00 in. Use #5 @ 18 in. o.c. E.F. pn = 0.004: 5. Design for flexure (Uniformly distributed vertical bars) (Simplified Design - Reinforced Concrete Buildings of Moderate Size and Height, End Edition, 1993) Mu = 1171.5 ft -k Pu=Nu= 31.0k Trial As: Try using bars from vertical shear reinforcement = (13) #5 E.F. Use (8) #5 bars E.F. As= 4.91 irl ar 0.004 p1= 0.85 0= 0.040 SD 6.5 c / Iw = 0.055 oMn = 2352.7 ft -k OK Concrete Shear Walls Shearwall Check (EW Grid 3) JGH Revised: 3-30-07 80 PEAK ENGINEERING, INC. Date: 2/11/2021 303-274-0707, FAX: 303-274-0808 Job No.: 20-185 Designed by: MAF Page: Project: Axis 70 West Feature: Grid 3 typical Detail: E -W Tilt -up Panel Shearwall Check (Notes on ACI318-14, Example 21 4) (Program assumes vertical and horizontal reinforcement occurs at each face, E.F.J Vu= 27.00 k Wall thickness 8.00 in. Nu= 10.0k Wall length 26.00 ft Wall height 35.00 ft fc= 4500 psi fy= 60000 psi d= 249.6 in. 11.10.4 0.75 (shear) 0.90 (flexure) 1. Check maximum shear strength Permitted ACI 11.10.3 Vu <= 1004.6 k OK 2. Calculate shear strength Provided by concrete Vic ACI 11.10.7 Critical section for shear= 13.00 ft ACI (11-31) Vc= 444.0 k ) ACI (11-32) Vc= 568.7 k Mu @ critical section = 7128 in -k Controlling Vc = 444.0 k ACI 11.10.8 1/2oVc = 166.5 k No shear reinforcement required 3. Determine required horizontal shear reinforcement 11.10.9.1 ACI 11.10.9.3 Max. spacing = 18.00 in. ACI (11-1) sr= (2) #3 bars s2= 11.00 in. ACI (11-2) AV/S2 = -0.0272 (2) #4 bars s2= 18.00 in. ACI (11-33) Use (2) #5 bars s2= 18.00 in. ACI 11.10.9.2 (Simplified Design - Reinforced Use #4 @ 18 in. o.c. E.F. Ph = 0.0027 4. Determine required vertical shear reinforcement 11.10.9.4 ACI 11.10.9.5 Max. spacing = 18.00 in. (2) #3 bars sr= 10.45 in. ACI (11-34) Ph = 0.0026 (2) #4 bars sr= 18.00 in. (2) #5 bars sr= 18.00 in. Use #5 @ 18 in. o.c. E.F. pn = 0.004: 5. Design for flexure (Uniformly distributed vertical bars) (Simplified Design - Reinforced Concrete Buildings of Moderate Size and Height, End Edition, 1993) Mu = 945.0 ft -k Pu=Nu= 10.0k Trial As: Try using bars from vertical shear reinforcement = (19) #5 E.F. Use (8) #5 bars E.F. As= 4.91 irl ar 0.001 p1= 0.85 0= 0.026 SD 6.5 c / Iw = 0.035 oMn = 3438.3 ft -k OK Concrete Shear Walls Shearwall Check (EW Grid 3) (2) JGH Revised: 3-30-07 81 PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING 110-1�6 DESIGNED BY: Mff DATE: lD Wl PAGE: 1[ % Wt (j. JOB No.[:�1�w PROJECT / M f0 CVts FEATURE: I)9UC ), Wad —t,yi I DETAIL: reed i n �' Lv -- Dmv1 PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING %�/i� DESIGNED BY: MAf DATE: 10 Lolfl PAGE: ry/ ��}{� Joe No.: $ / �,�9 �1) �/J� PROJECT. A'x l0 Wm FEATURE:_ ]J �/�y�WaR—AOf t DETAIL: PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING -Ins Joe No.: DESIGNED BY �r" DATE: ✓ U xv PACE: ANiC M lA A0 R111ef V 1AfAde --kIn R - see previous spreadsheets shear wall load distribution. K- Criteria, Mass and Exposure Data GRID 2 LATERAL LOADS RAM Structural System RAM Frame 17.02.00.130 j $entley Data Base: 2021-02-2021 Axis 70 West - permit comments CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 8.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0090 Walls Out -of -plane Stiffness Not Included in Analysis. Use Reduced Stiffness for Steel Members (AISC 360): Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) DIAPHRAGM DATA: Story Diaph # Diaph Type Roof 1 Pseudo - Flexible Disconnect Internal Nodes of Beams: Yes Disconnect Nodes outside Slab Boundary: Yes STORY MASS DATA: Includes Self Mass of: Beams Columns (Half mass of columns above and below) Walls (Half mass of walls above and below) Slabs/Deck Calculated Values: Story Diaph # Roof 1 Story Diaph # Roof 1 WIND EXPOSURE DATA: Calculated Values: Story Diaph # Roof 1 STORY GRAVITY LOADS DATA: Includes Weight of: Columns Walls Live Load Reduction (Calculated) Reducible : 0.00% Storage : 0.00% Calculated Values: Story Diaph # Roof 1 tib = 1.00 Weight Mass MMI kips k-s2/ft ft -k -s2 5274.34 163.80 7658935 Combine None Min X 0.33 Dead kips 7843.46 Xm ft 308.50 Building Extents (ft) Max X Min Y Max Y 611.67 0.33 239.67 Xc Yc ft ft 306.41 124.27 02/12/21 11:39:56 Ym EccX EccY ft ft ft 123.74 30.57 11.97 Expose Parapet ft Full 2.00 Live Xc Yc kips ft ft 0.00 0.00 0.00 85 Criteria, Mass and Exposure Data RAM Structural System RAM Frame 17.02.00.130 Page 2/2 j $entley Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 11:39:56 Story Diaph # Snow XC Yc Combine kips ft ft Roof 1 4435.88 316.11 121.84 None Loads and Applied Forces RAM Structurals,,. RAM Frame 17.02.00.130 j $entley Data Base: 2021-02-2021 Axis 70 West - permit comments LOAD CASE: Wind ASCE 7-16 Exposure: C Basic Wind Speed (mph): 135.0 Apply Directionality Factor, Kd = 0.85 Use Topography Factor, Kzt: 1.00 Ground Elevation Factor, Ke: 0.83 Use Natural Frequency for Y -Direction (Hz) = 1.00 Gust Factor for Rigid Structures, G: Use G = 0.85 for Y -Dir. Damping Ratio for Flexible Structures= 0.01 Mean Roof Height in Y -Dir. (ft): Top Story Height = 34.00 Ground Level for Y -Dir.: Base WIND PRESSURES: Y -Direction: Natural Frequency = 1.000 CpWindward = 0.80 gLeeward (qh Y -Dir.) = 33.01 psf GCpn (Parapet): Windward = 1.50 Y -Direction: Structure is Rigid Leeward = -1.00 02/12/21 11:39:56 Height (ft) Kz Kzt qz (psf) Gust Factor G CpLeeward Pressure (psf) 36.00 1.021 1.000 33.411 ---- ---- 83.526 34.00 1.008 1.000 33.011 0.850 -0.500 36.477 0.00 0.849 1.000 27.787 0.850 -0.500 32.925 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE716_1_Y Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 34.00 0.00 468.91 306.00 120.00 APPLIED STORY FORCES Type: Wind_ASCE716_1_Y Level Ht Fx Fy ft kips kips Roof 34.00 0.00 468.91 0.00 468.91 APPLIED DIAPHRAGM FORCES Type: Wind_ASCE716_2_Y+E Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 34.00 0.00 351.68 397.70 120.00 APPLIED STORY FORCES Type: Wind_ASCE716_2_Y+E Level Ht Fx Fy ft kips kips Roof 34.00 0.00 351.68 0.00 351.68 87 Loads and Applied Forces RAM Structural System RAM Frame 17.02.00.130 j $entley Data Base: 2021-02-2021 Axis 70 West - permit comments APPLIED DIAPHRAGM FORCES Type: Wind_ASCE716_2_Y-E Level Diaph.# Ht Fx Fy ft kips kips Roof 1 34.00 0.00 351.68 APPLIED STORY FORCES Type: Wind_ASCE716_2_Y-E Level Ht Fx Fy ft kips kips Roof 34.00 0.00 351.68 0.00 351.68 Page 2/4 02/12/21 11:39:56 X Y ft ft 214.30 120.00 Loads and Applied Forces RAM Structural System RAM Frame 17.02.00.130 Page 3/4 j $entley Data Base: 2021-02-2021 Axis 70 West - permit comments 02/12/21 11:39:56 LOAD CASE: Seismic Seismic ASCE 7-16 Equivalent Lateral Force Importance Factor: 1.00 TL: 4.00 s Site Class C: Very Dense Soil and Soft Rock Ss: 0.227 g S1: 0.060 g Use Specified: SDs: 0.197 g SD1: 0.060 g Risk Category: II Seismic Design Category: B Provisions for: Force Ground Level: Base Dir Eccent R Ta Equation Building Period -T Y + And - 4.0 Std,Ct=0.020,x=0.75 User Defined Dir Ta Cu T T -used Cs Eg12.8-2 Cs(max) Cs(min) Cs -used k Eg12.8-3 Eq 12.8-5 Y 0.282 1.700 0.294 0.294 0.049 0.051 0.010 0.049 1.000 Total Building Weight (kips) = 5274.34 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE716_Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 34.00 0.00 259.76 339.06 123.74 APPLIED STORY FORCES Type: EQ_ASCE716_Y_+E_F Level Ht Fx Fy ft kips kips Roof 34.00 0.00 259.76 0.00 259.76 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE716_Y= E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Roof 1 34.00 0.00 259.76 277.93 123.74 APPLIED STORY FORCES Type: EQ_ASCE716_Y= E_F Level Ht Fx Fy ft kips kips Roof 34.00 0.00 259.76 0.00 259.76 .e Frame Story Shears RAM Structural System RAM Frame 17.02.00.130 j $entley Data Base: 2021-02-2021 Axis 70 West - permit comments CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 8.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0090 Walls Out -of -plane Stiffness Not Included in Analysis. Use Reduced Stiffness for Steel Members (AISC 360): tib = 1.00 Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) Frame #1 Load Case: D DeadLoad RAMUSER Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 0.00 0.00 Load Case: Sp PosSnowLoad RAMUSER Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 0.00 0.00 Load Case: W1 Wind Wind _ASCE716_1_Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 239.15 239.15 Load Case: W2 Wind Wind _ASCE716_2_Y+E Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 179.36 179.36 Load Case: W3 Wind Wind _ASCE716_2_Y-E Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 179.36 179.36 Load Case: E1 Seismic EQ_ASCE716_Y_+E F Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips Roof 0.00 0.00 155.86 155.86 Load Case: E2 Seismic EQ_ASCE716_Y_-E F Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips 02/12/21 11:39:56 t Axis 70 West Job No.: 20-185 CALCULATIONS FOR: FOUNDATIONS 91 Continuous Foundation Desi_an RAM Foundation v17.02.00.130 RAM Structural System DataBase: 2021-02-2021 Axis 70 West - permit comments Date: 02/12/21 13:55:41 j $entley Building Code: IBC Design Code: AC1318-14 FOOTING DESIGN Bar Depth (in) Footing # 44 GRID 2 FOUNDATION DESIGN Length (ft): 92.00 Width (ft): 6.50 Thickness (ft): 2.25 Footing Orientation (deg): 90.00° Concrete fc (ksi): 3.00 fct (ksi): CODE Density (pcf): 145.00 Ec (ksi): 3155.92 Reinf. fy (ksi): 60.00 LOADS Surcharge (ksf) Dead Load: REINFORCEMENT Bar Depth (in) Top Longitudinal Flexure Reinforcement: Bar Depth (in) Spacing Seg. Spacing Num. Start/End (ft) 1 0.00/34.00 2 34.00/58.00 3 58.00/92.00 WE Bottom Longitudinal Flexure Reinforcement: Bar Depth (in) Seg. Spacing Num. Start/End (ft) 1 0.00/34.00 2 34.00/58.00 3 58.00/92.00 Transverse Flexure Reinforcement: Live Load: 24.62 Bar End Condition Start/End H/S S/S S/H 23.62 Bar End Condition Start/End H/S S/S S/H No Top Bars 9-#6 9-#6 9-#6 Bot. Bars 9-#6 9-#6 9-#6 Top Bar Depth (in) 23.88 Bottom Bar Depth (in) 22.88 Seg. Segment Top Bars Bot. Bars Num. Start/End (ft) 1 0.00/92.00 i 26-06 #6 Longitudinal Shear Reinforcement: #5 t7a 18" T&B TRANSVERSE O.K. - SEE CALCS BELOW No Shear Reinforcement Required. SUPPORTED MEMBERS Walls: Loc. Along Size Wall Location (ft): Footing (ft): (LxW) (in): Type Orientation (52.33, 0.33) to (52.33, 90.33) 46.00 1080.00x 8.00 Wall 0.00 CONCRETE CAPACITY Longitudinal Ld Co # Loc. (ft) Transvers Ld Co # Loc. (ft) Req. Max Shear (kip) 0.00 -1 0.00 Provided Shear (kip) 0.00 0.00 Req. Max Pos. Moment (kip -ft) 0.10 36 91.00 482.91 1 0.00 Provided Pos. Moment (kip -ft) 410.35 91.00 5413.41 0.00 Req. Max Neg. Moment (kip -ft) -1.48 1 91.00 -178.74 1 0.00 Provided Neg. Moment (kip -ft) -428.17 91.00 -5656.34 0.00 Req. Max Punching Shear (kip) 876.43 12 46.00 Provided Punching Shear (kip) 4579.74 46.00 92 Continuous Foundation Desi_an RAM Foundation v17.02.00.130 RAM Structural System DataBase: 2021-02-2021 Axis 70 West - permit comments j $entley Building Code: IBC SOIL CAPACITY Allowable Soil Bearing Capacity (ksf) 4.0 Soil Subgrade Modulus (ksf / ft) 96.0 Max Unfactored Soil Bearing (ksf) 2.2 Max Average Unfactored Soil Bearing (ksf) 1.2 Page 2/2 Date: 02/12/21 13:55:41 Design Code: AC1318-14 Ld Co # 72 4.0 ksf allowed for wind/seismic loads W, Continuous Foundation Design Envelope RAM Foundation v17.02.00.130 RAM Structural System DataBase: 2021-02-2021 Axis 70 West - permit comments %IBenttey Building Code: IBC Footing Mark: 44 LONGITUDINAL DIRECTION Date: 02/12/21 13:55:41 Design Code: AC1318-14 Positive Flexure Negative Flexure Location Mu Phi Mn As Req. Mu Phi Mn ft kip -ft kip -ft int kip -ft kip -ft 0.000 0.00 410.35 3.79 -0.00 -428.17 0.031 3.79 410.35 3.79 -0.00 -428.17 1.000 0.00 410.35 3.79 26.58 -428.17 3.000 3.79 410.35 3.79 0.00 -428.17 6.000 0.00 410.35 3.79 92.06 -428.17 9.000 3.79 410.35 3.79 0.00 -428.17 12.000 0.00 410.35 3.79 193.77 -428.17 15.000 3.79 410.35 3.79 0.00 -428.17 18.000 0.00 410.35 3.79 315.65 -428.17 21.000 3.79 410.35 3.79 0.00 -428.17 24.000 0.00 410.35 3.79 451.30 -428.17 27.000 ACTUAL 410.35 3.79 ACTUAL -428.17 30.000 OVERALL 410.35 3.79 OVERALL -428.17 33.000 FOOTING 410.35 3.79 FOOTING -428.17 36.000 DESIGN 410.35 3.79 DESIGN -428.17 39.000 MOMENT IS 410.35 3.79 MOMENT IS -428.17 42.000 LESS THAN 1 410.35 3.79 LESS THAN 1 -428.17 46.000 K- FT: 410.35 3.79 K -FT: -428.17 48.000 REINFORCE 410.35 3.79 REINFORCE -428.17 51.000 FOR T&S 410.35 3.79 FOR T&S -428.17 54.000 0.00 410.35 3.79 5.48 -428.17 57.000 3.79 410.35 3.79 0.00 -428.17 60.000 94 410.35 3.79 -428.17 63.000 410.35 3.79 -428.17 66.000 410.35 3.79 -428.17 69.000 410.35 3.79 -428.17 72.000 410.35 3.79 -428.17 75.000 410.35 3.79 -428.17 78.000 410.35 3.79 -428.17 81.000 410.35 3.79 -428.17 84.000 410.35 3.79 -84.11 -428.17 87.000 410.35 3.79 -35.91 -428.17 91.000 0.10 410.35 3.79 -1.48 -428.17 91.969 0.00 410.35 3.79 -0.00 -428.17 Date: 02/12/21 13:55:41 Design Code: AC1318-14 Critical Section Shear As Req. Vu Phi Vn As Req. in' kip kip inZ/ft 3.79 0.05 0.00 0.00 3.79 0.76 0.00 0.00 3.79 2.97 0.00 0.00 3.79 8.80 0.00 0.00 3.79 15.95 0.00 0.00 3.79 26.58 0.00 0.00 3.79 43.89 0.00 0.00 3.79 65.76 0.00 0.00 3.79 92.06 0.00 0.00 3.79 122.51 0.00 0.00 3.79 156.65 0.00 0.00 3.79 193.77 0.00 0.00 3.79 232.79 0.00 0.00 3.79 272.22 0.00 0.00 3.79 315.65 0.00 0.00 3.79 364.76 0.00 0.00 3.79 419.49 0.00 0.00 3.79 451.30 0.00 0.00 3.79 456.39 0.00 0.00 3.79 423.41 0.00 0.00 3.79 375.40 0.00 0.00 3.79 324.20 0.00 0.00 3.79 272.70 0.00 0.00 3.79 232.32 0.00 0.00 3.79 193.34 0.00 0.00 3.79 156.28 0.00 0.00 3.79 122.20 0.00 0.00 3.79 91.82 0.00 0.00 3.79 65.59 0.00 0.00 3.79 43.79 0.00 0.00 3.79 26.54 0.00 0.00 3.79 14.54 0.00 0.00 3.79 5.48 0.00 0.00 3.79 1.03 0.00 0.00 94 Continuous Foundation Design Envelope RAM Foundation v17.02.00.130 RAM Structural System DataBase: 2021-02-2021 Axis 70 West - permit comments %IBentley Building Code: IBC Location Mu Phi Mn As Req. 92.000 0.00 410.35 3.79 Note: Locations in bold font are under a column TRANSVERSE DIRECTION Mu -0.00 Mu 482.91 482.91 0. 8 0. 1.5 2.0 2.10 2.20 2.03 1.53 0.92 0.36 0.11 RAM calculated phi -Mn & As,req is much greater than the calculated maximum Mu, thus: For d = 23.5" and Mu = 483 k -ft max. (5.3 k-ft/ft) As, req = 0.06 in"2 per foot =___> #5 @ 18" T & B ok in transverse direction Page 2/2 Date: 02/12/21 13:55:41 Design Code: AC1318-14 Phi Mn As Req. Vu Phi Vn As Req. -428.17 3.79 0.06 0.00 0.00 Bottom Flexure Phi Mn As Req. 5413.41 55.10 5413.41 55.10 Punching Shear Vu Phi Vn 876.43 4579.74 Co # Location Top Flexure Ld Co # Location Mu Phi Mn As Req. ft 1.00 0.13 93 0.00 178.74=5656.3455�.92.00 0.57 69 69 178.74 1.15 69 Soil Stress Under Fol i 1.72 69 Location Stress Ld Co # Location ft ksf 2.00 ft 0.00 0.07 93 0.03 3.00 0.23 93 6.00 12.00 0.76 69 15.00 21.00 1.35 69 24.00 30.00 1.89 69 33.00 39.00 2.12 69 42.00 48.00 2.08 72 51.00 57.00 2.13 72 60.00 66.00 1.72 66 69.00 75.00 1.13 66 78.00 84.00 0.53 66 87.00 91.97 0.11 90 92.00 Note: Locations in bold font are under a column Mu -0.00 Mu 482.91 482.91 0. 8 0. 1.5 2.0 2.10 2.20 2.03 1.53 0.92 0.36 0.11 RAM calculated phi -Mn & As,req is much greater than the calculated maximum Mu, thus: For d = 23.5" and Mu = 483 k -ft max. (5.3 k-ft/ft) As, req = 0.06 in"2 per foot =___> #5 @ 18" T & B ok in transverse direction Page 2/2 Date: 02/12/21 13:55:41 Design Code: AC1318-14 Phi Mn As Req. Vu Phi Vn As Req. -428.17 3.79 0.06 0.00 0.00 Bottom Flexure Phi Mn As Req. 5413.41 55.10 5413.41 55.10 Punching Shear Vu Phi Vn 876.43 4579.74 Co # Location Stress Ld Co # ft ksf 93 1.00 0.13 93 69 9.00 0.57 69 69 18.00 1.15 69 69 27.00 1.72 69 69 36.00 2.10 69 75 46.00 2.00 64 72 54.00 2.20 72 66 63.00 1.89 66 66 72.00 1.33 66 66 81.00 0.72 66 90 91.00 0.16 90 95 Axis 70 West 20-185 Shear Wall at Grid 2 - single panel x 22.5 ft h 36 ft Vu 47 kip Mu 1692 k -ft Tu=Cu 80.6 kip Wall wt 82.0 kip OTM 1015.2 k -ft (ASD) Mresist 553.5 k -ft (ASD) Ta, uplift 34 kips (ASD) Mresist,u 830.25 k -ft Tu, uplift 63.8 kips Sliding force 28.2 kips (ASD) Footing width 6.5 ft Footing length 32 ft Uplift resistance soil 23.9 k wall 82.0 footing 70.2 Total 197.1 kips Sliding resistance Q q2 wp wall footing roof load slab soil over footing Total FS 100 psf 650 psf 4.7 kips 49.2 42.1 0.2 3.0 7.2 42.6 kips 1.51 design for uplift design for uplift uplift ok sliding ok SHEAR WALL FOOTING OTM & SLIDING CHECKS Shear Wall at Grid 2 -full length x h Vu Mu Tu=Cu Wall wt OTM Mresist Ta, uplift Mresist,u Tu, uplift Sliding force Footing width Footing length Uplift resistance soil wall footing exterior panels Total Sliding resistance Q q2 wp wall footing roofload slab soil over footing Total FS 6'-6 WIDE FOOTING OK AT GRID 2 SHEAR WALL 90 ft 36 ft 219 kip 7884 k -ft 89 kip 356.0 kip 4730.4 k -ft (ASD) 9612.0 k -ft (ASD) -90 kips (ASD) 14418 k -ft -121.0 kips 131.4 kips (ASD) Eft 125 ft 84.0 k 356.0 253.1 64.0 454.3 kips 100 psf 650 psf 89.8 kips 252.0 151.9 0.6 4.9 25.9 210.0 kips 1.60 no uplift no uplift m Axis 70 West 20-185 Shear Wall at Grid 13 - Panel S08 SHEAR WALL FOOTING OTM & SLIDING CHECKS Shear Wall at Grids 13-Tvoical x 17it x 26 it h 35.5 ft h 36 it Vu 33 kip Vu 27 kip Mu 1171.5 k -ft Mu 972 k -ft Tu=Cu 76 kip Tu=Cu 40 kip Wall wt 115.0 kip Wall wt 78.0 kip OTM 702.9 k -ft (ASD) OTM 680.4 k -ft (ASD) Mresist 586.5 k -ft (ASD) design for uplift Mresist 608.4 k -ft (ASD) Ta, uplift 11.4 kips (ASD) Ta, uplift 4.6 kips (ASD) Mresist,u 879.75 k -ft Mresist,u 912.6 k -ft Tu, uplift 28.6 kips design for uplift Tu, uplift 3.8 kips Sliding force 19.8 kips (ASD) Sliding force 16.2 kips (ASD) Footing width 2 ft Footing length 20 it Uplift resistance soil 4.5 k wall 115.0 k footing 13.5 k Total 63.7 k FS 5.6 uplift ok Sliding resistance q 100 k q2 550 k wp 1.2 k wall 69.0 k footing 8.1 k roof load 2.8 k slab 3.5 k soil over footing 1.4k Total 34.4 k FS 1.7 sliding ok Footing width 2 ft Footing length 26 it Uplift resistance 100 k soil 5.8 k wall 78.0 k footing 17.6 k Total 60.8 k FS 13.2 uplift ok Sliding resistance q 100 k q2 550 k wp 1.2 k wall 46.8 k footing 10.5 k roofload 2.8 k slab 3.5 k soil over footing 1.8k Total 26.7 k FS 1.6 sliding ok design for uplift design for uplift MA Axis 70 West 20-185 Shear Wall at Grid E - Panel W01 SHEAR WALL FOOTING OTM & SLIDING CHECKS Shear Wall at Grids A/E - Typical x 9 f x 26 ft h 36 ft h 36 ft Vu 11.5 kip Vu 11.5 kip Mu 414 k -ft Mu 414 k -ft Tu=Cu 55 kip Tu=Cu 17 kip Wall wt 90.0 kip Wall wt 78.0 kip OTM 289.8 k -ft (ASD) OTM 289.8 k -ft (ASD) Mresist 243.0 k -ft (ASD) design for uplift Mresist 608.4 k -ft (ASD) Ta, uplift 8.7 kips (ASD) Ta, uplift -20.4 kips (ASD) Mresist,u 364.5 k -ft Mresist,u 912.6 k -ft Tu, uplift 9.2 kips design for uplift Tu, uplift -32.0 kips Sliding force 6.9 kips (ASD) Sliding force 6.9 kips (ASD) Footing width 2 ft Footing length 12 ft Uplift resistance soil 2.7 k wall 90.0 footing 8.1 Total 63.7 uplift ok Sliding resistance q 100 q2 550 wp 1.2 wall 54.0 k footing 4.9 k roof load 2.8 k slab 3.5 k soil over footing 0.8 Total 26.9 FS 3.9 Footing width 2 ft Footing length 26 ft Uplift resistance soil 5.8 k wall 78.0 footing 17.6 Total 60.8 Sliding resistance q 100 q2 550 wp 1.2 wall 46.8 k footing 10.5 k roof load 2.8 k slab 3.5 k soil over footing 1.8 Total 26.7 FS 3.9 io uplift no uplift 01-01 Spread Footing Design RAM Foundation v17.02.00.130 RAM Structural System Data Base: 2021-02-2021 Axis 70 West - permit comments j $entley Building Code: IBC FOOTING DESIGN Footing # 29 Footing Orientation (deg): Length (ft): Width (ft): Thickness (ft): Bottom Reinf. Parallel to Concrete f (ksi): 3.00 Reinf. fy (ksi): 60.00 INPUT DATA 0.00 7.00 7.00 1.25 Length: 8 - #5 fct (ksi): CODE Density (pcf) Column Size: HSS12X12X1/4 Base Plate Dimensions (in) 18.00 x 18.00 LOADS Surcharge (ksf) Dead Load: 0.000 Axial (kip) Dead Load: 47.92 Pos. Live: 0.00 Pos. Roof: 93.60 CONCRETE CAPACITY Required Shear (kip) Provided Shear: (kip) Required Moment: (kip -ft) Provided Moment: (kip -ft) Required Punching Shear: (kip) Provided Punching Shear: (kip) REINFORCEMENT Bar Quantity/Bar Size: Required Steel/Provided Steel (int) Required Steel Code Ref. Bar Spacing (in) Bar Depth (in) Cover (in) Top N/A SOIL CAPACITY Major 54.95 80.66 119.46 126.56 187.32 197.19 TYPICAL INTERIOR FOOTING DESIGN Date: 02/12/21 11:34:44 Design Code: AC1318-14 Footing Column Location: (10 - D) Column Orientation (deg): 0.00 Width: 8-#5 145.00 Ec (ksi): 3155.92 Percent of overhang to assume Rigid: 50.00 Live Load: 0.000 Neg. Live: N/A Neg. Roof: N/A Ld Co/Code Ref 4 Sec. 8.6 4 4 Bottom Bars Parallel to Length Width 8-#5 8-#5 2.34/2.48 2.47/2.48 Sec. 24.4.3.2 Sec. 24.4.3.2 11.05 11.05 11.69 11.06 Bottom: 3.00 Side: 3.00 Minor 56.46 76.35 119.46 119.58 Ld Co/Code Ref. 4 Sec. 8.6 4 Top Bars Parallel to Length Width None None None None None None None None None None Ld Co Allowable Soil Bearing Capacity (ksf) 3.00 Max Unfactored Soil Bearing (ksf) 2.89 64 Max Average Unfactored Soil Bearing (ksf) 2.89 64 Max Soil Bearing for Factored Design (ksf) 4.23 4 Max Average Soil Bearing for Factored Design (ksf) 4.23 4 Spread Footing Design RAM Foundation v17.02.00.130 RAM Structurals,,. Data Base: 2021-02-2021 Axis 70 West - permit comments j $entley Building Code: IBC TYPICAL INTERIOR FOOTING DESIGN -GRID 2 FOOTING DESIGN Footing # 2 Footing Column Location: Footing Orientation (deg): 0.00 Column Orientation (deg) Length (ft): 7.00 Width (ft): 7.00 Thickness (ft): 1.25 Bottom Reinf. Parallel to Length: 8 - #5 Width: 8 - #5 Concrete f (ksi): 3.00 fct (ksi): CODE Density (pcf): 145.00 Ec (ksi): 3155.92 Reinf. fy (ksi): 60.00 INPUT DATA Column Size: HSS12X12X1/4 Date: 02/12/21 11:34:44 Design Code: AC1318-14 (2 - B) 0.00 Base Plate Dimensions (in) 18.00 x 18.00 Percent of overhang to assume Rigid: 50.00 fie . *� Surcharge (ksf) Dead Load Axial (kip) Dead Load Pos. Live: Pos. Roof: CONCRETE CAPACITY Required Shear (kip) Provided Shear: (kip) Required Moment: (kip -ft) Provided Moment: (kip -ft) Required Punching Shear: (kip) Provided Punching Shear: (kip) REINFORCEMENT Bar Quantity/Bar Size: Required Steel/Provided Steel (int) Required Steel Code Ref. Bar Spacing (in) Bar Depth (in) Cover (in) Top N/A SOIL CAPACITY 0.000 Live Load: 0.000 47.77 2.34/2.48 2.48/2.48 0.00 Neg. Live: N/A 94.64 Neg. Roof: N/A Major Ld Co/Code Ref. Minor 55.00 4 56.51 80.66 Sec. 8.6 76.35 119.57 4 119.57 126.56 119.58 188.78 4 197.19 Bottom Bars Parallel to Length Width 8-#5 8-#5 2.34/2.48 2.48/2.48 Sec. 24.4.3.2 Sec. 24.4.3.2 11.05 11.05 11.69 11.06 Bottom: 3.00 Side: 3.00 Ld Co/Code Ref. 4 Sec. 8.6 4 Top Bars Parallel to Length Width None None None None None None None None None None Ld Co Allowable Soil Bearing Capacity (ksf) 3.00 Max Unfactored Soil Bearing (ksf) 2.91 64 Max Average Unfactored Soil Bearing (ksf) 2.91 64 Max Soil Bearing for Factored Design (ksf) 4.26 4 Max Average Soil Bearing for Factored Design (ksf) 4.26 4 Ioe us- PEAK ENGINEERING INC. CONSULTING STRUCTURAL ENGINEERING JOB NO:EDESIGNED BY:VlA DATE: PAGE PROJECT h1( 70 ay FFATIRF{LA I}Lo /51µb C&je-U : DETAIL' Retain Pro (c) 1987-2016, Build 11.16.07.15 License: KW -06058090 Restrained Retaining Wall Code: IBC 2015,AC1 318-14,AC1 530-13 License To: PEAK ENGINEERING, INC 3,000 psf Criteria Lateral Load = 0.0 #/ft Soil Data 0.0 lbs >>>Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Retained Height = 5.00 ft Allow Soil Bearing = 3,000.0 psf ...Height to Bottorr = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning Wall height above soil = O.00ft Equivalent Fluid Pressure Method Axial Load Applied to Stem Load Type = Wind (W) Footing Type Line Load Total Wall Height = 5.00ft At -rest Heel Pressure = 85.0 psf/ft Axial Dead Load = O.O lbs at Back of Wall = 0.0 ft Top Support Height = 5.00 ft Passive Pressure = 250.0 psf/ft Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 Earth Pressure Seismic Load Soil Density = 120.00 pcf Added seismic per unit area = 0.0 psf Fp/ Wp Weight Multiplier = 0.000 g Slope Behind Wal = 0.00 FootingIlSoil Frictior = 0.300 Height of Soil over Toe = 6.00 in Soil height to ignore Total Bearing Load = 2,132 lbs Thickness = 8.00 in Fy = 60,000 psi ...resultant ecc. = 2.21 in for passive pressure = 12.00 in 3,000 psi Soil Pressure @ Toe = 853 psf OK Stem is FREE to rotate at top of footing Thumbnail Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load 3,000 psf Surcharge Over Heel = 100.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 lbs >>>Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 100.0 psf ...Height to Bottorr = 0.00 ft Eccentricity = 0.00 in Used for Sliding & Overturning 530.2 lbs Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Load Type = Wind (W) Footing Type Line Load (�trengtn Levei) Base Above/Below Soil Axial Dead Load = O.O lbs at Back of Wall = 0.0 ft Axial Live Load = 0.0 lbs Wind on Exposed Stem = 0.0 psf Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300 Earth Pressure Seismic Load Kh Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Fp/ Wp Weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load Design Summary Concrete Stem Construction Total Bearing Load = 2,132 lbs Thickness = 8.00 in Fy = 60,000 psi ...resultant ecc. = 2.21 in Wall Weight = 100.0 psf f'c = 3,000 psi Soil Pressure @ Toe = 853 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 853 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 571 psf ACI Factored @ Heel = 1,475 psf Footing Shear @ Toe = 2.4 psi OK Footing Shear @ Hee = 0.1 psi OK Allowable = 82.2 psi Reaction at Top = 530.2 lbs Reaction at Bottom = 2.216.2 lbs Sliding Calcs Lateral Sliding Force = 2,216.2 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Load Factors Mmax Between Building Code IBC 2015,AC1 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Design Height Above Ftc Rebar Size Rebar Spacing Rebar Placed al Rebar Depth 'd' Design Data fb/FB + fa/Fa Mu .... Actual Mn " Phi..... Allowable Shear Force @ this height 0.000 0.0 ft-# 5,515.2 ft-# 852.3 lbs Shear..... Actual = 12.91 psi Shear..... Allowable = 82.16 psi 0.237 Mmax Between 1,433.2 ft-# Top Support Top & Base @ Base of Wall Stem OK Stem OK Stem OK = 5.00 ft 2.21 ft 0.00 ft _ # 5 # 5 # 5 = 16.00 in 16.00 in 16.00 in = Edge Edge Edge = 5.50 in 6.00 in 5.50 in 0.000 0.0 ft-# 5,515.2 ft-# 852.3 lbs Shear..... Actual = 12.91 psi Shear..... Allowable = 82.16 psi 0.237 0.000 1,433.2 ft-# 0.0 ft-# 6,038.3ft-# 5,515.2ft-# 1,416.7 lbs 21.46 psi 82.16 psi Other Acceptable Sizes & Spacings: Toe: # 5 @ 18.00 in -or- Not req'd: Mu < phi"5"Iambda"sgrt(f'c)"Sm Heel:# 5 @ 18.00 in -or- Not req'd: Mu < phi"5"Iambda"sgrt(f'c)"Sm Key: Slab Resists Sliding -or- Slab Resists Sliding - No Force on 102 Keralnvro tct l9Ur-Lul0, ouua llno.ur. 13 License^ KW-06605809�sir_isi��oisir_ „�� Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 Concrete Stem Rebar Area Details Top Support As (based on applied moment) (4/3) *As : 200bd/fy : 200(12)(5.5)/60000 0.0018bh : 0.0018(12)(8) : Required Area Provided Area Maximum Area Mmax Between Ends As (based on applied moment) (4/3) *As : 200bd/fy : 200(12)(6)/60000 0.0018bh : 0.0018(12)(8) : Required Area Provided Area Maximum Area Vertical Reinforcing Horizontal Reinforcing 0 in2Rt As (based on applied moment) : 0 in2Rt Min Stem T&S Reinf Area 0.960 int 0.22 in2Rt Min Stem T&S Reinf Area per ft of stem Height 0.1728 int/ft Horizontal Reinforcing Options : ------------ One layer of : Two layers of: 0.1728 int/ft #4@ 12.50 in #4@ 25.00 in 0.2325 int/ft #5@ 19.38 in #5@ 38.75 in 0.8941 int/ft #6@ 27.50 in #6@ 55.00 in Vertical Reinforcing Horizontal Reinforcing 0.0561 int/ft As (based on applied moment) : 0 in2Rt 0.0747 int/ft Min Stem T&S Reinf Area 0.536 int 0.24 in2Rt Min Stem T&S Reinf Area per ft of stem Height 0.1728 int/ft Horizontal Reinforcing Options : ------------ One layer of : Two layers of: 0.1728 int/ft #4@ 12.50 in #4@ 25.00 in 0.2325 int/ft #5@ 19.38 in #5@ 38.75 in 0.9754 int/ft #6@ 27.50 in #6@ 55.00 in 0.192 in2Rt 0.192 in2Rt Base Support Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) : 0 in2Rt Total Footing WidtF = (4/3) *As : 0 in2Rt Min Stem T&S Reinf Area 0.424 int 200bd/fy : 200(12)(5.5)/60000 : 0.22 in2Rt Min Stem T&S Reinf Area per ft of stem Height : 0.192 in2Rt 0.0018bh : 0.0018(12)(8) : 0.1728 int/ft Horizontal Reinforcing Options : fc = 3,000psi Fy = ------------ One layer of : Two layers of: Required Area : 0.1728 int/ft #4@ 12.50 in #4@ 25.00 in Provided Area : 0.2325 int/ft #5@ 19.38 in #5@ 38.75 in Maximum Area : 0.8941 int/ft #6@ 27.50 in #60 55.00 in Footing Strengths & Dimensions Toe Width = 0.92 ft Heel Width - 1.58 Total Footing WidtF = 2.50 Footing Thickness = 27.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 ft fc = 3,000psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Footing Design Results Min footing T&S reinf Area Toe Min footing T&S reinf Area per foot 0.58 int it eel Factored Pressure = 571 1,475 psf Mu' : Upward = 286 573 ft-# Mu' : Downward = 268 540 ft-# Mu: Design = 19 -34 ft-# Actual 1 -Way Shear = 2.35 0.08 psi Allow 1 -Way Shear = 82.16 82.16 psi Min footing T&S reinf Area 1.46 int Min footing T&S reinf Area per foot 0.58 int it If one layer of horizontal bars: If two layers of horizontal bars: #4@ 4.12 in #4@ 8.23 in #5@ 6.38 in #5@ 12.76 in #6@ 9.05 in #6@ 18.11 in 103 Ketalnvr0 tc/ l9Ur-Lul0, ouua llno.ur. 13 License^ KW-06605809�sir_isi��oisir_ „�� Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 of Forces on Footinq : Slab RESISTS sliding, stem is PINNED at Forces acting on tooting soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = 91.7lbs 2.04 ft 187.2ft-# Axial Dead Load on Stem = lbs ft ft-# Soil Over Toe = 55.011bs 0.46 ft 25.2ft-# Adjacent Footing Load = lbs ft ft-# Surcharge Over Toe = 91.7lbs 0.46 ft 42.Oft-# Stem Weight = 500.01bs 1.25 ft 625.Oft-# Soil Over Heel = 550.01bs 2.04 ft 1,122.9ft-# Footing Weight = 843.8lbs 1.25 ft 1,055.2ft-# Total Vertical Force = 2,132.1 lbs Moment = 3,057.5ft-# Net Mom. at Stem/Ftg Interface = -392.4 ft# Allow. Mom. @ Stem/Ftg Interface = 3,447.0 ft# Allow. Mom. Exceeds Applied Mom.? Yes Therefore Uniform Soil Pressure = 852.8 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. 104 D233: Nut Type Slotted Insert - Burke 79641Y or Equal Slab to Roof Deck Wind Load [LRFD] Load into slab Insert Position Insert Depth Tension Calculated Insert Spacing 36 32 576 Field 4" Depth 19230 33 ft psf plf lbs ft Full Devel. Length MX -55 Slot Insert Load Full Devel. Strength 26.5 2" Dept Rod Length Column # 2 c v H Field 13400 8430 7950 4200 Side Corner End Threaded Rod Rebar Size Threaded Rod Size 6 26.3 in Full Devel. Length 39.4 in Full Devel. Strength 26.5 k Rod Length 12 in Provided Rod Strength 8.1 k Rod Spacing 14 ft Splice Rebar Rebar Size 4 Full Devel. Length 26.3 in Full Devel. Strength 11.8 k Rebar Length 12 in Provided Rebar Strength 5.4 k Rebar Spacing 9 ft 121 Ir3 x Y-il THROUGH I I " HOLES IN INSERT EXTERIOR CONCRETE RE: CIVIL Field Side Corner End Rebar 1.0 1.0 1.0 60000 3000 Max Calculated Peak Standard -UP GONG. PAWL ELEV5. FOR REINF. 18170 9080 9000 15453 3" Dept 3 15550 13460 13790 10310 18170 10500 9930 16583 ooment Leneth 3 4 psi 5 psi 6 7 8 ng of Burke Insert 9 ft 4 ft =4 x 4'-0' ® 24' O,G. 4" Dent 4 19230 15260 17950 14011 18170 10500 11320 18000 19.7 26.3 32.9 39.4 57.5 65.7 POUR BACK CONST'R1ICTION JOINT 112. W. Ji. DONEES RE FLAN RE: X/513 e IQ - 3/4'0 x X' A36 THREADED ROD aX'Or— NUT TYPE SLOTTED INSERT LIKE BUl 7%4IY. MAINTAIN I'-6" MIN. FROM END OF PANEL NOTE' Mx -55 SLOT INSERT MODELS SEE PLANS FOR EXTENTS OF DETAIL. Item 3J4" N.C. NUT MODEL ItemNumber 3/4"COIL NUT MODEL Number _q i Well Number p FiNsh Weight 79621Y 2' Mil 16 the 79621B 2' MII 16 Its RE: XJ5X.X FOR 79621YG I 7 QV 17 796210 2' M 1.7 FOUNDATION 7%31Y 3' Mdl 2.3 ]96318 3' hill 27 79631YG i GNv 24 796310 3' GIN 2.4 79641Y r 3.1 I WAIII I 1' I r 1 T.1 79641YG 1' 6W 32 796410 4' GW 32 105 Axis 70 West Job No.: 20-185 CALCULATIONS FOR: TILT -UP WALL PANELS 106 rem- iIiii Panel Engineering Report Company: Peak Engineering, Inc. Project: Axis 70 West User: John Hart Project*: 20-185 Date: 2/10/2021 Panel: N10 -N05 thin N1O _ 9 Load Type XDim Y -Dim Width Ecc(in) Fomes surtaceload 000 3350 2500 W3200 E 0O0can roof load 000 3107 2500 400 D00,15 Th, 0.170kit Load Combinations =LC (Strength) 2122+16Lm+10IT 3122+16Lm+05W 412 D+05 Lm+1011+1OW 5092+10W 614D Pardoning Configuration Face Reveal Thickness Allowance 088in Load Com blnations=L C (Senn ce Deflection) 210 D+10 IT 310 D w3 W 410 D +675IT+0 ]5(0 6W) 510 D+06 W 610D f nn -was Panel Engineering Report Company: Peak Engineering, Inc. Project: Axis 70 West User: John Hart Project* 20.185 Date: 2/10/2021 Panel: PH0-NOSHUN PH0 Strip Number 1 2 Strip Width Max Height Total Panel Wt 35008 156 337 p Mae Width 249698 CG.X 132028 Load Width Q[) Concrete 38O0onAds CG.Y 180138 (In) AD Relnf Wt 2 321 1 as Slenderness : 48.10 (ft) AD Park 265psf Building Code ACI 31814 W(ft) Concrete fc 40151 for, TBS Baa: 8Ps@181n 11 Steel: 600151 Vert. TBS Bars: #5'a@1Sn 0 Panel Dad X Y Width Height Thick TOP 000 3350 2500 3350 800 Structural Wy[he bottom 000 -150 2500 -150 800 Face Wynhe Pua(klps) opening 200 -067 333 067 Puw(klps) 1440 200 000 900 1000 U opoening fsuabout 000 3107 25.00 3050 / \ \ base support 000 -100 25.00 -100 9 Load Type XDim Y -Dim Width Ecc(in) Fomes surtaceload 000 3350 2500 W3200 E 0O0can roof load 000 3107 2500 400 D00,15 Th, 0.170kit Load Combinations =LC (Strength) 2122+16Lm+10IT 3122+16Lm+05W 412 D+05 Lm+1011+1OW 5092+10W 614D Pardoning Configuration Face Reveal Thickness Allowance 088in Load Com blnations=L C (Senn ce Deflection) 210 D+10 IT 310 D w3 W 410 D +675IT+0 ]5(0 6W) 510 D+06 W 610D f nn -was Panel Engineering Report Company: Peak Engineering, Inc. Project: Axis 70 West User: John Hart Project* 20.185 Date: 2/10/2021 Panel: PH0-NOSHUN PH0 Strip Number 1 2 Strip Width one 197 1400 Load Width Q[) 650 1850 Structural Thickness (In) 800 800 Distance to Analysis Point (ft) 1603 1591 Unbaced Lent W(ft) 3207 3102 DISI to cg. N Steel 11 694 694 Strength Reduction Factor 0 0900 6900 Controlling Strength LC. 4 4 Contra no Service For LC. 5 5 Factoatl Applied Load Pua(klps) 090 257 Factosit Panel Weight Puw(klps) 1440 41 27 Factored Axial some Pu(klps) 1531 4334 Factored Pressure Wu(klf) 0208 6592 Design Status OIL OIL Reinforcement Level so face so hce Bar Quantity And Size 4#55 10#55 Chal r H eight (In) 625 625 Down Face Chair Height (In) 075 075 Bar Spacing (In) 538 1800 Area of teel Provided As(Im2) 1240 3.100 Factored Applied Moment Mua(IrvK) 3226 904.1 Factored Total Moment Muor g 4289 1 155 3 Resisting Moment 0Mn(IM:) 4527 12162 Catkin Moment Mchin g 1195 8500 Ultimate Load Deflection Ar(In) 694 573 Service Load Deflection Os(m) 2n 030 Allow Service Deflection (In) 257 255 Steel Ratio let 000) p 757 266 Allowable Steel Ratio 2138 2138 Concrete Strain( x1000) £c 105 055 Allowable Concrete Strain 225 225 Steel Strain let 000) at 207 207 Allowable Steel Strain 207 207 Cracked Moment Of lneNa (X Is) 0246 0.111 General Notes: 1) Panel sections above openings are not designed for gravity or oil of plane loading. Please see manual for turtherintonnatlon on this. Page 1 of Page 2 of 2 107 ram-t-!klift. Panel Engineering Report Company: Peak Engineering, Inc. Project: Axis 70 West User: Peak Engineering Project* 20-185 Date: 12/24/2020 Panel: El - E01 thm E24 Load c2D Combinations 1120 65 Lm 16Lf 2120 16 Lm+1 6Lf 3120 16 Lm+05W 4120 10W oLf+low 503 o+low 614D Relnfoning Configuration Face Reveal Thickness Allowance 088in Load Combinations - L C(Serace Deflection) 1100 10 IT 2100 10 IT 3100 06W 410 D +675IT+0 75d 6W) 510 D+06 W 610 D Revised to new window w/in knockout. No changes to panel design. Page 1 of r.Tm-! 5 Panel Engineering Report Company: Peak Engineering, Inc. Project: Axis 70 West User: Peak Engineering Project* 20.185 Date: 12/24/2020 Panel: El -E01 thm E24 Strip Number 1 2 3 Strip Width one Max Height 3850A Mae Width 25 240 A Load Width xF 783 Total Panel Wt 945611bs CG.X 12372A (In) ].13 ].13 Concrete 2335onAds CG.Y 19 551 A 1571 1571 1571 ADRelnfWt 3423Has Slenderness : 5291 3142 3142 DISI M cg. of Steel ADRelnf. 3510par Building Code ACI 31814 6.19 Strength Reduction Factor 0 Concrete fc 40ca for, TBS Baa: 8Ps@181n Contalling Strength LC. 4 Steel. 60 0 ca Vert. TBS Bars: #5'a @181n 5 5 Panel Dad X Y WIRb Height Thick 862 1522 463 TOP 0 00 33 50 25 33 33 50 8 00 3064 8.12 Factored Axial some bottom 0 00 -5 00 2533 -5 00 12.16 Factored Prvssua Wu(klf) 0251 0443 p Ing 333 000 960 1060 future OIL OIL 49 Reinforcement Level V so hce pnlno 2060 0W 333 733 6#55 10#55 3#5s Cbal r H eight (In) 3fi 625 base support 000 067 25.33 067 150 _OFFsupport 150 Bar Spacing (In) 000 3075 2533 3075 Load Type X DA Y-Dlm Width Ecc(in) Fomes 3.100 surtaceload 0603350 Factored Applied Moment 2533 W3200 E 000par roof load 0 00 30 75 2533 4 00 D 0500 Lm 1 000 kit Load c2D Combinations 1120 65 Lm 16Lf 2120 16 Lm+1 6Lf 3120 16 Lm+05W 4120 10W oLf+low 503 o+low 614D Relnfoning Configuration Face Reveal Thickness Allowance 088in Load Combinations - L C(Serace Deflection) 1100 10 IT 2100 10 IT 3100 06W 410 D +675IT+0 75d 6W) 510 D+06 W 610 D Revised to new window w/in knockout. No changes to panel design. Page 1 of r.Tm-! 5 Panel Engineering Report Company: Peak Engineering, Inc. Project: Axis 70 West User: Peak Engineering Project* 20.185 Date: 12/24/2020 Panel: El -E01 thm E24 Strip Number 1 2 3 Strip Width one 327 767 197 Load Width xF 783 1333 367 Structural Thickness (In) ].13 ].13 ].13 Distance M Analysts Point xF 1571 1571 1571 Unbaced Lengtll W(R) 3142 3142 3142 DISI M cg. of Steel tl(In) 6.19 6.19 6.19 Strength Reduction Factor 0 0900 6900 0900 Contalling Strength LC. 4 4 4 Contra no Senate For LC. 5 5 5 Factoretl Applied Load Rubrical 862 1522 463 Factosit Panel Weight Puw(klps) 1735 3064 8.12 Factored Axial some Pu(klps) 2597 4536 12.16 Factored Prvssua Wu(klf) 0251 0443 0.117 Design Status OIL OIL OIL Reinforcement Level so face so hce so face Bar Quantity And Size 6#55 10#55 3#5s Cbal r H eight (In) 625 625 625 Down Face Chair Height (In) 150 150 150 Bar Spacing (In) 663 950 838 Area of Steel Provided Asoni 1360 3.100 0930 Factored Applied Moment Mua(IrvK) 3863 6853 1813 Factored Total Moment Muor g 584.1 1007 5 2694 Resisting Mt 0Mn(nk) 6115 1050.1 308.1 Cracking Moment Mcnnk) 1575 3692 943 Ultimate Dead Dfltion Ar(n) 754 701 721 Service Lod Deflection Ls(n) 203 162 152 Allow Served Deflection (n) 251 251 251 Steel Ratio (x1000) p 765 545 636 Allowable Steel Ratio 2138 2138 2138 Carl Strain (x1000) at 168 0 36 0 94 Allowable Concrete Strain 225 225 225 Steel Strain (x1000) at 207 207 207 Allowable Steel Strain 207 207 207 Cracked Moment Of (X Is) 0253 6200 0203 General Notes: 1) Panel sections above openings are not designed for gravity or oil of plane loading. Please see manual for forttterinformation on this. Page 2 of 2 m Title Block Line 1 Project Title: Axis 70 West You can change this area Engineer. MAF using the "Settings" menu item Project ID: 20-185 and then using the "Printing & Project Descr: Title Block" selection. Title Block Line 6 Printed: 10 FEB 2021, 4:31 PN Concrete Beam File: Axis 70 West.ec6 Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.8.2, ' DESCRIPTION: Spandrel Panel W11 CODE REFERENCES Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties _ fc1/2 5.0 ksi Phi Values Flexure : 0.90 * fr = f c 7.50 _ 530.33 psi Maximum Bending Stress Ratio = Shear: 0.750 y Density = 145.0 pcf R 1 = 0.80 �, LtWt Factor = 1.0 Location of maximum on span 20.962 ft Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40.0 ksi fy - Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # 3 41.662 Number of Resisting Legs Per Stirrup = 2 Cross Section & Reinforcing Details Rectangular Section, Width = 8.250 in, Height = 234.0 in Span #1 Reinforcing.... 245 at 3.0 in from Bottom, from 0.0 to 42.0 ft in this span Beam self weight calculated and added to loads Load for Span Number 1 44.182 Uniform Load : D = 0.040, S = 0.120 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY 2.520 Maximum Bending Stress Ratio = 0.480 : 1 Section used for this span Typical Section Mu: Applied 612.43 k -ft Mn * Phi: Allowable 17274.69 k -ft Location of maximum on span 20.962 ft Span # where maximum occurs Span # 1 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 44.182 44.182 Overall MINimum 2.520 2.520 +D+H 41.662 41.662 +D+L+H 41.662 41.662 +D+Lr+H 41.662 41.662 +D+S+H 44.182 44.182 +D+0.750Lr+0.750L+H 41.662 41.662 +D+0.750L+0.750S+H 43.552 43.552 +D+0.60W+H 41.662 41.662 +D+0.70E+H 41.662 41.662 +D+0.750Lr+0.750L+0.450W+H 41.662 41.662 +D+0.750L+0.750S+0.450W+H 43.552 43.552 +D+0.750L+0.750S+0.5250E+H 43.552 43.552 245 at 6.0 in from Bottom, from 0.0 to 42.0 ft in this span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 0.000 in Ratio = 0 <360.0 0.000 in Ratio = 0 <360.0 0.005 in Ratio = 94127 >=180 0.000 in Ratio = 0 <180.0 109 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Concrete Beam DESCRIPTION: Spandrel Panel W11 Vertical Reactions +0.60D+0.70E+0.60H D Only S Only H Only 24.997 24.997 41.662 41.662 2.520 2.520 Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Support notation : Far left is #1 Software Printed: 10 FEB 2021, 4:31 PN File: Axis 70 West.ec6 7, INC. 19832020, Boild1220.89 Overall Maximum Deflections Load Combination Span Max. "-" Der (in) Location in Span (ft) Load Combination Max. Y' Der (in) Location in Span (ft) +D+S+H 0.0054 21.000 0.0000 0.000 110 Title Block Line 1 Project Title: Axis 70 West You can change this area Engineer. MAF using the "Settings" menu item Project ID: 20-185 and then using the "Printing & Project Descr: Title Block" selection. Title Block Line 6 Printed: 10 FEB 2021, 4:30PIV Concrete Beam File: Axis 70 West.ec6 Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.8.2, ' DESCRIPTION: Spandrel Panel W20 CODE REFERENCES Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties _ fc1/2 5.0 ksi Phi Values Flexure : 0.90 2.220 Maximum Bending Stress Ratio = * fr = f c 7.50 _ 530.33 psi Typical Section Shear: 0.750 475.293 k -ft Mn * Phi: Allowable y Density = 145.0 pcf R 1 = 0.80 Span # 1 +D+0.750Lr+0.750L+H �, LtWt Factor = 1.0 +D+0.750L+0.750S+H 38.367 38.367 +D+0.60W+H Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40.0 ksi 36.702 +D+0.750L+0.750S+0.450W+H fy - Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi 22.021 +D+0.70E+0.60H E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # 3 Number of Resisting Legs Per Stirrup = 2 Cross Section & Reinforcing Details Rectangular Section, Width = 8.250 in, Height = 234.0 in Span #1 Reinforcing.... 245 at 3.0 in from Bottom, from 0.0 to 37.0 ft in this span Beam self weight calculated and added to loads Load for Span Number 1 38.922 Uniform Load : D = 0.040, S = 0.120 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY 2.220 Maximum Bending Stress Ratio = 0.736 : 1 Section used for this span Typical Section Mu: Applied 475.293 k -ft Mn * Phi: Allowable 645.72 k -ft Location of maximum on span 18.534 ft Span # where maximum occurs Span # 1 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 38.922 38.922 Overall MINimum 2.220 2.220 +D+H 36.702 36.702 +D+L+H 36.702 36.702 +D+Lr+H 36.702 36.702 +D+S+H 38.922 38.922 +D+0.750Lr+0.750L+H 36.702 36.702 +D+0.750L+0.750S+H 38.367 38.367 +D+0.60W+H 36.702 36.702 +D+0.750Lr+0.750L+0.450W+H 36.702 36.702 +D+0.750L+0.750S+0.450W+H 38.367 38.367 +0.60D+0.60W+0.60H 22.021 22.021 +D+0.70E+0.60H 36.702 36.702 D 0.04 S 0.12 t 245 at 3.0 in from Top, from 0.0 to 37.0 ft in this span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Design OK I 0.000 in Ratio = 0 <360.0 0.000 in Ratio = 0 <360.0 0.003 in Ratio = 137676>=180 0.000 in Ratio = 0 <180.0 111 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Concrete Beam DESCRIPTION: Spandrel Panel W20 Vertical Reactions Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Support notation : Far left is #1 Software Printed: 10 FEB 2021, 4:30PN File: Axis 70 West.ec6 7, INC. 19832020, Boild1220.89 +D+0.750L+0.750S+0.5250E+H 38.367 38.367 +0.60D+0.70E+H 22.021 22.021 D Only 36.702 36.702 S Only 2.220 2.220 H Only Overall Maximum Deflections Load Combination Span Max. "-" Der (in) Location in Span (ft) Load Combination Max. Y' Der (in) Location in Span (ft) +D+S+H 0.0032 18.500 0.0000 0.000 112 PEAK ENGINEERING, INC. CONSULTING STRUCTURAL ENGINEERING 20.185 12/23/2020 JOB NO.: A�/1 ,9 DESIGNEDgB/Y:,p �1 "/P{Ty�Y�[ DATE: PAGE: PROJECT.. Axis 70 West FEATURE: %/Y IIdiA�r_ Gl - .��bff&h&d DETAIL: PEAK ENGINEERING, INC. JOB TITLE Axis 70 West 390 Union Blvd., Suite 500 JOB NO. 20-185 SHEET NO. Lakewood, CO 80228 CALCULATED BY MAF DATE 2/15/2021 303/274-0707 CHECKED BY DATE C1308 Ver 20.08.20 CONCRETE BEAM/SLAB (ACI 318-14) w .stmv✓are.com DESCRIPTION: Spandrel Panel -wind ................................................................................................................................................................... FLEXURE & SHEAR INPUT Pc = 5 ksi fy = 60 ksi b = 12 " d = 6.25 " Mu = 39.7 'k Vu = 4 k Lt wt factor (L): 0.00 k (NW -1, LW -.75) = 1.00 CRACK CONTROL INPUT: Ma = 2.1 'k Clr cover = 0.75 in TORSION & DEFLECTION INPUT Tu = 0 'k h = 6" NEGLECT TORSION # of bars As Dist to CL Tie= 1.75 " As = As(min)= As(max)= 1.68 int 0.27in2 1.82 int BENDING p= p= p max= 0.02236 0.00354 0.02429 LONGITUDINAL TORSIOP # of bars As SHEAR 4 legs �Vc = 7.95 k Av/s = 0.00 int Vs(req'd)= 0.00 k Av/s(min)= 0.01 int 3.1 in 3 #7 1.80 int TORSION 3.1 in Ter = 2.55'k 2 #9 2.00 int ** At/s = 0.00 int 2#10 2.53 int ** ADD COMPRESSION STEEL OR INCREASE DEPTH. Av+2At/s = 0.00 int Max Rebar Spacing for crack control Av+2At(m)= 0.01 int Al/4 = 0.00 int (Torsion steel all 4 faces) Total As = 1.68 int (As plus Al/4) BEAM REINFORCING DEFLECTION COEFFICIENTS FLEXURAL REINFORCING STIRRUPS LONGITUDINAL TORSIOP # of bars As Size 2 legs 4 legs 9 #4 1.76 int #3 @ 3.1 in 3.1 in 6 #5 1.84 int ** #4@ 3.1 in 3.1 in 4 #6 1.77 int #5 @ 3.1 in 3.1 in 3 #7 1.80 int #6@ 3.1 in 3.1 in 3 #8 2.36 int ** 2 #9 2.00 int ** **TOO MUCH STEEL - tensile strain exceeds 0.004. 2#10 2.53 int ** ADD COMPRESSION STEEL OR INCREASE DEPTH. 2#11 3.12 int ** Max Rebar Spacing for crack control = 168.14 in #7 @ 4.3 1.68 int #8 @ 5.6 1.68 int Max Rebar Spacing for crack control = 168.14 in DEFLECTION COEFFICIENTS SLAB REINFORCING Spacing As 145 pcf Ec = #3 @ 0.8 1.68 int Mer = #4 @ 1.4 1.68 int 216.0 in4 #5 @ 2.2 1.68 int �Vc = 7.95 k #6 @ 3.2 1.68 int SHEAR : OK #7 @ 4.3 1.68 int #8 @ 5.6 1.68 int Max Rebar Spacing for crack control = 168.14 in 4074 ksi 216 in4 114 www.StruWare.com DEFLECTION COEFFICIENTS Actual As = 0.13 int Cone wt = 145 pcf Ec = Ma = 2.1 'k Ie = Mer = 3.2 'k Ig = 216.0 in4 Icr = 29.8 in4 4074 ksi 216 in4 114 www.StruWare.com Title Block Line 1 Project Title: Axis 70 West You can change this area Engineer. MAF using the "Settings" menu item Project ID: 20-185 and then using the "Printing & Project Descr: Title Block" selection. Title Block Line 6 Printed: 10 FEB 2021, 4:50PIV Concrete Beam File: Axis 70 West.ec6 Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.8.2, ' DESCRIPTION: wind above openings - transfer to jambs CODE REFERENCES Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties _ fc1/2 4.0 ksi Phi Values Flexure : 0.90 * fr = f c 7.50 _ 474.342 psi DESIGN SUMMARY Shear: 0.750 y Density = 145.0 pcf R 1 = 0.850 �, LtWt Factor = 1.0 10.511 k -ft Location of maximum on span Elastic Modulus = 3,122.0 ksi Fy - Stirrups 60.0 ksi fy - Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # 3 1.595 Number of Resisting Legs Per Stirrup = 2 Cross Section & Reinforcing Details Rectangular Section, Width = 22.0 in, Height = 8.0 in Span #1 Reinforcing.... 244 at 2.0 in from Bottom, from 0.0 to 18.0 ft in this span Beam self weight calculated and added to loads 1.768 Load for Span Number 1 Overall MINimum Uniform Load : W = 0.0320 ksf, Tributary Width = 1.0 ft DESIGN SUMMARY 1.595 Maximum Bending Stress Ratio = 0.956 : 1 Section used for this span Typical Section Mu: Applied 10.048 k -ft Mn * Phi: Allowable 10.511 k -ft Location of maximum on span 9.016 ft Span # where maximum occurs Span # 1 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 1.768 1.768 Overall MINimum 0.288 0.288 +D+H 1.595 1.595 +D+L+H 1.595 1.595 +D+Lr+H 1.595 1.595 +D+S+H 1.595 1.595 +D+0.750Lr+0.750L+H 1.595 1.595 +D+0.750L+0.750S+H 1.595 1.595 +D+0.60W+H 1.768 1.768 +D+0.70E+H 1.595 1.595 +D+0.750Lr+0.750L+0.450W+H 1.725 1.725 +D+0.750L+0.750S+0.450W+H 1.725 1.725 +D+0.750L+0.750S+0.5250E+H 1.595 1.595 w(0.032 18.0 ft 22" w x 8" h Wind above and below openings is transferred to side jambs - #4 @ 18" E.F. horizontal ok. Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 71p -Sinn C 0.026 in Ratio = 8377 >=360 0.000 in Ratio = 0 <360.0 0.158 in Ratio = 1364>=180 0.000 in Ratio = 0 <180.0 115 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Concrete Beam DESCRIPTION: Wind above openings -transfer to jambs Vertical Reactions oad Combination Support 1 Support 2 +0.60D+0.60W+0.60H 1.130 1.130 +0.60D+0.70E+0.60H 0.957 0.957 D Only 1.595 1.595 W Only 0.288 0.288 H Only Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Support notation : Far left is #1 Software Printed: 10 FEB 2021, 4:50PN File: Axis 70 West.ec6 7, INC. 19832020, Boild1220.89 Overall Maximum Deflections Load Combination Span Max. "-" Der (in) Location in Span (ft) Load Combination Max. Y' Der (in) Location in Span (ft) +D+0.60W+H 0.1583 9.000 0.0000 0.000 116 Title Block Line 1 Project Title: Axis 70 West You can change this area Engineer. MAF using the "Settings" menu item Project ID: 20-185 and then using the "Printing & Project Descr: Title Block" selection. Section used for this span Title Block Line 6 Printed: 10 FEB 2021, 4:40PIV Concrete Beam File: Axis 70 West.ec6 190.602 k -ft Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.8.2, KW-06002303- . DESCRIPTION: Typical 10' concrete beam -gravity at 10' openings/clerestory windows CODE REFERENCES Span # 1 Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 +D+0.750L+0.750S+H Material Properties 9.525 _ 4.0 ksi Phi Values fc1/2 Flexure : 0.90 5.400 +D+0.70E+H 5.400 5.400 * _ fr = f c 7.50 474.342 psi Shear: 0.750 5.400 +D+0.750L+0.750S+0.450W+H 9.525 y Density = 145.0 pcf R 1 = 0.850 9.525 9.525 �, LtWt Factor = 1.0 Elastic Modulus = 3,122.0 ksi Fy - Stirrups 60.0 ksi fy - Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi - E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # 3 Number of Resisting Legs Per Stirrup = 2 8 in Cross Section & Reinforcing Details Rectangular Section, Width = 8.0 in, Height = 72.0 in Span #1 Reinforcing.... 245 at 3.0 in from Bottom, from 0.0 to 10.0 ft in this span Beam self weight calculated and added to loads Load for Span Number 1 10.900 Uniform Load : D = 0.50, S = 1.10 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY +D+H Maximum Bending Stress Ratio = 0.200 : 1 Section used for this span Typical Section Mu: Applied 38.20 k -ft Mn * Phi: Allowable 190.602 k -ft Location of maximum on span 4.991 ft Span # where maximum occurs Span # 1 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 10.900 10.900 Overall MINimum 3.240 3.240 +D+H 5.400 5.400 +D+L+H 5.400 5.400 +D+Lr+H 5.400 5.400 +D+S+H 10.900 10.900 +D+0.750Lr+0.750L+H 5.400 5.400 +D+0.750L+0.750S+H 9.525 9.525 +D+0.60W+H 5.400 5.400 +D+0.70E+H 5.400 5.400 +D+0.750Lr+0.750L+0.450W+H 5.400 5.400 +D+0.750L+0.750S+0.450W+H 9.525 9.525 +D+0.750L+0.750S+0.5250E+H 9.525 9.525 (2) #5 AT BOTTOM OF BEAM (T.O. OPENING TYP.) OK TO SUPPORT ROOF LOADS AT CLERESTORY WINDOWS Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 0.000 in Ratio = 0 <360.0 0.000 in Ratio = 0 <360.0 0.000 in Ratio = 0 <180.0 0.000 in Ratio = 0 <180.0 117 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Concrete Beam Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: DESCRIPTION: Typical 10' concrete beam -gravity at 10' openings/clerestorywindows Vertical Reactions +0.60D+0.70E+0.60H D Only S Only H Only 3.240 3.240 5.400 5.400 5.500 5.500 Support notation : Far left is #1 Printed: 10 FEB 2021, 4:40PN File: Axis 70 West.ec6 Software cowrigh ENERCALC, INC. 19832020, Build :1220.82, Overall Maximum Deflections Load Combination Span Max. "-" Der (in) Location in Span (ft) Load Combination Max. Y' Der (in) Location in Span (ft) +D+S+H 0.0006 5.000 0.0000 0.000 118 Title Block Line 1 Project Title: Axis 70 West You can change this area Engineer. MAF using the "Settings" menu item Project ID: 20-185 and then using the "Printing & Project Descr: Title Block" selection. Title Block Line 6 Printed: 10 FEB 2021, 4:53PIV Concrete Beam File: Axis 70 West.ec6 Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.8.2, ' DESCRIPTION: Typical 18' concrete beam - gravity CODE REFERENCES Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties _ fc1/2 4.0 ksi Phi Values Flexure : 0.90 DESIGN SUMMARY +D+H * fr = f c 7.50 _ 474.342 psi Section used for this span Shear: 0.750 Mu: Applied 287.499 k -ft y Density = 145.0 pcf R 1 = 0.850 Span # where maximum occurs Span # 1 �, LtWt Factor = 1.0 +D+0.750L+0.750S+H 40.917 40.917 +D+0.60W+H Elastic Modulus = 3,122.0 ksi Fy - Stirrups 60.0 ksi 31.917 +D+0.750Lr+0.750L+0.450W+H fy -Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi - +D+0.750L+0.750S+0.5250E+H E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # 3 Number of Resisting Legs Per Stirrup = 2 in Cross Section & Reinforcing Details Rectangular Section, Width = 8.0 in, Height = 210.0 in Span #1 Reinforcing.... 245 at 3.0 in from Bottom, from 0.0 to 20.0 ft in this span Beam self weight calculated and added to loads Load for Span Number 1 43.917 Uniform Load : D = 1.50, S = 1.20 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY +D+H Maximum Bending Stress Ratio = 0.499 : 1 Section used for this span Typical Section Mu: Applied 287.499 k -ft Mn * Phi: Allowable 575.62 k -ft Location of maximum on span 10.018 ft Span # where maximum occurs Span # 1 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimum 43.917 43.917 Overall MINimum 12.000 12.000 +D+H 31.917 31.917 +D+L+H 31.917 31.917 +D+Lr+H 31.917 31.917 +D+S+H 43.917 43.917 +D+0.750Lr+0.750L+H 31.917 31.917 +D+0.750L+0.750S+H 40.917 40.917 +D+0.60W+H 31.917 31.917 +D+0.70E+H 31.917 31.917 +D+0.750Lr+0.750L+0.450W+H 31.917 31.917 +D+0.750L+0.750S+0.450W+H 40.917 40.917 +D+0.750L+0.750S+0.5250E+H 40.917 40.917 (2) #5 AT BOTTOM OF BEAM (T.O. OPENING TYP.) OK TO SUPPORT ROOF LOADS LARGE 18'-0 WIDE OPENING Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 0.000 in Ratio = 0 <360.0 0.000 in Ratio = 0 <360.0 0.000 in Ratio = 0 <180.0 0.000 in Ratio = 0 <180.0 119 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Concrete Beam DESCRIPTION: Typical 18' concrete beam -gravity Vertical Reactions +0.60D+0.70E+0.60H D Only S Only H Only 19.150 19.150 31.917 31.917 12.000 12.000 Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Support notation : Far left is #1 Software Printed: 10 FEB 2021, 4:53PN File: Axis 70 West.ec6 7, INC. 19832020, Boild1220.89 Overall Maximum Deflections Load Combination Span Max. "-" Der (in) Location in Span (ft) Load Combination Max. Y' Der (in) Location in Span (ft) +D+S+H 0.0008 10.000 0.0000 0.000 120 Axis 70 West Job No.: 20-185 CALCULATIONS FOR: MISCELLANEOUS 121 UP PEAK ENGINEERING_, SNC. /j r CONSULTING STRUCTURAL ENGINEERING // /1 _1 41' DESIGNED Bv:M� DATE: x^'S�8.100 � PAce: /,/ULSTRUCTURAL Jae Noy1: �J1 ntr i" L@">�/�, /� �/ PROJECT.. / M1I� L'✓ C��^CSA FEATURE:y�J�C Vd 1oomtb DETAIL: www.niiti.us Profis Anchor 2.9.2 Company: PEAK Page: 1 Specifier: Project: Axis 70 West Address: Roof Deck Embed Sub -Project I Pos. No.: 20-185 Phone I Fa". Connection check - 3/S4.1 Date: 2/15/2021 E -Mail: Specifier's comments: Roof deck conn 3/S4.1 1 Input data Anchor type and diameter: AWS D1.1 GR. B 1/2 Effective embedment depth: hef = 5.000 in. Material: Proof: Design method ACI 318-14 / CIP Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: IX x ly x t = 10.000 in. x 10.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 8.000 in. Reinforcement: tension: condition B, shear: condition B; edge reinforcement: none or < No. 4 bar R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] &Loading [Ib, in.lb] 0 4 -- - k 2 k --- % '{ k .k •1 k k Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 123 i www.niiti.us Profis Anchor 2.9.2 Company: PEAK Page: 2 Specifier: Project: Axis 70 West Address: Roof Deck Embed Sub -Project I Pos. No.: 20-185 Phone I Fax: Date: 2/15/2021 E -Mail: Connection check - 3/S4.1 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 625 810 -125 800 2 625 810 -125 800 3 625 810 -125 800 4 625 810 -125 800 max. concrete compressive strain: -1%01 max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 21500 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load v 03 04 x Tension 01 02 Load Nua [11b] Capacity + Nn [Ib] Utilization RN = Nua/+ Nn Status Steel Strength* 625 Pullout Strength* 625 Concrete Breakout Strength** 21500 Concrete Side -Face Blowout, direction ** N/A * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa [lb] Nsa [lb] Nua [lb] 121740 0.750 91555 625 91555 7 OK 131194 5 OK 181480 14 OK N/A N/A N/A 3.2 Pullout Strength Np [lb] W c,p a Npn [lb] Nua [lb] 181848 1.000 1 0.700 131194 625 3.3 Concrete Breakout Strength ANc [in .2] ANcO [in .2] Ca,min [In.] Cac [In.] cN 407.00 225.00 4.000 - 1.000 ec1,N [in.] W ec1,N ec2,N [in.] ec2,N W ed,N kcr 0.000 1.000 0.000 1.000 0.860 24 k a Nb [lb] Nobg [lb] Nua [lb] 1.000 161971 0.700 181480 21500 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 124 www.niiti.us Profis Anchor 2.9.2 Company: PEAK Page: 3 Specifier: Project: Axis 70 West Address: Sub -Project I Pos. No.: 20-185 Phone I Fax: Roof Deck EmbedDate: 2/15/2021 E -Mail: Connection check - 3/S4.1 4 Shear load Steel Strength* Steel failure (with lever arm)* Pryout Strength** Concrete edge failure in direction x-** * anchor having the highest loading 4.1 Steel Strength Vsa [lb] m Load Vua [11b] Capacity + Vn [Ib] Utilization Rv = Vua/+ Vn Status 810 N/A 31239 31239 **anchor group (relevant anchors) � Vsa [lb] Vua [lb] 121740 0.650 81281 810 81281 10 OK N/A N/A N/A 361960 9 OK 41705 69 OK 4.2 Pryout Strength ANc [in .2] ANcO [in .2] Ca,min [in.] kcp Cac [in.] W c N 407.00 225.00 4.000 2 - 1.000 ec1,V [in.] W ecl,V ec2,V [in.] W ec2,V W ed,N 0.000 1.000 0.000 1.000 0.860 k a Nb [lb] � � Vcp9 [lb] Vua [lb] 1.000 161971 0.700 361960 31239 4.3 Concrete edge failure in direction x - le [in.] do [in.] cl [in.] Avg [in. I Avco [in .2] 4.000 0.500 8.000 184.00 288.00 kcr 24 W ed,V W parallel,V ec,V [in.] W ec,V W c,V W h,V 0.800 1.000 0.000 1.000 1.000 1.225 k a Vb [lb] Vcbg [lb] Vua [lb] 1.000 101737 0.700 41705 31239 5 Combined tension and shear loads Rry Rv Utilization RN,v [%] Status 0.135 0.688 5/3 58 OK RNV — A + PV <- 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001 /Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 125 PEAK STRUCTURAL ENGINEERING,JNC 19-179 �` 12/2/2019 • JOB NO.: DESIGNED BY: DATE: PAGE: --. kl1 mTll Il�rKlTMX/f�T/11'lrrl'l/1LIT www.niiti.us Profis Anchor 2.9.2 Company: Page: 1 Specifier: AXIS 70 West Project: Axis 70 West Address: Sub -Project I Pos. No.: 20-185 Phone � Fax: sloped wall canopy connection Date: 2/15/2021 E -Mail: Specifier's comments: Beam connection 1 Input data Anchor type and diameter: HIT-HY 200 + HAS -V-36 (ASTM F1554 Gr.36) 3/4 °- .. Effective embedment depth: h (hef,act-.. ef,limit in.) Material: ASTM A 1554 Grade 36 Evaluation Service Report: ESR -3187 Issued I Valid: 4/1/2020 13/1/2022 Proof: Design method ACI 318-14 / Chem Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: IX x ly x t = 20.000 in. x 4.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 7.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [Ib, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 127 i www.niiti.us Profis Anchor 2.9.2 Company: Page: 2 Specifier: AXIS TO West Project: Axis 70 West Address: Sub -Project I Pos. No.: 20-185 Phone , Fax: sloped wall canopy connection Date: 2/15/2021 E -Mail: 2 Load case/Resulting anchor forces U, Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 11331 21572 11667 11958 2 845 21134 11667 11333 3 359 11811 11667 708 max. concrete compressive strain: 0.241%01 max. concrete compressive stress: 1,030 [psi] resulting tension force in (may)=( -3.069/0.000): 21534 [Ib] resulting compression force in (x/y)=(2.299/1.519): 10,534 [Ib] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [11b] Capacity + Nn [Ib] Utilization RN = Nua/+ Nn Status Steel Strength* 225.00 11331 11.559 141550 10 OK Bond Strength** ec2,N [in.] 21534 W ed,N cp,N kcr 91203 28 OK Sustained Tension Load Bond Strength* 1.000 N/A k a N/A N/A N/A Concrete Breakout Strength** Nua [lb] 21534 91694 27 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa [lb] Nsa [lb] Nua [lb] 191400 0.750 141550 11331 3.2 Bond Strength ANa [in .2] ANao [in .2] cNa [in.] Ca,min [in.] cac [in.] 635.87 471.66 10.859 6.000 11.559 aoverhead T k,uncr [psi] T k,cr [psi] 1.000 21327 11321 ec1,N [in.] W ec1,Na ec2,N [in.] ec2,Na ed,Na cp,Na 3.069 0.780 0.000 1.000 0.866 1.000 k a Nba [lb] Nag [lb] Nua [lb] 1.000 151558 0.650 91203 21534 3.3 Concrete Breakout Strength ANc [in .2] ANco [in .2] ca,min [in.] cac [in.] c,N 418.50 225.00 6.000 11.559 1.000 ec1,N [in.] W ec1,N ec2,N [in.] W ec2,N W ed,N cp,N kcr 3.069 0.710 0.000 1.000 0.940 1.000 17 k a Nb [lb] Ncbg [lb] Nua [lb] 1.000 121021 0.650 91694 21534 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 128 www.niiti.us Profis Anchor 2.9.2 Company: Page: 3 Specifier: AXIS 7O West Project: Axis 70 West Address:Sub-Project I Pos. No.: 20-185 Phone I Fax: sloped wall canopy connection Date: 2/15/2021 E -Mail: 4 Shear load Load Vua [11b] Capacity + Vn [Ib] Utilization Rv = Vua/+ Vn Status Steel Strength* 21572 21327 71566 34 OK Steel failure (with lever arm)* N/A 162.00 N/A N/A N/A Pryout Strength (Bond Strength controls)* 21134 ec2,N [in.] 61677 32 OK Concrete edge failure in direction y+** 61403 0.000 81183 79 OK * anchor having the highest loading **anchor group (relevant anchors) 0.899 4.1 Steel Strength k a Nba [lb] Vsa [lb] Vsa [lb] Vua [lb] Vua [lb] 111640 0.650 71566 21572 0.700 4.2 Pryout Strength (Bond Strength controls) 21134 ANa [in .2] ANao [in .2] CNa [in.] Ca,min [in.] Cac [in.] 167.00 471.66 10.859 6.000 11.559 aoverhead T k,uncr [psi] T k,cr [psi] 1.000 21327 11321 238.00 162.00 ec1,N [in.] W ec1,Na ec2,N [in.] ec2,Na ed,Na cp,Na 0.000 0.918 0.000 0.899 0.866 1.000 k a Nba [lb] Vcp [lb] Vua [lb] 1.000 151558 0.700 61677 21134 4.3 Concrete edge failure in direction y+ le [in.] da [in.] Cal [in.] Avg [in. Avco [in .2] 5.000 0.750 6.000 238.00 162.00 W ed,V W parallel,V ec,V [in.] W ec,V W c,V h,V 1.000 1.000 1.562 0.852 1.000 1.134 k a Vb [lb] Vcbg [lb] Vua [lb] 1.000 81235 0.700 81183 61403 5 Combined tension and shear loads Rry Rv Utilization (3N,v [%] Status 0.275 0.783 5/3 79 OK RNV — A + PV <— Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 129 www.niiti.us Profis Anchor 2.9.2 Company: Page: 4 Specifier: AXIS TO West Project: Axis 70 West Address: Sub -Project I Pos. No.: 20-185 Phone , Fax: sloped wall canopy connection Date: 2/15/2021 E -Mail: 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered -the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The (P factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 130 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Cantilevered Retaining Wall DESCRIPTION: Screen Wall - 12'-0 AFF Criteria Retained Height = 6.00 ft Wall height above soil = 12.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 18.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads 2,600 psf OK Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning 3,000 psf Surcharge Over Toe = 100.0 psf Used for Sliding & Overturning ACI Factored @ Heel = Axial Load Applied to Stem Footing Shear @ Toe = Axial Dead Load = 0.0 his Axial Live Load = 0.0 his Axial Load Eccentricity = 0.0 in Design Summary 1,639.9 his Wall Stability Ratios - 1,369.4 his Overturning = 1.89 OK Sliding = 2.05 OK Total Bearing Load = 5,696 his ...resultant ecc. = 15.47 in Soil Pressure @ Toe = 2,600 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,120 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 13.7 psi OK Footing Shear @ Heel = 16.8 psi OK Allowable = 82.2 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 1,639.9 his less 100% Passive Force = - 1,369.4 his less 100% Friction Force = - 1,990.6 his Added Force Req'd = 0.0 his OK ....for 1.5 : 1 Stability = 0.0 his OK Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.000 1.000 Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Soil Data Allow Soil Bearing = 3,000.0 psf Equivalent Fluid Pressure Method 0.00 ft Heel Active Pressure = 45.0 psf/ft Toe Active Pressure = 45.0 psf/ft Passive Pressure = 200.0 psf/ft Soil Density, Heel = 120.00 pcf Soil Density, Toe = 120.00 pcf Friction Coeft btwn Ftg & Soil = 0.350 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 plf ... Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Wind on Exposed Stem = 34.0 psf Stem Construction Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB +fa/Fa Total Force @ Section Moment.... Actual Moment ..... Allowable Shear..... Actual Shear..... Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Concrete Data fc Fy Printed: 10 FEB 2021, 4:33131V File: Axis 70 West.ec6 Software copwrimt ENERCALC, INC. 19832020, Build :1220.82, Calculations per ACI 318-14, TMS 402-16, IBC 2018, CBC 2019, ASCE 7-16 Adjacent Footing Load Adjacent Footing Load = 0.0 his Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Rg CL Dist = 3.00 ft Footing Type Line Load Base Above/Below Soil = 0.0 ft at Back of Wall Poisson's Ratio = 0.300 Top Stem Stem OK ft = 0.00 = Concrete in= 8.00 _ # 5 in 10.00 = Edge = 0.855 lbs= 1,893.0 ft -I = 8,460.0 ft -I = 9,898.6 psi = 25.5 psi = 94.9 psf= 100.0 in 6.19 in 18.50 in 9.59 in 9.59 psi= 4,000.0 psi = 131 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Cantilevered Retaining Wall DESCRIPTION: Screen Wall - 12'-0 AFF Footing Dimensions & Strengths Axial Dead Load on Stem = Toe Width = 2.42 ft Heel Width = 3.08 Total Footing Width = 5.50 Footing Thickness = 18.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ BtnI 3.00 in Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Software Footing Design Results Axial Dead Load on Stem = Added Lateral Load = Toe Heel Factored Pressure = 3,120 0 psf Mu': Upward = 7,435 0 ft -Ib Mu': Downward = 1,886 3,779 ft -Ib Mu: Design = 5,548 3,779 ft -Ib Actual 1 -Way Shear = 13.69 16.81 psi Allow 1 -Way Shear = 82.16 82.16 psi Toe Reinforcing = # 4 @ 18.00 in = 1,740.0 4.29 Heel Reinforcing = # 4 @ 18.00 in = 281.3 3.75 Key Reinforcing = None Spec'd = Other Acceptable Sizes & Spacings Toe Active Pressure Toe: Not req'd, Mu < S * Fr Surcharge Over Heel Heel: Not req'd, Mu < S * Fr Surcharge Over Toe Key: No key defined -168.8 Adjacent Footing Load Printed: 10 FEB 2021, 4:33PN File: Axis 70 West.ec6 7, INC. 19832020, Boild1220.89 Summary of Overturning & Resisting Forces & Moments Axial Dead Load on Stem = Added Lateral Load = *Axial Live Load on Stem = .....OVERTURNING..... Load @ Stem Above Soil = 408.0 13.50 5,508.0 Soil Over Toe = 435.0 1.21 .....RESISTING..... Surcharge Over Toe = 241.7 1.21 Force Distance Moment Stem Weight(s) = 1,800.0 2.75 Force Distance Moment Item Itis ft ft -Ib Footing Weight = 1,237.5 2.75 Itis ft ft -Ib Heel Active Pressure = 1,265.6 2.50 3,164.1 Soil Over Heel = 1,740.0 4.29 7,467.5 Surcharge over Heel = 281.3 3.75 1,054.7 Sloped Soil Over Heel = Toe Active Pressure = -202.5 1.00 -202.5 Surcharge Over Heel = 241.7 4.29 1,037.2 Surcharge Over Toe = -112.5 1.50 -168.8 Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = *Axial Live Load on Stem = Load @ Stem Above Soil = 408.0 13.50 5,508.0 Soil Over Toe = 435.0 1.21 525.6 Surcharge Over Toe = 241.7 1.21 292.0 Stem Weight(s) = 1,800.0 2.75 4,950.0 Earth @ Stem Transitions = Total = 1,639.9 O.T.M. = 9,355.5 Footing Weight = 1,237.5 2.75 3,403.1 Resisting/Overturning Ratio = 1.89 Key Weight = Vertical Loads used for Soil Pressure = 5,695.8 Itis Vert. Component - Total= 5,695.8 Itis R.M.= 17,675.4 * Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. 132 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Cantilevered Retaining Wall DESCRIPTION: Trash Wall - 8'-0 AFF Criteria Retained Height = 1.50 ft Wall height above soil = 8.50 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 18.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads 2,578 psf OK Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning 3,000 psf Surcharge Over Toe = 100.0 psf Used for Sliding & Overturning ACI Factored @ Heel = Axial Load Applied to Stem Footing Shear @ Toe = Axial Dead Load = 0.0 his Axial Live Load = 0.0 his Axial Load Eccentricity = 0.0 in Design Summary 289.0 his Wall Stability Ratios - 1,369.4 his Overturning = 1.67 OK Sliding = 7.56 OK Total Bearing Load = 2,330 his ...resultant ecc. = 10.79 in Soil Pressure @ Toe = 2,578 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,094 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 4.1 psi OK Allowable = 82.2 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 289.0 his less 100% Passive Force = - 1,369.4 his less 100% Friction Force = - 816.6 his Added Force Req'd = 0.0 his OK ....for 1.5 : 1 Stability = 0.0 his OK Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.600 1.000 Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Soil Data Allow Soil Bearing = 3,000.0 psf Equivalent Fluid Pressure Method 0.00 ft Heel Active Pressure = 85.0 psf/ft Toe Active Pressure = 85.0 psf/ft Passive Pressure = 200.0 psf/ft Soil Density, Heel = 120.00 pcf Soil Density, Toe = 120.00 pcf Friction Coeft btwn Ftg & Soil = 0.350 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 plf ... Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Wind on Exposed Stem = 34.0 psf Stem Construction Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB +fa/Fa Total Force @ Section Moment.... Actual Moment ..... Allowable Shear..... Actual Shear..... Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Concrete Data fc Fy Printed: 10 FEB 2021, 4:31 PN File: Axis 70 West.ec6 Software copwrimt ENERCALC, INC. 19832020, Build :1220.82, Calculations per ACI 318-14, TMS 402-16, IBC 2018, CBC 2019, ASCE 7-16 Adjacent Footing Load Adjacent Footing Load = 0.0 his Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Rg CL Dist = 3.00 ft Footing Type Line Load Base Above/Below Soil = 0.0 ft at Back of Wall Poisson's Ratio = 0.300 Top Stem Stem OK ft = 0.00 = Concrete in= 8.00 _ # 5 in 16.00 = Edge = 0.422 lbs= 462.4 ft -I = 2,658.8 ft -I = 6,294.3 psi= 6.2 psi= 94.9 psf= 100.0 in= 6.19 in= 18.50 in= 9.59 in= 9.59 psi= 4,000.0 psi = 133 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Cantilevered Retaining Wall DESCRIPTION: Trash Wall - 8'-0 AFF Footing Dimensions & Strengths Axial Dead Load on Stem = Toe Width = 1.17 ft Heel Width = 1.84 Total Footing Width = 3.00 Footing Thickness = 18.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ BtnI 3.00 in Project Title: Axis 70 West Engineer: MAF Project ID: 20-185 Project Descr: Software Footing Design Results Axial Dead Load on Stem = Added Lateral Load = Toe Heel Factored Pressure = 3,094 0 psf Mu': Upward = 1,657 0 ft -Ib Mu': Downward = 441 441 ft -Ib Mu: Design = 1,216 441 ft -Ib Actual 1 -Way Shear = 0.00 4.06 psi Allow 1 -Way Shear = 82.16 82.16 psi Toe Reinforcing = # 4 @ 18.00 in Sloped Soil Over Heel Heel Reinforcing = # 4 @ 18.00 in = -382.5 1.00 Key Reinforcing = None Spec'd = 116.8 2.42 282.6 Other Acceptable Sizes & Spacings = -212.5 1.50 Toe: Not req'd, Mu < S * Fr = Heel: Not req'd, Mu < S * Fr Key: No key defined Printed: 10 FEB 2021, 4:31 PN File: Axis 70 West.ec6 7, INC. 19832020, Boild1220.89 Summary of Overturning & Resisting Forces & Moments Axial Dead Load on Stem = Added Lateral Load = .....OVERTURNING..... Load @ Stem Above Soil = 289.0 7.25 2,095.3 .....RESISTING..... 122.9 Force Distance Moment 68.3 Force Distance Moment Item Itis ft ft -Ib Earth @ Stem Transitions = Itis ft ft -Ib Heel Active Pressure = 382.5 1.00 382.5 Soil Over Heel = 210.3 2.42 508.8 Surcharge over Heel = 212.5 1.50 318.8 Sloped Soil Over Heel = Toe Active Pressure = -382.5 1.00 -382.5 Surcharge Over Heel = 116.8 2.42 282.6 Surcharge Over Toe = -212.5 1.50 -318.8 Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = *Axial Live Load on Stem = Load @ Stem Above Soil = 289.0 7.25 2,095.3 Soil Over Toe = 210.3 0.58 122.9 Surcharge Over Toe = 116.8 0.58 68.3 Stem Weight(s) = 1,000.0 1.50 1,501.7 Earth @ Stem Transitions = Total = 289.0 O.T.M. = 2,095.3 Footing Weight = 675.7 1.50 1,014.8 Resisting/Overturning Ratio = 1.67 Key Weight = Vertical Loads used for Soil Pressure = 2,330.0 Itis Vert. Component - Total= 2,330.0 Itis R.M.= 3,498.9 * Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. 134 1(+A Kerner & ates. Geotechnicalal andnd Materials Engineers and Environmental Scientists email An Employee Owned Company 2390 South Lipan Street Denver, CO 80223 phone: (303) 742-9700 fax: (303) 742-9666 kadenver@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado February 16, 2021 Andrew Glova Westfield Company, Inc. 4221 Brighton Boulevard Denver, Colorado 80216 Subject: Geotechnical Engineering Review of Structural Drawings, Axis 70 West, 4990 Parfet Street, Wheat Ridge, Colorado Project No: 19-1-525 Dear Mr. Glova: This letter presents the results of our geotechnical engineering review of the relevant portions of the following: Progress Permit Set, Drawings S1.1 through S5.6, Axis 70 West, 4990 Parfet Street, Wheat Ridge, Wheat Ridge, Colorado, 80033. Dated January 6, 2021. The purpose of the review was to check the relevant portions of the drawings for consistency with the geotechnical engineering recommendations provided by Kumar & Associates, Inc. under our Project No. 19-1-525 in the project geotechnical engineering study report dated April 23, 2020. We consider the relevant portions of the reviewed drawings to be in conformance with the recommendations contained in the above -referenced geotechnical engineering report. Our review did not consider dimensions and elevations and did not include review of engineering calculations. If you have any questions about the contents of this letter, please let us know. Sincerely, KUMAR & ASSOCIATES, INC. Wade Gilbert, P.E. JWG/ma cc: book, file pp0 RE�,S to 9256 ■ ��s," NAL ��a�� �`o�p� CODE CDG,y� P F siQ2 z z CERTIFIED INTERNATIONAL CODE COUNCIL® �`o�p� CODE CDG,y� P F siQ2 z z CERTIFIED INTERNATIONAL CODE COUNCIL® R�\O�PL CODE c,O L Z K CERTIFIED P kl*- INTERNATIONAL a-` CODE ma- COUNCIL'' 1/5/2021 Search for Certified Professionals - ICC The ICC Certification Search contains information on individuals who may be currently certified with the International Code AAA Council, but is not the official record. Certificates should be verified through viewing the original certificate issued by ICC to the individual or by using the search function below. To maintain the currency of ICC certificates, individuals must renew these every two to three years through retesting or professional development activities. Full details on certificate renewal requirements are found in the Certification Renewal web pages. 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First Name: dell City: morrison Certification Type: Please select Last Name: key State: Colorado Search Reset v PLEASE NOTE: Search will return a maximum of 500 records, and is limited to that information on record as provided by candidates. Search Result: 1 records found. Certified under this name City State Certificates Dell Key Morrison CO Structural Steel and Bolting Special Inspector (expires 04/12/2023) Structural Welding Special Inspector (expires 04/12/2023) V https:/An ..iccsafe.org/search-for-certified-professionals/ 1/1 Certified Professional Information: Last, First MI: Hougard, Scott B Certified under this Scott B Hougard name: Company: Kumar & Associates Inc City, State Zip: Denver, CO 80223 Certification Type(s): Structural Masonry Special Inspector (expires 04/12/2018) Listings here may not reflect today's changes, additions, exam results, or certifications from organizations other than ICC (including BOCA, ICBO, and SBCCI). 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Contact Information 1 -888 -ICC -SAFE (422-7233), ext. 5524 Contact Us 2/2/2021 ®MobileEyes ENABLING A SAFES WORLD Address: Permit Application Contractor Permit Portal Saved Permit Application - Step 5 (Review) Addr/Street: 7777 West 38th Avenue City/State: Wheat Ridge CO Zip Code: 80033 owner. First Name: Heather Last Name: Farley Business Name: DPC Companies Phone: (720) 528-3354 Phone AH: Delete Cell Phone: West Metro Tenant Finish - Improvement■ Pe. pdf Fax: 2/2/2021 3:38:28 PM 0.4 MB Addr: Suite: City/State: Zip Code: Email: hfarley@dpccompanies.com Occupant: Building: Occupant: Vacant Suite: A118 Property Use Type: Commercial Job: Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 3,101.00 Cost: $9,500.00 Desc: Interior remodel, including infilling a door at existing demising wall to separate existing suite into two individual suites. Comments: Thank you! Upload Files: "Please follow these instructions in their entirety to complete your plan review request submission. Failure to do so may result in the rejection of your submission." Prior to submitting this plan review request, a completed permit application form must be attached as a separate file with every submitted plan set. o To access permit application forms, click on the "Main Menu" button below (the information entered thus far will automatically save) and return to the main page. o Permit application forms are located in the "Documents Library" box located on the left side of the main page. o Select the permit application form that best describes the description/ scope of the work being proposed. o Complete and save the permit application form to your computer. o Return to your previously saved submission request page by clicking on the associated project in the "Application" section of the main page. o Upload the completed permit application form, as well as the UNLOCKED AND UNSECURED plan set by clicking the "Choose File" button located Need Help? https://Www.mobile-eyes.com/PA_Permit_WIP.asp?RPID=7320 1/2 File Name Plans? Upload Date WC01CD-Suite All Remodel -24x36- 020121-St.pdf E 2/2/2021 3:38:40 PM 4.3 MB Delete West Metro Tenant Finish - Improvement■ Pe. pdf 2/2/2021 3:38:28 PM 0.4 MB Delete "Please follow these instructions in their entirety to complete your plan review request submission. Failure to do so may result in the rejection of your submission." Prior to submitting this plan review request, a completed permit application form must be attached as a separate file with every submitted plan set. o To access permit application forms, click on the "Main Menu" button below (the information entered thus far will automatically save) and return to the main page. o Permit application forms are located in the "Documents Library" box located on the left side of the main page. o Select the permit application form that best describes the description/ scope of the work being proposed. o Complete and save the permit application form to your computer. o Return to your previously saved submission request page by clicking on the associated project in the "Application" section of the main page. o Upload the completed permit application form, as well as the UNLOCKED AND UNSECURED plan set by clicking the "Choose File" button located Need Help? https://Www.mobile-eyes.com/PA_Permit_WIP.asp?RPID=7320 1/2 2/2/2021 Permit Application ®MObileEyes Contractor Permit Portal Need Help? exleuxc A SAFER WORLD completed application, cut sheets or any other uploaded documents). o Clickthe "Submit Application" button below to finalize your request. Main Menu Print Preview https://Www.mobile-eyes.com/PA_Permit_WIP.asp?RPID=7320 2/2 City of Wh6atj�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 7777 W 38th Avenue, Suite Al 18, Wheat Ridge, CO 80033 General Contractor: A & B Builders FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: ProWest Electric, Inc Wheat Ridge Contractor License #: 060221 Contact Phone #: 720-291-0870 (required field) State License #: EC.0003598 Master License #: ME.0003414 )4 It 3C-L.A, t 0�_ Printed Name of Authorized Agent oij, 5- �, - 2 - Signature Signature of Authorized Agent Date From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish Date: Tuesday, February 2, 20211:48:55 PM Commercial Interior Remodel/Tenant Finish Application for Commercial Remodel/Tenant Finish This application is for Commercial Remodels and Tenant Finishes. Do not being work until the permit has been issued to the General Contractor. Required to Submit Proof of Submission to Fire Department Proof of Submission to West Metro Submittal, A118.Ddf Fire Department Begin Application PROPERTY INFORMATION Property Address 7777 West 38th Ave Property Owner Name DPccompanies Property Owner Phone 303-796-8288 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email hfarley@dpccompanies.com Address Attach City of Wheat Wheat Ridae Electronic Payment Form. odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Contact Name of Robin Easterly Person Submitting Application What is your role in the General contractor project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Questions 60220 303-778-8555 reasterly@aandbbuiIders.net Retype Contact Email reasterly@aandbbuilders.net Address DESCRIPTION OF WORK Is this for a new No tenant? Business Name of N/A Tenant Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Iii .M . STMO 7: Square Footage Area of Work Being Performed Asbestos Report - if applicable Construction Plans scanned on 11 "x17" or larger Interior remodel, incl. infilling a door at existing demising wall to separate existing suite into two individual suites. 6911fMIGM1.1 3101 Field not completed. WC01 CD -Suite Al 18 Remodel -24x36 -020121 -Stamped. pdf Project Value (contract 9500 Approved, K.M. 3/23/21 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Robin Easterly Permit Email not displaying correctly? View it in your browser. CERTIFICATE OF OCCUPANCY Permit #: 202100162 Stipulations: Mobility Plus A� Wheatpjd eg COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Date: 02/16/2021 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: DPC COMPANIES ADDRESS: 7800 E Union Ave #800, Denver, CO 80237 CONTRACTOR/ADDRESS: A&B Builders 2810 W 8th Ave, Denver, CO 80204-3740 PROPERTY ADDRESS: 7777 W 38th Ave Suite A122, Wheat Ridge, CO 80033 PARCEL #: 39-233-21-030 ZONING: MU -C OCCUPANCY: M TYPE OF CONST: V -B OCC LOAD: 127 FOR THE FOLLOWING PURPOSE: Bus. License Report Code Editions: 2018 ICC / 2020 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator ��1 Sprinklered: No i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: q 7 77 -7 6,J Permit Number: ❑ No one available for inspection: Time AM/PM . Re -Inspection required: �' ^ When corrections are complete, sche u/e-insp®etien-sem^- -� Date: f Ins i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: dL ❑ No one available for inspection: Time+_-'-- AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: \ - 1 - Inspector:' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:�� Permit Number: C I A y_,) ❑ No one available for inspection: Time `'' AM/PM Re -Inspection required: ''Yes) When corrections are complete, schedule re -inspection online. Date: GL ; Inspector: DO NOT REMOVE THIS NOTICE e 91 CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: U - F Job Address:® Permit Number: —4 -� ❑ No one available for inspection:v_ �. AMIPM� Re -Inspection required: Yes3No When corrections have been made, cali r re -inspection at 303-234-5933 Date: `-_ Inspector: �--- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office II P CTIgN NOTICE ��v�� Inspection Type: E Job Address: Permit Number: s ❑ No one available for inspects-Time/PM Re -Inspection required: Yqs' No When corrections have been made, sche le for re -inspection online at: httpL( www.ci.wheatridge.co.uslinspect�n DateL /� Inspector: DO NOT REMOVE THIS NOTICE r i t E t i ❑ No one available for inspects-Time/PM Re -Inspection required: Yqs' No When corrections have been made, sche le for re -inspection online at: httpL( www.ci.wheatridge.co.uslinspect�n DateL /� Inspector: DO NOT REMOVE THIS NOTICE r i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSP CTIQN NOTICE Inspection Type: -_ Job Address: Permit Number: ❑ No one available for inspec;jim Re -Inspection required: Yqs No When corrections have been made, sche2YIe for httpYlwww.ci. wheatridge.co. us11nspect1Pn t Date-, Inspector: a s s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F Job Address: 7777 Permit Number: 2zV Z-2 d�2 -- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:/ 7—���-lrispector: DO NOT REMOVE THIS NOTICE A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: e 7,77 Job Address: W _T a -A Permit Number: J No one available for inspection: Time ^`,'<r/'AM/PM Re -Inspection required: j, -)(es No When corrections have been made, schedule for re -inspection online at: http.-Ilwww.ci. wheatridge. co. uslinspection Date:' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:,.. r -L` -- Permit Number: s ❑ No one available for inspection: Time 'AM/PM Re -Inspection required:~('Yes `) No When corrections have been made,;tche le for re -ins ection online at.- httPylwww.ci.wheatridge.co.uslinsp� ction Dt Spector: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /1--i R / f - Job Address: *7 '? ?' 7 IA/ 3 'd' 4 Ave -#z41�� Permit Number: I' ?C C) 4 - 1_j No one available for inspection: Time 51,Sl, AM/PM f Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http//www.ci.wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 202001954 PERMIT NO: 202001954 ISSUED: 10/16/2020 JOB ADDRESS: 7777 W 38th Ave Suite A122 EXPIRES: 10/16/2021 JOB DESCRIPTION: Install lighted channel letter wall sign for Mobility Plus on reaceway - 34.09 sq ft total *** CONTACTS *** OWNER (303)796-8288 DPC COMPANIES SUB (303)880-2344 MARTHA MCNAMARA/JOHN MCNAMARA 202216 PRECISION WEST SIGNS *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,525.00 FEES Total Valuation 0.00 Plan Review Fee 101.89 Use Tax 137.03 Permit Fee 156.75 ** TOTAL ** 395.67 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. -� City of Wheat Ridge Commercial Sign PERMIT - 202001954 PERMIT NO: 202001954 ISSUED: 10/16/2020 JOB ADDRESS: 7777 W 38th Ave Suite A122 EXPIRES: 10/16/2021 JOB DESCRIPTION: Install lighted channel letter wall sign for Mobility Plus on reaceway 34.09 sq ft total I, b my signahure, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be perfonned is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all reuired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Vvices Division, 6. The iss ce or grantin a pen -nit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appli 1 odd or any inance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Commercial Sign Date: Tuesday, September 29, 2020 10:23:39 AM Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address 7777 W. 38th Ave Suite Al 22 Property Owner Name DPC Companies Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-796-8288 7800 E. Union Ave Suite 800 Denver, CO 80237 Wheatridae Sian Permit Electron ic-Payment-Form.odf APPLICANT INFORMATION Applicant Name What is your role in the project? Wheat Ridge Contractor's License Precision West Signs Martha McNamara General Contractor P1009A 1.1 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Comments Ki�xII:xi�II�RLC! martham@precisionwestsigns.com Retype Contact Email martham@precisionwestsigns.com Address DESCRIPTION OF WORK Scope of Work Installing Lighted channel letter wall sign Mobility Plus on raceway Square Footage 34.09 Name of Business Mobility Plus Location of Sign In parking lot facing South West Is structural required? No Upload 1 G771Ai7�lRIG • • IGFf • • •f pages Sign Installation Plan Mobility Plus Sian ADDIIcat lOn11x17 Reduced Ddf Set on 11'x17" only. Project Value (contract 6,525 $6,525 Valuation OK value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Martha McNamara Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: ®] 7-1 ] W Ave! Contractor: 2 f&C 5r6/1 UJes+ � A5 You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- 3 square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet Site Plan e cA-+cA,ch eCA Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: /VI DATE: October 9, 2020 COMMENTS: City of Wheat Ridge Building Division PRODUCE AND INSTALL (1) ILLUMINATED PAN CHANNEL LETTER SIGN, SCOPE OF WORK: MOUNTED ON RACEWAYS, PER SPECS AND LOCATION DETAILS ADDRESS: TBD APPROVED X77 •3 i4U°� By Heather Farley at 10.98 am, Sep 24, 2020 Wher► ��e� CO SIGN &FACE- DPC Companies FRONT ILLUMINATED MOUNTED ON RACEWAYS PCL Side View ROUTER CUT ACRYLIC WITH TRANSLUCENT VINYL Senior Manager Real CHANNEL LETTER al Estate 3M CARDINAL RED (230-53) APPLIED TO FIRST SURFACE. PAN T' TRIMCAP AND RETURNS PAINTED TO FINISH./STANDARD 3" -RETURNS PAINTED COLORS TO MATCH PANTONE-1805C TO SPECIFICATIONS. ALL FINAL COLORS T.B.D. 175" `... (6� Cvnce-c-4 ek r\ QTY (1) TOTAL SQ FT- 34.03 SQ PROJECT NAME: rMobility PLUS° CONTACT: JEREMIAH DESIGNER: ADAM DESIGN NUMBER: #22676 DATE: 09/22/2020 REVISIONS: V-3 A LANDLORD / DEVELOPER APPROVAL SIGNATURE & DATE: CUSTOMER APPROVAL SIGNATURE & DATE: SHEET: ^ City of 1 OF 2mheat Ridge Building Division 0 City of eat Ridge Building Division p MATCH LINE — SHEET 3 sooro5p°w X° PiBB°STOB'Eri'iEut00.OQ'(M8P1 �/ 10.00' 1.. I 0 i I I 1 , I I 11 ;i iy RI ALTA/ ACSM LAND TITLE SURVEY F� E.E■..®,LOT 1, BLOCK 1, WILMORE CENTER µ I I COUNTY OF JEFFERSON, STATE OF COLORADO. I 7615 & 7777 WEST 38TH AVENUE, WHEATRIDGE, CO 80033 DINOCOgL R�B.6'W. ©FP.MERiYLWE I cq EFAN i I LEGEND OF ABBREVIATIONS & SYMBOLS +,DE.IC BATE-a- IV 1 0.3 N. OF PRJFEmvLME TEMMWAvORT �NIIEPT NBB°6T08"E 1]5.00'MSP „ EGuaN.,Pa �µv � F,1 .. �.5 FOUNONO.egEBAR pF Bs &OFP�FERTrswE I _V I I a a 11 SCALE: V FF 30' SHEET sBlvfiy.a ar:c`Ja+ OF e / 0 i I I 1 , I I 11 ;i iy RI ALTA/ ACSM LAND TITLE SURVEY F� E.E■..®,LOT 1, BLOCK 1, WILMORE CENTER µ I I COUNTY OF JEFFERSON, STATE OF COLORADO. I 7615 & 7777 WEST 38TH AVENUE, WHEATRIDGE, CO 80033 DINOCOgL R�B.6'W. ©FP.MERiYLWE I cq EFAN i I LEGEND OF ABBREVIATIONS & SYMBOLS +,DE.IC BATE-a- IV 1 0.3 N. OF PRJFEmvLME TEMMWAvORT �NIIEPT NBB°6T08"E 1]5.00'MSP „ EGuaN.,Pa �µv � F,1 .. �.5 FOUNONO.egEBAR pF Bs &OFP�FERTrswE I _V I I a a 11 WEST 38TH AVENUE / (R.O.W. VARIES)(ASPHALT PAVED/PUBUC) i4Ft ®�9EMA,�BNr ®6REc tw moBBiL"ss 38B°58'13'W _ _ _ S. UNE SW114 SEC. 23, Tn.. RBBW., mP.M. (BA8180F BEARINGS) I — OE CgWER i �� # —T— & 14NgGApPAWMNO 1 a n' EB —T- =T. TNTC BOx �9B 1 OF PPOPERrY F FNnIT 1 ^� I6 � CONCRETE J 1 I ZO Qpu EM E,EC �ftTER 1 FjLLL- IF QNL —s ocAA&wwIPL I , o IO ESTO—K I IW lu u. TI I i uxE I 1 11111= N.T,En 1B FL - --E I .+ I I _ _ — _ _ r _ _ _ — — t I &a6aBavLFe i° i L MeiGxr uw< � I I co I I J � ' IM61pl� 2619.T31M8P) F T s,l+coquER86c.a Re9w,6TH P,M, cAP 1x—E— """" E— ,REw BASIS OF BEARING — _ DPCDEVELOPMENT COMPANY NEOFTMEBw,I,BEc,lo<I rowT�mF9sourR.RAR6EwWEBiaF TREeTRwancwu MERIOLVycm aswienTRlooEcourm aFJEFFERsay. sTArE Srmft Co"", Inc. EB LEMS AVE.,eME D0 BR PB BFMB66BtlB'13WAO6 H EOF BM.iBFEETBETEENA3SY uAGE,meo... RArxE BoxFwlo ArT �sve coamcBwo eECTxH123ANOA92T 1 8.11-15 COMMENTS RSG S�6fW /AI6 BR CM IN RANGE BOX BTAMPEOPL6 FOIMOAT'ME SW WMJFRSAW Alp- -ON 99 —EOUPON TRE yr1LMORE EUBMMMONFV.TRECOROFDAT 0. YIJIVry APPROV AEOeR10N NO. B61BM21, CgMf Y OF JFifERBON. eTATE OF COLORbO. SCALE: V FF 30' SHEET sBlvfiy.a ar:c`Ja+ OF Chfickotl By: RBO fMet C:WUNE101501.15-168.0WG 3 Wo #601.15_185 D.W640-16 w +— _ � — s m6w 3BrnAveuue a 3 — — Leif/✓ {%' # €I ' f 3 a, RsvncEs.a i PFA is A9PWLT ,, e ur 6.E xT MGN yELLoy, ��� �� CAP FWNOt 6•VF9i0W AspNUT ® r+oPBBo�aeEi�"T ACCE96 FLAs� cAP WEST 38TH AVENUE / (R.O.W. VARIES)(ASPHALT PAVED/PUBUC) i4Ft ®�9EMA,�BNr ®6REc tw moBBiL"ss 38B°58'13'W _ _ _ S. UNE SW114 SEC. 23, Tn.. RBBW., mP.M. (BA8180F BEARINGS) I — OE CgWER i �� # —T— & 14NgGApPAWMNO 1 a n' EB —T- =T. TNTC BOx �9B 1 OF PPOPERrY F FNnIT 1 ^� I6 � CONCRETE J 1 I ZO Qpu EM E,EC �ftTER 1 FjLLL- IF QNL —s ocAA&wwIPL I , o IO ESTO—K I IW lu u. TI I i uxE I 1 11111= N.T,En 1B FL - --E I .+ I I _ _ — _ _ r _ _ _ — — t I &a6aBavLFe i° i L MeiGxr uw< � I I co I I J � ' IM61pl� 2619.T31M8P) F T s,l+coquER86c.a Re9w,6TH P,M, cAP 1x—E— """" E— ,REw BASIS OF BEARING — _ DPCDEVELOPMENT COMPANY NEOFTMEBw,I,BEc,lo<I rowT�mF9sourR.RAR6EwWEBiaF TREeTRwancwu MERIOLVycm aswienTRlooEcourm aFJEFFERsay. sTArE Srmft Co"", Inc. EB LEMS AVE.,eME D0 BR PB BFMB66BtlB'13WAO6 H EOF BM.iBFEETBETEENA3SY uAGE,meo... RArxE BoxFwlo ArT �sve coamcBwo eECTxH123ANOA92T 1 8.11-15 COMMENTS RSG S�6fW /AI6 BR CM IN RANGE BOX BTAMPEOPL6 FOIMOAT'ME SW WMJFRSAW Alp- -ON 99 —EOUPON TRE yr1LMORE EUBMMMONFV.TRECOROFDAT 0. YIJIVry APPROV AEOeR10N NO. B61BM21, CgMf Y OF JFifERBON. eTATE OF COLORbO. City of Wheat Ridge Building Division SCALE: V FF 30' SHEET sBlvfiy.a ar:c`Ja+ OF Chfickotl By: RBO fMet C:WUNE101501.15-168.0WG 3 Wo #601.15_185 D.W640-16 City of Wheat Ridge Building Division MOBILITY PLUS WILMORE CENTER FIRST FLOOR - SUITE A122 7777 WEST 38TH AVENUE WHEAT RIDGE, COLORADO 80033 PROJECT LOCATION 5UITEA122 EXIT PLAN 0 4' 8' 18' NORTH PROJECT LOCATION fUHd HI{ wiiA �,- .m i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: ; � Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: —2-777 L.4/ R Fj� " rr Permit Number: 7J �2 E SLI TT � 4 l ❑ No one available for inspection: Time PVPM Re -Inspection required: Yes XV When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date:A2 Inspector: S/, DO NOT REMOVE THIS NOTICE i 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: H 14 C, F K 1 Job Address: 77 77 Lt/ 3 9'� ' 14ve. 1- )2 - Permit Number: t,o Z-0 Q %� ❑ No one available for inspection: Time >�d `�1::962(? M M Re -Inspection required No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: /©-ih�` 2.e�Vnspector: _S DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE. V, Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 14 - I Inspection Type: Job Address: � 74 At Permit Number: 144�0�_ 2� � ❑ No one available for inspection: Time ,.a41�/ M Re -Inspection required: Yes No When corrections have been made, sch le for re -inspection online at: http✓/www. ci. wheatridge. co. usllnspectidn� C A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:SU Job Address: 77 % 7 Permit Number: 71? I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usfinspection Date: /;r, / . ' ' Inspector: DO NOT REMOVE THIS NOTICE V C VIC: o u L U') N 12" Y U ID 0 co +./ a m C wo m op E N U V u '^ o E N E C v C 04 O OY m r M L FCDc •� i V) W > m m V1 •� ON c c u V Q x M W LL w U II YI WIN w 0 U W a z U) w U Q O C O U cn a� U c t6 Q 7 U) U x O H N O 0 N C O U N a) c 7 O O_ CL Lo Q a_ W N L O U L F- S^•. O LO N O N N N 0 m m co Go O Z 7 O O O LU Q A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0-) -PF- Job Address: G, J. ✓ ` /32`> Permit Number: �PLVf f11,52 2_,:-,-�5--3-` ❑ No one available for inspection: Time g Re -Inspection required: Yes _No When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge. co. uslinspection Dater,2W -Z02W Inspector: -- DO NOT REMOVE THIS NOTICE w City of Wheat Ridge Comm. Tenant Finish PERMIT - 202001663 PERMIT NO: 202001663 ISSUED: 10/02/2020 JOB ADDRESS: 7777 W 38th Ave Suite A122 EXPIRES: 10/02/2027. JOB DESCRIPTION: Construction of a new showroom, office, restroom and service area - 3,795 sq ft total Tenant: Mobility Plus *** CONTACTS *** OWNER (303)796-8288 DPC COMPANIES GC (303)778-8555 ALAN WARING &. MICHAEL PALMER 060220 A&B BUILDERS, INC. SUB (303)349-9403 MARK HAMILTON 080003 BEAR ELECTRIC, INC. SUB (303)777-1234 JAMES & DIRK PASTERKAMP 017887 PASTERKAMP HEATING & AIR COND. SUB (303)670-9171 HARVEY ADAMS 060049 ADAMS PLUMBING & HEATING CO. *** PARCEL INFO --- ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 98,630.00 FEES Total Valuation 0.00 Plan Review Fee 730.60 Use Tax 2.,071.23 Permit Fee 1,124.00 ** TOTAL ** 3,925.83 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. ' . City of Wheat Ridge r Comm. Tenant Finish PERMIT - 202001663 PERMIT NO: 202001663 ISSUED: JOB ADDRESS: 7777 W 38th Ave Suite A122 EXPIRES: JOB DESCRIPTION: Construction of a new showroom, office, .restroom and sq ft total Tenant: Mobility Plus 10/02/2020 10/02/2021 service area - 3,795 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting oa permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable�de or any ord ince or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief 134ilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish Date: Friday, August 21, 2020 12:53:57 PM Commercial Interior Remodel/Tenant Finish Application for Commercial Remodel/Tenant Finish This application is for Commercial Remodels and Tenant Finishes. Do not being work until the permit has been issued to the General Contractor. Required to Submit Proof of Submission to Fire Department Proof of Submission to West Metro Permit Submittal, Mobility Plus A122.Ddf Fire Department Begin Application PROPERTY INFORMATION Property Address 7777 W. 38th Ave., #A122 Property Owner Name DPccompanies Property Owner Phone 303-796-8288 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email hfarley@dpccompanies.com Address Attach City of Wheat Wheat Ridae Electronic Payment Form.Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Contact Name of Robin Easterly, A&B Builders Person Submitting Application What is your role in the General contractor project? Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address for Plan Review Questions 60220 303-778-8555 reasterly@aandbbuiIders.net Retype Contact Email reasterly@aandbbuilders.net Address DESCRIPTION OF WORK Is this for a new Yes tenant? Business Name of Mobility Plus Tenant Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Iii .M . STMO 7: Square Footage Area of Work Being Performed Asbestos Report - if applicable Construction Plans scanned on 11 "x17" or larger Construction of a new showroom, office, restroom and service area. Interior tenant improvment. 3795 Field not completed. Wilmore Center Mobility Plus CD 2436 082120.odf Project Value (contract 98630.00 $98,630 Valuation OK value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Robin Easterly Permit Email not displaying correctly? View it in your browser. City of Wh6at�dge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 7777 W. 38th Ave., Suite #A-122 General Contractor: A&B Builders Company Name: ar ��u_irz� .E -t -C. Contact Phone #:gq9 94A,�> Wheat Ridge Contractor License #:. pRQ00 3 (required field) State License #: -1q I2 - Master License #: 0— Printed Name bf Authorized Agent ^ =' 9 020 Signature of AutKoriz& Xgelit Date City of Wh6at�dge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 7777 W. 38th Ave., Suite #A-122 General Contractor: A&B Builders Company Name: ar ��u_irz� .E -t -C. Contact Phone #:gq9 94A,�> Wheat Ridge Contractor License #:. pRQ00 3 (required field) State License #: -1q I2 - Master License #: 0— Printed Name bf Authorized Agent ^ =' 9 020 Signature of AutKoriz& Xgelit Date a City of Wh6atPjj-dd COMMUNITY DEvELoPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 7777 W. 38th Ave., Suite #A-122 General Contractor: A&B Builders FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION CompanyName:N67-FP- KhAV Contact Phone#: 3o3- 777-1237 t-tGAT1Ntt 4--414 GOND/TIONINCt- Wheat Ridge Contractor License #: 178e Z (required field) ,eANDV wfer � Printed Name of Authorized Agent /4 P6� Signature Authorized Agent q Z9 Z42a Date City of Wh6at1kd e Gjf COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 7777 W. 38th Ave., Suite #A-122 General Contractor: A&B Builders FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: Contact Phone #: J�U� •�96 l ?j Wheat Ridge Contractor License #: r V (required field) State License #: 29b Master License #: / 2 l D A raj Printed Name of Authorize ge Signature of Authorized Agent `o Date AVA Boulder Environmental Inc. 5 Deer TmlReed, PuuWeS CO i Mere: Dich 21175 Fee: liM94121 Septenber S, 2WO A &B Builders ED Ellary Hess EHessaAandBBuildaenet RE Retroactive bulk sampling of suspected asbestos- containing materials 777West 38 Avenue, #A122, Wh®tridge, Colorado Destroyer Hess: Attached is the report for He retroactive asbestos survey and bulk sampling of suspected asbestos containing buil ring material s at 979 West 38 Avenue, #A122, Wbeetridge, Celmadn This invest ation was conducted on behalf of and for the exclusive use ofA&BBuilders (client), solely for us e in a limited asbestos survey of the property. Crab report and He findings herein shall not, in whole or in pmt, be disseminated or conveyed to any other party, nor used by any otherpark, in whole or in part, without pour or written consent of B out der Environmental Do The results ofCas survey are limited to materials that were assessable and foreseeable Additional materials may ea st behind hard surf aces. Pas onnel prowl edgeable of asbestos concerting materials shoal d always over see demolition activiti es Demolition work shouldbe halted and sampling performed by a state of Colorado licensed buil ding inspector ifadeiti oval materials, which are suspected of containing asbestos, are encountered If have any questions regarding He contents oflhis report, please do not hesitate to contact us Sincerell Chris rn emall-Chrisilcould am Derek D'Avignon MerronEate 915152754 COBuildriglmpector#101"/] cm 'Asb esi and Rnduetrial Hygiene'Satay'Fival Air Testing' 'Healtb and Satety Training' Boulder Environmental Inc. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 382-1175 Fax: 1 (866) 699-4121 BULK SAMPLING REPORT 7777 West 38' Avenue, #A122, Wheatridge, Colorado Introduction: On September 9, 2020, Boulder Environmental Inc.'s Building Inspector, Derek D'Avignon, conducted bulk sampling of suspected asbestos -containing materials under the direction of our client. Sampling: During the sampling process, suspect ACM was separated into three EPA categories. These categories are thermal system insulation (TSI), surfacing ACM, and miscellaneous ACM. TSI includes all materials used to prevent heat loss or gain or water condensation on mechanical systems. Examples of TSI are pipe coverings, boiler insulation, duct wrap, and mud packed fitting cement. Surfacing ACM includes all ACM that is sprayed, troweled, or otherwise applied to a surface. These applications are most used in fireproofing, decorative and acoustical applications. Miscellaneous materials include all ACM not listed in the thermal system insulation or surfacing categories, such as linoleum, vinyl asbestos flooring, and ceiling tile. Boulder Environmental Inc. followed EPA recommended sampling guidelines for identification of asbestos in bulk matrices. A set of three (3), five (5), or seven (7) samples were collected for each material type and analyzed by Polarized Light Microscopy (PLM). Sample locations were selected by a random selection method as described in Asbestos in Buildings, Simplified Sampling Scheme for Friable Surfacing Materials (EPA 560/5-85-03a, October 1985, AKA "Pink Book"). Suspect materials are assigned numerical values based on an evaluation of the building materials condition at the time of the inspection. The numbers assigned are: 1. Damaged or significantly damaged thermal system insulation ACM. 2. Damaged friable surfacing ACM. 3. Significantly damaged friable surfacing ACM. 4. Damaged or significantly damaged friable miscellaneous ACM. 5. ACM with potential for damage. 6. ACM with potential for significant damage. 7. Any remaining friable ACM or friable suspected ACM. *Asbestos* Lead* Industrial Hygiene* Safety *Final Air Testing* *Health and Safety Training* Boulder Environmental Inc. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 382-1175 Fax: 1 (866) 699-4121 Results: The following materials were analyzed and determined not to be asbestos containing utilizing polarized light microscopy (PLM). NON -ASBESTOS -CONTAINING SAMPLES MATERIAL SAMPLE LOCATION SAMPLE ID 2'x4' Ceiling tiles Stacked along north wall 9 -9 -DD -1 Stacked along north wall 9 -9 -DD -2 12"x12" Floor tile Bathroom, floor 9 -9 -DD -3 debris and adhesive Bathroom, floor 9 -9 -DD -4 Skim -coated drywall Northwest column 9 -9 -DD -5 Northwest wall at new east door location 9 -9 -DD -6 Northwest wall at new west door location 9 -9 -DD -7 Drywall and joint Northwest wall at new east door location 9 -9 -DD -8 compound Northwest wall at new west door location 9 -9 -DD -9 with skim -coat Discussion: Sample analyses results are reported in percentages of asbestos and non -asbestos components. The EPA defines any material that contains greater than one percent (1%) asbestos, utilizing PLM, as being an asbestos containing material. Materials that are identified as "none detected" are specified as not containing asbestos. State Demolition Notification: A state issued demolition permit is required prior to the demolition of load bearing members. Please contact Boulder Environmental if the scope of demolition changes to include building materials that were not accessed at the time of this study. Projects involving the demolition of load bearing members may be denied the liberties conveyed by an "opt -out form". Please contact Boulder Environmental if the scope of demolition changes to include building materials that were not accessed at the time of this study. *Asbestos* Lead* Industrial Hygiene* Safety *Final Air Testing* *Health and Safety Training* Boulder Environmental Inc. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 382-1175 Fax: 1 (866) 699-4121 Conclusion: The following materials were determined not to be asbestos containing: • — 65 cubic feet of 2'xx4' ceiling tiles stacked in a pile along the north wall • — 10 square feet of 12"x12" floor tile and associated mastic debris on the bathroom floor • — 100 square feet of skim -coated drywall and joint compound wall systems on the northeast column and northwest wall at 2 new door locations The results of this survey pertain only to materials tested. The laboratory reports supporting these findings above are attached. A state issued demolition permit is required prior to the demolition of load bearing members. If your project involves the demolition of load bearing members, please contact Boulder Environmental Inc. and we will mail you the signed demolition notification form that you must submit to attain a state of Colorado demolition permit. Please contact Boulder Environmental Inc. if you have any questions or concerns regarding this report. Sincerely, Chris Maron Project Manager *Asbestos* Lead* Industrial Hygiene* Safety *Final Air Testing* *Health and Safety Training* Reservoirs Environmental, Inc Effective April 02, 2018 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc REI LAB Reservoirs Environmental, lnc_ September 10, 2020 Derek Davignon Boulder Environmental, Inc. 5 Deer Trail Boulder CO 80302 Dear Derek, Subcontractor Number: Laboratory Report: Project #/P.O. #: Project Description RES 472802-1 None Given 7777 #A122 West 38th Ave Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 472802-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, by Ryan Shilling Jeanne Spencer President (303) 9641986 5801 Logan St, Suite 100, Denver, CO 80216 -.reilab.com (866) RESI-ENV clients.reilab.com Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number/ P.O.: Client Project Description: Date Samples Received: RES 472802-1 Boulder Environmental, Inc. None Given 7777 #A122 West 38th Ave September 09, 2020 Effective Apol 2, 2018 Q AQAQCALABAReservoirs Environmental GA Manual doc Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Priority TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: September 10, 2020 Client L Asbestos Conteril Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R (%) M (%) (%) 9 -9 -DD -1 A White/light gray ceiling tile 100 ND 60 40 9 -9 -DD -2 A White/light gray ceiling tile 100 ND 60 40 9 -9 -DD -3 A Tan adhesive 7 ND 0 100 B Green/multi-colored tile 93 ND 0 100 9 -9 -DD -4 A Cream adhesive w/ brown debris 5 ND 0 100 B Off white/multi-colored tile 95 ND 0 100 9 -9 -DD -5 A Off white fibrous woven material 3 ND 90 10 B Off white compound w/white/multi-colored paint 97 ND 0 100 9 -9 -DD -6 A Off white compound w/ white paint 100 ND 0 100 9 -9 -DD -7 A Cream tape 8 ND 95 5 B Off white joint compound 22 ND 0 100 C Off white compound w/ grayish -blue paint 22 ND 0 100 D Off white compound w/ white paint 23 ND 0 100 E Tan/off white drywall 25 ND 85 15 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-477-4275 wwwreilab. com Pagel of2 Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number/ P.O.: Client Project Description: Date Samples Received: RES 472802-1 Boulder Environmental, Inc. None Given 7777 #A122 West 38th Ave September 09, 2020 Effective Apol 2, 2018 Q AQAQC1Af3\Reservoirs Environmental GA Manual doc Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Priority TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: September 10, 2020 Client L Asbestos Conteril Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R (%) M (%) (%) 9 -9 -DD -8 A Cream tape 3 ND 95 5 B Off white compound w/ white paint 10 ND 0 100 C Off white joint compound 12 ND 0 100 D Light gray/tan drywall 75 ND 15 85 9 -9 -DD -9 A Cream tape 3 ND 95 5 B Off white joint compound 7 ND 0 100 C Off white compound w/ white paint 10 ND 0 100 D Off white compound w/ grayish -blue paint 10 ND 0 100 E Light gray/tan drywall 70 ND 15 85 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. Ryan Shilling Analyst / Data QA P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-477-4275 wwwreilab. com Page 2 of Reservoirs Environmental, Inc Reservoirs Environmental QAManual REI LAB Reservoirs En vironmen to/, /nc. Effective April 02, 2018 Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc RES Job #: 472802 SUBMITTED BY INVOICE TO CONTACT INFORMATION SERIES Company: Boulder Environmental, Inc. .................................................................................................................................................................................................................................................. Company: Boulder Environmental, Inc. Contact: Derek Davignon ......................................................................................................................... -1 PLM Priority Address: 5 Deer Trail .................................................................................................................................................................................................................................................. Address: 5 Deer Trail Phone: (303) 949-2965 ......................................................................................................................... .................................................................................................................................................................................................................................................. Fax: ......................................................................................................................... Bulk = Boulder, CO 80302 Boulder, CO 80302 Cell: € € € € s 61 i e i e i . . . . . E € o 2 z a M S Project Number and/or P.O. #: None Given I Final Data Deliverable Email Address: ................................................................................................................................................................................................................................................. Project Description/Location: 7777 #A122 West 38th Ave derek@boulderenvironmental.com (+ 3 ADDNL. CONTACTS) Dust Paint Surface ASBESTOS LABORATORY HOURS: Weekdays: 7am - 7pm & Sat. 8am - 5pm REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES PLM / PCM / TEM DTL RUSH 1PRIORITY STANDARD a Air = A Bulk = B € € € € s 61 i e i e i . . . . . E € o 2 z a M S ° a o ............................................ ................................................................................ Dust Paint Surface ................................... = D _ = P = SU Food = Soil = Swab _ F .......... S SW CHEMISTRY LABORATORY HOURS: Weekdays: 8am - 5pm Dust RUSH PRIORITY STANDARD ._ COO . i =_ d ` ° ° ` m = �' v v `o J Tape ..4.. = T Wipe = W *PRIORNOTICEREQUIREDFORSAMEDAYTAT _ o; E w �' U } Q N Metals RUSH PRIORITY STANDARD m € € c� € - -o_ 1 o Drinking Water = DW Q N Q i i i U `_ .s ° Waste Water = WW Organics" SAME DAY RUSH PRIORITY STANDARD M € + w + € € a € LL 0 Em o o c Q0} N rL fn U) U5a Lu co 2 -2 o 5 d U - U � o **ASTM E1792 o a a approved wipe media only** MICROBIOLOGY LABORATORY HOURS: Weekdays: 8am - 5pm Viable Analysis"" PRIORITY STANDARD **TAT DEPENDENT ON SPEED OF MICROBIAL GROWTH Q a �E ori i? o o = 5 0 m o o E a U ._ o -a 3 °- Medical Device Analysis RUSH STANDARDC, Z ` `� Y i a E �O 2 m ai �i _ - _° 0 �_ V U J Q : m i oN E? m w o Mold Analysis RUSH PRIORITY STANDARD o_ : ; C �: ?'• a'w: Q a' �oco o _ o Lo v m? a w o ""Turnaround times establish a laboratory priority, subject to laboratory volume and are not guaranteed. Additional fees apply for afterhours, weekends and holidays." • U) t 0' �aa ' N a€ , , - a o W E a, U T'•' U Laboratory Analysis Special Instructions: a i Viables � co J 0co o a Instructions Client Sample ID Number (Sample ID's must be unique) ASBESTOS L CHEMISTRY MICROBIOLOGY 1 9 -9 -DD -1 . . . . . . X .............. ¢...... ¢...... ¢......................... ¢........................... . . . . . . X ..................... ¢...... ¢...... ¢.................. ...... ¢........................... . . . . . . X .............. ¢...... ¢...... ¢......................... ¢........................... . . . . . . X .............. ¢...... ¢...... ¢...................¢........................... . . . . . . XB ....... .............. ¢...... ¢...... ¢.................. ...... ¢........................... . . . . . . X .............. ¢......¢......¢.........................¢...........................¢......¢...... . . . . . . X ............................¢....................................................¢......¢...... X ..............¢.............¢....................................................¢......¢...... X . . ¢...... ¢ ...... . . ¢...... ¢ ...... . . ¢...... $ ...... . . ¢...... ¢ ...... . . ¢...... ¢ ...... . . . . ........... ........... ...................................... ........... ........... ...........¢...........¢.............. .............................................................................¢.................................................... ..........................................................................¢.................................................... . ¢........... . ¢........... . . ¢........... . ¢........... . . . . B ¢.............. ........... . . B ¢.............. ........... . . B . . ........... B ¢................................................. . . ¢................................................. . . B . . ...........¢........... B B B . ¢....................... . ¢........................ . ¢....................... . . . . . . ¢.................................................... . . .................................................... ¢ . . ¢.................................................... . . .......................................................... ¢ . . ¢.................................................... . . ¢...........¢.................................................... . . 2 9 -9 -DD -2 3 9 -9 -DD -3 4 9 -9 -DD -4 5 9 -9 -DD -5 6 9 -9 -DD -6 7 9 -9 -DD -7 8 9 -9 -DD -8 9 9 -9 -DD -9 REI will analyze incoming samples based on information received and will not be responsible for errors or omissions in calculations resulting from the inaccuracy of original data. By signing, client/company representative agrees that submission of the following samples for requested analysis as indicated on this Chain of Custody shall consitute analytical services agreement with payment terms of NET 30 days. Failure to comply with payment terms may result in a 1.5% monthly interest surcharge. relinquished By: Derek Davignon Date/Time: 09/09/2020 10:00:09 Sample Condition: Acceptable received By: _ r AnneMarie Kieffer Date/Time: 09/09/2020 10:00:09 Carrier: Hand (303) 964-1986 5801 Logan St, Suite 100, Denver, C080216 vwvw.reilab.com (866) RESI-ENV Page 1 of 1 clients. reilab.com Boulder Environmental Me. BULK SAINIM U LOG DATE: Entail'. Cluis aBoulderEnvironmental.com MA - /fin N _ COMPANY BILLING INFO: A46 8wndal d NAME: CONSTRUCTION ERA: SCOPE:-femplete•itde t ❑-RcsidctKiel Lv�ommercial -i ehedgeFeg¢ L-A 4adla enovation/reatere8en amu -peps.-- -- ---"p-..m-.:.a-,-' ---�—.,:t arnple per client's direction: r4W 0G4MGf LjrA n rrorocoi IDuoven: [ for nnsc. maleri L sunacm tnavenals =.f u to iuvvg. J for ivuu-Juuust, I sant les,J.vuusr SADIDLE ID MATERIAL. BUILDING LOCATION QTY ff 2 y -F DadgS - F SSLO. 0,J k W - Ab 41�' Double check:❑ Duct-nork ❑ Boiler insulation ❑ Pipes (radiant / domestic) ❑ Flue ❑ Breeching cement ❑ Transite ACCESSSED: ❑ Cm\vl space ❑ Basement ❑ Attic insulation npe: ❑ Roof: ❑ Chk under carpeting, built up floors ❑ Check heating systea (s) Type: ❑ Steam ❑ Forced au, ❑ Baseboards, ❑ Stove FOR demo APPLICATION ❑ vinyl asbestos floor ffie VAT ❑ VAT mastic ❑ Tarlasphalt impregnated roofing ❑ Asphaltic pipe coatings ❑ Caulking ❑ Glazing ❑ other FOR demo APPLICATION For Detached GARAGE ❑ vinyl asbestos floor tile VAT ❑ VAT mastic ❑ Tar/asphalt impregnated roofing ❑ Asphaltic pipe coatings ❑ Caulking ❑ Glazing ❑ otter PACM AREA(s) INACCESSIBLE Santples Collected By M14. W= Date:Time: _ Santples Received By. Date: Tune: V �L Boulder Environmental Inc. BULK ASSESSMENT LOG DATE: `I Location: }}74 bj. u"+ 4je 'A`, a k*pmwe MATERIAL BUDAING LOCATION QTY C&C Sr�aw l b�J I _ . &. KS 4 Cbw M -N !� INSULATION: SHEET FLOORING: OCCUPIED I: CATEGORY-Misc., Surfacing_ Tsi CONDITION -Good Damaged Significant Damage TES. FLOOR TLE: ROOFING: CAULKING AND GLAZING: PAPER/TAPE: TLE N GROUT: NO ACCESS TO: 2%i 7 1 Z City of Wheat Ridge Commercial Mechanical PERMIT - 201902452 PERMIT NO: 201902452 ISSUED: 11/20/2019 JOB ADDRESS: 7777 W 38th Ave #a-100 EXPIRES: 11/19/2020 JOB DESCRIPTION: Commercial mechanical replacing 75 gallon, 76k BTU water heater. *** CONTACTS *** OWNER (801)647-3366 SIZZLING PLATTER SUB (303)916-6226 HOWARD METZ 150252 QUALITY 1ST PLUMBING *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,200.00 FEES Total Valuation 0.00 Use Tax 151.20 Permit Fee 172.60 ** TOTAL ** 323.80 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this,permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertormed and that all.work o be performed is disclosed in this document and/o its' ac ompanying approved plans and specifications. ,.ILW t I � t 15 Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for.. or an approval of, any violation of any provision of any applicable code or apy ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. n Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat R d�c COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aD_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Per►t►it # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1� k ide-� -.J +1.1 �y� . "' UU e Propertv Owner Property Owner Email: Tenant Name (Commercial Projects Only) L -LC Phone: Property Owner Mailing Address: (if different than property address) I Address: PL ?a)UA 532-4c)8JCi[ ; Ci k �r'Vi��� ST 2 City, State, Zip: Mu WOL UT C)H (� Architect/Engineer: _UH 33L�� Architect/Engineer E-mail: Phone: Contractor Name: City of Wheat Ridge License Phone: C1I-(22 Contractor E-mail Address: =ASD i\ S (?t,L'w\\011ny)PAabxj- CCA ctjaa For Plan Review Questions & Comments (please print): e CONTACT NAME (please print): , L'5sl Li L � 4 W Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. COMMERCIAL F-1 RESIDENTIAL LM Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. C� rel ac , C�rrrn c� Wwcd'e Y Sq. FULF BTUs . (-k-u Gallons Amps Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided one�the application. CIRCLE ONE: (OWNER) (COJ,TRAC'TOR) orUTHORMED REPRESENTATIVE) fOWNER) (CONTRAC OR SiEnature (first and last name): - -'kj'��� DATE: I/ O Printed Name: jUJ•� Il (,<� ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wheat Ridge Commercial Sign PERMIT - 201902331 PERMIT NO: 201902331 ISSUED: 11/08/2019 JOB ADDRESS: 7777 W 38th Ave Unit A -120-a EXPIRES: 11/07/2020 JOB DESCRIPTION: Commercial sign, installing one set of illuminated pan channel letters. 26X36 *** CONTACTS *** OWNER (303) 796-8288 :0P1L3F4DMPANIES SUB (303)904-1270 JODI BLAKELEY 019973 CENTURY SIGNS, INC. *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,590.00 FEES Total Valuation 0.00 Plan Review Fee 41.54 Use Tax 33.39 Permit Fee 63.90 ** TOTAL ** 138.83 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to inclu all entities named within this document as parties to the work to be per rmed and that a work e performed is disclosed in thisocu nt and/or its' accompanying approved plans and specifications. ign tyre of �bWN&_or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in/h, permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all ap1�licable statutes, ordinances, regulations, policies and procedures. 1Z- This permit shall expire 365 days after the date of issuance, egardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no pore than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the, originalpermitfee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit border shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apple code or an • rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat,lk COMMUN[Ty DEVELOPMENT jge Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan Permit # ;;) 6% 0)JJ 1'�a 33 Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: %%%7 4f 44:9t 5,.,573 - 7q?, -S,2 .F8 Property Owner (please print): /)/"C Phone: X 33sy Property Owner Email `11 .-,''1e%/ LLv ��GGO Iles . Tenant Name (Commercial Projects Only) �!�! Property Owner Mailing Address: (if different than property address) Address: -78C0 C Z40/� g,�2l> City, State, Zip: �yjy/Lch, e�� 902-3-7 Architect/Engineer: 6 -e---) Architect/Engineer E-mail: Phone: Contractor Name:C_ei�7-Li"y SaJ{2 S, ,rte. City of Wheat Ridge License #: /2"? 73 Phone: _ 303 ­�0%1-/ Z7U Contractor E-mail Address: I For Plan Review Questions & Comments (please print): CONTACT NAME (please print): J'Jdl' Phone: CONTACT EMAIL(p/ease print): /Od/.bl�l-�/ Gr�rnG �: GCGt` Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF Z 7/ !q, Ze,*16 " �� X �lv BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ /, .5 ado a^o 890 , -24`%Ol lS OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONT CTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last//name): DATE: Printed Name: LJO�/+ ,�i� Ile -14 DEPARTMENT USE ONLY ZONING COMMMENTS: btd 44E4 -C. CO`kTrte-T w1 Reviewer: It /5 I (cr BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: U CONSTRUCTION TYPE: Building Division Valuation: Wail Sian Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 7,7-7- S Contractor: You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - .51? `- q �( feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage - Wall 2 allowable signage - Wall 3 allowable signage - Site Plan r t! 5q If square feet square feet square feet i .; ,§! ` -LjSWQ �!\ � � —J--------«-- JrOLORADO O 121) UNE -C. \-M. \------------- \\ wz ;;,,. . ■ § / � no- I°_ 11401.;l9e1- �) `(\|{`�\|§| ( � , r (f) WT PM CWN1EL LETTERE "EKED 1092WALLY N *SIGN avo MTH MAOTE TRAMSi'ORIIETis 8FKWE RET,4V *ANO TRAI CAP OU fiAtE 80K)ER AAOUP0 MWM TO Ef#0"M wGhTTME V49MM VTM OYE%A78E6# - Mff? ROYAL 91E OOT ABOVE Y GERBER MJ Soli IDNEA W ABOVE LETTER'i 6 TO RE UMAMC SFO TO TFC 9TEY CT t TETTER Y SO MAT Pt: �+E!%i.'3 A"-PEAP tt7 CE. NOE�ENOEMLY ATTAI:f�D In. fs the aO�mOT SCALE: AS NOTED DRAWING NLUBER. 1271-19 Century Signs, Inc.T 2019 �m� © CENTURY NSIGNS, INC. —___ — — repraaucea d a ss"*%aw n airy DATE. 08-12-19 NAME Integrated Ues - tyle -Wheat FLdge P—h— trap C-Awy so -'s, Inc. REVISED. 09-05-19 APPROVED By Heather Farley at 10:18 am, Oct 24, 2019 2015071743 7/10/2015 9:51 AM PGS 4 $26.00 DF $620.00 Electronically Recorded Jefferson County, Co Faye Griffin, Clerk and Recorder TD1000 Y After recording return to: Wi(more 38 LLC 7000 E. Belleview Ave., Suite 300 Greenwood Village, Colorado 80111 Attn: Christopher R. King SPECIAL WARRANTY DEED U.S. Bank National Association, as Trustee, successor in -interest to Bank of America, National Association, as Trustee, successor by merger to LaSalle Bank National Association, as Trustee, for the registered holders of LB -UBS Commercial Mortgage Trust 2005-C3, Commercial Mortgage Pass -Through Certificates, Series 2005-C3 CGrantor"), for and in consideration of the sum of Ten and Noll 00 Dollars ($10.00) cash and other good and valuable consideration to it paid by Wilmore 38 LLC, a Colorado limited liability company ("Grantee'), whose mailing address is 7000 East Belleview Avenue, Suite 300, Greenwood Village, Colorado 80111, the receipt and sufficiency of which are hereby acknowledged and confessed, has GRANTED, BARGAINED, SOLD, and CONVEYED, and by these presents does GRANT, BARGAIN, SELL, and CONVEY unto the Grantee all of Grantor's right, title and interest in and to that certain tract of land ("Land") located in the County of Jefferson, State of Colorado described on Exhibit A attached hereto and incorporated herein, together with all improvements thereon and all rights and appurtenances appertaining thereto (herein collectively called the uPro ert ). Also known by street and number as: 7615-7777 West 38th Avenue, Wheat Ridge, Colorado TOGETHER WITH all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues, and profits thereof; and all the estate, right, title, interest, claim, and demand whatsoever of Grantor, either in law or equity, of, in, and to the above bargained Property, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the Property above bargained and described with the appurtenances, unto the Grantee, its successors and assigns forever. The Grantor, for itself, and its successors and assigns, does covenant, and agree that it shall and will WARRANT AND FOREVER DEFEND the above -bargained Property in the quiet and peaceable possession of Grantee, its successors and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under Grantor, except and subject to the matters set forth on Exhibit B, attached hereto and incorporated herein by this reference. [Signature Page Follows] 38933-0346.0002/1_EGAL 126725789.'[ WITNESS THE EXECUTION HEREOF as of the day of July, 2015. GRANTOR: U.S. Bank National Association, as Trustee, successor -in -interest to Bank of America, National Association, as Trustee, successor by merger to LaSalle Bank National Association, as Trustee, for the registered holders of LB -UBS Commercial Mortgage Trust 2005-C3, Commercial Mortgage Pass - Through Certificates, Series 2005-C3 (the "Trust") By: C -III Asset Management LLC, a Delaware limited �bility company, solely in its cjas special �ft seyMcer to the Tr By: Name: "dwards Title: Servicing Officer State of Texas ) ) ss. County of Dallas ) Before me on this day personally appeared Don Edwards, known to me (or proved to me through description of identity card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same as servicing officer of C -III Asset Management LLC, in its capacity as special servicer for U.S. Bank National Association, as Trustee, as successor in interest to Bank of America, National Association, as successor by merger to LaSalle Bank National Association, for the registered holders of LB -UBS Commercial Mortgage Trust 2005-C3, Commercial Mortgage Pass -Through Certificates, Series 2005-C3. Given under my hand and seal of office this __7 day of July, 2015. e__ �,. ftublic�'s (Personalized Seal) Notarign u TORRENCE AMOU:Expires Notary Public, Stats a F� My Commission ;;;��`April 26, 20 -2- 38935-0346.0002/LEGAL126725789.1 EXHIBIT A DESCRIPTION OF LAND All of that certain lot, piece or parcel of land, with the buildings and improvements thereon, situate, lying and being in Jefferson County, Colorado, and being more particularly described as follows: Lot 1, Block 1, The Wilmore Center, County of Jefferson, State of Colorado. APN: 39-233-21-030 -3- 38935-0346.0002/LEGAL126725789.1 EXHIBIT B PERMITTED ENCUMBRANCES 1. Taxes and assessments for the year 2015 and subsequent years, a lien not yet due or payable. 2. An easement for ingress and egress and incidental purposes granted to Albert P. Reny, as set forth in an instrument recorded November 4, 1957 in Book 1087 at Page 536. 3. Easements, notes, covenants, restrictions and rights-of-way as shown on the Combined Outline and Final Development Plan The Wilmore Center PCD, recorded October 31, 1985 at Reception No. 85105426, as amended by Final Development Plan Amendment 1 (Administrative Amendment) The Wilmore Center PCD recorded December 4, 1986 at Reception No. 86149361, as amended by Final Development Plan Amendment 2 The Wilmore Center PCD recorded December 4, 1986 at Reception No. 86149362, and as amended by Final Development Plan Amendment 3 The Wilmore Center PCD recorded July 20, 1987 at Reception No. 87093523. 4. Easements, notes, covenants, restrictions and rights-of-way as shown on the plat of The Wilmore Center, recorded October 31, 1985 at Reception No. 85105427. 5. An easement for utilities and incidental purposes granted to Public Service Company of Colorado, as set forth in an instrument recorded January 27, 1986 at Reception No. 86009155. 6. An easement for utilities and incidental purposes granted to Public Service Company of Colorado, as set forth in an instrument recorded April 2, 1986 at Reception No. 86033562. 7. An easement for utilities and incidental purposes granted to Public Service Company of Colorado, as set forth in an instrument recorded March 29, 1991 at Reception No. 91025423. 8. Rights of tenants, as tenants only, in and to those leases as certified to Grantee as of the date hereof. 9. Any rights, interests, or claims which may exist or arise by reason of the following facts shown on the ALTA/ACSM Land Title Survey dated June 11, 2015, prepared by Richard B. Gabriel for and on behalf of Power Surveying Company, Inc., as Project Number 501-15-185: A. Wood Fence Corner = 4.3' N, of Property Line B. Wood Fence Corner = 0.8'W. of Property Line. C. Wood Fence Corner = 0.5'W. of Property Line. D. Block Building Corner = 0.5'W. of Property Line. E. Block Building Corner = 0.5'W. of Property Line. F. Frame Overhang = 0.5' S. of Property Line G. Top Back of Curb = 2.0'W. of E. Property Line. H. Top Back of Curb = 1.3'W. of E. Property Line. -4- 38935-0346.0002/L EGAL 126725789.1 REAL PROPERTY TRANSFER DECLARATION (TD -1000) ORDER NO: NCS -683.113 -CO GENERAL INFORMATION Purpose: The Real Property Transfer Declaration provides essential information to the county assessor to help ensure fair and uniform assessments for all property for property tax purposes. Refer to 39-14-102(4), Colorado Revised Statutes (C.R.S.). Requirements: All conveyance documents (deeds) subject to the documentary fee submitted to the county clerk and recorder for recordation must be accompanied by a Real Property Transfer Declaration. This declaration must be completed and signed by the grantor (seller) or grantee (buyer). Refer to 39-14-102(1)(a), C.R.S. Penalty for Noncompliance: Whenever a Real Property Transfer Declaration does not accompany the deed, the clerk and recorder notifies the county assessor who will send a notice to the buyer requesting the declaration be returned within thirty days after the notice is mailed. If the completed Real Property Transfer Declaration is not returned to the county assessor within the 30 days of notice, the assessor may impose a penalty of $25.00 or .025% (.00025) of the sale price, whichever is greater. This penalty may be imposed for any subsequent year that the buyer fails to submit the declaration until the property is sold. Refer to 39-14-102(1)(b), C.R.S. Confidentiality: The assessor is required to make the Real Property Transfer Declaration available for inspection to the buyer. However, it Is only available to the seller if the seller filed the declaration. Information derived from the Real Property Transfer Declaration is available to any taxpayer or any agent of such taxpayer subject to confidentiality requirements as provided by law. Refer to 39-5-121.5, C.R.S. and 39-13-102(5)(c), C.R.S. 1. Address and/or legal description for the real property sold: Please do not use P.O. Box numbers. 7615-7777 West 38th Avenue, Wheat Ridge, CO 80033 2. Type of property purchased: Single Family Residential ❑ Townhome F-1 Condominium 0 MuitiUnit Res F—)(1 CommercialEl Industrial Agricultural El Mixed Use n Vacant Land F7 Other 3. Date of Closing: July 09 2015 Month Day Year Date of Contract If different than date of closing: June 10 2015 Month Day Year 4. Total Sale Price: Including all real andpersonal property. $ 6,200,000.00 5. Was any personal property included in the transaction? Personal property would include, but is not limited to, carpeting, draperies, free standing appliances, equipment, inventory, furniture. If the personal property is not listed, the entire purchase price will be assumed to be for the real property as per 39-13-102, C.R.S. E]Yes F -y-1 No If Yes, Value $ Describe 6. Did the total sale price include a trade or exchange of additional real or personal property? If yes, give the approximate value of the goods or services as of the date of closing. E]Yes I X] No If Yes, Value $ If Yes, does this transaction involve a trade under IRS Code Section 1031? F -J Yes F7 No 7. Was 100% interest in the real property purchased? Mark "no" if only partial interest is being purchased. DR] Yes El No If no, interest purchased % 8. Is this transaction among related parties? Indicate whether buyer and seller are related. Related parties include persons within the same family, business affiliates, or affiliated corporations. F] Yes 7 No 9. Check any of the following that apply to the condition of the improvements at the time of purchase. 0 New Excellent OGood [] Average !9 Fair ❑ Poor 0 Salvage If the property is financed, please complete the following: 10. Total amount financed: $ $5,681,550.00 11. Type of financing ❑X New 0 Assumed Q Seller F --j Third Party 12. (Check all that apply): 0 Combination Explain: Terms: EXVariable; Starting Interest Rate 0 Fixed; Interest Rate % Length of Time q _years Balloon Payment? � Yes F-1NoIf Yes, amount $ due date 13. Mark any that apply: Q Seller assisted down payments, F -j Seller concessions, Q Special terms or financing. If marked, please specify: For properties other than residential (Residential is defined as: single family detached, townhomes, apartments, and condominiums) please complete questions 14-16 if applicable. Otherwise skip to #17 to complete. 14. Did the purchase price include a franchise or license fee? If yes, franchise or license fee value? $ Yes L No 15. Did the purchase price involve an installment land contract? YesNo If yes, date of contract 16. If this was a vacant land sale, was an onsite inspection of the property conducted by the buyer prior to the closing? 0 Yes Q No Remarks: Please Include any additional information concerning the sale you may feel is important. 17. Signed this day of July, 2015 Enter the day, month, and year, have at least one of the parties to the transaction sign the document, and include an address and a daytime phone number. Please designate buyer or seller. Signature of Grantee (euyer� Or Grantor (Seller) 18. All future correspondence (tax bills, property valuations, etc.) regarding this property should be mailed to: 7000 E. Belleview Avenue, Suite 300 %J(j3.4%-1602CiCJ' Address(mailing) Daytime phone Greenwood Village, Colorado 80111 City, State and Zip Code RECEIVED NOV U b to 1 Pe 26" (1) SET ILLUM, PAN CHANNEL LETTERS CENTERED HORIZONTALLY IN SIGN BAND WITH REMOTE TRANSFORMERS, BRONZE RETURNS AND TRIM CAP OUTLINE BORDER AROUND VINYL TO ENHANCE NIGHTTIME VISIBILITY VINYL OVERLAY BLUE = 230-87 ROYAL BLUE, DOT ABOVE °i" GERBER 230-25 SUNFLOWER 32.75" DOT ABOVE LETTER "i" IS TO BE UNATTACHED TO THE STEM OF THE LETTER "I". SO THAT ALL THE DOTS APPEAR TO BE INDEPENDENTLY ATTACHED 36" A A u v s r_ NR This design is the exclusive property of Century Signs, Inc. Our work is not to be COPYRIGHT 2019 eproduced or disseminated in any Century Signs,, Inc.■ manner without written consent and CENTURY SIGNS, INC. purchase from Century Signs, Inc. ELEVATION ` � S GALE: 1 /4" = 1'0" City of W heat CoMMUNI IY 01 VI I O TNAtN I 2-19 DRAWING aF-C7K iC,� L Ta Co a) Ay W LT',/ Zt) Nf 3ER: 7 1271-19 Integrated lifestyle - Vilidity of cermk• the ,ssuance o/ a permit or approval of plans snecwattont and Mmputabons shop not be o permit fo, or on approval of, orr, vaboon to any of the proWslons of the building code or of ary City ard,nances. Permits prewming to give outhwlty to violate Or a3nte1 the AWslons of the i 4*9 codes or gthn ordU"M of &W City Shall Wt be Wild. no Hm w 00.roo 0 aMs cru 'd p I m n m rtN n a .jC'1b�] C ;fin fi fDmFS 'p. x Cil CrJ A M �y W rt — r- tr.rn o m 'rJgtyn , `S wk w p''ti aA 2 o N IU C" o�OC� eo .r rn w rrNd� O N � N b O C. 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Pr l City of f Wh6atRjid e BUSINESS LICENSE INSPECTION PERMIT NO. 201902004 INSPECTION DAY/TIME @ Building Final INSPECTION DAY/TIME INSPECTION DAY/TIME BUSINESS NAME: Integrated Life Choices ADDRESS: 7777 W 38th AVenue Suite A-120 CONTACT NAME: Shanda 35436 SQ FT OCCUPANCY TYPE OCCUPANCYLOAD CONSTRUCTION TYPE ❑ SPRINKLERED )NON-SPRINKLERED qPf Date i 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ' �--� Job Address:`�2 Permit Number: ❑ No one available for inspectio Re -Inspection required: Yes I When corrections have been made, call for re -inspection at 303 -234 - Date:. �] `i I Inspector: DO NOT REMOVE THIS NOTICE !} 4 77 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855.Offfce • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: • `� ��-- t� Job Address: Permit Number: 2e/1''n f f %a ❑ No one available for inspection: Re -Inspection required: Yes,_ No meg' When corrections have been made, cali for re -inspection at 303-234-5933 Date: _ ,- , 3 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: d`Z!7))'�'�/J 1._ ❑ No one available for inspection: Time_AIf�M Re -Inspection required:` Yesj No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usrnspection Date: Inspector: /-)* ------ a DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: %F� ` %•T,'_ - %f` i= �42/ c' Permit Number: t _k - Ll ❑ No one available for inspection: Time �`- AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 i' !`I Inspector: Date: -'s") f• DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: EO) Y:::: F4 M Job Address: "� '53 /..-13, -3 � - �=. J ' Permit Number: ) `i�^ a 9 :� ❑ No one available for inspection: Time I4� AMMO Re -Inspection required: Ye No ) When corrections have been made, call for re -inspection at 303-234-5933 DaterO � • (4, 1'7 inspector: 1 ---- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �7�% r•—; Fes, �' Permit Number: " CAS�q� �-fqEK�_) s: ; �--_ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 46/ l �j Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fn-? Job Address: `2-2 -22 G , > '� r=%✓ Permit Number: i ❑ No one available for inspection: Time��M/8/I Re -Inspection required: Ye d" No d*:._ , When corrections have been made, call for re -inspection at 303-234-5933 Date- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ��Building Inspection Division (303) 234-5933 Inspection line '(303) 2 5-2855 Offi,4•4303) 237-8929 Fax- INSPECTION axNSPECTION NOTICE -3 ) (' Inspection Type: Job Address: '? 3� L� •��t/ c� - Permit Number: -2 1 Re -Inspection required: Yes No-' When corrections have been made, call for re -inspection at 303-234-5933 Date: 6- fInspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE B Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Yam r�� Inspection Type: 40Z L� Job Address: - Permit Number:1� 6, � a ❑ No one available for inspectigp• e XJM/ Re -Inspection required: Y6 No,) When corrections have been made, call for re -inspection at 303-234-5933 Date: / 5 ) `y Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division r, (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: � s .f /: �.? - 4 Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes�._(No When corrections have been made, call for re -inspection at 303-234-5933 Date:J."'' t _ Inspector: }----"-' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:` Permit Number: '�� i ❑ No one available for inspection: Ti _ AM/PM Re -Inspection required: Yes No When corrections have been made,)calfor re -inaction at -23 -5933Dat--"L`((�k. InspecDO NOT REME THIS NOTICE i CITY OF WHEAT RIDGE. Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � c Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, cal or inspection at 303-234-5933 Dat . 7 " � ""� Inspect - DO NOT REM VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:� Job Address: -3 i�-` Permit Number: ❑ No one available for inspection: Tim Re -Inspection required: Yeses_, o When corrections have been made, call for re -inspection at 303 -234 - Date: -'r'9 03-234- Date:'r'9*. • 1"I Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspectioh Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 1 Inspection Type: `3 Job Address: 7-9" 22 ' Permit Number: ❑ No one available for inspectioet A M Re -Inspection required: Yes. N When corrections have been made, call for re -inspection at 303-234-5933 Date: ' '� `'7 f ' Inspector: -- DO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �-7 Job Address: Permit Number:.�l ❑ No one available for inspection,: Time � � Re -Inspection required: Yes( . No_,,,t When corrections have been made, call for re -inspection at 303-234-5933 Date: _' I c (r Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Gc1 (4 Job Address: 7 Permit Number: Number: ❑ No one available for inspection: Ti 1-149-1 Re -Inspection required: Yes CN'' When corrections have been made, or re -1 ction at 303-234-5933 Date:' �� i Inspe or. DO NOT RE VE THIS NOTICE City of Wheat Ridge Commercial Demolition PERMIT - 201901115 PERMIT NO: 201901115 ISSUED: 06/12/2019 JOB ADDRESS: 7777'W 38th Ave Suite A122 EXPIRES: 06/11/2020 JOB DESCRIPTION: Commercial demo -3,854 square feet. *** CONTACTS *** OWNER (303)796-8288 DPC COMPANIES SUB (303)778-8555 Alan Waring & Michael Palmer 060220 A&B Builders, Inc. *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 38,182.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfo d and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or NTRACTQI� (Circle one) Date I. This permit was issued ba formation provided in the permit application and accompanying plans and specifications and is subject to the compliance wit those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance�or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. .,A City of Wheat R d¢e COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(c)ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: 5/--/ /q Plan/Permit # '�-o//0/1/s- Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 43WI W 287M IN6 , Ak A i 22 Property Owner (please print): pp b CDM A%4)1&S Phone: 3p3 -3g10 - 13'2 ? 6 Property Owner Email: h-FQ r IeyCa J 12 cg>MW(1ie S , Carl Tenant Name (Commercial Projects Only) _ygHrrE p��L Property Owner Mailing Address: (if different than property address) Address: City, State, Zip:'tro�Aq'6, Lo gD'L3a Architect/Engineer: L lesi ,10(:j Ci -12 i S ld-C*4 0S Architect/Engineer E-mail: c-W\CMASCcZ l:'�tdirtst . wn Phone: '603-399-1 101Z) Contractor Name: f0ril3 I;_;3q lL City of Wheat Ridge License #: (00-2,20 Phone:0�= Contractor E-mail Address: eSS@aclyj b jLderZZ .Y"P—I+ For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: S -918-666S CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. []COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF 36S` -i BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: 3 Construction Type: Y-5 Occupancy Load: :31-1 Square Footage: 385N Project Value: (Contract value or the cost of all materials and labor included in the entire project) $3e, i42 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on t a plication. CIRCLEONE: (OWNER)(CONTRACTOR)/or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) SiF_nature (first and last name): DATE: Printed Name: a� t l• 1� ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: .a City of Wheat Ridge Comm. Tenant Finish PERMIT - 201901116 PERMIT NO: 201901116 ISSUED: 06/21/2019 JOB ADDRESS: 7777 W 38th Ave Unit A120 EXPIRES: 06/20/2020 JOB DESCRIPTION: Commercial tenant finish, constructing a new waiting area, office conference, break area, and open work area - 3,436 sq ft total Tenant: Integrated Life *** CONTACTS *** FEES Total Valuation OWNER 303-796-8288 DPC COMPANIES, INC 641.65 Use Tax SUB (303)778-8555 Alan Waring & Michael Palmer 060220 A&B Builders, Inc. SUB (303)777-1234 James & Dirk Pasterkamp 017887 Pasterkamp Heating & Air Cond. SUB (720)483-5494 ERIC NUSSBAUM 190182 NUSSBAUM ELECTRIC, LLC SUB (303)237-8575 TIMOTHY O'CONNOR 021340 O'CONNOR PLUMBING *** PARCEL INFO *** ZONE CODE: MU -C / Mixed Use Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 641.65 Use Tax 1,721.75 Permit Fee 987.15 ** TOTAL ** 3,350.55 *** COMMENTS *** PROJECT VALUATION: 81,988.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. ®} A ` City of Wheat Ridge Comm. Tenant Finish PERMIT - 201901116 PERMIT NO: 201901116 ISSUED: 06/21/2019 JOB ADDRESS: 7777 W 38th Ave EXPIRES: 06/20/2020 JOB DESCRIPTION: Commercial tenant finish, constructing a new waiting area, office conference, break area, and open work area - 3,436 sq ft total Tenant: Integrated Life I, by in signature, do hereby attest that the work to be performed shall comply with a accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisp e further attest that I am legally authorized to include all entities named within this document as parties to the work to be perf�eddthat all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. tv �( I Signature of OWNER orTRACTO (Circle one) Date I. This permit was issued baied on theij3Krmation provided in thepermit application and accompanying plans and specifications and is subject to the compliance w e documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of OMWheat R ge MUNIrrY DEVELOPMENT Building & Inspection Services 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a�ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # C90l/C,- Plan Review Fee: 06 q1. �V ppl Building Permit lication *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4-4-+-�- \4. 95-tti+ /fi!V-. I -W A 120 Property Owner (please print): ypC GoMPFtNICs Phone: 303' 9910-626$ Property Owner Email: 'FAC' Tenant Name (Commercial Projects Only) ig1Ma01`1TCp U PE Property Owner Mailing Address: (if different than property address) Address: x$00 G. oAlot-) AIE, 60o City, State, Zip: ��� , C.a Qa3-t Architect/Engineer: _VC-pu (4 Gtt.1.S:tao�l 1+3 Architect/Engineer E-mail: C-NnonasO K»ttcl'1rLA. conn Phone: 303.319 -91 DD Contractor Name: q s B 1agIUVt0S City of Wheat Ridge License #: (o o Z2o Phone: 303 - x-38 - X3555 Contractor E-mail Address: ehess 6Z sand b)2uiJdtrs •ria For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 'E .,U " itS65 Phone: 3o3 -'-46-6555 CONTACT EMAI L(p/ease print): e_�aandbbu�►de.�s . nak Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # OR Complete all highlighted fields. ECOMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 1 wpW- i o f . 'I"E�1 Ftl� f I M P(LQI Wt E�-kC, Cbta l' eu (-�110►J a v l Rrtihl 1 fl Q E/} 3 ,,� cis l cbXW- Uz- QOM 13 1- ice► I oP6J Oce—K-- A(2lEifl . Sq. Ft./LF 3y31c BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: _a Construction Type: V- e Occupancy Load: 32 Square Footage: 3 43 Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) (C NTRACTOR) er (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sienature (first and last name): DATE: Printed Name: ckl DEPARTMENT USE ONLY ZONING COMMENTS: Reviewer: BUILDING DEP T EN OM TS: l��r� Reviewer: a -cam PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: 9 CONSTRUCTION TYPE: �J i Building a City of Wh6atP., d c COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 7 7 3!� t� r/ L Permit General Contractor:c� Electrical Sub -Contractor Company Name: ti(S S l t,, M Flrc4h,onxe #: 7 2 0 -- � �-3 S 1 State License #: / (9 / Q s 7 Master #: C 0 6) _?U11_ % Wheat Ridge License #: I � r / f �( (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City Of VW h6 at idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: aP}a 03. 361" AIS- Permit H: General Contractor: Ae$ $�dI 1.t,7CS Electrical Sub -Contractor Company Name:'96tf_ t4V,G-tYUC_ Phone #: 3D3- 5q9 - 14 State License #: -Al 1 Z- Master N:-29 l 4L Wheat Ridge License #: O`BC. 003 (required field) _('01 it/2011 Signature of orized Agent Date Plumbing Sub -Contractor Company Name: 0' CevoA L 'A�WN�Jt.(L� Phone #: 303' 23�- 6S � State License #: Master #: Wheat Ridge License K (required field) Signature of Authorized Agent Date Company Name: BOSS k2 Phone: V:3-9'41 Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of `ill eat i e COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form most be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's.insurance and license must be up to -date prior to permit issuance. Project Address: 3E• Permit #:. General Contractor:_k4e8 8�11.1�625 Electrical Sub -Contractor Company Name:Phone #: aVS 1 State License #: Master M: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor I Company Name: 0' Cch-At4 _ PW:11.1'l;lPhone #; ' 303 - 2.396 6S 9S State License #; Master #: t� r s rxty �` k=(required field) Signature of Authorized Agent Date Mechanical Contractor Company Name: 12 Phone: required field)' Signature Authorized Agent Date 0 20190115 Boulder Environmental Inc. 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382-1175 Fax: 1 (866) 699-4121 June 11, 2019 A and B Builders Mr. Ellery Hess ehess(�,aandbbuilders. com RE: Bulk sampling of suspected asbestos -containing materials 7777 West 38t1 Avenue, Wheatridge, Colorado Dear Mr. Hess: Attached is the report for the asbestos survey and bulk sampling of suspected asbestos - containing building materials at 7777 West 38th Avenue, Wheatridge, Colorado. This investigation was conducted on behalf of and for the exclusive use of A and B Builders (client), solely for use in a limited asbestos survey of the property. This report and the findings herein shall not, in whole or in part, be disseminated or conveyed to any other party, nor used by any other party, in whole or in part, without prior written consent of Boulder Environmental Inc. The results of this survey are limited to materials that were assessable and foreseeable. Additional materials may exist behind hard surfaces. Personnel knowledgeable of asbestos containing materials should always oversee demolition activities. Demolition work should be halted, and sampling performed by a state of Colorado licensed building inspector if additional materials, which are suspected of containing asbestos, are encountered. If you have any questions regarding the contents of this report, please do not hesitate to contact us. Sincerely, Cathy Naccarato CO Building Inspector #17528 Chris Maron Digitally signed by Chris Maron DN: cn=Chris Maron, o=Boulder Environmental Inc., ou, email=Chris@BoulderEnvir onmental.com, c=US Date: 2019. 11 15:38:4S -06'00' f CAY °t wheat Ridge �,. *Asbestos*Lead*Industrial Hygiene* S afety*Final Air Testing* 6 1121 1� *Health and Safety Training* J -C Boulder Environmental Inc. 24 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382-1175 Fax: 1 (866) 699-4121 BULK SAMPLING REPORT 7777 West 38t1 Avenue, Wheatridge, Colorado Introduction: On June 4, 2019, Boulder Environmental Inc.'s Building Inspector, Cathy Naccarato, conducted bulk samplingof f suspected asbestos -containing materials under the direction of our client_ Sampling: During the sampling process, suspect ACM was separated into three EPA categories. These categories are thermal system insulation (TSI), surfacing ACM, and miscellaneous ACM. TSI includes all materials used to prevent heat loss or gain or water condensation on mechanical systems. Examples of TSI are pipe coverings, boiler insulation, duct wrap, and mud packed fitting cement. Surfacing ACM includes all ACM that is sprayed, trowelled, or otherwise applied to a surface. These applications are most commonly used in fireproofing, decorative and acoustical applications. Miscellaneous materials include all ACM not listed in the thermal system insulation or surfacing categories, such as linoleum, vinyl asbestos flooring, and ceiling tile. Boulder Environmental Inc. followed EPA recommended sampling guidelines for identification of asbestos in bulk matrices. A set of three (3), five (5), or seven (7) samples were collected for each material type and analyzed by Polarized Light Microscopy (PLM). Sample locations were selected by a random selection method as described in Asbestos in Buildings, Simplified Sampling Scheme for Friable Surfacing Materials (EPA 560/5-85-03a, October 1985, AKA "Pink Book"). Suspect materials are assigned numerical values based on an evaluation of the building materials condition at the time of the inspection. The numbers assigned are: 1. Damaged or significantly damaged thermal system insulation ACM. 2. Damaged friable surfacing ACM. 3. Significantly damaged friable surfacing ACM. 4. Damaged or significantly damaged friable miscellaneous ACM. 5. ACM with potential for damage. 6. ACM with potential for significant damage. 7. Any remaining friable ACM or friable suspected ACM. NOW R►d9Q *Asbestos*Lead *Industrial Hygiene* S afety*Final Air Testing* *Health and Safety Training* Boulder Environmental Inc. 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382-1175 Fax: 1 (866) 699-4121 Results: The following materials were analyzed and determined not to be asbestos containing utilizing polarized light microscopy (PLM). NON -ASBESTOS -CONTAINING SAMPLES MATERIAL SAMPLE LOCATION SAMPLE ID Textured drywall Reception room N wall 6 -4 -CN -101 A Room opposing entry E wall 6 -4 -CN -102A Front facing window room W wall 6 -4 -CN -103A Training room S wall 6 -4 -CN -104A N hall N wall 6 -4 -CN -105A Floor tile 12x12 Sink area -big room 6 -4 -CN -106 Blue and white West bath near reception 6 -4 -CN -107 Floor tile 12x 12 green Big bath by reception 6 -4 -CN -108 Electric room hall 6 -4 -CN -109 Drywall and joint West bath by reception W wall 6 -4 -CN -110 compound Reception room NE corner 6 -4 -CN -111 Floor tile 12x12 gray Room at drinking fountain 6 -4 -CN -112 Room at drinking fountain 6 -4 -CN -113 Ceiling tile 2x4' dots Big room ceiling 6 -4 -CN -114 Electric room hall ceiling 6 -4 -CN -115 Tile and grout Bath at reception 6 -4 -CN -116 Opposing reception bath 6 -4 -CN -117 Cove base Big room 6 -4 -CN -118 At closet in showroom 6 -4 -CN -119 Discussion: Sample analyses results are reported in percentages of asbestos and non -asbestos components. The EPA defines any material that contains greater than one percent (1%) asbestos, utilizing PLM, as being an asbestos containing material. Materials that are identified as "none detected" are specified as not containing asbestos. If asbestos removal is required: (Asbestos removal permits and notifications): Asbestos removal in Single Family Residential Dwelling (SFRD's) in quantities of "> 5 LF or 32 SF or a 55 gallon drum, but <_ 260 LF or 160 SF or a 55 gallon drum" requires a permit or notification requirement for asbestos removal contractors which involves a ten working day waiting period. Removal of non -friable asbestos containigq building materials requires a notification fee of $60. Removal of friable asbestos wit(n this range of quantities requires a permit fee of $180 for a friable asbestos removal. *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* Boulder Environmental Inc. 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382-1175 Fax: 1 (866) 699-4121 If the quantity of ACBM to be removed exceeds is "> 260 LF or 160 SF or a SS gallon drum" in a Public and Commercial Building, School or a SFRD, a permit/notification a ten working day waiting period is required before a permit is valid. These circumstances also require a notification fee of $80 for a non -friable asbestos removal or a permit fee of $400 for a friable asbestos removal. These trigger levels apply to SFRD's which are intended to be demolished. State Demolition Notification: A state issued demolition permit is required prior to the demolition of load bearing members. Please contact Boulder Environmental if the scope of demolition changes to include building materials that were not accessed at the time of this study. Projects involving the demolition of load bearing members may be denied the liberties conveyed by an "opt -out form". Please note that walk-in business address for CDPHE is different from the mailing address on CDPHE forms. Their physical address is 700 South Ash Street, Denver, Colorado. Please contact Boulder Environmental if the scope of demolition changes to include building materials that were not accessed at the time of this study. Conclusion: The following materials were determined not to be asbestos containing: • <5000 square feet of lightly textured drywall, including joint compound in cracks and joints, on the walls and wherever ceilings are not ceiling tile, throughout the unit • —1500 square feet of 12x12" green, gray, blue or white floor tile within the various smaller rooms and small bathrooms • —2000 square feet of 2x4' white ceiling tile throughout • —400 square feet of white tile with grout in the small bathrooms near receptionist area • —400 square feet of cove base adhesive in the sink rooms and back halls The results of this survey pertain only to materials tested. The laboratory reports supporting these findings above are attached. A state issued demolition permit is required prior to the demolition of load bearing r-Ky of 'IS members. If your project involves the demolition of load bearing members, pleas contact Boulder Environmental Inc. and we will mail you the signed demolition Wheat Ridge notification form that you must submit to attain a state of Colorado demolition pe its .,,4inn *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* Boulder Environmental Inc. 2400 Broadway St., Unit B, Boulder, CO 80304 Phone: (303) 382-1175 Fax: 1 (866) 699-4121 Please contact Boulder Environmental Inc. if you have any questions or concerns regarding this report. Sincerely, Chris Maron Project Manager e000'city of Wheat Ridge i f *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* Reservoirs Environmental, Inc. Effective April 2, 2018 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc RE" Reservoirs Environmental, InE7. June 7, 2019 Subcontract Number: NA Laboratory Report: RES 436745-1 Project # / P.O. # None Given Project Description: 7777 W. 38th A-120 Cathy Naccarato Boulder Environmental, Inc. 2400 Broadway, Unit B Boulder CO 80304 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 436745-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer President city of Wheat Ridge P: 303-964-1986 5801 Logan Street, Suite 100 Denver, CO 80216 1-866-RESI-ENV F: 303-477-4275 www.reilab.com Page 1 of 1 Reservoirs Environmental, Inc. Reservoirs Environmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 436745-1 Client: Boulder Environmental, Inc. Client Project Number/ P.O.: None Given Client Project Description: 7777 W. 38th A-120 Date Samples Received: June 05, 2019 Method: EPA 600/R-93/116 - Short Report, Bulk Turnaround: Priority Date Samples Analyzed: June 07, 2019 Effecbve April 2.2018 Q:\QAQC\LAB\Reservoirs Environmental QA Manual.doc ND=N-on e Detected TR=Trace, <1 % Visual Estimate 1 Trem/Act=Tremolite/Actinolite Client Sample Number L A Sub Y Physical Part E Description R Asbestos Content Mineral Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components 6 -4 -CN -101A A Gray/white paint 30 ND 0 100 B Tan/pink drywall 70 ND 60 40 6 -4 -CN -102A A Green/white paint 15 ND 0 100 B Pink/tan drywall 85 ND 30 70 6 -4 -CN -103A A Tan/pink drywall 10 ND 60 40 B White texture w/ gray paint 90 ND 0 100 6 -4 -CN -104A A Green/multi-colored paint 40 ND 0 100 B Tan/pink drywall 60 ND 65 35 6 -4 -CN -105A A Tan/pink drywall 45 ND 65 35 B White texture w/ gray paint 55 ND 0 100 6 -4 -CN -106 A Tan adhesive 3 ND 0 100 B Colorless adhesive 17 ND 0 100 C Blue tile 35 ND 0 100 D White tile 45 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P: 303-964-1986 F: 303-477-4275 5801 Logan Street, Suite 100, Denver, CO 80216 Pace 1 of 4 1-866-RESI-ENV -rellab.com am oS W heat Ridge Reservoirs Environmental, Inc. Reservoirs Environmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896.0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 436745.1 Client: Boulder Environmental, Inc. Client Project Number / P.O.: None Given Client Project Description: 7777 W. 38th A-120 Date Samples Received: June 05, 2019 Method: EPA 600/R-93/116 - Short Report, Bulk Turnaround: Priority Date Samples Analyzed: June 07, 2019 Effective April 2, 2018 QAQAQC\LAl3\Rese,voirs Environmental QA Manual doc ND=None Detected TR=Trace, <1 %visual Estimate Trem/Act=Tremolite/Actinolite Client Sample Number L A Sub Y Physical Part E Description R (%) Asbestos Content Mineral Visual ' Estimate (%) Non Asbestos Fibrous Components (%) Non - Fibrous Components (%) 6 -4 -CN -107 A Tan adhesive 4 ND 0 100 B Blue tile 36 ND 0 100 C White tile 60 ND 0 100 6 -4 -CN -108 A Tan adhesive 10 ND 0 100 B Gray leveling compound 25 ND 0 100 C Green tile 65 ND 0 100 6 -4 -CN -109 A Tan adhesive 10 ND 0 100 B Green cove base 20 ND 0 100 C Green tile 70 ND 0 100 6 -4 -CN -110 A White tape 15 ND 95 5 B White compound w/ green paint 20 ND 0 100 C White joint compound 25 ND 0 100 D Pink/tan drywall 40 ND 25 1 75 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. P 303-9641986 F', 303-477-4275 5801 Logan Street, Suite 100, Denver, CO 80216 Paga 2o'4 1-866-RESI-ENV www.reilab.com City Of Wheat Ridge f Building Divis®n' Reservoirs Environmental, Inc. Reservoirs Environmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 436745-1 Client: Boulder Environmental, Inc. Client Project Number/ P.O.: None Given Client Project Description: 7777 W. 38th A-120 Date Samples Received: June 05, 2019 Method: EPA 600/R-93/116 - Short Report, Bulk Turnaround: Priority Date Samples Analyzed: June 07, 2019 Effective April 2, 2018 QAQAQC\LAB\Reservoirs Environmental QA Manual.doc W----D------etected.._ ...-_._._ _..._.- ND=None TR=Trace, <1 % Visual Estimate Trem /Act=Tremolite/Actinolite Client Sample Number L A Sub Y Physical Part E Description R Asbestos Content Mineral Visual Estimate Non Asbestos Fibrous Components Non - Fibrous Components 6 -4 -CN -111 A White tape 9 ND 95 5 B White joint compound 9 ND 0 100 C White compound w/ gray paint 17 ND 0 100 D Pink/tan drywall 65 ND 20 80 6 -4 -CN -112 A Black mastic 4 ND 0 100 B Gray tile 96 ND 0 100 6 -4 -CN -113 A Gray tile 100 ND 0 100 6 -4 -CN -114 A Gray/white ceiling tile 100 ND 55 45 6 -4 -CN -115 A Gray/white ceiling tile 100 ND 60 40 6 -4 -CN -116 A White grout 10 ND 0 100 B White/off white ceramic tile 90 ND 0 100 6 -4 -CN -117 A White grout 10 ND 0 100 B White/off white ceramic tile 90 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P: 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1 -866 -RES[ -ENV F'. 303-4774275 wvrv�. f rei[ab. com Fage 3 o 4 city of VVheat Ridge Reservoirs Environmental, Inc. Reservoirs Environmental QA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: Client: Client Project Number/ P.O.: Client Project Description: Date Samples Received: RES 436745-1 Boulder Environmental, Inc. None Given 7777 W. 38th A-120 June 05, 2019 Effective April 2, 2018 Q1QAQC1AB\Reservoirs Environmental QA Manual.doc Method: EPA 600/R-93/116 - Short Report, Bulk ND=None Detected Turnaround: Priority TR=Trace, <1 % Visual Estimate Date Samples Analyzed: June 07, 2019 Trem/Act=Tremolite/Actinolite Client L Asbestos Content Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E DescriptionEstimate Components R (%) (%) (%) 6 -4 -CN -118 A Tan adhesive 15 ND 0 100 B Tan cove base 85 ND 0 100 6 -4 -CN -119 A Tan adhesive 10 ND 0 100 B Tan cove base 90 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. 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BULK SAMPLE LOG 2400 Broadway, Unit B. Boulder. CO 8030. Phonc: (303) 38-1-1175, Email. Chris:cr:BoulderEn%, ironmcntal.com LOCATION: r COMPANY BILLING INFO: -114-3 1 (866) 691-4121, . so 0%0s� X36/, s` DATE: (e - �,yn Phone Mobile � l2_ -fix _ Ema �A r { Cid . , , owl, r' L. CONSTRUCTION ERA: %%%`� SCOPE: ❑ Complete building demolition ❑ Residential ❑ Commercial ❑ Detached garage ❑ shcd/s ❑ Renovationlrestoration ❑ pop top M11 need a permit ❑ Sample per client's direction: n AHFRA Pmincol follourd- 2 fur mica mntPrinl atrrnr-ino m-itArinlc —2 —1r 1MACf c fl— Innn_cnnn-- 11-1. ' Double check:❑ Duct -N- ork ❑ Boiler insulation ❑ Pipes (rAiani / domestic) ❑ Flue ❑ Breeching cement ❑ Transite ACCESSSED: ❑ Crawl space ❑ Basement ❑ Attic insulation qVc: _ ❑ Roof_ ❑ Chk under carpeting. built up floors ❑ Check heating system(s) Type.: ❑ Steam ❑ Forced air. ❑ Baseboards,. ❑ Stove FOR demo APPLICATION Lmo APPLICA ION For Detached GARAGE Q-" os floor V AT mastic a stos 17 r file VAi❑VAT mastic ❑ Tar/aspha r fated roofing ❑ Asphaltic pipe coatings sphalt regnated roofing ❑ Asphaltic pipe coatingsCaulking acing ❑ other king Gl ❑ other PALM j AREA(s) INACCESSIBLE Samples Collected By m-�; ft Saples Received B � T Date Tint : Di`+lso i BUILDING ! ! ! 'Affil i. ti a r Double check:❑ Duct -N- ork ❑ Boiler insulation ❑ Pipes (rAiani / domestic) ❑ Flue ❑ Breeching cement ❑ Transite ACCESSSED: ❑ Crawl space ❑ Basement ❑ Attic insulation qVc: _ ❑ Roof_ ❑ Chk under carpeting. built up floors ❑ Check heating system(s) Type.: ❑ Steam ❑ Forced air. ❑ Baseboards,. ❑ Stove FOR demo APPLICATION Lmo APPLICA ION For Detached GARAGE Q-" os floor V AT mastic a stos 17 r file VAi❑VAT mastic ❑ Tar/aspha r fated roofing ❑ Asphaltic pipe coatings sphalt regnated roofing ❑ Asphaltic pipe coatingsCaulking acing ❑ other king Gl ❑ other PALM j AREA(s) INACCESSIBLE Samples Collected By m-�; ft Saples Received B � T Date Tint : Di`+lso i �t%74� Boulder Environmental Inc. 2-toO Broidway. Unit B. Boulder. CO SO.' 304. Phone: (.(x;)',52-1171 Fay: 1(866)699-4121. Email: ChrisnBoulderEm-irorunen!al.com �r2w BILILI S'IMPLE LOG LOCATION: � � DATE: f'A' SAMPLE ID r , MATERIAL LOCATION 1 1 f is Nile- e �r k! CSI dt heat R,►d9e a aJ L C7 ❑ 4 Y u m X O V) M c2 d' Z > ` O CU O 0 6 Q N M M O OcuQ L 40 OBJ OLnO 0 C G/1 c 0 u u a m 2' a! to W N O v L ❑ O N p c u O n� o Fo V Q- a Q�•y c V ���W a o ° cu c x v + -a w W Z in aJ � SLE"a s o E M v �- u 'o u OO d• W L t0 Q D '6 Q +�+ W L Q V O W>42 J W U 7 w Fv- v u O - O O- U L 01 � Q L arn ° Sa N fV 00 J LO Ly ° C + d a) O i0 w O 0000 O N yT n a U C a) 1 n u mt U W V C v + E W tB v� LL V V " c V _� o:0 U �� 0 Ln Q •�, C C) � ❑ V x w O m cn 4- CSI dt heat R,►d9e City of Wheat Ridge Commercial Sign PERMIT - 201801609 PERMIT NO: 201801609 ISSUED: 06/07/2018 JOB ADDRESS: 7777 W 38th AVE EXPIRES: 06/07/2019 JOB DESCRIPTION: Fabricate & install one new 6 ft 9 in x 11 ft double face illuminated joint ID display; new display to replace existing damaged sign; same size and height; 66 sq ft total *** CONTACTS *** OWNER 303-565-3013 DPC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,900.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 ** TOTAL ** 184.31 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. 1 further attest that I am legally authorized to include ali entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying pplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Divisio 6. The is !e oo gran in a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appli e cod or any ante or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Commercial Sign PERMIT - 201801609 PERMIT NO: 201801609 ISSUED: 06/07/2018 JOB ADDRESS: 7777 W 38th AVE EXPIRES: 06/07/2019 JOB DESCRIPTION: Fabricate & install one new 6 ft 9 in x 11 ft double face illuminated joint ID display; new display to replace existing damaged sign; same size and height; 66 sq ft total *** CONTACTS *** OWNER 303-565-3013 DPC *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,900.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 ** TOTAL ** 184.31 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, anall applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall nq proceed or conceal work without written approval of such work from the Building and Inspection Services Divis 6. The ' s ice r granti of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app le c e or an i a e or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY City of Date: Wh6at�dge nn��j(���/j`/ COMMUNnN DEVELOPMENT Plan/Permit#, ;A/V / V Building & Inspection Services Divisionr �( 0100, 7500 W. 291h Ave., Wheat Ridge, CO 80033 Plan Review Fee: ` v Office: 303-235-2855 * Fax: 303-237-8929 - Inspection Line: 303-234-5933 Email: permits(ED-cl.Wheatridge.coms Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. '** Property Address: 7m U>> 2� r I %' c Property Owner (please print): 6fu P)rt)rtL, fMOA7T Phone: f u r -A d'22e Property Owner Email: 7`1-z"1)4er Tenant (Commercial Projects Only) qr Property Owner Mailing Address: (if different than property address) Address: _2eOO e-, tr+.hoiJ j �� -d OO City, State, Zip: 6 rib '2- 6_4 cPq.7- -) 2 Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: City of Wheat Ridge License #: //0/ %2 Phone: ��� —/2 {' SotS Contractor E-mail Address: Cza mm r 6hco . For Plan Review Questions & Comments (please print): CONTACT NAME (please print): &R!!!*4 4w,—le Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Commercial Projects Only: Occupancy Type Sq. FULF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ /V00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, wan -ant the truthfulness of the information provided on. the application CIRCLE ONE: (OWNER) ONTR CTO,t2)'or (1`Z'THORIZ D REPRESENT E) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name- ZONING COMMMENTS: Reviewer BUILDING Reviewer PUBLIC WORKS COMMENTS Reviewer: DEPARTMENT USE ONLY 6/6/x$ OCCUPANCY CLASSIFICATION: aa✓ CONSTRUCTION TYPE: /-1' Building Division Valuation: F— z 0I LU _z J U - 1j t'�t', z �Q ..1�• f. '.� •-:f-di1'!� .,fi' r a-.7�'_ `-' A -4395.r F 7 y j ' � w LC!�i•J�� i: �4_' ._ _� C✓ �i ✓ `_Y r��V rY�r° T i t! v)Y �rC:r -��'f_•y+' j 1%iF.-i dr'?/''J??� jj�'"i'i !f `� 1 ` ^ ,r /`l�' Reviewed for Zoning Compliance by the .k +, City of Wheat Ridge Planning Division APPROVED j BY: DATE: b COMMENTS: Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved The City is not plan and required development standards* responsible for inaccurate a�esultmg from mitted within the plan set and any construction errors inaccurate information. ��+•%/.,I'r? <:� r�� e'er}--��✓'�'rf �,��,--�_ ..1�• f. '.� •-:f-di1'!� .,fi' r a-.7�'_ `-' A -4395.r F 7 y j ' � w LC!�i•J�� i: �4_' ._ _� C✓ �i ✓ `_Y r��V rY�r° T i t! v)Y �rC:r -��'f_•y+' j 1%iF.-i dr'?/''J??� jj�'"i'i !f `� 1 ` ^ ,r /`l�' Reviewed for Zoning Compliance by the .k +, City of Wheat Ridge Planning Division APPROVED j BY: DATE: b COMMENTS: Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved The City is not plan and required development standards* responsible for inaccurate a�esultmg from mitted within the plan set and any construction errors inaccurate information. *evkwed to► Zen ft Compt by t1* %%4* City of s4!Ggat Wheat Ridge FUnnftV•� APPR we. OATS: REC. NO. F1780527 UNPLATTED � I PARCEL NO. 3423304027 OWNER: VAN E CARVER REC. NO. 29WO576 DATED 21&1977 iS00°OS'43"W UNPLATTED SEE SHEET 3 I I � I w a 7 Z N C PARCEL NO. 39 -MM -038 LL WOOD FEN OWNER: 302 POPLAR LLC f .0.5' W. al PARCEL NO. 34233•W-033 I REC. NO. F180B6B6 A 8 8 OWNER ROGER P LOECHER I UNPLATTED WOOD O EFENC Z ?, Q INVESTMENTS INTERNATIONAL REC. NO. F0770255 N. OF PROPERTY r BUILDING I UNPLATTED I _H LINE E -0H u ONES, -�H� -OH HL-- BLOCK B, Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. LEGAL DESCRIPTION REAL PROPERTY IN THE COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS FOLLOWS: LOT 1, BLOCK 1, THE WILMORE CENTER, COUNTY OF JEFFERSON, STATE OF COLORADO. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES FORECLOSURE GUARANTEE ORDER NUMBER NCS -530714 -CO, EFFECTIVE DATE FEBRUARY 22, 2012. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN ZODIAC TITLE SERVICES LLC DATE DOWN LETTER ORDER NUMBER 100562, DATED OCTOBER 28, 2011. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY POUCY NUMBER 72107-2349546. HAVING AN EFFECTIVE DATE OF APRIL 6, 2005. T P!1 PITT\ • SET NO.5 REBAR AND 125° YARD SEix(#U9�ED BY ADJACENTPROPERTY HL ^`- 11489.6T09"E 11 300. O'M8P # a NAIL 8 BRASS WASHER PLS 37829 CONC. CONCRETE o MONUMENT FOUND AS NOTED R,O.W, PLS RIGHT OF WAV PROFESSIONAL LAND SURVEYOR CONCRETE NO. -BUILDING CORNER - 05W. OF PROPERTY UNE HANDICAP PARKING SQ. FT, SQ. SQUARE FEET 4 w . + TRASH ENCL WOOD FENCE ASPHALT I& 18A• ASPHALT W000 FENCE MiErl'V EASEMENT - - - - - -281` - B L ~ - 6 - CONCRETE PAN -SIGN ❑T TELEPHONE PEDESTAL m a O CHAINUNK FENCE Off' \ CENTECTRIC (P) PER PLAT OF 'THE WR' FL -FL ELECTRIC VAULT RIC ELEILMORE FLOW LINE TO FLOW LINE BFp W, i B B__BEGNO�60D915i-__--___-_, _ - - _ F _F�F.165.3'.1 • _ _ �� 9� PARCEL N0.3423340/1 TPo TRAFFIC CONTROL BOX EM I i E - 165.3' EBOX � 2 OWNER C&D INVESTMENTS LLC ` f REC. NO. 2007133307 I V UNPLATTED 0 a m OVERHANG INLET a GARAGE CORNER 9 20.0 _ U i -0.7 N. OF PROPERTY UNE GRAPHIC SCALE -I' = 30' ,. 184.4' TOP BACK OF CURB d0� "( • 0.6' S. OF PROPERTY COLUM0. C1°/P) OVERHANG \ .o LINE Zia O T> U N89'5TO9'E 175.00' M&P CONCRETE CURB I 55' -y VIE p e � �a0 v;. FRAME OVERHANG= FOUND NO. 5REBAR '.�F) 0.55.OF PROPERTY LINE - U ASPHALT O0 S / GARAGE CORNER •O.T E.802 N. F PROPERTY ASPHALT OCRETE CURB O O' < J I Nm 7 It. LINES O Z Ia # OINLE \ J = a 3 IIR /- -]INLET \ 01 1 $ O U ED Ir � Un01 r y T W d O� 0 j ASPHALT PLASTIC AP PLASTIC CAP ASPHALT X = co O_' Q co a p9 '' F PLS 9010 w_ O N^ N 2!(.5' g coo W_ (J TRASH CONCRETE CURB ¢ I uJ ❑ 140.30' g 0 I3 - C6LUMN` (T'P) I\S89°5613'W 3� BUILDNG ONE STORY BRICK W179.0 JENCLI3 ICER of BUILDINGINLET .'SO4 PROPERTY I LINE 8 UILOIpZ I I w FL -FL 87.T CORNER I 2 W - PROPERTY a w f .B 1- B UZ p #7615 W. 38TH AVENUE O LINE g 2Vo HI B o k r '.B d _ O 1 STORY STUCCO BUILDING 719.735 SQUARE FEET b I B. PARCEL NO. 34233-00048 ❑3 5 O HEIGHT a 183.7' m) _ OWNER: 3815 WADSWORTH LLC I O m A ++ < (0 < W PEC. NO. F0791082 r _ O l UNPLATTEO T I p < < V ZZ TIOTO DETERMINE t'1 END CONCRETE I O I 6 ❑ P71IZIN�HEIGHT Td❑ Uj j // W 179.6' ___----_--- LOCATION TO J w A p - -- _ ,_ 43.0' r DETERMINE BUILDING HEIGHT O r PARCEL NO. 39.233.06047 a. U Q CONCRETE CURB ] OWNER SG HOLDINGS LLC REC. NO. 2010011814 . d jj �p A b J TOO _ E. SIDE CONCRETE UNPLATTED Wµ -OZEOF - - - ASPHALT - PROPERTY UNE I C, TRASH EO 176- .I ENCL �_ I 0 e J TOPBACK � 30.T O 64.R iPDICu E.CURS .2.0 W. OF E RiOPERry UNE CONCRETE CURB L rya m 5.5' X Z SIGN HEIGHT -17.31 CONCRET FOUND 1.5" YELLOW PLASTIC CAP IRRIGATION D 11' X 1' SIGN EQUIPMENT HE .0' owi qa u m w 0 54.7' 77 8' UTILITY EASEMENT Ih ASPHALT REC NO. 86009155 LI PLS 9070 FOUND 1.5" YELLOW PLASTIC CAP m J w37nam PLS 9010] -' Z ry w ACCESS _ ®_ _ TOP aACIc WCURB LL Q�2gmg< tl L. _ l 13 W. .1 E. PROPERTY LINE 120"03'4T'E- _. - _ - ----_____ ._ _ J �Noo°osaT"E CRETE CURB WEST 38TH AVENUE (R.O.W. VARIES) PAVED/PUBLIC) 6'%28'UTILTTYY/ �) Ia UTILITY EASEMENT (TEE Sgg•58'131N 3290(TIE) (ASPHALT u7ILr1Y EASEMENT FL -FL REC No. e6a691ss ( ) 1972.33'(M8P)_ - (WbP) S89 °58'13'W REC. NO. 91025423 68.1' 462.15'(M&P) - S8 '56'13'W 195.30'(M8P) - - _ _ _ _ _ _ _ - L- a S89°56'13'W S. LINE SW1/4 SEC. 23, T.3S., R.69W., 6TH P.M. (BASIS OF BEARINGS) _ _ _ - - _ _ _ _ _ _ - _ 2629.7W(M&P) _ S1/4 CORNER SEC. 23 LOCATION OF WILMORE SIGNAGE T.3S-, R69W., 6TH P.M, FOUND 325" BRASS CONCRETE CURB CAP IN RANGE BOX LEGAL DESCRIPTION REAL PROPERTY IN THE COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS FOLLOWS: LOT 1, BLOCK 1, THE WILMORE CENTER, COUNTY OF JEFFERSON, STATE OF COLORADO. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES FORECLOSURE GUARANTEE ORDER NUMBER NCS -530714 -CO, EFFECTIVE DATE FEBRUARY 22, 2012. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN ZODIAC TITLE SERVICES LLC DATE DOWN LETTER ORDER NUMBER 100562, DATED OCTOBER 28, 2011. THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS DESCRIBED IN CHICAGO TITLE INSURANCE COMPANY POUCY NUMBER 72107-2349546. HAVING AN EFFECTIVE DATE OF APRIL 6, 2005. T P!1 PITT\ • SET NO.5 REBAR AND 125° GM. GAS METER YELLOW PLASTIC CAP OR # LIGHT POLE NAIL 8 BRASS WASHER PLS 37829 CONC. CONCRETE o MONUMENT FOUND AS NOTED R,O.W, PLS RIGHT OF WAV PROFESSIONAL LAND SURVEYOR CONCRETE NO. RECEPTION NUMBER HANDICAP PARKING SQ. FT, SQ. SQUARE FEET ® WATER MANHOLE Di TELEPHONE MANHOLE YJ FIRE HYDRANT ENCL. ENCLOSURE -SIGN ❑T TELEPHONE PEDESTAL B. BOLLARD O SEWER MANHOLE SANEV (M) AS MEASURED CENTECTRIC (P) PER PLAT OF 'THE WR' FL -FL ELECTRIC VAULT RIC ELEILMORE FLOW LINE TO FLOW LINE To TELEPHONE PEDESTAL TO TELEPHONE PULL BOX `d POWER POLE TR TRANSFORMER EB ELECTRIC BOX TPo TRAFFIC CONTROL BOX EM ELECTRIC METER CT CABLE TV BOX E ELECTRIC VAULT WATER METER �,P TYPICALWM �- GUY ANCHOR This is to certify that this map or plat and the survey on which it is based were made In accordanr:F 0th the 2011 Minimum Standarc Detail Requirements for ALTA/ACSA1 Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 3, 4, 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 11(a), 13, 14. 16, 17 and 18 of 1 A thereof. The field work was completed on April 23, 2012. SHEET TITLE SURVEYED BY: ALTA/ACSM LAND TITLE SURVEY a PROJECT WILMORE CENTER 0 @@i a 14 C 7615 & 7777 WEST 38TH AVENUE WHEAT RIDGE, COLORADO 80033 ""„�'at La�to,...,,`°• `Colorado P.L.S. k ?7929 This is to certify that this map or plat and the survey on which it is based were made In accordanr:F 0th the 2011 Minimum Standarc Detail Requirements for ALTA/ACSA1 Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 3, 4, 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 11(a), 13, 14. 16, 17 and 18 of 1 A thereof. The field work was completed on April 23, 2012. COORDINA"ED BY: OLD REPUBLIC � .T Css 17330 Preston Road, Suite 150A Dallas, Texas 75252 P:(469) 737-7000 F:(469) 737-7070 DRANK BY: ROG / CRY CHECKED BY: RBC COPYRIGHTU2011, OLD REPUBUC SITE MANAGEMENT SERVICES. ALL RIGHT RESERVED. /7 Date of Plato; Map: April 23, 2, 2 '=-ss .,.•• Richard B. Cabk.l ""„�'at La�to,...,,`°• `Colorado P.L.S. k ?7929 COORDINA"ED BY: OLD REPUBLIC � .T Css 17330 Preston Road, Suite 150A Dallas, Texas 75252 P:(469) 737-7000 F:(469) 737-7070 DRANK BY: ROG / CRY CHECKED BY: RBC COPYRIGHTU2011, OLD REPUBUC SITE MANAGEMENT SERVICES. ALL RIGHT RESERVED. SGr� 303 -y07 -i'/67 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: qQ 1 F P_ Job Address: 7 7-7 7 W 39 t' dye- *14110 Permit Number: _x/70 7l f e�- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, c or re -inspection at 303-234- Date:- 5/-/ 7/1" Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Plumbing PERMIT - 201707142 PERMIT NO: 201707142 ISSUED: 09/15/2017 JOB ADDRESS: 7777 W 38th AVE UNIT A110 EXPIRES: 09/15/2018 JOB DESCRIPTION: Commercial plumbing installation of freestanding two dog washing tubs; including installation of underground water, drain and waste *** CONTACTS *** OWNER (650)267-4635 MICHAEL PHIPPS SUB (303)421-2161 Stephen Lanyon 017835 Blue Sky Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: B / Business SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,236.00 FEES Total Valuation 0.00 Plan Review Fee 81.28 Use Tax 88.96 Permit Fee 125.05 ** TOTAL ** 295.29 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued.All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. ' City of Wheat Ridge 4 Commercial Plumbing PERMIT - 201707142 /5194W;11®r' PERMIT NO: 201707142 ISSUED: 09/15/2017 JOB ADDRESS: 7777 W 38th AVE UNIT A110 EXPIRES: 09/15/2018 JOB DESCRIPTION: Commercial plumbing installation of freestanding two dog washing tubs; including installation of underground water, drain and waste I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying� aDDroved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the`l`egal owner or have been authorized by the legal owner of the property and c authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include ali entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a pejmit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinanr regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspec ion the following business day PERMIT:f G / ADDRESS: ? JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:�]�)f-/C')'�.;7 ADDRESS: -7,7,7-7 L-1 • � Z� JOB CODE: LL Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door ' 411 Landscape/Park/Planning' Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection' 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. CARLISLE GOLDEN SEAL TOTAL ROOFING SYSTEM WARRANTY SERIAL NO. 10158804 BUILDING OWNER WILMORE 38, LLC NAME OF BUILDING: WILMORE CENTER 969 BUILDING ADDRESS: 7777 W. 38TH AVE., WHEAT RIDGE, CO DATE OF COMPLETION OF THE CARLISLE TOTAL ROOFING SYSTEM DATE OF ACCEPTANCE BY CARLISLE: 01/08/2018 DATE OF ISSUE: January 08, 2018 12/08/2017 (EB Warranty) CMD1231167 Carlisle Roofing Systems, Inc., (Carlisle) warrants to the Building Owner (Owner) of the above described building, that; subject to the terms, conditions, and limitations stated in this warranty, Carlisle will repair any leak in the Carlisle Golden Seal -Total Roofing System (Carlisle Total Roofing System) installed by a Carlisle Authorized Roofing applicator for a period of 15 years commencing with the date of Carlisle's acceptance of the Carlisle Total Roofing System installation. However, in no event shall Carlisle's obligations extend beyond 15.5 years subsequent to the date of substantial completion of the Carlisle Total Roofing System. See below for exact date of warranty expiration. The Carlisle Total Roofing System is defined as the following Carlisle brand materials: Membrane, Flashings, Adhesives and Sealants, Insulation, Cover Boards, Fasteners, Fastener Plates, Fastening Bars, Metal Work, Insulation Adhesives, and any other Carlisle brand products utilized in this installation. TERMS, CONDITIONS, LIMITATIONS 1. Owner shall provide Carlisle with written notice via letter, fax or email within thirty (30) days of the discovery of any leak in the Cadisle Total Roofing System. Owner should send written notice of a leak to Carlisle's Warranty Services Department at the address set forth at the bottom of this warranty. By so notifying Carlisle, the Owner authorizes Carlisle or its designee to investigate the cause of the leak. Should the investigation reveal the cause of the leak to be outside the scope of this Warranty, investigation and repair costs for this service shall be paid by the Owner. 2. If, upon inspection, Carlisle determines that the leak is caused by a defect in the Carlisle Total Roofing System's materials, or workmanship of the Carlisle Authorized Roofing Applicator in installing the same, Owner's remedies and Carlisle's liability shall be limited to Carlisle's repair of the leak. 3. This warranty shall not be applicable if, upon Carlisle's inspection, Carlisle determines that any of the following has occurred: (a) The Carlisle Total Roofing System is damaged by natural disasters, including, but not limited to, lightning, fire, insect infestations, earthquake, tomado, hail, hurricanes, and winds of (3 second) peak gust speeds of fifty-five mph or higher measured at 10 meters above ground; or (b) Loss of integrity of the building envelope and, or structure including, but not limited to parfial or complete loss of roof decking, wall siding, windows, doors or other envelope components or from roof damage by wind-blown objects, or: (c) The Carlisle Total Roofing System is damaged by any intentional or negligent acts, accidents, misuse, abuse, vandalism, civil disobedience, or the like. (d) Deterioration or failure of building components, including, but not limited to, the roof substrate, walls, mortar, HVAC units, non -Carlisle brand metal work, etc., occurs and causes a leak, or otherwise damages the Carlisle Total Roofing System; or (e) Acids, oils, harmful chemicals and the like come in contact with the Carlisle Total Roofing System and cause a leak, or otherwise damage the Carlisle Total Roofing System. (f) The Carlisle Total Roofing System encounters leaks or is otherwise damaged by condensation resulting from any condition within the building that may generate moisture. 4. This Warranty shall be null and void if any of the following shall occur: (a) If, after installation of the Carlisle Total Roofing System by a Carlisle Authorized Roofing Applicator there are any alterations or repairs made on or through the roof or objects such as, but not limited to, structures, fixtures, solar panels, wind turbines, roof gardens or utilities are placed upon or attached to the roof without first obtaining written authorization from Carlisle; or (b) Failure by the Owner to use reasonable care in maintaining the roof, said maintenance to include, but not be limited to, those items listed on Carlisle's Care & Maintenance Information sheet which accompanies this Warranty. 5. Only Carlisle brand insulation products are covered by this warranty. Carlisle specifically disclaims liability, under any theory of law, for damages sustained by or caused by non -Carlisle brand insulation products. 6. During the term of this Warranty, Carlisle shall have free access to the roof during regular business hours. 7. Carlisle shall have no obligation under this Warranty while any bills for installation, supplies, service, and warranty charges have not been paid in full to the Carlisle Authorized Roofing Applicator, Carlisle, or material suppliers. 8. Carlisle's failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision. 9. Carlisle shall not be responsible for the cleanliness or discoloration of the Carlisle Total Roofing System caused by environmental conditions including, but not limited to, dirt, pollutants, or biological agents. 10. Carlisle shall have no liability under any theory of law for any claims, repairs, restoration, or other damages including, but not limited to, consequential or incidental damages relating, directly or indirectly, to the presence of any irritants, contaminants, vapors, fumes, molds, fungi, bacteria, spores, mycotoxins, or the like in the building or in the air, land, or water serving the building. 11. This warranty shall be transferable upon a change in ownership of the building when the owner has completed certain procedures including a transfer fee and an inspection of the Roofing System by a Carlisle representative. CARLISLE DOES NOT WARRANT PRODUCTS UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY CARLISLE OR THE PRIOR EXISTING ROOFING MATERIAL OVER WHICH THE CARLISLE ROOFING SYSTEM HAS BEEN INSTALLED THE REMEDIES STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR FAILURE OF THE CARLISLE TOTAL ROOFING SYSTEM OR ITS COMPONENTS. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY, WHICH EXTEND BEYOND THE FACE HEREOF. CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR ITS CONTENTS UNDER ANY THEORY OF LAW. BY: Robert H. McNeill AUTHORIZED SIGNATURE TITLE: Vice President, Technical and Warranty Services This Warranty Expires: January 07, 2033 WA -F0001 (1/15) i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 90l- F: rd Rog - Job Address: 7777 L/ 3&A Ate, Permit Number: 2.017001 % R00Z ❑ No one available for inspection: Time 10:00 A /PM Re -Inspection required: Yes (N) When corrections have been made, call for re -inspection at 303 -234 - Date: V'2 Inspector: bahe- Loyfi DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L_j o 4 - Job Address: -7 -7 -7 7 w 3 -ch '-'6 Permit Number: a O) -7 o '5 -- -7 0) a 1) l�-f-G -f-D f&r-� 11%c( SI e O P -P,1n4` ❑ No one available for inspection: Time /�- A P Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933, Date: '9 4R //19 Inspector: - a DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 7 r; < = rr 7 J No one available for inspection: Time r< AM/ M Re -Inspection required: Yes Not j When corrections have been made, call for re -inspection at 303-234- 933 Date: I l f ( Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: &4 f N • CCw vL, Job Address: 7-277 `V &Q A. :LlU4- Permit Number: 2ci jo, -7 ❑ No one available for inspection: Time _M/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: f2 1z Inspectors _ �- DO NOT REMOVTHIS NOTICE z roy o°° a m x n rd n 0 N n ro m ". fD n (rot InD n w r z S m n e K n "' as K E m o n a K M o ff r R rt N. n {'� N •J N N 'w M "• Fr M R 0 m � ~MNrt a O O fD ro y n g O m to N � rt Ci � � ro tj O H0 00 I 0 ^ n N kbi m P m 0 r K a x 00 M ~' 0 n m W (D ~ " O n m rt y O N it N ' M 0 0 N m a m H ` 1 C,9 y K Rnm LYI z PA Ph y [t y n o a p y a p o o m W O (•i + N MI Fn+ n o n 0 `S m tT m O G y a x m O -h O w o m m y z P, M hd O: °n m Dux . ! b w H m (D o ra d C)� �H N v m n n O C O N• H R 0 M m a$ W 1 w m a m Hrt m a 00 1 n ad tv w R g M o n W O m M rt a :rr rt O 0 0 N m m o C w G h W w n r a r N r > �Q W 0 IQ m r• a 1q 0 �--I O tr V 0 m a M o J � mm .. H m h � m � z a w ° N• a n o a g N m m � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3W M I Job Address: W .-?)?Dlh � Permit Number: zonO&y -7 uV:k k I of c cx-L A Ie --r ❑ No one available for ins tion: Time a5 AMI M Re -Inspection required: Yes No `�--� i When corrections have been made, call for re -i s ection t 3 f 234L 933 Date: �� Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201708797 PERMIT NO: 201708797 ISSUED: 11/13/2017 JOB ADDRESS: 7777 W 38th AVE A104 EXPIRES: 11/13/2018 JOB DESCRIPTION: Permit for a Commercial Sign: Install (1) Internally illuminated Plex-faced channel letter wall sign. Sign to read "Epic Smoke" Total Sign Area =38SF (See BLI 201708278) *** CONTACTS *** OWNER (303)796-8288 WILMORE38 LLC SUB (303)704-1979 Chun Sik-Yang 090164 Reina Mirae Sign *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,200.00 FEES Total Valuation 0.00 Plan Review Fee 70.98 Use Tax 67.20 Permit Fee 109.20 ** TOTAL ** 247.38 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am fhe legal owner or have been authorized by the legal owner of the properly and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is .sclosed . this document and/or its' accompanying approved plans and specifications. (-1�- Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the original permit fee. 1 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code b any ordinanc reg liti of this jurisdiction. Approval of work is subject to field inspection. 1 0AAMAN6 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11s59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. The issuance of a building permit should not be construed to be approval of a business license. amity of,� t �heatFZ�e COMMUNITY DEVf t.C�t'MLt I Building & Inspection Services Division 7500 W. 29"Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 • Fax: 303-237-8929 Inspection Line: 303-234-5933 I FOR OFFICE USE ONLY I Date: qk(Z{�1 Pian/Permit # Plan Review Fee: p it, .q 0 Building Permit Application — Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. .•. Property Address: Property Owner (please print): j k i Y i Phone: 3o4 - -M) t` 7�k 4 Property Owner Email: .7 4 "rie O � fI C CUI '� �'+►�, e S , Mailing Address: (if different than property address) Address: City, State, Architect/Engineer E-mail: I I Phone: Contractor: PE -, n L� M frC� ' `c n Contractors City License #: 0 9 ( 1 4 Phone: 3 4` i 1 Contractor E-mail Address; �'� t' v `'� `"�• cr 4 Sub Contractors; Electrical: Plumbing: ( Mechanical: WA, City License # W.R. City License # W.R. City License # 1 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BO H sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE AIR or REPLACEMENT ❑ OTHER (Describe) ' (For ALL projects, please provide a detailed d(iscr" tion of work to be performed, including current use of areas, v proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) !'2r2c" r6 e7 ane (sz7-t`ee 5, , 1,f. r k LED LIT. V SF Sq. Ft1LF _ Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $_ \. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under, any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OW1',E (CONTRACT IR gr (4 UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PR )VT NAM> \ C VI ly 7� GNATURI : 1 S DATE: DEPARTMENT USE ONLY ZONING COMMMENTS �f �Q� A-1 t4 —C \ OCCUPANCY CLASSIFICATION Reviewer A??PqW. so BUILDING DEPARTMENT COMMENTS. Reviewer: PUBLIC W COMMENTS. RavdewerQ/I Building Division Valuation: >i 1 l 1 q l r� PROQE OF SII RO Department ❑ Received ❑ Not Required Water District ❑ Received Not Required Sanitation District F1 Received Not Required Building Division Valuation: >i 1 SIGN PROPOSAL & DESIGN Sign Contractor �iPxirra J!?i�<ae &'fit 116" _`.. 597 Nucla Way #A MI Aurora CO.8001116" 303-537-5878 \ � 24„ Job Site 07777 W. 38th AVE. Unit A104S --��- - Wheat Ridge CO. 80033 FRONTAgE STORE FRONT LINEAR FOOTAgE : 20 Feet (240") TOTAt SigN LEI'll : 116" TOTAL SigN SQUARE FOOTACjE : 19.3 SQF &< SigN HEighT : 24" SIGN DETAiI LOW VOLTAGE LED. LIGHTING SYSTEM U.L. LISTED CLASS 2 CONFIRMS TO U.L. 48 & NEC 600 CODE s i° 0.40 Aluminum Returns 0 1"Trim Cap > ,{. Aluminum Back U ON/OFF Switch L.E.D. Light Modules y 3/16" Acrylic Faces O 120V 12vdc Power Supply Located Inside Exruded Aluminum Raceway O External Cut ON Switch Required Sign Specs Acrylic : White & Blue Trimcap : Bronze & Crome Raceway mounted tq�all one corrosive hardware appropriat Cd Of (Verified and provide tap L r_L ��*eturn:White _� Ej�Ntlort modules Aluminum Raceway Painted to match u ITer SU I 120V-DC12V 250W PPY� Building Wall APPROVED ftftWbrCode "aaQrd/Management Approval Name: ru II oRaIncew rw ith Address: 4.................. Contact Number: 1/4 Weep Holes (2mm.) in Bottem of letters - kdabLeMmrig: The esrrorKe oto PMW o, OWOVW oJplons Ir:MiOnS I'll ow be opennk for, or an opwo'w Z Oft of Mie xvi to q o/Mre building code of 010"y 01Y ordfnonim. Penn1� SCOPE OF WORK: gsetluut-4toVWWeofco,Kett � MANUFACTURE & INSTALL ONE (1) SET OF INTERNALLY ILLUMINATED PLEX- FAC ED CHAKF#E Owncesof&4Cityyognotbe ALUMINUM CHANNEL LETTERS TO HAVE RETURNS AND TRIMCAP LETTERS TO BE INTERNALLY ILLUMINATED W/ SHORT L.E.D.'S. Date: LETTERS & CABINET' ARE MOUNTED TO RACEWAYS, PAINTED TO MATCH COLOR OF BLDG. Q7 1 0-5 U- CT� Worth Blvd E) Asviorth t3lva V) Cu OL) 47E a- C:) 'E 0 LU U 00 � ry) ra A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ?� Job Address: Permit Number: r2_01-1 0- 1 �•�}-- ❑ No one available for inspection: TimeM PM Re -Inspection required: Yes No 11-1-0 When corrections have been made, call foi-�p-inspection at 303-234-5933 Date: Inspector: � c.og.44,_ DO NOT REMOVE THIS NOTICE A 4 City of Wheat Ridge Commercial Roofing PERMIT - 201708567 PERMIT NO: 201708567 ISSUED: 10/24/2017 JOB ADDRESS: 7777 W 38th AVE EXPIRES: 10/24/2018 JOB DESCRIPTION: Commercial reroof recover 2 layers of EPS, one flat and one tapered, 1 layer of flat ISO with Carlisle TPO 60mil membrane mechanically attached. 234.47sq *** CONTACTS *** OWNER 303-796-8288 DPC COMPANIES, INC SUB (847)581-3888 John D. Cook *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned 018520 Tecta America Colorado LLC USE: B / Business BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 268,340.00 FEES Total Valuation 0.00 Use Tax 5,635.14 Permit Fee 2,222.10 ** TOTAL ** 7,857.24 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative scating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge e Commercial Roofing PERMIT - 201708567 PERMIT NO: 201708567 ISSUED: 10/24/2017 JOB ADDRESS: 7777 W 38th AVE EXPIRES: 10/24/2018 JOB DESCRIPTION: Commercial reroof recover 2 layers of EPS, one flat and one tapered, 1 layer of flat ISO with Carlisle TPO 60mil membrane mechanically attached. 234.47sq I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this ermit. I further attest that I am le ally authorized to include alp entities named within this document as parties to the work to be performed and that all w to b er rmed is disclosed in this document and/or its' accompanying approved plans and specifications. ell i�- Signatu o OWNER or CONTRACTOR (Circle one) Date I, Thi pe it was issued based on the information provided in the Permit application and accompanying )tans and specifications and is subd to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing; and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shag be cpustsied to be a permit for, or an approval of, any violation of any provision of any applicable code or any inance or r f risdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of Wheat i ge COMMUNITY Utl1[101'MI.N7 Building 8 Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a-)ci.wheatridge.co.us FOR OFFICE USE ONLY Plan/Permit # ;.n l � Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7777 W. 38th Ave., Wheat Ridge CO 80033 Property Owner (please print): DPC Companies Inc Phone: 303-796-8288 Property Owner Email: jdire@dpccompanies.com Mailing Address: (if different than property address) Address: 7800 E. Union Ave. Ste 800 City, State, Zip: Denver CO 80237 Arch itect/Enaineer: N/A Architect/Engineer E-mail: Phone: Contractor: Tecta America Colorado LLC f Contractors City License #: -5960 e' / 520 Phone: 303-573-5953 Contractor E-mail Address: jailison@tectaamerica.com Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ® COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RErSIDENTIAL STRUCTURE ® COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Roof recover - 2 layers of EPS, one flat and one tapered, 1 layer of flat ISO with Carlisle TPO 60 mil membrane mechanically attached. Sq. FtJLF 23447 Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 268,340.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (ALITHORIZED REPRESENTATIVE) of (ORWER) (CONTRACTOR) Electronic Si¢nature (first and last name): -E DATE: q — ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of Wheat Ridge Commercial Sign PERMIT - 201704472 PERMIT NO: 201704472 ISSUED: 07/21/2017 JOB ADDRESS: 7777 W 38th AVE UNIT A110 EXPIRES: 07/21/2018 JOB DESCRIPTION: INSTALLING FRONT LIT LED CHANNEL LETTERS ON A RACEWAYI9 SQ FEET *** CONTACTS *** OWNER (303)796-8288 WIB,;3 IS 38, LLC/TIM ROSE SUB (303)922-4444 Rick Abercrombie 170410 FastSigns Lakewood *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: B / Business SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,200.00 FEES Total Valuation 0.00 Plan Review Fee 81.28 Use Tax 88.20 Permit Fee 125.05 ** TOTAL ** 294.53 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable wilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed disclosed in this document and/or its' accompanying approved plans and specifications. n %- I7 Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the original permit fee. 3, if this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat l dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: �O Plan/Permit # I ov Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -] �7 -7 % W, E) �-h Ay�t Aijj, Ua 4- A--1) n Property Owner (please print): Ti rn Vk�bz° 13p( � �, ,�� Phone: Property Owner Email: (LOQ (Z ��°%� �,n f 5 ,_ (' C; 3343 Mailing Address: (if different than property address) Address: `ILbL) E 1n _t,(5c Oyo- Du_nt(,. l (W L6�-'?3_7 City, State, Zip: J2� ye K Lb Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: Contractors City License #: �_�'� � a� cL Phone: Contractor E-mail Address: Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form XCOMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) t!�A () (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) l_.L� LES L, hlv� cm c� raCQ��C Sq. Ft./LF 19 Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. ----------- CIRCLE ONE: (OWNER) (CONTRACTOR) or ((ITHORIZED REPRESENTATIVE) � of (OWNER) (CONTRACTOR) Signature (first and last name): 1 a � � DATE: DEPARTMENT USE ONLY ZONING COMMMENTS:�' C OCCUPANCY CLASSIFICATION: Reviewer: L(�v ^-C•') v.vE- CL`�,^y1L %�t k,r '(� '�*� l� (Sfi�vbe , e { t } �� --7 !2 (J I Wa(( ci9.q iS BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ I I_ sg� S D Q� =rUO d o am 3o a v m � v O w v � Co _. to ® - �4 ;I I -- - - - - - - - - - - -_I ❑ ❑ ❑ � f 0, o ... . W D 3 3 D y v o y F n A 0� O -n ZD prn D-0 �� a Q (D ,',�o� � �o a► o O M mz O �C O cD �� o ° _= to ^� M m < m moo; Hca m m0 zrn 0 v o zm vv 00 m'U D —CID o o s(Dm .... Z n Zn v -� as! C)vZ-u = O _� X o -a D rn -n Z 13 O 2 M (D 3 w d' °: (D W �D �D C1 ) r �m Ocn Z0 cr � cD ?o�fl `w0 a1 N _ mD (A � n 7c O CL CD CD o ro `< Mo i d G D = ,.« r x 1 (A) 44h 0 toL o cr)a <I -G) CL —� r* Qcr + � 3 al C m a 0 '-r Y W -C �v cra d c CD CD y � -15 r cam. 0 0 CL _. I GD 1 --� -1 + �,,- l, I �7)6 x RZf lf4,1� v 11VVT/'o �a T +-v",--ll bbbb "T;J leaf aaenbs-abeu6is algennolie £ IIeM }aej aaenbs -a6eu6is algennolle Z IIeM }aaj aaenbs -a6eu6is algemolle 1 IIeM -u6is ileM aqj aoj a6elooj aaenbs algemolle aqj si ileM aql Jo y}6ual ayl :Z dejS 1991 - £ IIeM 1991 - Z IIeM leaf IIeM ubis aqj buipelle aae nog( aaagm (s)liem ayj 10 ql6ual aqj ainsean : dejS anlap aolaaJul aofeua ao 4084s a 04 }uaoe(pe aq Isnw su6is IIeM II`d u6is a 6uiyoe�}e aie nog( uoigm of lleM }o loot aeaull 1 /Gana ao} a6eubis jo }ool aaenbs � pamolle aae noA O W -u fl" q!moMa V 1, S�� _ :aojoeajuoO 3AV �41� , M _ :ssaappd 1091oad a6eubis aqj jo jeags I!ejap a pue ueld alis a aleaao of peau osle IIiM no), -su6is lleM mau Aue aol abe�ped lel}ivagns ay} ui ji apnloui pue hays sigl alaldwoo Isnw no) ja94S uoileinoleo u iS IIeM City of Wheat Ridge Commercial Plumbing PERMIT - 201707142 PERMIT NO: 201707142 ISSUED: 09/15/2017 JOB ADDRESS: 7777 W 38th AVE UNIT A110 EXPIRES: 09/15/2018 JOB DESCRIPTION: Commercial plumbing installation of underground water, drain and waste to service two new free standing dog washing tubs *** CONTACTS *** OWNER (650)267-4635 MICHAEL PHIPPS SUB (303)421-2161 Stephen Lanyon 017835 Blue Sky Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: B / Business SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,236.00 FEES Total Valuation 0.00 Plan Review Fee 81.28 Use Tax 88.96 Permit Fee 125.05 ** TOTAL ** 295.29 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued.All work shall compl, 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. a 4 City of Wheat Ridge � r �rJ Commercial Plumbing PERMIT - 201707142 PERMIT NO: 201707142 ISSUED: 09/15/2017 JOB ADDRESS: 7777 W 38th AVE UNIT A110 EXPIRES: 09/15/2018 JOB DESCRIPTION: Commercial plumbing installation of underground water, drain and waste to service two new free standing dog washing tubs I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that al work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 1'iS"• �o/"% Signat of WNER or CONTRACTOR (Circle one) Date I. Thi permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to I obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable - e any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. st�R�,.,�,� Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � d City of _J�Wheat�dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm itsC�ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: '3//Z//7 } / /Z//7 Plan/Permit # o 0 NO r7 0 22 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications -may not`be processed. *** I3 Property Address: 't , � -�- �' . .. � � Y` r\Vt__ k n o Property Owner (please print): Phone: 650- _,(a"—(635 Property Owner Email: Mailing Address: (if different than property address) Address City, State, Z Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone... Other City Licensed Sub: City License # 2o -z Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING [}COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 71n-A311%nL�- wl CLU 9f0L)act water, dYatn, 4 L"�Ias�e..- kQ C=eY,VC- A w -D he- e-sAand 10 og i nod. 4,k6 _S Sq. Ft./LF Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ x.23 l OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided onAbauplication. CIRCLE ONE: (OWNER) (CQ TRACTO or (AUTHORIZED REPRESF�NTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): ,(\ /_ DATE: 3 I ` T DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: ^ (:�,[ I I L4 ( r OCCUPANCY CLASSIFICATION: Building Division Valuation: $ '777? (ems) r 0033 -5-D -- 26 7 - q& 3 Cc-// &,,,,5//vlio/un�:;) �� r�� C`a�aSU U✓n!D 3 c)3.-yZt-z�6/ 7z v - 8� Able I L 4-17�,Iz 73 /W , 'y d vmestFiid9e 4 C 2 o E 4J 0 LAJ 0, > '00 0 U i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax IN PECTION NOTICE i Inspection Type: C�G�/ lLUM` Job Address: Permit Number: -2-01'/O %/V ❑ No one available for inspection: Time,/U% AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspe t n a 3-234-59: Date: ,�� , �- /—Inspector: �� I1 i rl o q O ro N m � x � O H m m 41 O w a w m m • • m .0 a -�j a ro r� Q r� o0, R 0 N b ro m A A ro CD w r \ O o m� m v 0o m r\ I d a m (Y) o ro o o a m 0 a u (^( Z x 0 4 A 41 p U 0 U� CD Q A n a m 41 `j I� U m (44j 41 0 1m V W o ro o ro y V � m A uA W W m U m mro >,m u V u 4 u O a m a w A p O x •� o m N p 3 m ro � a u N m G •.+ m 4 14 �4 a ro P4 y F r., U 0 5 �l 11 A 3 U bi b :jO A 04 W W O ,b 41Ha 14 4J 44 O H b W a 44 N U 0 41 3 U m 4J ro Ei A U 14 w r -I 4J ro V. A $4 0 V. a U O z H q b O �d H q 440 O N x U 44 N 0 N W Q0 U Enro a 41 � U 4.) 14 0 rt 44 H 44 A '� U V it 4 U O O P, i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: R �-- 2 Job Address: -1 1 -1 -1 + Permit Number: ? + -1 6 r` -I i'� P Pl 1, C Ain, A, A, i r, P ' ❑ No one available for inspection: Time t.', c AMS /.� l Re -Inspection required: No When corrections have been made, call for re -inspection at 303-234-5933 Date:_g i DS' \ -4- —Inspector.-?-),r\,,_--_t_,_4j DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ZU K_�Q_ Job Address: 0J. Permit Number: 2-014S Or, 6 'Z 2- 3 i 1 ❑ No one available for inspection: Time L q U AMI/PM ) Re -Inspection required: Yes"l No ; *When corrections have been made, call for re -inspection at 303-234-5933 Date: 5 1 - t -� Inspector: j, X DO NOT REMOVE THIS NOTICE 9 e i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: SF- ! 3 �� Job Address: -'7 "7 -7 Permit Number: � 6 ❑ No one available for inspection: Time U AM/PM Re -Inspection required: Yes', , No * When corrections have been made, call for re -inspection at 303-234-5933 i Date: S Inspector. DO NOT REMOVE THIS OT/CE El b Nn °o. m °z w z w o n o a ro H r a ryg" H r R ro N P] x 0 SCS �° y � w m R n I- m (D M n n yf a p k o o rm�* r' R N. O a K n ~' b rh r- N 0 O Cr'N b' d 7 C x 10 O m y a ~ o m a O H N m x U1 tj SC m n n m n F-' M rn ti z a m W a - li rr O m n C J H m d n H p O n K ro ;aJ O I J to O H 1f. a a Ea d H E x n m r. o OO f'" O n x O' Pi " x (�D (D En D i1 lr TC a rrr C m rt oI-h iA W m O m 0 rmn M m r S W O w C " r'cr a c a a H a 0 , v p� o M n v P. ,. , ON a m ° 0 mm 5 'a W .3 m n N m x y �' ° m c g n 0 e o m 0 m y J to� C Z Yui n �* as b° 4 mm O 3 J m "d O V O 1 n OW m J J n E � y rt a xm p 3 N rC O C] (D m p x �n m e O t y OD Z ` T �J m CD --I H H t- K I M n. w m p, m m w m W ".7 H rt `ro t=J v O n o £ m m m a 'd m op I OD l A ` 11 (D p O m n" 91 0r ro r, O rr ftr (D G O m a m F,O Ln a to o• c n r - n H ro a w n o a s m w W n o w o a o a ^ \ FC £I N- w n w 0 o 1 rr 0 n c ro N C6 m o m5 rr r* r- tr m m m .. n m ry O z m Fm, 0 a a N \ o 13n n m m n N r O In X r m \ m m p m a w N O a m m 3 7 T t (; � -D INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Comments Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Mid -Roof Concrete Encased Ground (CEG) , Foundation / P.E. Letter Lath /Wall Tie nn Melt Pni it (e%ncrata Prinr Tn Annrnval Ot I hP AnOVe inspecr)ons Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall sheathing Sewer Service Mid -Roof Plumbing•- , =87.1914 M:ff@r-1W7TZ 1 T. r17:17.Tii;T: r.Ti :{g rin)I r'.�.'i F1.14�(•Ti 7'l7TiTi n � • • • .111j i � �Z:�G1 �Z•�'La I 1 F -i �I�«l � [•] 16'� Rough Inspections Date Inspector Initials Comments Wall sheathing Mid -Roof Lath /Wall Tie Rough Electric V hK 7 A t� Rough Plumbing/Gas Line Rough Mechanical /-/ i -l7 if3t/ Rough Framing r1. -1, �� Nei) ►•5 iov 5�l,t c7 �Ci G jY� oC Insulation d -- - r Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. I �r l-17 Final Electrical Final Plumbing td Final Mechanical Roof Final Window/Doors Final Building -z r -7 i NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits - Please be sure that rougn inspections are compietea from the rire uistnci ana electrical ww vuuaye by the Building Division. **For Inspection Time Window Requests - Please email insptimereguestCcDci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather JOHN E. KOWALSKI Consulting Engineer January 23, 2017 Mr. Brad Umbarger City of Wheat Ridge 7500 W. 29"' Ave., 2"d Floor Wheat Ridge, CO 8033 Ref. Hanger Clinic — 7777 W. 384, Ave. Dear Mr. Umbarger Per our discussion today, we are requesting special permission per NEC Section 90.4 pertaining to alternative methods for calculating electrical loads. The diversification of the specific process loads for this project are not addressed or established within the National Electrical Code. Based on our extensive work throughout the United States with this client and our knowledge of their proposed use of the process areas and related equipment, we are confident that the calculations we have provided on the design documents pertaining to the process loads are correct and represent a sufficient Electric Service Sizing. The diversification utilized is a result of our knowledge of their operation and work procedures. We have discussed this with our client and they are in agreement with this request as well. Please let us know i yfilou #lave any further questions. Thank yo yfor your cooperation. 0 ` �Kl")i"r' Os '• o 41422 John E. Kowalski PE, LE D -AP hS�CNAL���y �jrP � •/s�/i7 614 Handel Lane, Woodstock, Illinois 60098 T 847-980-5122 CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E F f /31— / Job Address: -7-777 W • 38 T"4rs vc l Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes CNO * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: es4z( y, DO NOT REMOVE THIS NOTICE PROJECT Hanaer Clinic ADDRESS 7777 W. 38th Ave. Suites B111 & B129 Wheatridge, CO 80033 CERTIFICATION THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES. ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING--ADJUSTING-- BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS. NEBB CONTRACTOR REG. NO. 2656 Rockv Mountain Balance Co. CERTIFIED BY Michael L. Barrie DATE Jan. 18, 2017 THE HYDRONIC DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING -- ADJUSTING --BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS. NEBB CONTRACTOR Rocky Mountain Balance Co. REG. NO. 2656 CERTIFIED BY Michael L. Barrie DATE Jan. 18, 2017 SUBMITTED & CERTIFIED BY.- NEBB CONTRACTOR Rocky Mountain Balance Co. TAB SUPERVISOR Michael L. Barrie REG. NO. 2656 DATE Jan. 18, 2017 5 mmwj— jre 7wr ; CT PROJECT Hanqer Clinic FAN TEST REPORT FAN DATA FAN NO. EF -1 FAN NO. EF -2 FAN NO. EF -3 Location Ceiling Ceiling Roof Service Toilet Toilet Fume Hood Manufacturer Delta Delta Twin City Model Number GBR100 GBR100 DCRD095132 Serial Number NG NG L16-000000205137 Type/Class Ceiling Fan Ceiling Fan Centrifugal Motor Make/Style Delta Delta Twin City Motor H.P./RPM/Frame 12.6 Watts/NG/NG 12.6 Watts/NG/NG 1/8 /1650-1500-1350-48 Volts/Phase/Hertz 120/1/60 120/1/60 115/1/60 F.L. Amps/S.F. .22/NG .22/NG 1.7/1.0 Motor Sheave Make/Model Direct Drive Direct Drive Direct Drive Motor Sheave Diam./Bore Direct Drive Direct Drive Direct Drive Fan Sheave Make Direct Drive Direct Drive Direct Drive Fan Sheave Diam./Bore Direct Drive Direct Drive Direct Drive No. Belts/Make/Size Direct Drive Direct Drive Direct Drive Sheave Distance Direct Drive Direct Drive Direct Drive TEST DATA DESIGN I ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 80 77 80 79 650 593 Fan RPM NG Direct Drive NG Direct Drive NG Direct Drive S.P. In/Out NA -.04/.04 NA -.04/.04 NA -.26/Atmos Total S.P. 0.25 0.08 0.25 0.08 0.375 0.26 Voltage 120 122 120 122 115 122 Amperage 0.22 0.21 0.22 0.2 1.7 1.3 REMARKS: TEST DATE 1/18/2017 READINGS BY LB Rocky Mountain Balance Co. PROJECT Hanger Clinic FAN TEST REPORT FAN DATA FAN NO. EF -4 FAN NO. FAN NO. Location Ceiling Service Fume Exhaust Manufacturer Carmon Model Number CMW-7 Serial Number 79469 Type/Class Centrifugal Motor Make/Style Leeson Motor H.P./RPM/Frame 1/2 /3450/S56C Volts/Phase/Hertz 115/230/1/60 F.L. Amps/S.F. 4.4/2.2/1.25 Motor Sheave Make/Model Direct Drive Motor Sheave Diam./Bore Direct Drive Fan Sheave Make Direct Drive Fan Sheave Diam./Bore Direct Drive No. Belts/Make/Size Direct Drive Sheave Distance Direct Drive TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 350 333 Fan RPM NG Direct Drive S.P. I n/Out NA -.38/.14 Total S.P. 0.5 0.52 Voltage 115 122 Amperage 4.4 3.6 REMARKS: TEST DATE 1/18/2017 READINGS By LB Rocky Mountain Balance Co. II -o — PROJECT Hanaer Clinic AIR OUTLET TEST REPORT SYSTEM Existina RTU -1 TEST APPARATUS Shortridge Multimeter AREA OUTLET DESIGN PRELIMINARY MIN FINAL REMARKS SERVED NO. TYPE SIZE AK CFM VEL VEL CFM DES ACT VEL CFM RTU -1 1 CD 24x24 1.0 300 315 330 2 CD 24x24 1.0 300 374 337 3 CD 24x24 1.0 175 236 191 4 CD 24x24 1.0 175 274 191 5 CD 24x24 1.0 250 269 255 Total 1200 1304 REMARKS: TEST DATE: 1/18/17 READINGS BY LB Rocky Mountain Balance Co. PROJECT Hanger Clinic AIR OUTLET TEST REPORT SYSTEM Existing RTU -2 TEST APPARATUS Shortridge Multimeter .• .. ® - ris� SERVED EMMEMMMEMEMEM REMARKS.- TEST EMARKS: TEST DATE: 1/18/17 READINGS BY LB Rocky Mountain Balance Co. PROJECT Hanger Clinic LOCATION Roof UNIT DATA Make Carrier Model 48TCFA06 Serial Number 4316C54954 Arr./Class Draw Through Discharge Vertical - Down Make Sheave Fenner Sheave Diam./Bore AFD44/ 5/8" No. Belts/make/size 1/Browning/AX38 No. Filters/type/size 2/Disposab1e/16x25x2 5.2 4.2/4.0/3.9 TEST DATA DESIGN ACTUAL Total CFM 2000 1826 Fan RPM NG 1400 Make Sheave PowerDrive Sheave Diam/Bore 1 VL40/ 5/8" Sheave Distance 14 1/8" Motor Volts 208 214/213/212 Motor Amps 5.2 4.2/4.0/3.9 Outside Air CFM 500 470 Return Air CFM 1500 1356 REMARKS: TEST DATE 1/18/2017 AIR APPARATUS TEST REPORT SYSTEM/UNIT RTU -3 MOTOR DATA Make/Frame Marathon/56Y H. P. /RPM 1.5/1725 Volts/Phase/Hertz 208-230/460/3/60 F. L. Amps/S. F. 5.2-5.2/2.6/1.15 Make Sheave PowerDrive Sheave Diam/Bore 1 VL40/ 5/8" Sheave Distance 14 1/8" TEST DATA DESIGN ACTUAL READINGS BY LB Rocky Mountain Balance Co. Page 1 cj PROJHanqer Clinic AIR OUTLET TEST REPORT SYSTEM RTU -3 TEST APPARATUS Shortridge Multimeter AREA SERVED OUTLET I DESIGN PRELIMINARY MIN FINAL REMARKS NO. I TYPE I SIZE I AK CFM I VEL VEL I CFM DES ACT VEL CFM RTU -3 1 CD 12x12 1.0 100 79 95 2 CD 24x24 1.0 450 370 416 3 CD 24x24 1.0 450 252 405 4 CD 24x24 1.0 425 264 385 5 CD 24x24 1.0 375 179 341 6 CD 24x24 1.0 1251 1 119 114 7 CD 24x24 1.0 75 61 70 Total 2000 1826 REMARKS: TEST DATE: 1/18/17 READINGS BY LB Rocky Mountain Balance Co. ``-"m — I �L I :17 PROJECT Hanger Clinic AIR OUTLET TEST REPORT SYSTEM EF -3 TEST APPARATUS Shortridge Multimeter AREA OUTLET DESIGN PRELIMINARY MIN FINAL REMARKS SERVED NO. TYPE SIZE AK CFM I VEL VEL I CFM DES ACT VEL CFM EF -3 1 Hood 22 7/8x72 11.4 650 57 52 593 52 593 Total 650 593 REMARKS: TEST DATE: 1/18/17 READINGS BY LB Rocky Mountain Balance Co. ; � L71ra.- PROJECT Hanger Clinic AIR OUTLET TEST REPORT SYSTEM EF -4 TEST APPARATUS Shortridge Multimeter AREA OUTLET DESIGN PRELIMINARY MIN FINAL REMARKS SERVED NO. TYPE SIZE AK CFM VEL VEL CFM DES ACT VEL CFM EF -4 1 Open 6.5" .23 350 1522 1448 333 1448 333 Total 350 333 REMARKS: TEST DATE: 1/18/17 READINGS BY LB Rocky Mountain Balance Co. R i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 1 Inspection Type:r� /&IF// rte° 1 Job Address: -7 -7 7 % u • 3 H R ve l) ! Permit Number: 2016 L41 S rC N •t r0C_; rA C rn eu ,i lDCenL'l°fl i�lPCrf �� % ('Ctit! r^�?4TJ�S-let kf ll�'iy'Cw?f� C Ru•�Y�'. frrl�;, �' !�/C.•r��4� !c%� k <r' lea r^CiC UC ur nn C! vaJ�';%pICrIPi 0 *3 it a of c. (r :_.:1 C; �` v`' !1 cs 1-C' I �. � •�"C+C PSS lass c� 5 �� Sc "% . C�'•� .. '. U P fi ••jr `�r�n a ,a BLA r /i I- , ny 1 rdr; p C�ec^l-rc,, : C ?LI� 1 � /cilc;,nt.SO/Veef e?tt �'��TL�� 1.rirC,e ^-a i —7-ec1 0 S' ❑ No one available for inspection: Time ` LAIVV Y1PM Re -Inspection required: tYes No 1 { *When corrections have been made, call for re -inspection at 303-234-5933 A Date: ` � �� Inspector: ?b n el -G( Com' i DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E F I , 13 r_ l Job Address: -7 7-77 lA.) • -3,5 r o Permit Number: Ur r et I I—�/'/1/^I I k) /e ` i Y-oG F /jf / (wV,-r. lc ),e- f. ti Aki.,rG / I -/1 , I . P -9Q -o ve o ❑ No one available for inspection: Time •'/,Q A r Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 '! f / j Date: Inspector:�1- DO NOT REMOVE THIS NOTICE , a ro R BUILDING SUMMARY CODE SUMMARY ¢ o° F g 8 USE GROUP BUSINESS GROUP B BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE a N� LL cc n F CONSTRUCTION TYPE II-B MECHANICAL CODE: 2012 INTERNATIONAL MECHANICAL CODE BASE ALLOWABLE AREA 40,250 SF - 23,000At + 17250(At*If) + O(AN'Is) PLUMBING CODE: 2012 INTERNATIONAL PLUMBING CODE Ro BUILDING AREA ELECTRICAL CODE: 2014 MECHANICAL ELECTRICAL CODE 11J >o o°u TOTAL TENANT AREA 2 3,553 SF FIRE PREVENTION CODE: 2012 INTERNATIONAL FIRE CODE a n e o� N MAX. BUILDING HEIGHT - NG ENERGY CODE: 2012 INTERNATIONAL ENERGY CODE 0 W OCCUPANT LOAD (TENANT SPACE) 2 36 HANDICAP ACCESSIBILITY: ADA/ANSI 117.1-2003 V. NUMBER OF EXITS REQUIRED (TENANT SPACE) EQUIRED (PER IBC 2009 1015.1, 1021.1)9 NUMBER OF EXITS PROVIDED (TENANT SPACE) 3 CLINIC FIRE SPRINKLER SYSTEM NONE � r r m M LuEmpowering 00 Human Potential 0 LIST OF PROJECT Z N U LL INTERIOR TENANT IMPROVEMENT OF ABBREVIATIONS CONTACTS INDEX OF DRAWINGS Z LJJ " Z ^ " w � � A.I.C. -ALT. INTERRUPTING CAPACITY I.D. -INTERIOR DESIGN REQUESTS FOR INFORMATION MUST BE SUBMITTED BY THELu GENERAL CONTRACTOR HANGER'S CONSTRUCTION MANAGER �..IE� TITLE > a m 7777 W 38TH AVENUE SUITE 13111 B127 A.B.-ANCHOR A.F.F. BOLT -ABOVE FINISH FLOOR NSUL -INSULATION TORS SHOULD NOT CONTACT THE IN WRITING. SUBCONTRACTORS NO. Z Z ALT. -ALTERNATE L.L.H. -LONG LEG HORIZONTAL CONSTRUCTION MANAGER, ARCHITECT OR ENGINEER DIRECTLY. Q ALUM. -ALUMINUM L.L.V. -LONG LEG VERTICAL T1.1 TITLE SHEET r Q WHEAT RIDGE CO 80033 AUX -AUXILIARY L.P.-LOW LAV. POINT -LAVATORY OWNER = M W B.D. BLK'G. SM. -BOTTOM OF -BLOCKING -BEAM LOC. LG. -LOCATE -LONG 10910 HANGER, INC. DOMAIN DRIVE, SUITE 300 AUSTIN, AUSTIN, TX 78758 ARCHITECTURAL A1.0 DEMOLITION PLAN BOT.,BOTi. -BOTTOM MAS. -MASONRY CONTACT: LOCATION PLAN GENERAL NOTES BRZ -BRONZE MFG. MTD. -MANUFACTURER -MOUNTED AARON LEMLEY PH: 512-777-3743 A1.1 FLOOR PLAN /DOOR +WINDOW SCHEDULES CJ -CONTROL JOINTI� elemley®hongeccom C, COND. -CONDUIT N.LC -NOT IN CONTRACT A1.2 REFLECTED CEILING PLAN CLG. -CEILING A2.1 INTERIOR ELEVATIONS COL -COLUMN O.C. -ON CENTER ARCHITECT GEORGE SARFATTY, ARCHITECT CONC. -CONCRETE O.D. -OUTSIDE DIMENSION 1) THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS ARE INTENDED TO DESCRIBE AND PROVIDE FOR A FINISHED PLACE CONN. -CONNECTION O.H. -OVERHANG DAMS STREET, SUITE 615 A2.2 FLOOR FINISH PLAN FINISH SCHEDULE / A OF WORK. THEY ARE INTENDED TO BE COOPERATIVE AND WHAT IS CALLED FOR BY EITHER SHALL BE AS BINDING AS IF CONT. -CONTINUOUS 0/0 -OUT TO OUT EVA EVANSTON, IL 60201 W o A2.3 EOUIPMENT PLAN CALLED FOR BY BOTH. THE CONTRACTOR SHALL UNDERSTAND THAT THE WORK HEREIN DESCRIBED SHALL BE COMPLETE IN CTR. -CENTER LINE 0 DIAMETER a EVERY DETAIL, NOT WITHSTANDING EVERY NEM NECESSARILY INVOLVED IS NOT SPECIFICALLY MENTIONED, AND THE -CENTER -PHASE, CONTACT: CONTRACTOR WILL BE HELD TO PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR THE ENTIRE COMPLETION OF THE WORK C.W. -COLD WATER PJF -PREFORMED JOINT FILLER IAN GUENTHER INTENDED TO BE DESIRED, AND SHALL NOT AVAIL HIMSELF OF ANY MANIFESTLY UNINTENTIONAL ERROR OR OMISSION SHOULD PL -PLATE PH: 847-906-5232 MPE V = SUCH EXIST. SHOULD ANY ERROR OR INCONSISTENCY APPEAR IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR, 0 PHASE -DIAMETER,FX: P.O.S. -POINT OF SALE 847-920-1101 BEFORE PROCEEDING WITH THE WORK, SHALL MAKE MENTION OF THE SAME TO THE ARCHITECT IN WRITING FOR PROPER DIA. DIAGRAM PREFAB. . -PREFABRICATED iguenther®sarfatty.com C P1.0 PLUMBING SPECIFICATIONS ADJUSTMENT, AND IN NO CASE SHALL HE PROCEED WITH THE WORK IN UNCERTAINLY. DBL -DOUBLE P.S.F. -POUNDS PER SQ. FOOT P.S.I. PER so. INCH Z L D/T -DRIVE-THRu -POUNDS ,-l'- 2) IN SUBMITTING A PROPOSAL, IT WILL BE CONSTRUED BY THE OWNER THAT THE BIDDER HAS EXAMINED AND FAMILIARIZED DWG. -DRAWING P.T. PTV. -PRESSURE TREATED -PARTITION MPE ENGINEER 3 J n P2.O PLUMBING FLOOR PLANS NICK CARTER c • �' HIMSELF WITH THE SITE AND HAS CAREFULLY CHECKED ALL THE DETAILS AND ASSURED HIMSELF THAT THEY CONFORM IN EVERY RESPECT WITH BOTH LOCAL AND STATE REQUIREMENTS. IGNORANCE OR FAILURE ON THE PART OF THE CONTRACTOR E.F. -EXHAUST FAN P.V.C. -POLYVINYL CHLORIDE 760 TELSER RD ' ` EA' -EACH LAKE ZURICH, IL 60047 P3.0 PROCESS PIPING FLOOR PLAN V W OR SUBCONTRACTOR TO EXAMINE OR FAMILIARIZE THEMSELVES WITH THE SITE WILL NOT BE ACCEPTED AS AN EXCUSE FOR ELEC. -ELECTRIC R.D. -ROOF DRAIN M1.0 MECHANICAL SPECIFICATIONS + CLAIMS TO EXTRA OR ADDITIONAL PAYMENT ABOVE CONTRACT PRICE. ELFV. -ELEVATION RECEPT. -RECEPTACLE PH: 847-719-1708 3) ALL CLEARANCES, DIMENSIONS, HEIGHT RESTRICTIONS AND SIGNAGE RELATED TO ACCESSIBILITY ARE TO COMPLY WITH THE EQ. EQUIP. -EQUAL -EQUIPMENT REINF. R.W.L. -REINFORCING -RAIN WATER LEADER LANDLORD CONTACT M2.0 MECHANICAL FLOOR PLAN SARAH ALFANO I CURRENT EDITION OF ICC/ANSI A117.1 AND THE AMERICANS WITH DISABILITIES ACT. ALL FIXTURES, EQUIPMENT, CONTROLS, E.W. -EACH WAY CROSSE REAL ESTATE GROUP, LLC E1.0 ELECTRICAL SPECIFICATIONS t- ETC., WITHIN THE UNIT ARE TO BE LOCATED AND MAINTAINED IN COMPLIANCE WITH ANSI AND ADA REQUIREMENTS. EXT. -EXTERIOR so. -SQUARE zs COLORADO BLVD, ANNEX BIULDINc sulrE 110 S/s, S.S. -STAINLESS STEEL PH:H: 720-287-287-6871 E2.0 ELECTRICAL FLOOR PLAN 4) CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES IN THE EVENT OF AN OMISSION OF F.C.O. -FLOOR CLEAN OUT STRUC. -STRUCTURAL NECESSARY DIMENSIONS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ON THE DRAWINGS OR F.D. -FLOOR DRAIN SURF.MTD -SURFACE MOUNTED BUILDING DEPARTMENT SEAL: ' FIELD CONDITIONS AND SHALL NOT PROCEED WITH THE WORK UNTIL THE DISCREPANCIES ARE RESOLVED. F.E. -FIRE EXTINGUISHER S.W. -SAFE WASTE BUILDING AND INSPECTION SERVICES DIVISION E3.0 POWER FLOOR PLAN f F.O.M. -FACE OF MASONRY 7500 W 29TH AVENUE - 5) NO DEVIATION FROM SPECIFICATIONS, DRAWINGS OR INSTRUCTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE F.O.S. -FACE OF STUD T&G-TOUNGE AND GOOVE WHEAT RIDGE, CO - - ARCHITECT. F.R.P. -FIRE RATED PANELING T.O.S. -TOP OF SLAB PH: 303-235-2855 i -• `a �. 6) ALL ITEMS SPECIFIED SHALL BE USED AS PART OF THE WORK UNLESS OTHER ITEMS OF EQUAL QUALITY ARE SUBMITTED IN WRITING AND APPROVED BY THE ARCHITECT. FT. FTG. -FOOT -FOOTING U U.N.N.O -URINAL -UNLESS NOTED OTHERWISE FIRE MARSHAL PROJECT SCOPE OF WORK ADMINISTRATIVE OFFICE GALV. -GALVANIZED 433 S ALLISON PARKWAY 7) ALL WORK SHALL BE OF THE HIGHEST QUALITY AND SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. G.C. -GENERAL CONTRACTOR VENT. -VENEER LAKEWOOD, CO 80226 �1LOCATION MAP G.P.M. -GALLONS PER MINUTE VEST. -VESTIBULE PH: 303-989-4307 THE PROJECT IS A TENANT FINISH OUT IN AN EXISTING BUILDING. THE PROJECT INCLUDES CONSTRUCTION OF INTERIOR WALLS, 8) ALL MATERIAL AND LABOR SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE CERTIFICATE OF GRD. -GROUND V.T.R. -VENT THIRD ROOF T1.1 SCALE: NOT TO SCALE OCCUPANCY. G.W. -GREASY WASTE DOORS, CEILING, THE INSTALLATION OF FIXTURES AND EQUIPMENT, AND ASSOCIATED CONSTRUCTION WORK. WORK ALSO INCLUDES GYP. BD. -GYPSUM BOARD W. -WIDE, WASTE COMPLETE MECHANICAL, ELECTRICAL, AND PLUMBING WORK PER PLAN. THIS PROJECT DOES NO ALTER THE OCCUPANCY OF THE 9) ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE CODES AS INTERPRETED BY THE GOVERNING AUTHORITIES. W.C. -WATER CLOSET BUILDING. THE TENANT SPACE ISA "B" OCCUPANCY PROFESSIONAL OFFICE AND LAB. ,Gt HT. -HEIGHT W.C.O. -WALL CLEAN OUT q 10) CLEAN ALL DOORS, WINDOWS GLASS, FLOORS, CARPETS, AND OTHER SURFACES SOILED DURING CONSTRUCTION. REPAIR OR A. -HOT WATER W.H. -WATER HEATER REPLACE ANY ITEMS OR SURFACES DAMAGED AS A RESULT OF THE CONSTRUCTION. IT. -HAND DRYER W.I.B. -WALK IN BOX L H.P. -HORSE POWER, HIGH POINT W.P. -WATER PROOF 11) ALL DIMENSIONS ON PLANS UNLESS OTHERWISE NOTED ARE TO FACE OF FINISH TO FACE OF FINISH AND FROM FACE OF W.F W.. W.W.M. -WELDED WIRE FABRIC -WELDED WIRE MESH a K O IIHWTTK� INTERIOR FINISH SURFACE TO FACE OF EXTERIOR FINISHED SURFACE. � m 12) SEE REFLECTED CEILING PLAN FOR ALL CEILING WORK INFORMATION. z � w 0 q 13) CONTRACTOR SHALL PROVIDE SUFFICIENT ATTACHMENT AND IN-WALL, FIRE RATED HIDDEN BLOCKING REQUIRED FOR NEW 5 DOORS, CASEWORK, EQUIPMENT, AND OTHER WALL-HUNG ITEMS. a o o 0 14) CONTRACTOR SHALL PROVIDE A DUMPSTER AT LOCATION AS APPROVED BY OWNER AND LOCAL GOVERNING AUTHORITY. J CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE JOB SITE DAILY AND PLACED IN THE DUMPSTER. m o 0 Q LEASE AREA: 3,305 SF 15) CONTRACTOR SHALL INSTALL FIRE SPRINKLERS (IF REQUIRED), FIRE ALARM SYSTEMS, HORNS, STROBES, EMERGENCY LIGHTING, N ti q EXIT SIGNS AND FIRE EXTINGUISHERS AS REQUIRED BY THE LOCAL FIRE MARSHAL. GENERAL CONTRACTOR TO COORDINATE THIS WORK WITH A LICENSED FIRE PROTECTION CONTRACTOR. �u - 16) CONTRACTOR SHALL COORDINATE THE WORK OF SUBCONTRACTORS ON THE JOB SO AS TO PREVENT CONFLICTS DURING CONSTRUCTION. ADDBIONAL WORK CAUSED BY A LACK OF COORDINATION BETWEEN CONTRACTORS SHALL NOT BE AT THE DRAWING SYMBOLS CERTIFICATION o 0 0 p - OWNER'S EXPENSE. 79 Z 17) GENERAL CONTRACTOR TO COORDINATE WITH ARCHITECT PRIOR TO CONSTRUCTION THAT ALL PERMITS AND VARIANCES HAVE DATE: - BEEN OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 06/29/2016 I HEREBY CERTIFY THAT THE DRAWINGS WITHIN THIS SET WERE PREPARED UNDER MY r i 18) GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL PEOPLE ON OR NEAR THE CONSTRUCTION SITE DURING THE CONSTRUCTION PERIOD. IMPLEMENTATION OF ALL NECESSARY AND PRUDENT SAFETY PRECAUTIONS SHALL BE THEA2.1 1 DRAWING NUMBER SHEET NUMBER SUPERVISION AND TO THE BEST OF MY KNOWLEDGE COMPLY WITH ALL THE REQUIREMENTS, CODES AND ORDINANCES OF THE CITY OF WHEAT RIDGE AND THE STATE COLORADO PROJECT No.: 16024 CHECKED BY: O Q L FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR. METHODS OF CONSTRUCTION AND ERECTION OF MATERIALS AND B _ ASSEMBLIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. IG 101A O C A ELEVATION MARK A21 DRAWN BY: _ _ _ 19) CUTTING OF OR MODIFICATIONS OF THE BUILDING'S STRUCTURE ARE NOT PERMITTED UNLESS APPROVED IN WRITING BY THE ARCHITECT. DOOR NUMBER I I D TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS WITHIN THIS SET COMPLY WITH THE CURRENT NCf SHEET TITLE: - 20) GENERAL CONTRACTOR TO SUBMIT AND SECURE PERMIT FOR CONSTRUCTION. GC IS TO IMMEDIATELY ENGAGE A FIRE NEW DOOR `` moo ACCESSIBILITY GUIDELINES OF THE AMERICANS WITH DISABILITIES ACT AND ICC/ANSI A117.1 PROTECTION CONTRACTOR TO PREPARE AND SUBMIT DRAWINGS IN ACCORDANCE WITH APPLICABLE CODES. - MAIN BUILDING DETAIL MARK _ ENTRANCE 21) NOTICE TO BIDDERS: BIDDING QUESTIONS MUST BE COMMUNICATED TO THE CONSTRUCTION MANAGER IN WRITING BY THEi ELEVATION MARK TITLE SHEET GENERAL CONTRACTOR BIDDING THE JOB. SUBCONTRACTORS SHOULD NOT CONTACT THE ARCHITECT DIRECTLY. QUESTIONS FINISH TAG. SEE FINISH DIRECTED TO THE ARCHITECT SHALL BE LIMITED TO DRAWING AND DESIGN CLARIFICATIONS ONLY. ALL OTHER QUESTIONS SHOULU BE DIRECTED TO HANGER'S CONSTRUCTION MANAGER. / PT01 SCHEDULE SNT. A2.1 SIX (6) EXISTING ADA PARKING SPOTS 22) GENERAL CONTRACTOR IS REQUIRED TO PROVIDE THE OWNER WITH SHOP DRAWINGS OF ALL MILLWORK AND CASEWORK.SHEET 0— WALL TYPE 5 NO.: GENERAL CONTRACTOR TO OBTAIN OWNER APPROVAL OF THOSE DRAWINGS BEFORE FABRICATION AND INSTALLATION / SECTION MARK NORTH COMMENCES. A2.1 GEORGE SARFATTY (LIC# 305550) LICENSE EXPIRES 10/31/17 r21SITE KEY PLAN 23) REQUESTS FOR INFORMATION MUST BE SUBMITTED BY THE GENERAL CONTRACTOR TO HANGER'S CONSTRUCTION MANAGER IN AX REVISIONS T1,1 WRITING. SUBCONTRACTORS SHOULD NOT CONTACT THE CONSTRUCTION MANAGER, ARCHITECT OR ENGINEER DIRECTLY. EXISTING DOOR :�L T1.1 SCALE: NOT TO SCALE TO BE REMOVED ADJACENT EENNB SPACE 0 EXISTING WALL TO REMAIN AS SHOWN, EXISTING DOOR TO REMNN AS SHOWN REMOVE EXISTING ETELTRIGLL PANEL. CAP UTILITIES PS REQUIRED. II L J III EE,T IA D J `II 0[ o Ef -IBJ TIL- JL�� REMOVE EXISTING ELECTRICAL PANEL CAP TITTES M REQUIRED.. REMOVE EXISTING III PLUMBING MOURES III AS SHOWN. TIP. EXISTING COLUMN TO REMAIN. DEMOLITION NOTES Q Bo 1. REMOVE EXISTING FLOOR FINISHES. CLEAN, LEVEL & PREPARE EXISTING Q � CONCRETE SIAB TO RECEIVE NEW TILE FINISH, FOLLOW TILE MMNFACTURER'S - RECOMMENDED PROCEDURES. T 9 r 2. CONTRACTOR SHALL REVIEW REQUIREMENTS AND DRAWINGS FOR NEW CONSTRUCTION WORK AND VISIT SITE TO VERIFY AND DETERMINE E%IEIF OF Q a£ DEMOTION PRIOR TO SUBMITTING BID OR PERFORMING ANY WORK. u c €Ee 2 p 3. REMOVE ONLY THOSE PORTIONS OF EXISTING CONSTRUCTION AS REQUIRED TO Q uyti MAKE NEW ALTERATIONS OR NEW CONSTRUCTION NOTED OR SHOWN. MI Ag� 4. PROPERLY DISCONNECT UTILITIES (ELECTRIC, TELEPHONE, WATER, SEWER, & w g� CAS) PER LOCAL CODE REQUIREMENTS PRIOR TO ANY DEMOLITION WORK. l7 8� 2 hm 5. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, WIRING (INCLUDING LOW O VOLTAGE AND TELEPHONE UNES) LOCATED ABOVE CEILING OR IN PARTITIONS & w OTHER STRUCTURE. L7 6. REMOVE ALL EXIS ZINC WIRING, CONDUIT, MECHWICAL EQUIPMENT, DUCT WORK, PLUMBING RnRES, PIPING SYSTEMS, ETC. THAT WILL NOT BE REDEEM DO EXISTING CASEWORK NOT ABANDON. TO REMVN AS SHOWN ]. CONTRACTOR SHALL REM VERIFY MIILITY/PWMBING POOPS' OR ONES THROUGH TENANT SPACE & PROVIDE BYPASS PRIOR TO REMOVING, TERMINATING OR GAPPING. m W M M DEMOLITION LEGEND U N co o U19ING TO REMAIN Z Lu O E ---J EXISTING TO BE DEMOLISHED Zi D U Z N CC W Lu W _m�yy LEASE LINE Z = ACJ ADJACENT TENAHI SPACE 00 M W E%ISBNG DEMISING I� WALL TO REMNN AS SHOWN. LLLIa \ o IIS � III II N a E EXISU �U= Nc COLUMN To REMAIm TIL f EXISTING COLUMN To Z c REMAIN. REMOVE EXISTING \ REMAIN. 3 / TYPRSALVAGE SHOWN. \ I J d FOR REUSE. = U LU FT E " REMOVE EXISTING p/ �I� CASEWORK AS I SEAL SHOWN, TYP. PREPARE FLOOR FOR NEW FINISHES, TTP. L REMOVE EXISTING EUSBNG WA 1EA WALL AS SHOWN, HEATER TO BE TYP. RELOCATED. REFER REMOVE E%ISIING III % TO PLUMBING ❑ SINK ANO CASEWORK SHEETS. AS SHOWN, TTP. GAP m PLUMBING AS REouIREo. \ F L� \III i o EXISTING DEMISING I m S WALL TO REMAIN AS N ED SHOWN. J t � 3 EXISTING COLUMN ID ADJACENT TENANT SPACE REMAIN. NORTH DEMOLITION FLOOR PLAN A1.0 SCALE: 1/4' = 1'-0' � " 06/19/7016 PROJECT NO.: 16014 CHECKED BY: IG DRAWN BY: Na SHEET MILE: DEMOLMON FLOOR PLAN SHEEE NO.: Al *0 DOOR TYPES 2% AS SHOWN r2" M. DO O ECONOIRACK MOUNTING BRACKET .0600 mSTRIPS 2' n ENT] ME H010HE 2' PFOS FRAME, P 03 M. ALL M. ALL DOORSFRM1ES� / \ DOORS / A NAMESW 1OX15•ACRYLIC \\ VISION PANEL ORA // AIA COMPLIANT o / COMPWNT pL03 LATCH SEE 4T/WALL 1%4 WON CAP, 5-0 A.F.F. PANT PID3 2X4 WOOD STUD 5/5• GYP M h.. nPARTIAL HT WALL CAP 01.1 SCALP 1• = V-0• O ] A 48°H BASE PATE BOTH SIDES IAA• Ir` Is ADJACENT TENANT SPACE C REG- I Be 103 A I 26'-D° L- - - - - - - - - - - - - - - - FLOOR PLAN NOTES DOOR HARDWARE SET SCHEDULE DOOR SCHEDULE a o0 WALL TYPES 1. VERIFY ALL DIMENSIONS, CONDITIONS AND GRADES AT Joe SHE PRIOR A ODA AND ANSI A1nE .1-COMPLMNT LEVERS OR PULLS TO MATCH BUILDING STANDARD TAG TYPE W H T MAT. FWAE FELIPA(8 Q R -R TO COMMENCING WORK. ❑ DEADBOLT, DOOR STOP, AND SILENCERS TO MTCH BUILDING STANDARDw 'SOUND ATIENUAnON BAITS /8• GYP. BD. ON EACH SIDE INGERSOLL MND: FALCON 8200 SERIES AUMMAC OPENER 101: EXISTING ❑A 3'-0" 7'-0" 1-3/4° ALUM PLUM EXISTING DOOR AND EWE >: l5`m 9 2. VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND (2) WIRELESS PUSH HURON OPENERS F- 3 -518w O }_5/8• METOL SEEDS 0 I6" O.C. EQUIPMENT TO BE NRNISHED BY OWNER OR OTHERS WIN THE LGN: IDO6 SERIES ELECTRIC STRIKE OR EQUAL 102: OA ❑B 3-6" ]'-0^ 1-3/4° SCWD HM H ,F9 NO FIRE RATING MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING G.C. TO PROVIDE A FINISHED SYSTEM TMT CAN BE COMPLETELY SECURED AFTER HOURS. Q TO SAME IS BEGUN. PROVIDE SUBMITTAL TO HANGER C.M. 3: OA El 3'-0" 7'-0^ 1-3/40 SHM u c WALL HEIGHT TO 2 F 2 3. VERIFY SIZE AND LOCATION A ALL OPENINGS FOR MECHAIGAL PASSAGE SET 104: OA © 3-O" ]'-0" 1-a/4' SCWD HM Q dl 6° ABOVE CUUNG 5/8" GYP. BD. ON EACH 510E EQUIPMENT AND WORK WTIH ALL TRADER INVOLVED. ❑B (4) HINGES 3-1/2' % 3-1/2" BB1229 US 26D - OR EQUAL y HANGER: M1 An 2-1/2" METAL AU05 0 16 D.C. STANLEY: LOCKSET QCL23D E 626 105: OA ❑F 3'-0' 7'-0" 1-3/4' SCWD HM g_ SOUND ATTENUATION MT15 4. ERRORS AND/OR OMISSIONS IN ROOM, DOOR, AND WINDOW STANLEY: CLOSER ODC211 F 689 SINMA 8� SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING ER: FLOOR STOP 9202 US 260 - OR EQUAL 108: A E T-0^ 7-0^ 1-3/4' SM HM AIR GAP WORK SHOWN ON DRAWINGS OR DESCRIBED IN SPECIFIMTIONS. PROVIDE DOOR SILENCERSLAC Bm O 1077: 2-1/2" METAL STUDS 5. SEE REFLECTED CEIUNC PIAN NR ALL CEILING WORK INFORMATION.© HA551GE SET OA 1 3'-0" 7'-0" 1-3/4' SM HM O STAGGERED 0 16" O.C. HALER: (3) HINGES T23D E % 3-1/2' 8812779 US 260 - OR EQUAL 108: OA ❑F } _0" 7'-0' 1-3/4' SCWO HM Q9 NO FIRE RATING WALL HBGNT fi. SEE SHEEP A2.1 FOR INTERIOR ELEVATIONS. STANLEY: CLOSER QCL230 E 626 l7 TO DECK 5/8• GYP. 8D. ON EACH SIDE STANLEY: CLOSER OOC21I F 689 SN 110: © © 3'-0" 7'-0' 1' SCWD HM ELIASON SCP -6 DOOR NOTES PROVIDE FLOOR STOP 9202 US 2IN - OR EQUAL O 1 3-5/8• METAL SEEDS 9 16' O.C. PROVIDE COAs HOOKS CENTERED ON INTERIOR SIDE OF ODOR O 4'-D' AEF. 1108 EXISTING ❑H 3'-0" 7'-0' 1-3/40 ALUM PLUM EXISTING DOOR AND FRAME O 1. HARDWARE REQUIRED FOR ACCESSIBLE ODOR PASSAGE SHALL BE MOUNTED PROVIDE DOOR SILENCERS 111: OE ❑D 3'-0" ]'-0" 1-3/4° ROAD HM r SOUND ATIENUAnON BAITS NO HIGHER THAN 48° A.F.F. PASSAGE SET NEW 1 -HOUR DEMISING 2. H A DOOR HAS A CLOSER, AN THE SPOSI PERIOD OF THE ES.CLOSER THE SHALL D HALER: (3) HINGES }230 E % 3-1/2" 8812779 US 26D - OR EQUAL WALL TO DECK 8E ADJUSTED SO WANT FROM AN OPEN POSITION OF JO DEGREES, THE DOOR AANLEY: LOCKSET OCL2}p E 626 1118 EXISTING ❑H 3'-0' 7'-0" 1-3/40 ALUM PLUM EXISTING DOOR AND FRAME � UL #U419 E%ISHNG 1 -HR DEMISING WALL WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FRONT THE RAGES: FLOOR STOP 9202 US 26D - OR EQUAL 112: O ❑J 6'-0° 7'-0" 1-3/4° SCWD HM LATCH, MEASURED TO WE LEADING EDGE OF THE DOOR. PROVIDE DOOR SILENCERS W M AR GAP 3. THE MAX. FORCE FOR PUSHING OR BURNS OPEN A DOOR SMILE BE l5 14X15 KICK PALE EACH 510E (05260) IMSA O ❑ 4'-0" ]'-0" 1-3/4° VINYL - E :SON ESD Q <4;Q44. 2-1/2^ MEEAL STUDS 0 16" O.C. FOLLOWS: (A) INTERIOR HINGED DOORS: 5 LBF (2224) E PRIVACY SET Q SOUND ATTENUARON SAM (B) SLIDING OR FOLDING DOORS: 5 LBF (22.2N) ❑ HAGER: (3) HINGES 3-1/2' % 3-1/2^ BB12]9 US 26D - OR EQUAL 114: OE ❑0 3'-0" ]'-0" 1-3/4" SCWD HM u /8" W. BC. 4. PROVIDE NEW HARDWARE AT ALL DOORS (INCLUDING EXISTING) TO CONFORM STANLEY: LOCKSET QCT240 E 626 Ln co NO HIRE RATING WALL HEIGHT WH DOOR HARDWARE SET SCHEDULE ABOVE, U.N.O. HAGER: FLOOR STOP 9202 US 260 - OR EQUAL 115: ( ❑K 3'-0" 7'-0" 1-3/4" BOND HM Z W O 5. REUSE EXISTING DOORS WHEN POSSIBLE. TO DECK PROVIDE COAT HOOKS CENTERED ON INTERIOR 510E OF DOOR A 4'-0° A.F.F. fi. ALL DOOR HARDWARE TO BE LEVER -TYPE, PN51 117.1 COMPLIANT BRUCE DOOR SILENCERS 116: OA ❑ 3'-0" 7'-0" 1-1/4° SCWD HM O]. ALL COORS AND FRAAJAH PTO3 U.N.O. 5/8° GYP. M. ON EACH SIDE B. CONTRICTOq SHALL FIELD VERIFY CORRECT HEIGHT OF FLOOR STOPS AT EACH ❑E PASSAGE SET 1177: OA ❑K 3'-O" 7'-0^ 1-3/4° SM HM IZ W NQ FIRE RATING 2X4 0 16" O.C. DOOR PRIOR TO ORDERING HAGER: (3) HINGES 3-1/2' % 3-1/2^ BB1279 US 26D - OR EQUAL ID 9. All DOORS, KEYING, AND FRAMES WIN HANGER C.M. STANLEY: LOCKSET QCL230 E 626 1184 OA ❑F 3'-O" 7'-0^ 1-3/40 SCWD HM W m Q 5'-0' AFF 01.1 10.011 EXTERIOR DOOR SHALL PROVIDE WEATHER GASKERNG AND SWEEP. RAGES: FLOOR STOP 9202 US 26D - OR EQUAL UI Q _y 5/8• GYP. M. ON EACH SIDE PROVIDE DOOR SILENCERS 119: OA ❑K 3'-O" ]'-0" 1-a/4' SCWD HM ca O WALL LEGEND ©DOUBLE ACTING DOOR - Na LacicsEr Q H � 3-5/8° METOL SNOB 0 IES^ O.C. ESA LLASON: EZ NG HINGE ELMSON: PE Sou6G AEINC AROUND = Q SOUND ATIENUAnON BATAS D EXISTING WALL 48"H STANLE5S STSTEEL, 16 G4 W&SE PLATE BO1H SIDES 121: OA O }'-0" 7'-0^ 1-3/4' SCWO HM M W NO FIRE RATING AN AND ANSI A117.1 -COMPLIANT LEVERS OR PULLS TO MATCH BUILDING STADARC Q WALL TO DECK NEW WALL TO fi" ABOVE CEILING ❑H DEADHOLT, DOOR STOP, CLOSER, AND SILENCERS TO MATCH BUILDING STANDARD 122: EXISTING ❑F 3'-0" 7'-0' 1-3/4' SM HM EXISTING DOOR AND FRAME 2 G.C. TO PROVIDE A FINISHED SYSTEM THAT GA BE COMPLETELY SECURED AFTER ® EXISTING WALL TO EXTENDED To DECK HOURS. PROVIDE SUBMITTAL TO HANGER C.M. Q ® NEW WALL TO DECK ❑j PASSAGE SET HALER: (6) HINGES 3-1/2' % 3-1/2" BB1279 US 26D - OR EQUAL ® NEW PARTIAL HEIGHT WALL STANLEY: LOCKSET QC -230 E 626 (ON ACTIVE LEAF) STANLEY: DUMMY LEVER QCU20 E 626 (ON INACDVE LEAF) q CLOSET PROVIDE FLUSH BOLTS TOP @ BOTTOM (INACTIVE LEAF) L p © PROVIDE DOOR SILENCERS 1 PASSAGE SET i 1 1 ❑K HAGER: (3) HINGES 3-1/2' % 3-1/2^ BB1279 US 26D - OR EQUAL d FF 1 122A I STANLEY: LOCKSET QC 2}0 E 626 C HAGER: FLOOR STOP 9202 US 260 - OR EQUAL BRUCE COAT HOOKS CENTERED ON INTERIOR SIDE OF DOOR 8 4'-0° A.F.F. E PROVIDE DOOR SILENCERS U = © PASSAGE SET Of 1 HAGER: (4) HINGE 3-1/2' % 3-1/2" BB1279 US 26D - OR EQUAL �J O 1 1 STANLEY: LOCKSET OM30 E 626 HAGER: FLOOR STOP 9202 US 260 - OR EQUAL PROVIDE COAL HOOKS CENTERED ON INTERIOR SIDE OF DOOR O 4'-D• A.F.F. T O QL LEASE UNE PROVIDE DOOR SILENCERS 2 / N W D V 1 1 1 1 ' 6 121: ADJACENT TENANT SPACE 4 4 IM mm� SEAL C SEE 1 14'-4" 5" 5'-0• 'n 5° 19'-5" ]' B'-0' 5" 19'-10 11 84 Mn B 10 _ A REV. CAm 0 A B 2 1 © 1 ® 9: GN --- 1 115: 115 1 LAMINATION 1 3: 9'-1 D' 3' -Gm 4.1'-4 Y 5'-0° 5 9'-3" 5•t 9'-B' J° B'-5""' 4 0" 15'-10' 3 A B SHOE B ® o -r B 10 11 A _ ir 11 A °I 1 m S EXAM 3 ® PEKING 2 111100 1108 t ��+ 1 120: ® el 1 1 3 ]A 6:Mo 18'-fi" 1'-0^ ]'-11° 5'-0° 12 -10° 3'-0° 2'-5^ 4'-0" 4'-0f 3'-3° 3'-0° 6'-1" 9'-5° h �_ CORRIDOR - ® } r e e I P2.1 1 I 110: o v m� � � 104: 2 0 0 0 1 I 5 10]: 111A M® 5 DAME 5 I I 1 112: 06/29fJ016 5'-0• 3' 5'-6• 3 5'-0" 1 RESTROOM 13 STORAGE PROJECT NO.: 16 4 MIMI A 1 e MACH CHECKED W. IG CUNICMN I� BREAK 111 B ® I I oe 2 DRAWN B: NR sHEE mLL: tosA to6A I T 5" 16'-D' 5' 5'-o' S ]'-6' i� r5mi 10'-0• ]• 10'-0 150 I8'-10° Zo R®M 1 LOSHETI mILI' 11 I ® 0 111 B FLOOR PLAN NORTH 11 01.1 LATCH SET \ OR CLOSES DOOR O # 0.—S SCHEDULED ®M Aa - DOORS h FRAMES 240X360 WELL ' KIT. PAINT TRIM O MATCH DOOR NAME l l l l l c ADA COMPLIANT - 1 1 1 1 1 1 1 ATCH SEL 1 C X 35w KICK PATE PUSH SIDE ELLASON ESD STRIP DOOR O 4T/WALL 1%4 WON CAP, 5-0 A.F.F. PANT PID3 2X4 WOOD STUD 5/5• GYP M h.. nPARTIAL HT WALL CAP 01.1 SCALP 1• = V-0• O ] A 48°H BASE PATE BOTH SIDES IAA• Ir` Is ADJACENT TENANT SPACE C REG- I Be 103 A I 26'-D° L- - - - - - - - - - - - - - - - FLOOR PLAN NOTES DOOR HARDWARE SET SCHEDULE DOOR SCHEDULE a o0 WALL TYPES 1. VERIFY ALL DIMENSIONS, CONDITIONS AND GRADES AT Joe SHE PRIOR A ODA AND ANSI A1nE .1-COMPLMNT LEVERS OR PULLS TO MATCH BUILDING STANDARD TAG TYPE W H T MAT. FWAE FELIPA(8 Q R -R TO COMMENCING WORK. ❑ DEADBOLT, DOOR STOP, AND SILENCERS TO MTCH BUILDING STANDARDw 'SOUND ATIENUAnON BAITS /8• GYP. BD. ON EACH SIDE INGERSOLL MND: FALCON 8200 SERIES AUMMAC OPENER 101: EXISTING ❑A 3'-0" 7'-0" 1-3/4° ALUM PLUM EXISTING DOOR AND EWE >: l5`m 9 2. VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND (2) WIRELESS PUSH HURON OPENERS F- 3 -518w O }_5/8• METOL SEEDS 0 I6" O.C. EQUIPMENT TO BE NRNISHED BY OWNER OR OTHERS WIN THE LGN: IDO6 SERIES ELECTRIC STRIKE OR EQUAL 102: OA ❑B 3-6" ]'-0^ 1-3/4° SCWD HM H ,F9 NO FIRE RATING MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING G.C. TO PROVIDE A FINISHED SYSTEM TMT CAN BE COMPLETELY SECURED AFTER HOURS. Q TO SAME IS BEGUN. PROVIDE SUBMITTAL TO HANGER C.M. 3: OA El 3'-0" 7'-0^ 1-3/40 SHM u c WALL HEIGHT TO 2 F 2 3. VERIFY SIZE AND LOCATION A ALL OPENINGS FOR MECHAIGAL PASSAGE SET 104: OA © 3-O" ]'-0" 1-a/4' SCWD HM Q dl 6° ABOVE CUUNG 5/8" GYP. BD. ON EACH 510E EQUIPMENT AND WORK WTIH ALL TRADER INVOLVED. ❑B (4) HINGES 3-1/2' % 3-1/2" BB1229 US 26D - OR EQUAL y HANGER: M1 An 2-1/2" METAL AU05 0 16 D.C. STANLEY: LOCKSET QCL23D E 626 105: OA ❑F 3'-0' 7'-0" 1-3/4' SCWD HM g_ SOUND ATTENUATION MT15 4. ERRORS AND/OR OMISSIONS IN ROOM, DOOR, AND WINDOW STANLEY: CLOSER ODC211 F 689 SINMA 8� SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING ER: FLOOR STOP 9202 US 260 - OR EQUAL 108: A E T-0^ 7-0^ 1-3/4' SM HM AIR GAP WORK SHOWN ON DRAWINGS OR DESCRIBED IN SPECIFIMTIONS. PROVIDE DOOR SILENCERSLAC Bm O 1077: 2-1/2" METAL STUDS 5. SEE REFLECTED CEIUNC PIAN NR ALL CEILING WORK INFORMATION.© HA551GE SET OA 1 3'-0" 7'-0" 1-3/4' SM HM O STAGGERED 0 16" O.C. HALER: (3) HINGES T23D E % 3-1/2' 8812779 US 260 - OR EQUAL 108: OA ❑F } _0" 7'-0' 1-3/4' SCWO HM Q9 NO FIRE RATING WALL HBGNT fi. SEE SHEEP A2.1 FOR INTERIOR ELEVATIONS. STANLEY: CLOSER QCL230 E 626 l7 TO DECK 5/8• GYP. 8D. ON EACH SIDE STANLEY: CLOSER OOC21I F 689 SN 110: © © 3'-0" 7'-0' 1' SCWD HM ELIASON SCP -6 DOOR NOTES PROVIDE FLOOR STOP 9202 US 2IN - OR EQUAL O 1 3-5/8• METAL SEEDS 9 16' O.C. PROVIDE COAs HOOKS CENTERED ON INTERIOR SIDE OF ODOR O 4'-D' AEF. 1108 EXISTING ❑H 3'-0" 7'-0' 1-3/40 ALUM PLUM EXISTING DOOR AND FRAME O 1. HARDWARE REQUIRED FOR ACCESSIBLE ODOR PASSAGE SHALL BE MOUNTED PROVIDE DOOR SILENCERS 111: OE ❑D 3'-0" ]'-0" 1-3/4° ROAD HM r SOUND ATIENUAnON BAITS NO HIGHER THAN 48° A.F.F. PASSAGE SET NEW 1 -HOUR DEMISING 2. H A DOOR HAS A CLOSER, AN THE SPOSI PERIOD OF THE ES.CLOSER THE SHALL D HALER: (3) HINGES }230 E % 3-1/2" 8812779 US 26D - OR EQUAL WALL TO DECK 8E ADJUSTED SO WANT FROM AN OPEN POSITION OF JO DEGREES, THE DOOR AANLEY: LOCKSET OCL2}p E 626 1118 EXISTING ❑H 3'-0' 7'-0" 1-3/40 ALUM PLUM EXISTING DOOR AND FRAME � UL #U419 E%ISHNG 1 -HR DEMISING WALL WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FRONT THE RAGES: FLOOR STOP 9202 US 26D - OR EQUAL 112: O ❑J 6'-0° 7'-0" 1-3/4° SCWD HM LATCH, MEASURED TO WE LEADING EDGE OF THE DOOR. PROVIDE DOOR SILENCERS W M AR GAP 3. THE MAX. FORCE FOR PUSHING OR BURNS OPEN A DOOR SMILE BE l5 14X15 KICK PALE EACH 510E (05260) IMSA O ❑ 4'-0" ]'-0" 1-3/4° VINYL - E :SON ESD Q <4;Q44. 2-1/2^ MEEAL STUDS 0 16" O.C. FOLLOWS: (A) INTERIOR HINGED DOORS: 5 LBF (2224) E PRIVACY SET Q SOUND ATTENUARON SAM (B) SLIDING OR FOLDING DOORS: 5 LBF (22.2N) ❑ HAGER: (3) HINGES 3-1/2' % 3-1/2^ BB12]9 US 26D - OR EQUAL 114: OE ❑0 3'-0" ]'-0" 1-3/4" SCWD HM u /8" W. BC. 4. PROVIDE NEW HARDWARE AT ALL DOORS (INCLUDING EXISTING) TO CONFORM STANLEY: LOCKSET QCT240 E 626 Ln co NO HIRE RATING WALL HEIGHT WH DOOR HARDWARE SET SCHEDULE ABOVE, U.N.O. HAGER: FLOOR STOP 9202 US 260 - OR EQUAL 115: ( ❑K 3'-0" 7'-0" 1-3/4" BOND HM Z W O 5. REUSE EXISTING DOORS WHEN POSSIBLE. TO DECK PROVIDE COAT HOOKS CENTERED ON INTERIOR 510E OF DOOR A 4'-0° A.F.F. fi. ALL DOOR HARDWARE TO BE LEVER -TYPE, PN51 117.1 COMPLIANT BRUCE DOOR SILENCERS 116: OA ❑ 3'-0" 7'-0" 1-1/4° SCWD HM O]. ALL COORS AND FRAAJAH PTO3 U.N.O. 5/8° GYP. M. ON EACH SIDE B. CONTRICTOq SHALL FIELD VERIFY CORRECT HEIGHT OF FLOOR STOPS AT EACH ❑E PASSAGE SET 1177: OA ❑K 3'-O" 7'-0^ 1-3/4° SM HM IZ W NQ FIRE RATING 2X4 0 16" O.C. DOOR PRIOR TO ORDERING HAGER: (3) HINGES 3-1/2' % 3-1/2^ BB1279 US 26D - OR EQUAL ID 9. All DOORS, KEYING, AND FRAMES WIN HANGER C.M. STANLEY: LOCKSET QCL230 E 626 1184 OA ❑F 3'-O" 7'-0^ 1-3/40 SCWD HM W m Q 5'-0' AFF 01.1 10.011 EXTERIOR DOOR SHALL PROVIDE WEATHER GASKERNG AND SWEEP. RAGES: FLOOR STOP 9202 US 26D - OR EQUAL UI Q _y 5/8• GYP. M. ON EACH SIDE PROVIDE DOOR SILENCERS 119: OA ❑K 3'-O" ]'-0" 1-a/4' SCWD HM ca O WALL LEGEND ©DOUBLE ACTING DOOR - Na LacicsEr Q H � 3-5/8° METOL SNOB 0 IES^ O.C. ESA LLASON: EZ NG HINGE ELMSON: PE Sou6G AEINC AROUND = Q SOUND ATIENUAnON BATAS D EXISTING WALL 48"H STANLE5S STSTEEL, 16 G4 W&SE PLATE BO1H SIDES 121: OA O }'-0" 7'-0^ 1-3/4' SCWO HM M W NO FIRE RATING AN AND ANSI A117.1 -COMPLIANT LEVERS OR PULLS TO MATCH BUILDING STADARC Q WALL TO DECK NEW WALL TO fi" ABOVE CEILING ❑H DEADHOLT, DOOR STOP, CLOSER, AND SILENCERS TO MATCH BUILDING STANDARD 122: EXISTING ❑F 3'-0" 7'-0' 1-3/4' SM HM EXISTING DOOR AND FRAME 2 G.C. TO PROVIDE A FINISHED SYSTEM THAT GA BE COMPLETELY SECURED AFTER ® EXISTING WALL TO EXTENDED To DECK HOURS. PROVIDE SUBMITTAL TO HANGER C.M. Q ® NEW WALL TO DECK ❑j PASSAGE SET HALER: (6) HINGES 3-1/2' % 3-1/2" BB1279 US 26D - OR EQUAL ® NEW PARTIAL HEIGHT WALL STANLEY: LOCKSET QC -230 E 626 (ON ACTIVE LEAF) STANLEY: DUMMY LEVER QCU20 E 626 (ON INACDVE LEAF) q CLOSET PROVIDE FLUSH BOLTS TOP @ BOTTOM (INACTIVE LEAF) L p © PROVIDE DOOR SILENCERS 1 PASSAGE SET i 1 1 ❑K HAGER: (3) HINGES 3-1/2' % 3-1/2^ BB1279 US 26D - OR EQUAL d FF 1 122A I STANLEY: LOCKSET QC 2}0 E 626 C HAGER: FLOOR STOP 9202 US 260 - OR EQUAL BRUCE COAT HOOKS CENTERED ON INTERIOR SIDE OF DOOR 8 4'-0° A.F.F. E PROVIDE DOOR SILENCERS U = © PASSAGE SET Of 1 HAGER: (4) HINGE 3-1/2' % 3-1/2" BB1279 US 26D - OR EQUAL �J O 1 1 STANLEY: LOCKSET OM30 E 626 HAGER: FLOOR STOP 9202 US 260 - OR EQUAL PROVIDE COAL HOOKS CENTERED ON INTERIOR SIDE OF DOOR O 4'-D• A.F.F. T O QL LEASE UNE PROVIDE DOOR SILENCERS 2 / N W D V 1 1 1 1 ' 6 121: ADJACENT TENANT SPACE 4 4 IM mm� SEAL C SEE 1 14'-4" 5" 5'-0• 'n 5° 19'-5" ]' B'-0' 5" 19'-10 11 84 Mn B 10 _ A REV. CAm 0 A B 2 1 © 1 ® 9: GN --- 1 115: 115 1 LAMINATION 1 3: 9'-1 D' 3' -Gm 4.1'-4 Y 5'-0° 5 9'-3" 5•t 9'-B' J° B'-5""' 4 0" 15'-10' 3 A B SHOE B ® o -r B 10 11 A _ ir 11 A °I 1 m S EXAM 3 ® PEKING 2 111100 1108 t ��+ 1 120: ® el 1 1 3 ]A 6:Mo 18'-fi" 1'-0^ ]'-11° 5'-0° 12 -10° 3'-0° 2'-5^ 4'-0" 4'-0f 3'-3° 3'-0° 6'-1" 9'-5° h �_ CORRIDOR - ® } r e e I P2.1 1 I 110: o v m� � � 104: 2 0 0 0 1 I 5 10]: 111A M® 5 DAME 5 I I 1 112: 06/29fJ016 5'-0• 3' 5'-6• 3 5'-0" 1 RESTROOM 13 STORAGE PROJECT NO.: 16 4 MIMI A 1 e MACH CHECKED W. IG CUNICMN I� BREAK 111 B ® I I oe 2 DRAWN B: NR sHEE mLL: tosA to6A I T 5" 16'-D' 5' 5'-o' S ]'-6' i� r5mi 10'-0• ]• 10'-0 150 I8'-10° Zo R®M 1 LOSHETI mILI' 11 I ® 0 111 B FLOOR PLAN NORTH 11 01.1 NOTES RCP LEGEND 1. CONTRACTOR SHALL VERIFY HXNRE QUANIRIES & ALSO ME PROPER ADIUSTMENTS FOR ANY CHANGES IN PIAN DUE TO ADDRIONAL REQUIREMENTS, LOCAL CODES, ETC. SYMBOL DESCRIPTION 2. FOR HVAC. PUN, SECTIONS, DULY LOCAnONS, SUPPLY AND RETURN ALR GRILL SIZES AND AODInONAL INFORMI SEE MECHANICAL SHEET. NEW 24'x49" ACOUSUC cOUNG GRID 3. ALL FIXTURES SHALL BE LOCATE➢ IN CENTER OF CEILING nLES U.N.D. 4. SEE ELECTRICAL SHEET FOR UGHIINC LAY-OUF REQUIREMENTS & ADOFIONAL INFORMATION. 5. DAMAGE TO EXISTING SPRAY HREPROOHNG SHALL BE REPAIRED AS REQUIRED AT ALL STRUCTURAL REAMS, COLUMNS, JOISTS, DECK. 6. PROVIDE SOUND SAM DIRECTLY ABOVE COLING ARE, ttP. THROUGHOUT. EXISTING 24'x49" ACCUSUC CLUNG GRID NEW 24'x48" FLUORESCENT LAY -IN HXIIIRE U19IINC 24'x48° FLUORESCENT LAY -IN HXNRE 4'X48' SURFACE MOUNT FLUORESCENT HXNRE 4"X24" SURFACE MOUNT FLUORESCENT HXNRE NEW EMERGENCY UGHF NEW EMERGENCY WHIP NEW EMERGENCY UGHF/FXF SIGN COMBO NEW FRF SIGN 24'X24' RETURN GRILLE NORTH J 1REFLECTED CEILING PLAN A1.2 SCALE 1/4' - 1'-0' a 9 NAW clan REFER TO FINISH SCHEDULE CLG01 REFER TO FINISH SCHEDULE V911100141ANII REM TO MECHANICAL SHEETS Q Ni r LL g� 2 gm ;` r m m Q N Do Z W O zi =) n U UZNj CC W r L Iy W0-6 m Z 2 0 Q M W_ n n n n W L a o �U mz a 2U W REFLECTED CEILING PLAN Al *2 IMM041016 PROJECT NO.: 16 4 CHECKED BY. IS DRAWN BG NCT REFLECTED CEILING PLAN Al *2 60' CIA. TURNING CIRC -7 56' X 60° CLEAR ROURE AREA ESU' DR. TURNING CIRCLE 56' X 60' CLEAR FIXTURE 30' X 4B° CLEAR FlXNRE. NORTH I + ENLARGED RESTROOM PLAN A2.1 SCALE: I/2" = 1'-0" B CBHNG +8'-10' AEF. AND DOORSIDI \ A \ i w B° f 1 _6 INSULATE 1 -6 _ A E EXPOSED B E E E PIPING DOM ELEVATIONS _ ,'_D• B CEILING +8CE A.F.F. IT IN 14 CHECK-IN WINDOW AY.1 SCALE: 1/2' = 1'-0' +8'-10' AF.F. OW941016 SHELVIN WINDOW III 5 PT03 TYP. ALL FRAMES A2.1 r RACK F.F. WALL MOUNTED UD BY HANGER, INSTALLED BY G.C. 18' AEF. BY T.V. AND MOUNTING BRACKET PRONGED 80 EGFR AND INSTALLED G.C. .LP/cru iur. Bun nnnac 'N I I/ 54 AF BOTTOM OF T.V. TO BE 54' OFF. +8'-10' AF.F. OW941016 SHELVIN WINDOW III 16094 SECTION A THE TOILET SEAT AND 36" MAX FROM THE REAR WALL) i1RECEPTION PLD1 'N / I/ - 1�am AI / A A2.1 SCALE 1/2° - 1'-0' 2'-0° 6'-3' / I/AI SCALE 3/e - 1'-0° AI A © HAND SANITIZER DISPENSER (PURELL NXT SPACE SAVER / I/ B PL01 COUMER, TYP. y ev � (BOTTOM OF TABLE MOUNTED AT 2'-4' A.F.F.) MODEL KB101-00 BY ROUNICK. OR APPROVED EQUAL. MIME PLDt NOTES I. STANDARD CABINET DEPTHS U.N.0: BASE CABINETS 24° W/ 6'-0° 10'_6• \ MOWER LOCATED BENEATH COUNTERTOP G.C. SHALL PROVIDE 2' MIN. DIA GROMMET W/ TRIM RING & CAP. E (PURE -1- NXi SPACE SAVER DISPENSER #2120-06 OR APPROVED EQUAL) AT EACH CAST, FITTING, AND GAIT ROOM. COORDINATE LOWON WITH HANGER C.M. 4. C.C. TO PROVIDE AND INSTALL SOAP DISPENSER ((IB -111 OR APPROVED EQUAL), PAPER TOWEL DISPENSER ($8-262 OR APPROVED EQUAL) IN EACH CAST ROOM. COORDINATE LOCATION WITH HANGER C.M. 5. ALL COUNTER SUBSTRATES SHALL BE 3/4' FURNITURE SHOP APPLIED GRADE PLYWOOD OVER 3/4' STRUCTURAL PLYWOOD STIC LAMINATE 01 AT Al 5. CONTRACTOR SHALL VERIFY THAT ALL RMRES AND ACCESSORIES COMPLY WITH DIMENSIONS SHOWN AND OSED EDGE T FlNISH FLOOR \ 2 WAMNG ROOM ELEVATK)NS A2.1 SCALE: 1/4' = 1'-0' e cEluNc AFF. PL02 WALL CABINETS SINK BASE CABINETS T FlNISH FLOOR D EXAM ROOM W/ SINK ELEVATION AL2, SCALE 1/4 - 1'-0° BCEILING m' AFF. PL02 WDLL CABINETS RASE CABINETS i FINISH FLOOR t0' -o' PL02 WALL CABINETS PIET COUNTER TOP PLO2 BASE CABINETS B EXAM ROOM ELEVATION AL2., SCALE 1/4 - 1•-0° T FlNISH FLOOR u A2.1 s �2.-10' A .t A MP) RECESS SUGASTSUNE XL -GC SERIES SUDING GLASS HARDWARE WITHIN COUNTER FP -W-11 SHOP APPLIED PLASTIC LAMINATE FEW -11 AT All 3/POSED EDGE 3/4" FURNITURE AND PLYW000 AT TOP ANO EDGES iLT/COUNTER i+2'-10" A.F.F. BRACE CORNER AS NECESSARY 3/4" STRUCTURAL GRADE PLYWOOD 3/B' X 2.5' A-36 STEEL BRACKET AT 8' O.C. MIN. PROVIDE BLOCKING AS REQ'D. PAINT TO MATCH WALL u s A2.1 A2.1 SIM. OW941016 SHELVIN WINDOW III 16094 SECTION A THE TOILET SEAT AND 36" MAX FROM THE REAR WALL) i1RECEPTION PLD1 'N / I/ - 1�am AI APPROVED EQUAL- (ALL OPERABLE PARIS AT 40" A.F.F. A A2.1 SCALE 1/2° - 1'-0' V / I/AI SCALE 3/e - 1'-0° AI A © HAND SANITIZER DISPENSER (PURELL NXT SPACE SAVER / I/ B PL01 COUMER, TYP. y ev s �2.-10' A .t A MP) RECESS SUGASTSUNE XL -GC SERIES SUDING GLASS HARDWARE WITHIN COUNTER FP -W-11 SHOP APPLIED PLASTIC LAMINATE FEW -11 AT All 3/POSED EDGE 3/4" FURNITURE AND PLYW000 AT TOP ANO EDGES iLT/COUNTER i+2'-10" A.F.F. BRACE CORNER AS NECESSARY 3/4" STRUCTURAL GRADE PLYWOOD 3/B' X 2.5' A-36 STEEL BRACKET AT 8' O.C. MIN. PROVIDE BLOCKING AS REQ'D. PAINT TO MATCH WALL u s A2.1 A2.1 SIM. A2.1 (TYP) B SUDING GLASS PANELS 5 5 PN3 ACCESSORY KEY PLUMBING SECS..) A2.1 p2,1 NP. PLL FRAMES BOOR SIM. ANO ODORS OA RAN - 250 LBF. MIN., (33 -MIN. 36'MAX HEIGHT) BOBRICK WASHROOM EQUIPMENT INC PRCNDE WE OW941016 SHELVIN WINDOW III 16094 SECTION THE TOILET SEAT AND 36" MAX FROM THE REAR WALL) i1RECEPTION PLD1 'N COUNTER - 1�am DETAIL APPROVED EQUAL- (ALL OPERABLE PARIS AT 40" A.F.F. A2.1 SCALE 1/2° - 1'-0' O SANITARY NAPKIN DISPOSA4 SURFACE MOUNTED (30' A21 A2.1 (TYP) B SUDING GLASS PANELS 5 5 PN3 ACCESSORY KEY PLUMBING SECS..) A2.1 p2,1 NP. PLL FRAMES BOOR SIM. ANO ODORS OA RAN - 250 LBF. MIN., (33 -MIN. 36'MAX HEIGHT) BOBRICK WASHROOM EQUIPMENT INC PRCNDE WE aj c (OMR IN SIM.) pL01 SHOP APPLIED PVSTIC LAMINATE B01 AT ALL EXPOSED EDGES 3/4' FURNITURE GRADE PLYWOOD AT TOP PND FROM EDGE 3/4' STRUCTURAL GRADE PLYWOOD I 1RECEPTION OW941016 SHELVIN WINDOW OD TOILLT TISSUE DISPENSER, SURFACE MOUNTED (19' 16094 SECTION THE TOILET SEAT AND 36" MAX FROM THE REAR WALL) i1RECEPTION PLD1 'N COUNTER COUNTER - Nil DETAIL APPROVED EQUAL- (ALL OPERABLE PARIS AT 40" A.F.F. A2.1 SCALE 1/2° - 1'-0' O SANITARY NAPKIN DISPOSA4 SURFACE MOUNTED (30' A21 SCALE 3/e - 1'-0° - © HAND SANITIZER DISPENSER (PURELL NXT SPACE SAVER DISPENSER {'2120-06 OR APPROVID EQUAL) PROVIDED B AND INSTAL y ev � (BOTTOM OF TABLE MOUNTED AT 2'-4' A.F.F.) MODEL KB101-00 BY ROUNICK. OR APPROVED EQUAL. MIME NOTES I. STANDARD CABINET DEPTHS U.N.0: BASE CABINETS 24° W/ 25° COUNTER, UPPER CABINEIS 150. 2. WHEN POWER, TEEPHONE, OR DATA RECEPTACLES ARE LOCATED BENEATH COUNTERTOP G.C. SHALL PROVIDE 2' MIN. DIA GROMMET W/ TRIM RING & CAP. 3. G.C. TO PROVIDE AND INSTALL HANG SANIRZER DISPENSER (PURE -1- NXi SPACE SAVER DISPENSER #2120-06 OR aj c (OMR IN SIM.) pL01 SHOP APPLIED PVSTIC LAMINATE B01 AT ALL EXPOSED EDGES 3/4' FURNITURE GRADE PLYWOOD AT TOP PND FROM EDGE 3/4' STRUCTURAL GRADE PLYWOOD I 1RECEPTION OW941016 SHELVIN WINDOW OD TOILLT TISSUE DISPENSER, SURFACE MOUNTED (19' 16094 SECTION THE TOILET SEAT AND 36" MAX FROM THE REAR WALL) i1RECEPTION PLD1 'N COUNTER COUNTER - RECEPTACLE MODEL OB -4369 BY BOBRICK, OR DETAIL APPROVED EQUAL- (ALL OPERABLE PARIS AT 40" A.F.F. A2.1 SCALE 1/2° - 1'-0' O SANITARY NAPKIN DISPOSA4 SURFACE MOUNTED (30' A21 SCALE 3/e - 1'-0° APPROVED EQUAL. PROVIDED AND INSTALLED BY G.C. B CENNG i FINISH FLOOR 0'-0' SHELVING WALL STANDARD, M. PID1 OW941016 SHELVIN OD TOILLT TISSUE DISPENSER, SURFACE MOUNTED (19' 16094 A.F.F. MIN TO C4 WITHIN 12' OF IDE FRONT EDGE OF THE TOILET SEAT AND 36" MAX FROM THE REAR WALL) IS PLD1 'N PROVIDED AND INSTALLED BY G.C. COUNTER - RECEPTACLE MODEL OB -4369 BY BOBRICK, OR APPROVED EQUAL- (ALL OPERABLE PARIS AT 40" A.F.F. MAX) PROVIDED AND INSTALLED BY C.C. O SANITARY NAPKIN DISPOSA4 SURFACE MOUNTED (30' MAX. HEIGHT) MODEL JB -2I0 BY BOBRICK, OR APPROVED EQUAL. PROVIDED AND INSTALLED BY G.C. © HAND SANITIZER DISPENSER (PURELL NXT SPACE SAVER DISPENSER {'2120-06 OR APPROVID EQUAL) PROVIDED B AND INSTAL y ev � Y Y B CLINICIAN'S OFFICE ELEVATION Az.1 SHE: 1/4' = 1'-0' 5 GAL. PIASTER TRAP (REFER TO PLUMBING) FIBESINK SUPPLIED a INSTALLED ALLEo ar C.C. RELOCATED BENCHES FROM 2'-0" EXISTING HANGER SPACE 2 PLASTER ROOM ELEVATION AL2., SCALE 1/4° - 1'-0' 1-1/2w MOF COUNTERTOP WITH PLO1 ON TOP AND EB01 ON EDGES DRAWER PULL TO MATCH FINISH CABINET HARDWARE 3/4' PLYWOOD BOTTOM WITH MELAMINE ON TOP FACE AND ON EXPOSED EDGE REpUIRED BLOCKING, QUANTITY PND DIMENSIONS AS INDICATED IN THE DRAWINGS OR AS REQUIRED BY IDE GOVERNING CODE. THE BAR SHALL BE 1-1/2° IN DIAMETER AND MOUNTED WIN 1-1/2° CLEARANCE MOM IDE WALL. PROVIDED AND INSTALLED BY G.C. O HAND SOAP DISPENSER, SURFACE MOUTNTED (40' MAX. HEIGHT) MODEL #8-2111 BY HOBRICK, OR APPROVED EQUAL. PROVIDED AND INSTALLED BY G.C. © MIRROR (BOTTOM OF REFLECTNE SURFACE a 40' MAX. HEIGHT) MODEL AV8-165-1886 (18'x36') STAINLESS STEEL CHANNEL FRAME MIRROR WITH THEFT RESISTAW SCREWS BY BOBRICK, OR APPROVED EQUAL PROVIDED NO INSTALLED BY GC 3/4' FURNITURE GRADE PLYWOOD AT TOP AND �ii C0U FROM EDGE +2'A.F.F. 3/4' STRUCTURAL GRADE PLYWOOD NOTE: INTERIOR MILLWORK GRACE: COMPLY WITH AWI'S °ARCHITECTURAL STANDARDS' FOR THE FOLLOWING GRADE: CUSTOM - FOR ALL INTERIOR ARCHITECTURAL WOODWORK, CASE GOODS, CONSTRUCTION, FINISHES AND OTHER REQUIREMENTS. 9 COUNTER DETAIL A21 SCALE 3/4' _ ,'-D' 3 BREAK ROOM ELEVATM A2.1 SCALE: 1/4° - 1'-0° 2 X 4 WOOD STRETCHERS AT 2'-0" O.C. n 4 CASEWORK DETAIL AL2., SCRIP 3/4' _ ,'-0' 3 4' HARDWOOD WEB MAME/ORAWER STOP PLOP ON EXPOSED FACE AND EDGES - 3/4' PLYWOOD HICKSPLASH WIN PL01 ON FACE, TOP AND EXPOSED SIDE EDGE - 3/4 X 2-1/2" HARDWOOD WEB FRAME, TYP. - 1/2' HARDWOOD DRAWER BACK AND SIDES WITH MELAMINE FACE AND TOP EDGES, TYP. - SIDE MOUNTED DRAWER SLIDES. TYP. - 1/4' PLYWOOD BACK WIN MELAMINE FACE - MEIAMINE ON INTERIOR SURFACES 3/4' PLYWOOD DOOR WITHPL02 ON FACES PALO E 002 ON EDGES 3/4' HARDWOOD STOP FRAME WITH PL01 ON EXPOSED FACE ANO EBC2 BOTTOM EDGE 3/4' HARDWOOD APRON WlmPL02 ON — EXPOSEB FACE AND EBC3 BOTTOM EDGE SINK AND FAUCET WHERE SHOWN ON PLAN, - REFER TO PLUMBING SHEETS 1-1/2" MDF COUNTERTOP WITHPL01 ON - MR ANDFEN-11 ON EDGES .LT/COUNTER +2'-10- ALL BRUSHED CHROME WIRE PULLS, TYP. — PIASTER TRAP, REFER TO PLUMBING — SHEETS (OMIT IN SIM) 3/4' PLYWOOD DOOR WITHPL02 ON FACES PND EB03 ON EDGE 3/4' PLYWOOD BOTTOM WITH MELAMINE ON TOP FACE AND FEM2ON EXPOSED EDGE 2 X 4 WOOD STRETCHERS AT 2'-0° O.C. 5 CASEWORK DETAIL 3/4' PLYWOOD TOP WITH MELAMINE ON BOTTOM FACE AND FEB027 ON FRONT EDGE 3/4' X 2 1/2" HARDWOOD BACK WEB FRAME FASTENED TO STUDS 1/4" PLYWOOD BACK WITH MELAMINE FACE RECESSED SHELF STANDARDS 1° PLYWOOD SHELVES, PROVIDE MELAMINE FlNISH TOP & BOTTOM, FRONT AND BACK EDGES 3/4' PLYWOOD BOTTOM WITH MELAMINE TOP FACE 3/4" PLYWOOD BA,CKSPLASH WITH FRIEOT 1 ON FACE, TOR AND EXPOSED SIDE EDGE 3/4" X 2-1/2" HARDWOOD WEB FRAME, EYP. HARDWOOD WEB FRAME 3/4" HARDWOOD WEB FRAME PL02 ON EXPOSED FACE AND EDGES 1/4° PLYWOOD HACK WITH MELAMINE FACE 3/4" HARDWOOD STOP FRAME WITH FPL -021 ON EXPOSED FACE ANO EDGES MELAMINE ON INTERIOR SURFACES LINE OF STOP FRAME Q --2 rs r —XI LL c2 A i Lp � 2 8BID 0 Lu rn Lu F+f Q N co zW O Zi D n U U z L W r ur W _m�yy Z = SJ 0 Q M W_ n n W i a O Cu C v 0 2U W OW941016 A . OD TOILLT TISSUE DISPENSER, SURFACE MOUNTED (19' 16094 A.F.F. MIN TO C4 WITHIN 12' OF IDE FRONT EDGE OF THE TOILET SEAT AND 36" MAX FROM THE REAR WALL) IS MODEL IB -2888 BY BOBRICK, OR APPRDV EQUAL NCT PROVIDED AND INSTALLED BY G.C. O RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE MODEL OB -4369 BY BOBRICK, OR APPROVED EQUAL- (ALL OPERABLE PARIS AT 40" A.F.F. MAX) PROVIDED AND INSTALLED BY C.C. O SANITARY NAPKIN DISPOSA4 SURFACE MOUNTED (30' MAX. HEIGHT) MODEL JB -2I0 BY BOBRICK, OR APPROVED EQUAL. PROVIDED AND INSTALLED BY G.C. © HAND SANITIZER DISPENSER (PURELL NXT SPACE SAVER DISPENSER {'2120-06 OR APPROVID EQUAL) PROVIDED AND INSTAL ED BY G.C. VERTICAL WALL MOUNTED BABY CHANGING TABLE. O (BOTTOM OF TABLE MOUNTED AT 2'-4' A.F.F.) MODEL KB101-00 BY ROUNICK. OR APPROVED EQUAL. PRUNING AND INSTALLED BY G.C. NOTES I. STANDARD CABINET DEPTHS U.N.0: BASE CABINETS 24° W/ 25° COUNTER, UPPER CABINEIS 150. 2. WHEN POWER, TEEPHONE, OR DATA RECEPTACLES ARE LOCATED BENEATH COUNTERTOP G.C. SHALL PROVIDE 2' MIN. DIA GROMMET W/ TRIM RING & CAP. 3. G.C. TO PROVIDE AND INSTALL HANG SANIRZER DISPENSER (PURE -1- NXi SPACE SAVER DISPENSER #2120-06 OR APPROVED EQUAL) AT EACH CAST, FITTING, AND GAIT ROOM. COORDINATE LOWON WITH HANGER C.M. 4. C.C. TO PROVIDE AND INSTALL SOAP DISPENSER ((IB -111 OR APPROVED EQUAL), PAPER TOWEL DISPENSER ($8-262 OR APPROVED EQUAL) IN EACH CAST ROOM. COORDINATE LOCATION WITH HANGER C.M. 5. ALL COUNTER SUBSTRATES SHALL BE 3/4' FURNITURE SHOP APPLIED GRADE PLYWOOD OVER 3/4' STRUCTURAL PLYWOOD STIC LAMINATE 01 AT Al 5. CONTRACTOR SHALL VERIFY THAT ALL RMRES AND ACCESSORIES COMPLY WITH DIMENSIONS SHOWN AND OSED EDGE CORRECT AS NECESSARY 3/4' FURNITURE GRADE PLYWOOD AT TOP AND �ii C0U FROM EDGE +2'A.F.F. 3/4' STRUCTURAL GRADE PLYWOOD NOTE: INTERIOR MILLWORK GRACE: COMPLY WITH AWI'S °ARCHITECTURAL STANDARDS' FOR THE FOLLOWING GRADE: CUSTOM - FOR ALL INTERIOR ARCHITECTURAL WOODWORK, CASE GOODS, CONSTRUCTION, FINISHES AND OTHER REQUIREMENTS. 9 COUNTER DETAIL A21 SCALE 3/4' _ ,'-D' 3 BREAK ROOM ELEVATM A2.1 SCALE: 1/4° - 1'-0° 2 X 4 WOOD STRETCHERS AT 2'-0" O.C. n 4 CASEWORK DETAIL AL2., SCRIP 3/4' _ ,'-0' 3 4' HARDWOOD WEB MAME/ORAWER STOP PLOP ON EXPOSED FACE AND EDGES - 3/4' PLYWOOD HICKSPLASH WIN PL01 ON FACE, TOP AND EXPOSED SIDE EDGE - 3/4 X 2-1/2" HARDWOOD WEB FRAME, TYP. - 1/2' HARDWOOD DRAWER BACK AND SIDES WITH MELAMINE FACE AND TOP EDGES, TYP. - SIDE MOUNTED DRAWER SLIDES. TYP. - 1/4' PLYWOOD BACK WIN MELAMINE FACE - MEIAMINE ON INTERIOR SURFACES 3/4' PLYWOOD DOOR WITHPL02 ON FACES PALO E 002 ON EDGES 3/4' HARDWOOD STOP FRAME WITH PL01 ON EXPOSED FACE ANO EBC2 BOTTOM EDGE 3/4' HARDWOOD APRON WlmPL02 ON — EXPOSEB FACE AND EBC3 BOTTOM EDGE SINK AND FAUCET WHERE SHOWN ON PLAN, - REFER TO PLUMBING SHEETS 1-1/2" MDF COUNTERTOP WITHPL01 ON - MR ANDFEN-11 ON EDGES .LT/COUNTER +2'-10- ALL BRUSHED CHROME WIRE PULLS, TYP. — PIASTER TRAP, REFER TO PLUMBING — SHEETS (OMIT IN SIM) 3/4' PLYWOOD DOOR WITHPL02 ON FACES PND EB03 ON EDGE 3/4' PLYWOOD BOTTOM WITH MELAMINE ON TOP FACE AND FEM2ON EXPOSED EDGE 2 X 4 WOOD STRETCHERS AT 2'-0° O.C. 5 CASEWORK DETAIL 3/4' PLYWOOD TOP WITH MELAMINE ON BOTTOM FACE AND FEB027 ON FRONT EDGE 3/4' X 2 1/2" HARDWOOD BACK WEB FRAME FASTENED TO STUDS 1/4" PLYWOOD BACK WITH MELAMINE FACE RECESSED SHELF STANDARDS 1° PLYWOOD SHELVES, PROVIDE MELAMINE FlNISH TOP & BOTTOM, FRONT AND BACK EDGES 3/4' PLYWOOD BOTTOM WITH MELAMINE TOP FACE 3/4" PLYWOOD BA,CKSPLASH WITH FRIEOT 1 ON FACE, TOR AND EXPOSED SIDE EDGE 3/4" X 2-1/2" HARDWOOD WEB FRAME, EYP. HARDWOOD WEB FRAME 3/4" HARDWOOD WEB FRAME PL02 ON EXPOSED FACE AND EDGES 1/4° PLYWOOD HACK WITH MELAMINE FACE 3/4" HARDWOOD STOP FRAME WITH FPL -021 ON EXPOSED FACE ANO EDGES MELAMINE ON INTERIOR SURFACES LINE OF STOP FRAME Q --2 rs r —XI LL c2 A i Lp � 2 8BID 0 Lu rn Lu F+f Q N co zW O Zi D n U U z L W r ur W _m�yy Z = SJ 0 Q M W_ n n W i a O Cu C v 0 2U W INTERIOR ELEVATIONS All OW941016 PROJECT NO.: 16094 CHECKED BY: IS DRAWN BY: NCT INTERIOR ELEVATIONS All SOLID CORE WOOD DOI EDGE OF DOOR FRAME BEYOND EDGE OF WALL BEYONE L�IN9a R SOLID CORE MWD 000 EDGE OF DOOR FRAME BEYOND JOHNSONITE CARPET TO VINYL EDGE OF WALL BEYOND TILE FLOOR ADAPTOR. GLUE DOWN TRANSIDON STRIP WITH CARPET —SAFE CONTACT CEMENT, POWER TAPE OR SILICONE ADHESIVE. TS -1 VINYL TRE EPDXY 2 CARPET LE TRANSMON DETAIL A2.Y SCALE 6' = 1'-0' 3 EPDXY TILE TRANSMON DETAIL A2.Y SCALE' 6' = 1'-0' L 1. AT FINISHES TO BE APPLIED PER MANUFACTURER'S SPECIFICATION. 2. PNM TO BE AS SPECIFIED ABOVE, NO EXCEPNONS. 3. SEMI—GLOSS FINISH TO BE USED ON ALL DOORS, DOOR FRAMES, PANTED WOOD, AND WALL IN WASHROOMS. 4. REFER TO ELEVATIONS FOR SPECIFIC FINISH LOCATIONS. 5. ABSOLUTELY NO SUBSIIRITIONS WILL BE PERMITTED FOR SPECIFIED MATERIALS UNLESS WRITTEN APPROVAL IS OBTAINED FROM OWNER OR ANCHDECT. 6. G.C. IS RESPONSIBLE FOR OBTAINING AND FOLLOWING MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND FlNISH REQUIREMENTS AS PRONDED BY PRODUCT MANUFACTURERS OHNSONITE VINYL TLE FLOOR ]. All FINISHES FURNISHED & INSTALLS BY G.C. U.N.O. 0 CONCRETE FLOOR REDUCER. B. ALL DRYWALL TO BE FINISHED TO LEVEL 5 :LUE DOWN TRANSITION STRIP ATH POWER TAPE OR SILICONE BEENE. TS -2 1NYL TLE CLOSET Timm MPNI RB01 a WALLS STORAGE PD1 VPI01 FR -W-1 ALL WALLS GENERAL NOTES TAG DESCRIPRON MANUFACTURER SPECIFICATON REMARKS Fm -11 PAM SHERWIN WILLIAMS EGGSHELL FINISH 'SIMPLE PRIMaRY PAINT COLOR fi g COLOR: HAZE GRAY COLOR: SW/021 WHILE' SO1 PT02 PANT SHERWIN WIILIAMS EGGSHELL FINISH "FUNCTIONAL SECONDARY PANT COLOR (ACCENT) SHELF MNYL 2 COLOR: H831J TONE' COLOR: 5X1024 GRAY 7P01 PUSDC LAMINATE PAM SHERWIN WILLIAMS SEMI—GLOSS FINISHPi03 'RACKDROP' DOOR AND FBNWE PANT COLOR PUSRC LAMINATE WIISONART WINDSWEPT PEWEER 4795-60 COLOR: SW/025 Rm FF -04-1 PAM SHERWIN WIILIAMS SOLID CORE MWD 000 EDGE OF DOOR FRAME BEYOND JOHNSONITE CARPET TO VINYL EDGE OF WALL BEYOND TILE FLOOR ADAPTOR. GLUE DOWN TRANSIDON STRIP WITH CARPET —SAFE CONTACT CEMENT, POWER TAPE OR SILICONE ADHESIVE. TS -1 VINYL TRE EPDXY 2 CARPET LE TRANSMON DETAIL A2.Y SCALE 6' = 1'-0' 3 EPDXY TILE TRANSMON DETAIL A2.Y SCALE' 6' = 1'-0' L 1. AT FINISHES TO BE APPLIED PER MANUFACTURER'S SPECIFICATION. 2. PNM TO BE AS SPECIFIED ABOVE, NO EXCEPNONS. 3. SEMI—GLOSS FINISH TO BE USED ON ALL DOORS, DOOR FRAMES, PANTED WOOD, AND WALL IN WASHROOMS. 4. REFER TO ELEVATIONS FOR SPECIFIC FINISH LOCATIONS. 5. ABSOLUTELY NO SUBSIIRITIONS WILL BE PERMITTED FOR SPECIFIED MATERIALS UNLESS WRITTEN APPROVAL IS OBTAINED FROM OWNER OR ANCHDECT. 6. G.C. IS RESPONSIBLE FOR OBTAINING AND FOLLOWING MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND FlNISH REQUIREMENTS AS PRONDED BY PRODUCT MANUFACTURERS OHNSONITE VINYL TLE FLOOR ]. All FINISHES FURNISHED & INSTALLS BY G.C. U.N.O. 0 CONCRETE FLOOR REDUCER. B. ALL DRYWALL TO BE FINISHED TO LEVEL 5 :LUE DOWN TRANSITION STRIP ATH POWER TAPE OR SILICONE BEENE. TS -2 1NYL TLE CLOSET Timm MPNI RB01 a WALLS STORAGE PD1 VPI01 FR -W-1 ALL WALLS GENERAL NOTES TAG DESCRIPRON MANUFACTURER SPECIFICATON REMARKS Fm -11 PAM SHERWIN WILLIAMS EGGSHELL FINISH 'SIMPLE PRIMaRY PAINT COLOR fi g COLOR: HAZE GRAY COLOR: SW/021 WHILE' SO1 PT02 PANT SHERWIN WIILIAMS EGGSHELL FINISH "FUNCTIONAL SECONDARY PANT COLOR (ACCENT) SHELF MNYL 2 COLOR: H831J TONE' COLOR: 5X1024 GRAY 7P01 PUSDC LAMINATE PAM SHERWIN WILLIAMS SEMI—GLOSS FINISHPi03 'RACKDROP' DOOR AND FBNWE PANT COLOR PUSRC LAMINATE WIISONART WINDSWEPT PEWEER 4795-60 COLOR: SW/025 Rm FF -04-1 PAM SHERWIN WIILIAMS EGGSHELL FINISH 'KNOCKOUT SECONDARY PNM COLOR (ACCENT) PLWC LAMINATE WILSONART SHADOW NIS COLOR: 5X66&5 ORANGE' Fffl-011 7F05 PANT SHERWIN WILLIAMS SEMI—GLOSS FINISH 'SIMPLE PRIMARY PAINT FOR UB/)VORKSHOP PVC EDGE BANDING WIMSONARr WINDSWEPT PEWMEN 4795—W COLOR: SW/021 WHILE WALLS PTO6 PANT SHERWIN WILLIAMS MATTE FlNISH 'SIMPLE PRIMARY PAINT FOR GYP. BO COLOR: 63 BURNT UMBER° COLOR: 5X1021 WHILE COUNGS, AND HEADERS, CLG01 ACOUSTIC ALL ARMSTRONG FINE RESIDED SECOND LOOK II — 24 X 46 WITH DONN DX/DXL GRID MATCH ewLOMc STANDARDS WHEN NO STANDARD EXISTING SUPPLIED AND INSTALLED BY GC. SPECIFY SILVER—SATIN FINISH F-2 FINISH CABINET PULLS INSTALLED MONOLITHIC4LY (NO ac K-0-1 1 CARPET SHAW SIZE: 24" x 24" STYLE: NO UNITS OLE J01M ROTATION OF TLES) SPECIFY BRUSH CHROME FINISH TU -1 TRANSITION STRIP CONTACT' GTA—XX—A CARPET TO MNYL COLOR: 69703 "BORDER' ERIN SULLIVAN (43) 745-1662 COLOR: 63 BURNT UMBER FM -21 TRANSITIONSTRIPSTRIP enn.sullivan®showinc.com VPIO1 I MNYL PUNK TILE I WIN SIZE: 4' x 36" 00 NOT APPLY WN( FINISH. STYLE: SPATIA CONTACT: COLOR: SS5W2M3 "FEATURED OAK" BETH RENOIR (]13)36]-3990 heU_benoifWmonningfon.com EPX01 EPOY COATING SHERWIN WILLIAMS ARMumbnAF IMU Hs T fi g COLOR: HAZE GRAY 88 SO1 HEAT NEEDED ARMSTRONG STYLE: MEDINTONE 'NATURAL 6" FLASH COVE UP WALL g� SHELF MNYL 2 COLOR: H831J TONE' FOR RESTROOMS 7P01 PUSDC LAMINATE FORMICA PLATINUM 902—M ALL COUNTTOTIOPS FPW-21 PUSRC LAMINATE WIISONART WINDSWEPT PEWEER 4795-60 BASE AND UPPER CABINETS, SIDES Rm AND DOORS EPPM-3-1 PLWC LAMINATE WILSONART SHADOW NIS Fffl-011 PVC EDGE RANGING FORMICA PLATINUM 902 7EB-02-1 PVC EDGE BANDING WIMSONARr WINDSWEPT PEWMEN 4795—W 1. USE PRE—MNF. MILLWORK WHEN POSSIBLE. MELAMINE OK ON INTERIORS ONLY. 2. ALL CORNERS AND CODES OF BANDING ARE TO BE THOROUGHLY SOFIENEO/TRIMMED IN ORDER TO PREVENT CUTS TO PAPENTS, PEDIATRICS, AND EMPLOYEE RB01 4' COVE JOHNSONIIE COLOR: 63 BURNT UMBER° RUBBER WE F-1 FINISH DOOR AOA COMPLIANT MATCH ewLOMc STANDARDS WHEN NO STANDARD EXISTING SPECIFY SILVER—SATIN FINISH F-2 FINISH CABINET PULLS AAA COMPLIANT MATCH BUILDING STANDARDS WHEN NO STANDARD EXIONG SPECIFY BRUSH CHROME FINISH TU -1 TRANSITION STRIP JOHNSONIIE GTA—XX—A CARPET TO MNYL COLOR: 63 BURNT UMBER FM -21 TRANSITIONSTRIPSTRIP JOHNSONITE EPO)O TO NNri COLOR: 63 BURNT UMBER FVW-71 WINDOW COVERING MATCH MATCH BUILDING STANDARD �ANMB^ILDING YIMT CLOSET PTUt I C� PTU1 GAIT PLASTER VPTU1 VPNI ® IM WATION ,14 RB -01-1A11 WALLS MPN1 ALL WALLS � EPX01 EPX01 RB01 LLS RB01 ALL WALLS ALL WALLS W-1 I ALL WINDOWS ETCH EXAM P101 PN1 — © FEEING SHOE RR-WT A W,WTimm VP101 ALL S RB01 ROOM ALL WADS ALL WALLS E 3 f 2 Ez�3 LAa `�,v.=�`�. `,'� 2 CORRIDOR y MOST Twil V01, /ORIENTATON OF FLOORING Ilk ALL FIR -M-1 2 2FRO-0-1 W ALLWALLS ALL WIINN00'NS tI*«,4`'t+yt'4''"=«'t`4=''««_."«""`<«;`*t.«..«:,"«_«"«.«:« , < 1 «« « tfF4 «It 1. Ilk �r . « "3 ` RESTROOM ": CPEO,+«,=+,`««+` RUN FLOORING 6' B01 R MIN. UP WALL BREAK « W« 1 +" `CLNICLdN1 I : ="4« +««' ` `, ' `<. <" ATOS ,:«,'. ,,«`., « "« t . STORAGE W F VP 01 "«ML = «" GPTU1 QOWS « ". _" « ReD1 MACH 0 PT05 «, RBA, ` RESTROOM 0 ALL WALLS FP%01 CLOSET 0 +� «MLS ® ® IiB3, ® ALL WALLS 6Ta01 VPTU1 RUN FLOORING 6' ALL WALLS kkI III I IkK kk I IlIkk, k IlkI :k: k k 9II -xk kXkIk Ix k k I k Ik kkk k Ik I Ikk kk kk :k I. I K kII k k k kk kI- :k k xI k kK Ik , k- kI k k :Ikk k l - Ik",I k I `Xx k :k kI RB01 MIN. UP WALL •","`««`,""k««"«"+«"`< ALL WALLS W—i '�1<".•«•.`,`'««","."«"«=t.".'«««"'4, =`4 i.«".`««"«..`*,`4,.«"<«``««"«`""««='�C='«.""'«.`«_«".«<<"<"�.'«.`,""Y .`'.`,``."««"«"«+««":«'<<"<"."«r-" « ALL WINDOWS NORTH I�FLQQR FINISH PLAN A2.2 6GALE 1/4' = 1'-0' M® Mai FIT 9-0-11 ALL WALLS a -o= T fi g r 88 LL g� 2 €= dy � AR 2 Rm O r r LLJ m m Q li N fb Z W O zi :) n U U Z r-4Lu CC LU Lu W m 0 ca Z 2 Q Q M W n n i a o �U C v O 2U W i DATE O6l19fJ016 PROJECT NO.: 16424 CHECKED BY: IS DRAWN BY: NEE SHEET TITLE: FLOOR FINISH PLAN SHEET NO.: A2W2 PLUMBING SPECIFICATION GENERAL SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. SITE EXAMINATION THE PLUMBING CONTRACTOR SHALL THOROUGHLY EXAMINE ALL MEAS WHERE FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTATED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ASMI, ASTM, UL, NEI^ MSI, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHAT BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWNGS/SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STM SHAT APPLY. THE MECHANICAL CONTRACTOR SHAT SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WM40UT MY EXTRA COST TO LICENSEE. PERMITS AND FEES THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMRETE THE PLUMBING WORK. WARRANTY THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT Al WORK TO FREE OF DEFECTSTERIAL AND WORKMANSHIP FOR PERIOD OFAND BONE T1) YEAR FROM ITHEHADATE OFF FINAL ACCEPTANCE BY A LICENSED W! REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPILY AND WM40UT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. PIPING PENETRATIONS AND SLEEVES ALL PENETRATIONS ME TO BE DRILLED AND SLEEVES INSTALLED. ALL SLEEVES ME TO EXTEND A MINIMUM OF 2" A.F.F. SOIL, WASTE AND VENT PIPING SOIL, WASTE AND VENT PIPING 10" AND SMALLER SHAT BE SERVICE WEIGHT, HURESS, CAST IRON PIPE AND FITTNGS WITH NEOPRENE GASKET AND STAINLESS STEL SHIELD AND CLAMP. PROVIDE HUB -TYPE PIPE AND FTTTNGS BELOW GRADE WHERE REWIRED BY LOCAL CODES. SCHEDULE 40 ABS OR PVC PIPE AND FTTINGS WITH SOLVENT WELD MAY BE SUBSTITUTED FOR SOIL, WASTE AND VENT PIPING ABOVE AND BELOW GRADE IF ALLOWED BY LOCAL AUTHORITY. HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4 INCH PER FOOT WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8' PER FOOT. COORDINATE WITH LOCAL AUTHORITIES FOR DRAINAGE REOU EMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE TO FLOOR DRAINS. PROVIDE PIPED DRAIN TO SANITARY IF REQUIRED BY LOCAL JURISDICTION. DOMESTIC WATER PIPING DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE COPPER TUBE WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH LEAD FREE SOLDER. PROVIDE TYPE "L" COPPER TUBE FOR ALL SERVICES. COMPRESSED AR AND VACUUM PROVIDE TYPE 1" COPPER TUBE WITH WROUGNT COPPER SWEAT FTTTNGS JOINED WITH SOLDER JOINTS. NATURAL GAS PIPING GAS PIPING SHALL BE SCHEDULE 40, SEAMLESS, BACK STEL PIPE WITH MALLEABLE LMB c FITTINGS. HANGERS 3 SUPPORTS THE PLUMBING CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR HIS EQUIPMENT AND MATERIAL. ALL HORIZONTAL RUNS OF PIPING SHAT BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE THAN 10 FEET O.C. FOR PIPES 1-1 4" AND LARGER, AND 8 FEET O.C. FOR PIPES SMALLER THAN 1-1/4" AT EACH JOINT FOR SOIL OR WASTE PIPE. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REWIRED TO PREVENT SAGGING. HANGERS MO PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED COATINGS: NONMETALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH COPPER TUBING. CONNECTIONS INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTAL DIELECTRIC COUPUNGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METAS. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1-1/2". WELD PIPING USE LEAD FREE SODER FOR SOLDERING DOMESTIC WATER COPPER PIPE. CLEANOUIS PROVIDE J.R. SMITH OR EQUIVALENT FLOOR AND WALL CLEANOUIS AS INDICATED ON THE DRAWINGS OR WHERE REWIRED IN AL 5014 WASTE, AND DRAIN LINES. IN MEAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEMOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE CLE44OUTS WITH SQUARE, ADJUSTABLE, NICKEL BRDNZE TOP WITH TILE RECESS. CLEANOUIS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLE44OUTS LARGER THAN 4" WILL NOT BE REWIRED. WHERE CLEMOUTS OCCUR IN WALLS OF FINISHED MEAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS. INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM -BOARD PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING SEAM MATERIAL. UNDERGROUND WATER AND SEWER LINES SHAT BE LAD IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO THE PROPER DEPTH AND GRADED TO PRODUCE THE REWIRED FAN.. TESTING ALL PIPES SHALL BE TESTED BY M APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED BY LOCAL AUTHORITY. TEST WATER PURITY ACCORDING TO LOCAL REQUIREMENTS AND SUBMIT CERTIFIED TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTAL. VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED STAINLESS STEEL HOSE UNLESS OTHERWISE NOTED BETWEEN VALVE AND EQUIPMENT IN ORDANCE WITH MMUFACTUR 'S SPECIFICATIONS. LOCATE SHUT-OFF VALVES INSULATION WATER PIPING PROVIDE THERMAL INSULATION ON ALL HOT AND COLD WATER PIPING, AND HORIZONTAL WASTE PIPING IN CEUNG SPACE SHAT BE J -M 'MICROLOK' OR 0-C ASJ JACKETED FIBERGLASS INSULATION. FIRE HAZARD RATING FOR INSULATION, ADHESNES, SEALERS, AND COATINGS SHALL NOT EXCEED 25 FOR FLAME SPREAD, 50 FOR FUEL CONTRIBUTED, MID 50 FOR SMOKE DEVELOPED. UNLESS OTHERWISE REQUIRED BY THE LOCAL AUTHORITY OR ENERGY CODES THE MINIMUM INSULATION LEVELS SHALL BE AS FOUAWS: PIPE SIZE INSULATION THICKNESS 1" DIA OR LESS 1" 1" - 2' DIAL 1" 2" DIA OR GREATER 1-1/2" EXPOSED SINKS PER ADA SAFETY COVERS INSTALL SPECIFIED NO -SCAR SAFETY COVERS WITH INSULATED FOAM UNER AND TAMPER PROOF STRAP AS FURNISHED BY LICENSEE AT ALL EXPOSED PIPING. PROJECT CLOSE-OUT RECORD DRAWINGS THE PLUMBING CONTRACTOR SHALL PROVIDE ALL REQUIRED RECORD DRAWINGS AND AS-BUILTS FOR OWNER USE BUILDING CODE NOTES: 1 LNMEASLRQIDEARAENPONASP LOCAL AMENDMENTS REQUIRED. 2012 INTERNATIONAL FORISECTIS REQUIRED FROM GOVERNING AGENCIES AND THE LANDLORD AS REQUIRED TO COMPLETE THE WORK. 2. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. 3. MD TTHEKLAND�LORDS RE&IREMEERM. MTHE RRANGGEE FOR ION NSPECTIONS NAS REaOUIRm FROM GOVERNING AGENCIES AND THE LANDLORD AS REQUIRED TO COMPLETE THE WORK. 4. 2E UIPMEMPoAFNNDMSYYSSf NSA W AND OR SOW HALL VVEERIFMI'�MMEA�SUREM PIPING, AND OBTAIN ALL DATA NECESSARY TO PERFORM ALL WORK WITHOUT INTERFERENCE TO OTHER TRADES. THE CONTRACTOR SHAT. FOLLOW THE DESIGN ON THE TOWINGSMAKECHANGES TO THE SYSTEMS OR INTERFEREIFIMN HE S 0SUBMIIT� SHOP DRAWINGS FOR SAID CHANGES AND A WRITTEN CHM�E ORDER FOR APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO MA19NG ANY CHANGES. SHOP DRAWINGS SHALL BE SUBMITTED ON ONE SEPIA AND TWO BLUE LINE PRINTS. 5. OR REGISTRATIONS TISTRA OR RASSREEQUIRED TO DO THE FOR BONDS, LICENSES, PERMITS 6. NO DRIVING, CUTTIN MAKING OF HOLES OR ANY OTHER MODIFICATIONS TO STRUCTUW MEMBE IS PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE LANDLORD S REPRESENTATIVE. 7. EACH CONTRACTOR SHALL MAINTAIN MAXIMUM HEADROOM WHEN INSTATING EQUIPMENT, PIPING ETC. T IS THE RESPONSIBILITY OF THE CONTRACTOR TO SSYSTEEM AT NO �OOMALL COST TO TTHHEOOWNER REQUIRED TO COMPLETE THE S. CONTRACTORRDATES SHALL GUARANTEE TCCERTI�FICA�OF OCCUPANCY NCY IS ISSUED. YEAR 9. THE EQUIPMENT ROUGH -INS ARE BASED UPON INFORMATION PROVIDED BY THE MAYESUB ISOIUTTEM FROOM WHAT ISANCES SHOWN. OR VARY OR OWNER C OR SUPPLIER SHAT. VERIFY ALL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY ADJUSTMENTS OR RELOCATION ON THE CONTRACTOR. 10.00 NOT SCALE DRAWINGS. PIPING IS SCHEMATIC ONLY. 11. NEW SUPPLY PIPING SHALL BE COPPER TYPE V. 12.ALL COLD WATER AND HOT WATER PIPING SHAT BE INSULATED WITH V FIBERGLASS WITH CONTINUOUS VAPOR BARRIER AND ALL SERVICE JACKET. 13.IRON WASTEAS BREED D BY CODE�ALL NbT IIRON RON PIPE MD FrMNGPPER GSS S PLL BE FACTORY COATED INSIDE AND OUT WITH HOT DIPPED COAL TM VARNISH. SCHEDULE 40 PVC WASTE AND VENT PIPING MAY BE USED, IF APPROVED BY LOCA- AUTHORITIES 14 -PLUMBING CONTRACTOR TO COORDINATE VENT STACK LOCATIONS )11TH OUTSIDE AR INTAKES OF H.VAC. UNITS AND SUPPLY FMS. MAINTAIN 10 CLEARANCE OR AS PER LOCAL CODES. 15.I14STALL NR CHAMBERS OR SHOCK ABSORBERS AT ALL FIXTURE CONNECTIONS. 16.81RANCH PIPING SHALL HAVE ACCESSIBLE SERVICE VALVES AND SHUT -OFFS AT EACH FIXTURE. 17.ALL CLEMOUT COVERS, FLOORSpORAN STRAINERS AND ACCESS COVERS IN FROM TADFHERFLWOOR IN 7HEO�WIJERS�SPTOE. CLE44OUTS SHAT. BE ACCESSIBLE 18.PROVIDE SAFEWASTS PER EQUIPMENT DRAWINGS AND AS SHOWN ON THE WASTE PIPING DIAGRAM. SIZE ALL SAFEWASRES PER LOCAL CODES. 19.000RDINATE ALL PIPING WITH EQUIPMENT ROUGH -INS. 20.PROVIDE ALV SHALL BE MMAANUFFACCTTURED BY CALL RANE FNRBAWNKS,WJEMRKINS�NEC- KE144NTUR� � P.LL HALMEMONDD OR NSEE IBCO. ALL V6ALNV_S TO BE I ONE WOUFAC- Is 21.PROVIDE COUPLINGS TO ALL EQUIPMENT AS REQUIRED. 22.WOOD BLOCKING IS REQUIRED FOR ALL WALL HUNG FIXTURES AND ACCESSORIES 23. PROVIDE TRAP PRIMERS FOR ALL FLOOR SINKS AND FLOOR DRAINS. 24. PROVIDE MATCHING COLOR SILICONE SEALANT WHERE FIXTURE ABUTS WALL, FLOOR, OR COUNTER. a DISCONNECT EOIPM34T/DE4ICE CONNECTION. WITHDRAW SBMCBS) BEYOND ADJACENT SURFACE AND CAP. ALLOW ENOIEI ROOM TO FINISH CPENM SNLM TO ADJACENT SURFACE. 582VI M THBR FLOOR SHALL BE WITHDRAW INTO SPACE BELOW. SURVICIE& Mdl CEF.N6 SFWl BE WITHDRAWN INTO CHAS SPACE. CAP SERVICES) EXCEPT WERE IT 15 TO BE EXTENDED FOR A NEW SERVICE CONNECTION. DOML+TIC WATER AND 5ANI1TARY PIPING DEAD E4P5 5HN.L BE LIMITED TO 7-0' IMAX). REMOVE SLEEVES *ERE THEY EXIST AND HOES FUND AAD FNISH REPAIRED BY THE GENERAL CONTRACTOR. CONDUIT N 51X6 94ALL BE CUT OF BELOW ADJACENT FINISH AND SHALL L HAVE WRNS WITHDRAWN TO NEXT AC.CE55ME OPENING WERE OTHER EOUR.ENT OR DEVICE5 ARE 5E2VW OR TO THE PAS. WHERE ONLY THIS EUPME NTA XMCE 15 SERVED. CONDUIT AND WRNS ABOVE GRADE 94A1 BE RS40VHD BACK TO PM9. OR PONT OF C12161N. N MLT -TENANT BUILDINGS WB8 SERVICES ARE CONTINUED IN A SPACE OR SPACES TMT ATE PMT OF ANOTHER TENANT. REMOVE • NCE(5) TO 1T5 TERMINATION IN A SPACE CONIRCUJD BY THE PROPOSED TENANT OR TO A SPACE COITRCLUD BY THE LANOLO P/NWNA61NE NT. COOfDNATE THESE TERmNATKRN.S WITH LADLOAMANAGB,BJT. REMOVAL MATEBAS/ECUIPME NTADEVIIE5 TO BE REMOVED AND NOT RELOCATE] QR 5TOREP AS WELL AS C06TRUOTION MATER" ACCUMULATED DLRN6 THE R3,OVA. WOK SHALL BE REMOVED AND DISPOSED OF AT THE EXPENSE OF THE RESPECTIVE TRADE. BLANK UP OPENNSS THAT ARE TO BE ABANDONED N EX15TN6 WA.L5 THAT REMAIN. N GENAL, THE DUST COMRO_SHALL BE PROVIDED AND MANTAID BY THE SENERN. CONTRACTOR. THIS TRADE SHALL COORRNATE ITS WOW WITH THE 6B8R0- CONTRACTOR WITH RESPECT TO DUST CONTROL N THE AMA INDICATED FOR NEW WORK. SPECIAL CONTROL FOR HEALTH AND SAFETY OF VDRRBR5, FOR WOK CUT51PE THE AREA RESARAEp AS THE NEW WORK AREA AND A5 ROABD BY SPECIAL CONDITION5 SHALL BE BY THI5 TRADE. Mea:. JI.., r. .=:u..- 'I f,%. M b-: 111.404W 90 a 43. - CI Ti �Y RE�W EXI�CO PIRONI5 AND INCLUDE NECE55ARY CH435M AS A PART CF THE BD. NHORM WERE, W oFF1ERBNOE5. E EXISTING E13JPME NT/DEVICE TO REMAIN. BR EXISTING EOJPA[iNT/OEVICE TO BE REMOVED. THIS TRADE SHALL 015CO4ECT THE 5E2IMAM. ED 015COlECT EXISTING EQUIPMENT/DEVICE AND &TER SERVICES FAR NEW EOJPMENTADEVICE AT THE SALE LOCATION. BUR EXISTING E13UPMENT/DIEVICE TO BE REMOVED AND R30CATW. THIS TRADE 514AL DISCONNECT THE SBWICBSL CLEAN AND MAO NECE55MY REPAIRS OR APAIST ENT5 A5 REQUIRED TO FACILITATE THE INSTALLATION AT THE NEW LOCATION. EN. NEW LOCAT04 FOR EXISTING EODIRMENTADEVILE TO BE REMOVED AND RELOCATED. EXTEND SERVICES N W ALAN OW R-0CR/ABOVE CEILING AS REOABD TO NEW LOCATION. ED DISCONNECT EOJF4M E NTADEVKE COIECTIOX5). OUTDRAW 5E RVICE5 BEYOND ADJACENT SURFACE AND CAP. ALLOW EDUGHI SPACE TO FNI5H OPE TNG SIMILAR TO ADJACENT SURFACE. EA EXISTING EMUPMW/DEVICE/SERVICE TO BE ABANDONED DISCONNECT SBNICEM. BJ:C7RCA. CONDLIITS 5HAL HAVE WRM WITHDRAWN TO NEAREST ACCESSIBLE BOL( AND BUAK W ABANDONED OPEMN6. C 7 BUSTING EWPhOW TO BE REMDVID. 0 COMECT TO EX15TN6. 5 EXISTING UN PEW42MM SANITARY 5EYHR -11 UDERFROUD SANITARY SEWER --- VENT - _ - COD WATER TW41DOO HOT WATER VIR VENT THRU ROOF CO CLEANOUT RU/W5RU WATER SUPPLY FIXTURE WITS GFU DRANAGE FD(TUE WIT5 CES CAST SNC VF VERIFY N FIELD WIC WATER CL05ET L LAVATORY ORS BREAK RDOM SNC 05P OPEN SITE RUN P5 PLASTER SNC REF REFREBIATOR WN WATER HEATER 5 PLUMBING FIXTURE SCHEDULE TAC I'm MODEL NOTES IMV TAKER TW41DOO PROVIDE POR MON OW SW AID LWAI(7RY PS Wd76E UILATE H a OWA60 "26 15111 B CAL PLASTER 71W ONE MTAV C6 BXAY aumm SNC PAOKABE H1H PAICCT AND W CAI.. PLASTER URN M DBTA U EH SKAY Ut#=M ♦ MIEN 7500 PAKEr AOA OONPLAMC WN WINNEREBBPIO 2 D&ALLM BLBOTBC M WITH =4 KxMw 0120V OPEN SIZE IRAN Ami SMADA COPLJAM HS1E - WA TO NAVE 71E M K MIDDLE 71E YmE 910E OF ROOM L Li MEL SID. Om306 YIWi! 41 PLUMBING CALCULATIONS RIlEN61' xww am. SAN Pu BACH SAN Pu 70G1. CYN Pu GAOL MIR DID. TOTAL HALER f4.09Er 2 4 S S D LAVA'1M 2 2 4 2 4 CAST SNC 2 2 4 2 4 OPEN SIZE IRAN 1 2 2 - - PVSER SNC 1 2 2 2 2 ZFMW ROOM SNC 1 2 2 2 2 IIEFNBHRATOR I - - 03 03 WrALaS NOM FINSMI ALL LABOR, FNAB MM" AD HWPlR1ElANR9 MCl99ARr TO OOPLBI6 DWTAUA710N Qe 19Xnm MD ORA56 PLUI@KR SPECFiCATIONS 22 223 SERVICE C01EGO110N SM 50L 4' CW ILw 184 le 3 1 PLUMBING FIXTURE CONNECTION SCHEDULE MNIW! 0 TAC DRINK LU NOT COLD VENT IMM CROW GOA CO4RUNq LAVAT7Rr ADA N5J1Y 11111111 6LA61ER SNIT clw s u OFJ M PRM BRW RM SNC FEMNNO M110R 1W.2o• 116 4' - SM S L I M2" US US I I/2' PS DVS US VP MGP Ce T OS 102' ITP I IID OEO Y _ - I LYS 5 T UT US US DVS - - US - NOM FINSMI ALL LABOR, FNAB MM" AD HWPlR1ElANR9 MCl99ARr TO OOPLBI6 DWTAUA710N Qe 19Xnm MD ORA56 PLUI@KR SPECFiCATIONS 61311101 TRAP-EZE DISPOSABLE 0 0 PLASTER TRAP- 31/2 GALLON LU Kit Includes noses einkfeil pipe c..wmiPp.O (� r-9• 1W.2o• 00 eini,.1 pipe 0aU 1T. a sa pw URE2E Trapeze Disposable Fleeter4aps- 00LU 31/2 GALLON 4 ------S Order information: 12 1/2" BUFFALO DENTAL MFG. CO., INC. l7 99 Lafayette Dr., Syosset, NY 11791 3: Phone orders: (800) 828-0203 Fax orders: (516) 496-7751 Note: Bu elo Dents! is preferred. Verify acceptance by local building codes. JEK A possible subslWe'rf needed: ZURN, Model: Z-1160 The plastertrap H to be supplied and Installed! by Me plumbing contractor. 61311101 TRAP-EZE DISPOSABLE 0 0 PLASTERTRAP- 5GALLON LU Hit includes noses einktail pipe ee-wipp.D I r -g• 1W.2o• 00 einkreil pipe 0aU 14 1/2" a smpw RLW£2E Trapeze Dleposade Plestertrapa- 00LU 5 GALLON 4 ------ It - Order Information: Orderinformation: 12 1/2" BUFFALO DENTAL MFG. CO., INC. l7 99 Lafayette Dr., Syosset, NY 11791 3: Phone orders: (800) 828-0203 Fax orders: (516) 496-7751 Note: BuBelo Dental is preferred. Verify acceptance by local building codes. JEK A possible substiWe if needed: ZURN, Model: Z-1160 The plaslertrap Istobs supplied and Installed! by Ma plumbing contractor. 61311101 L M 0 0 M LU sealC 3:U O U> 14a 00 Z= 0aU 00LU CC Lu M l7 3: Ma Z N JEK LU< DRAWN BY: NRC SHEET TELE N 01/19/17 PLUI@KR SPECFiCATIONS L 1 o 0 0 Ol N 3 sealC 3:U 0 W 1 rJOHN E. KOWALSKI P.E. 614Handel Lane WoodstocklL60098 T(847)719-1708 F(847)7191738 Colorado License No: 41422 P1.0 0 0 0 14a z DATE' 10/28/2015 PROJECT NO.: 5792 CHECKED BY: JEK DRAWN BY: NRC SHEET TELE 01/19/17 PLUI@KR SPECFiCATIONS rJOHN E. KOWALSKI P.E. 614Handel Lane WoodstocklL60098 T(847)719-1708 F(847)7191738 Colorado License No: 41422 P1.0 Flo I u2"2 --e Ma,Elis i?Ia FW Q� - LL] Q W 2 � V S � 6 W M M � O W CL05ET (V 00 O 119 U Q � O ? = 00O U � e- CA5T PLASTER 00 F12-0-1 LAMINATION F1 1-41 M M V C5 GAIT FI15 W m 0 eNOTE a 2 Z to P5 W 2 n ~ Q NIG — — EXAM ^ W I o 4 �� ��� V) _ C NOTE 5HOE FITTINF� LAE5 G 117 V ND1E 9 I I L= PL I H H I I I PL COO 1 NOTE I I O 'TV 7 Z ----H I �- --------------r---- ----------- ----------------------- V z t I CID c 4' W ~ ® � Z �• ra:SrR�7(i)i 05D"£C WAITING NOTE NOTE 7 CELINfs) IDREAK 101 L — ERS � O CLINICIAN S STORAGE ® 110 RE to-3-1ON IOIE9RE5 MACHINE107 I SEAL: � I I ❑ WC El' HEHEE;; I, rLO5E L � 0 I I/4' LW 00 co ; — Co PLUME5ING FLOOR PLAN SON 1/4. IC' o 3 PLAN NOTES 1 m € I. CONFECT NEN C WASTE TO BMTNS AOECLIATELY S® WASTE FIRM N THIS AMA. PW VERIFY EXACT LOCATION AND DIsOTION OF FLOW. 2 CONNECT NEW 7 VENT TO EXI5TW ADEQUATELY 51) VENT PPNS N THIS AREA. FE(D o VERIFY EXALT LOCATION. J LL LL 5. CONFECT NEN 11/7 VENT TO EXISTNS AOE(I1MB.Y SM VENT PIPING N THIS AREA. FEW m o VERIFY EXACT LOCATION. 1 N_ N_ 4. CONNECT NEW Y WASTE TO EKISTM AOEOL ATELY SIZED WASTE P1PN6 N THIS AREA. FEL) n o m VERIFY EXALT LOCATXN AND DFECTIDN OF FLOW. o 0 0 S. RB.gVE SANITARY AND VENT PPWIS ASSOCIAT® WITH SNC DENS RB04M A5 A PART OF OBAOLITION. RUM SANITARY PPNS TO WITH Ido OF CON NOCTION TO MMI PPIN S TO m n AVOID OEAD49V . 0 0 0 6. RB.DVE SANITARY AND VENT PPN6 ASSOCIAM WITH SIJ( BENS REMOV® AS A PART OFa O DEMOLITION. RENIM SANITARY PPNS TO WR)N lop OF OF CONNECTION TO MMI MW TO Z AVOID PEAPH%M DATE: 10/28/2015 7. EKIE D EXISTNS BIIlED CW PPNS AND IP N WALL AS SHOW. PROVIDE SIJf OFF VALVE IB' PROJECT NO.: ABOVE SAD AND PROVIDE ACCESS PANEL ON CORRDOR SDE OF WALL. 5792 B. CCN ELT NEW 5/4' HW TO NEMMST MUMS ADEd)ATB.Y 512131) HW PPNS. CHECKED BY: JEK DRAWN BY: NRC 5/4' CW O RA 5/4' CW (15 RA 1 1/7 V 9/4' HW O RA I I/7 V S/4' NW (15 FIA 9/4 GW . SHEEP TML* (D In IW TV 1 I/7 V 9/4' HW (I1S FU I 11 7 v FROM WH r I I I I/7 5/4' CW (63 RA 05D r ----- 9/4' CW (63 RA i I I FLOOR PLM( CS GSW/ CSW/ 1 —T--� I TRAP PRUE r--, I I TMV TMV I I I 6151P2 01/19/17 C5 , I P5 I , I I I L L W/ I L I i w/ IREF PLASTER ' RASTER I ' I I WO 1 TMV I TNN ' wG BR5 � BR5 � OF 2GAL) I TRAP (5 641 � � I � 1 � i I ' � i � I ' IJUJ �, P EHN E. KOWALSKI SHEET NO.: Y W u ORA 4' W(2 ORA II4' W (5 ORA 4 W (7 PRO 7 W CL ORA 614 Nandel Lane Woodstock IL 60098 T(847)719-1708 CoratioLiF (847) 1422 8 /e, • O Colorado License No: 41422 LJ BALL VALVE, GRAINGER PART — NUMBER 6KK49 OR SIMILAR, SIZE AS NECESSARY TO MATCH PLUMBING, TYP. LEAK VALVE, CDI CONTROL DEVICES — GRAINGER PART # SZ763 OR SIMILAR VACUUM GAUGE, GRAINGER PART #- 5WZ18 OR SIMILAR, TYP. VACUUM TRAP, — MASS—VAC VISI—TRAP PART # 300200, TYP. 3/8" HOSE BARB — 0 54" A.F.F., TYP. PLASTER CAP END OF MAIN 1/2" COPPER BRANCH LINE FOR LAMINATION SCHWAT1C VACUUM PUMP RISER DIAGRAM NOT TO SCALE 3/4" COPPER MAIN ABOVE CEILING, IF ALLOWED PER LOCAL JURISDICTION ANCHOR DROP TO WALL 036" O.C. TYPICAL 1/2• COPPER BRANCH UNE BRANCH OFF TOP OF MAIN TYP. 3/4" COPPER MAIN LINE ABOVE CEILING, IF ALLOWED PER LOCAL JURISDICTION CAP END OF MAIN 1/2" COPPER 10/28/2015 PROJECT NO.: M �U z fuz M Lu NO O V_>,00 NRC DRIP LEG zam0 zi 2 BALL VALVE, SIZE AS V 00 W W NECESSARY TO MATCH e— VI 3: m PLUMBING, TYP. N ,/r _ ^ COPPER UNIVERSAL INTERCHANGE 0 BRANCH FEMALE QUICK COUPLER � m V FITTING O 54" A.F.F., GRAINGER PART # 1PTA9 OR SIMILAR TYP. ANCHOR DROP TO WALL 036• O.C. NP. � � w EL -03 LAMINATION PLASTER EL -03 MACHINE EL -03 ZS_ DRIP LEG WITH BALL VALVE, GRAINGER PART NUMBER 6KK49 OR SIMILAR, SIZE AS NECESSARY TO MATCH PLUMBING, TYP. ` SLOPE MAIN TO DRIP LEG WITH BALL VALVE 54" A.F.F. AT FAR END(S) OF MAIN, GRAINGER PART NUMBER 6KK49 OR SIMILAR, SIZE AS NECESSARY TO MATCH PLUMBING, TP. COWFES ED AIR RISER DIAGRAM NOT TO SCALE NOTES — COORDINATE DROP LOCATIONS W/ FLOOR PLAN AND HANGER CONTACT. — HANGER ORTHOPEDIC WILL SUPPLY THE AIR COMPRESSOR UNIT. THE GC IS RESPONSIBLE FOR INSTALLATION AND ALL ASSOCIATED PIPING, FILTERS, AND GAUGES. THREADED COUPLING, SIZE TO MATCH PLUMBING, TYP. FLEXIBLE VACUUM HOSE, SIZE TO MATCH PLUMBING ROUND 4" RIGID METAL DUCT BRANCH LINE BALL VALVE, GRAINGER PART NUMBER ANCHORED TO WALL 6KK54 OR SIMILAR, ADJUST SIZE AS TYP. NECESSARY TO MATCH PLUMBING VACUUM PUMP (SUPPLIED BY HANGER) AIR HANDUNG SYSTEMS— _&000�9 04U30 (OR EQUAL) FLED( I NOTES I —COORDINATE DROP LOCATIONS W/ SCHEMATIC PLAN AND HANGER CONTACT. —HANGER ORTHOPEDIC WILL SUPPLY THE VACUUM PUMP. THE GC IS RESPONSIBLE FOR INSTALLATION OF UNIT AND ALL ASSOCIATED PIPING, FILTERS, AND GAUGES. EQUIPMENT WITHOUT DUST PORTS TYR NOTES — COORDINATE DROP LOCATIONS W/ FLOOR PLAN AND HANGER CONTACT. — THE DUST COLLECTOR AND COLLECTION UNE ARE TO BE GROUNDED. — HANGER ORTHOPEDIC WILL SUPPLY THE DUST COLLECTOR. THE GC IS RESPONSIBLE FOR INSTALLATION OF UNIT AND ALL ASSOCIATED PIPING AND GATES. ROUND 6" RIGID METAL DUCT MAIN LINE ABOVE CEILING IF ALLOWED PER LOCAL JURISDICTION DUCT BLAST GATE 0 54" A.F.F. TYR -25 BALL VALVE, GRAINGER PART NUMBER 6KK49 OR SIMILAR, SIZE AS NECESSARY TO MATCH PLUMBING, TYP. FLEX DUCT TO DUST COLLECTOR DUST COLLECTOR (SUPPLIED BY HANGER) THREADED COUPLING, SIZE TO MATCH PLUMBING, NP. FLEXIBLE HOSE, SIZE TO MATCH PLUMBING (® AIR COMPRESSOR EM -05 r, JOHN E. KOWALSKI P.E. 614 Handel Lane Woodstack IL60D98 T(847)719-1708 F(847)719.1738 Colorado License No: 41422 L 10/28/2015 PROJECT NO.: M �U z fuz M Lu NO O V_>,00 NRC zam0 zi 2 0?j V 00 W W M e— VI 3: m Z N LLIw _ ^ N 0 L n 1 10/28/2015 PROJECT NO.: �U z fuz v 3 mr0 U W n 1 ...... 10/28/2015 PROJECT NO.: 5792 CHECKED BY: JEK DRAWN BY: NRC O m 0 � m V � � w w w LL W � 0 0 J LL LL 0 W m N N 0 0 0 N N N W 0 0 0 ...... 10/28/2015 PROJECT NO.: 5792 CHECKED BY: JEK DRAWN BY: NRC SHEET TITLE: PROCEBS PPNO FLOOR PLAN AND DETAILS P3.0 MAIN DUCT RUN ROUND RIGID DUCT r a - AIR DEVICE HOOKUP SCALE : N.T.S. lilla:♦♦�DIs31 RIGID ELBOW OR 6' OF STRAIGHT DUCT. AS REQUIRED ` AIR DEVICE, AIR DEVICE WITH SQUARE TO ROUND ADAPTER, OR AIR DEVICE WITH SHEETMETAL BOX AND TAP COLLAR. MECHANICAL SPECIFICATION SCOPE THE INTIM OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. SITE EKAMIHADOIN THE MECHANICAL CONTRACTOR SHAT THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTIVORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF 2000 IBC, IMC, ASMI, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES IN CASE OF CONFLICT BETWEEN THE DRAWINGS/SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHAT APPLY. THE MECHANICAL CONTRACTOR SHAT SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO LICENSEE. PERMITS AND FES THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. WARRANTY THE MECHANICAL CONTRACTOR SHAT UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY UCENSEE AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING ODIU NE MATERIALS AND WORKMANSHIP. r 11:71 K L1 K U11I! [e� XtPI l J! I� 8 i 7 r Eh tl;OI,1 LSI REUSE (2) EXISTING 3 TON PACKAGED ROOFTOP UNITS REUSE EXISTING CONTROLS AND DUCTWORK WHERE POSSIBLE EXTEND CONTROL WIRING TD NEW LOCATIONS. PROVIDE NEW 5 TON PACKAGED ROOFTOP UNIT TO REPLACE EXISTING. SEE SCHEDULE ON SHEET M2.0 FOR ADDITIONAL INFORMATION. DUCTWORK & ACCESSORIES SHEETMEAL DUCTWORK ALL DUCTWORK TO BE RIGID SHEETMETAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. ALL EXPOSED DUCTWORK TO BE ROUND, SPIRAL OR RECTANGULAR LOCK -SEAM TYPE, AS SHOWN ON HVAC PLAN SHEET M2.0. IASSEMBLE USTRY PRACTICE FOR ACHHIE�WNG INACCORDANCE GHTHT (5E LEAKAGE) AD NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH ALL REQUIRED DAMPERS, TRANSITIONS, CONNECTIONS TO AIR TERMINALS. AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. DUCT SEALANT SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON -HARDENING, NON- MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEAUNG JOINTS AND SEAMS IN SHEET METAL DUCTWORK. DOVER AL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS AND FASTENING SCREWS WITH MASTIC. PROVIDE HOT -DIPPED GALVANIZED STEEL FASTENERS, ANCHORS. RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. SUPPORTS PROVIDE OPPOSED -BLADE, MULTI -LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. DAMPERS PROVIDE UL LISTED FIRE DAMPERS WHERE REQUIRED AND IN ACCORDANCE WITH NFPA AND LOCAL CODES. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS GRILLES, REGISTERS & DIFFUSERS GRILLES, REGISTERS AND DIFFUSERS SHALL BE MANUFACTURED BY TITUS (OR EQUIVALENT) AND SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. DIFFUSERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND SCHEDULES THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF COLING AND WALLS USED IN THIS PROJECT. THERMAL INSULATION PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AR DUCTS, AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN NR DUCTS DO NOT INSULATE EXPOSED DUCTWORK AND PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE OMDPED NO GREATER THAN 50. ACOUSTICAL DUCT LINEN UNLESS OTHERWISE INDICATED ON THE PIANS, PROVIDE 1' GLASS FIBER ACOUSTICAL DUCT LINER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF THE DISCHARGE AND INTAKE OF AR HANDLING UNITS INCREASE DUCT SIZED INDICATED ON PIANS 2' IN EACH DIMENSION TO ACCOMMODATE LINER. CONTROLS & OPERATION CONTROL WIRING THE MECHANICAL CONTRACTOR SWILL PROVIDE ALL CONTROL WIRING, DEVICES, EIC NECESSARY FOR A COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM. RESPONSIBILITY OF LICENSEE TO ESTABUSH PERFORMANCE REQUIREMENTS AND VERIFY ADEQUACY OF EOSTING EQUIPMENT. PROJECT CLOSE-OUT RECORD DRAWINGS THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED RECORD DRAWINGS AND AS -GUILTS FOR OWNER USE TESTING, ADJUSTING & BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR MBE CERTIFIED AIR BALANCE CONTRACTOR SHALL ACCURATELY BALANCE THE NR SYSTEMS TO PROVIDE AR QUALITIES INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. PROVIDE ONE COPY TO ARCHITECT. INSPECT AND TEST EXISTING HVAC EQUIPMENT BEING REUSED AS A PART OF THIS WORK. DETERMINE CONDITION AND CONFIRM OPERATION AT RATED CAPACITIES. PROVIDE WRITTEN REPORT OF FINDINGS AND ANY REPAIRS REQUIRED WITH RELATED PRICING. BUILDING CODE NOTES MECHANICAL CODE EDITION: 2012 INTERNA71ONAL MECHANICAL CODE, WITH AMENDMENTS AS REQUIRED 2. THE HVAC DRAWINGS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS IN THE FIELD. NEW UNIT LOCATION TO BE FIELD VERIFIED BY A STRUCTURAL ENGINEER 3. THE HVAC INSTALLER IS RESPONSIBLE FOR PROVIDING ALL RETURN NR SHEET METAL DUCTWORK AND PLENUMS AND INSULATION FOR SAME. 4. SHEET METAL DUCTWORK TO BE CONSTRUCTED AND SUPPORTED PER 'SMACNA' STANDARDS, WITH 2' EXTERNAL INSULATION WITH VAPOR BARRIERS. 5. THE HVAC PACKAGE INCLUDES THE FOLLOWING: (BY HVAC CONTRACTOR) A SUPPLY AND RETURN NR DUCT SYSTEMS, DIFFUSERS, AND GRILLES AS SHOWN. B. TOILET EXHAUST FAN AND DUCTWORK. C. PACKAGED ROOFTOP UNIT AND RELATED ACCESSORIES. D. CONTROLS AND CONTROL WIRING. 6. THE GENERAL CONTRACTOR TO PROVIDE THE FOLLOWING: A FRAME -IN DIFFUSERS B. INSURE THAT T -BPR COLING IS INSTALLED EXACTLY AS SHOWN ON ARCHITECTURAL DRAWINGS. 7. HVAC CONTRACTOR SHAT INSTALL ALL CONTROL WIRING INCLUDING FINAL CONNECTIONS, AND RELOCATE ALL THERMOSTATS AS INDICATED OR REQUIRED. 8. HVAC CONTRACTOR TO COMPLETELY STUFF J -BOXES FOR REMOTE TEMPERATURE SENSORS/THERMOSTATS WITH SCRAP PIECES OF FIBER -GLASS INSULATION. ALL SENSORS/THERMOSTATS MUST BE MOUNTED ON THE WOOD BASE WHICH HAS BEEN PROVIDED IN THE HVAC PACKAGE. 9. IF FIRE STATS AND/OR SMOKE OETECTORS ARE REQUIRED, INSTALLATION WILL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR. 10. WHEN WIRING FOR THERMOSTATS AND REMOTE SENSORS NOT IN A CONDUIT, THE WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. NONE OF THE WIRING SHALL BE ROUTED OVER FLUORESCENT BALLAST'S , POWER BOXES OF IN A CONd)IT WITH UNE VOLTAGE WIRING AS ELECTRICAL INTERFERENCE WILL CAUSE ERRATIC CONTROL OPERATON. 11. THE CONTRACTOR SHALL MAG: ANY MODIFICATIONS NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL MECHANICAL IDENTIFICATION HVAC SYSTEM AS PART OF HIS BID, INCLUDING MODIFICATIONS REQUIRED BY ACTUAL FIELD CONDITIONS. PROVIDE AND INSTALL AS REQUIRED BY THE KCAR EQUIPMENT AND SERVICES 12, THE WORK SHALL CONFORM WITH ALL APPLICABLE LOGIN. STATE AND FEDERAL CODES AND STANDARDS, IDENTIFICATION REQUIREMENTS. ASHRAE STANDARDS SMACNA AND ALL AUTHORITIES HAVING JURISDICTION. 13. THE CONTRACTOR SHALL ARRANGE AND PAY FOR ANY COST OF ALL REQUIRED PERMITS AND INSPECTIONS. 14. PROVIDE A TESTING AND BALANCING REPORT THAT DOCUMENTS THAT THE SPECIFIED NR FLOWS HAVE BEEN ACHIEVED AND DEMONSTRATE SAME TO THE OWNER AS REQUESTED. T&B BY A NATIONALLY CERTIFIED INDEPENDENT FIRM. PROVIDE ANY DAMPERS OR EQUIV. DEVICES TO EFFECT AR BALANCE. 15. EXPOSED DUCTWORK SHALL HAVE NO EXPOSED STANDING SEAMS/STIFFENER AT TRANSVERSE JOINT. NO DRIVE SUPS - FLUSH S -SUPS ONLY. LONGITUDINAL SEAMS SHAT BE PLACED AT TOP OF DUCT AND WHERE POSSIBLE OUT OF DIRECT SIGHT AND NO VISIBLE HANGERS. 16. ANY CHANGES IN DUCT SIZES NECESSARY TO CLEAR/ACCOMODATE OBSTRUCTIONS SHAT CORRESPOND TO DEFINITIONS THE EQUIVALENT ROUND OF THE SPECIFIED DUCT SIZE. GRADUAL TRANSFORMATION DUCTWORK SHALL BE PROVIDED AS NEEDED TO CONNECT EXISTING DUCTWORK/DIFFUSERS. d5COMEGT DISCONNECT EQ1PhEJT/DEVICE COMIECTION. WITHDRAW 5F72VOE(5) BEYOND 17 ALL MANUFACTURERS AND THEIR CATALOG NUMBERS THAT ARE LISTED ON THE PLANS AND SCHEDULES ARE ADJACBNf SURFACE AND GAP. ALLOW 13NOUGH ROOM TO FIN15H OPENING 51MILAR TO ADJACENT SURFACE. SEiVILE5) THaU FLOOR SHALL BE WITHDRAWN INTO SPACE BLLOW. SERVM(5) THR U CELIN6 5HN.L BE WITHDRAWN INTO CELIN6 SPACE. CAP 5ERVICE(5) EXCEPT WEE IT 15 TO BE EXTENDED FOR A NEW SERVICE CONNECTION. DOMESTIC WATER AND SANITARY PPIN6 DEAD END5 5HAL BE LIMITED TO 7-0' MAX). RR40W 51gVE5 WNBE THEY EXIST AND HOLES RLL® MD 19NISH REARED BY THE 6BJ3RA. CONTRACTOR. CONDUIT N SLABS SHAT BE CUT OFF BLLOW A7JACB4T FIN15H AND SHAT HAVE WRING WITHDRAWN TO NEXT ACCESSIBLE OPBNIN6 WEE OTHER EQUIPMENT OR DEVICES ARE SERVED OR TO THE PARE. WEE ONLY THIS EOUIPMENT/DEVICE 15 SERVED. CONDUIT AND NRN6 ABOVE GRADE SHALL BE REMOVED BACK TO PARE_ OR PONT OF 006114. IN MULTI -TENANT BUILDINGS WERE SERVICES ARE CONTINUE) IN A SPACE OR SPACES THAT ARE PMT OF MNOTHE R TENANT, REMOVE SERVICES) TO ITS TE IANATION IN A SPACE CONTROLLED BY THE FROP05® TBNM)T OR TO A SPACE CONTE BY THE LA DLOW/MMNAGE ENT. COORDINATE THESE TERMNATIONS WITH UAADLOW/MMNAGE ENT. REMOVAL MATBRIAL5/6OJPMENT/OEVICE5 TO BE REMOVED AND NOT RELOCATED OR STORM) A5 WRL AS CONSTRUCTION MATERIALS ACCUU ATER DUdN6 THE REMOVAL WORK SHAD. BE REMOVE) AND DISPOSE) OF AT THE EXPENSE OF THE RESPECTIVE TRADE. BLANC W OPENINGS THAT ARE TO BE ADA DCNE7 IN EXISTING WADS THAT REMAIN. DUST CONTROL IN 6BElA., THE DUST CONTROL SHAT BE PROVIDED MD MAINTANE) BY THE GBE2A. CONTRACTOR. THIS TRADE SHALL COORDINATE ITS WOW NTH THE 6BERAL CONTRACTOR WITH RE5PEGT TO DUST CONTROL N THE AREA INDICATED FOR NEW WORK. SPECIAL CONTROL FOR HEALTH AND SAFETY OF WORC825, FOR WCW OUT51PE THE AREA REGARDED AS THE NEW WORK AREA, AND A5 REOURED BY SPECIAL CONDITIONS SHALL BE BY TH15 TRADE. INTE PT1ON OF SERVICES WOW THAT REOURES INTBddPTICN OF SENILIS TO PORTIONS OF THE BUILDING OTHER THAN AREAS N WHICH THE WORK 15 TO BE ACOQMPLI5HEV 5HALL BE GOORDNATED NTH THE BUILDING MANAGEMENT AND AGG4MPLI5HEP CURING THE NIGHTTIME OR ON WADS AND AT NO ADATIO & COST. INTENDED TO BE 'OR APPROVED EQUAL'. THE OWNER HAS THE FINAL AUTHORITY IN APPROVING SUBSTITUTIONS TO THOSE LISTED. 18. THE HVA; CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH THE CONDITIONS PRIOR TO SUBMITTING HIS OD. NO ADDITIONAL COMPENSATION WILL BE MADE TO HIM DUE TO UNFORESEEN WORK OR HIS LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 19. ALL MATERIALS AND WORKMANSHIP PROVIDED BY THIS CONTRACTOR SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ALL DEFECTS SHAT BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. REVIEW EXISTING CCNDIT05 AND INCL DE NECESSARY CHMI6E5 A5 A PART OF THE BID. INFORM U5E2ci OF DIFFERENCES. E EXISTING EOUPMENT/DEVICE TO REMAIN. ER EASTN6 EQJPI,EJT/DEVICE TO BE REMOVED. THIS TRADE SHAT P15CCN ECT THE 5ERVIOE(5). 13ND P15CCN ECT EXISTING EQJIP.ENT/OEVICE AND ALTER 58MCM FOR NEW EOUIPMENT/DEVICE AT THE SAME LOCATION. ERR EXISTING EGUIPMEiMDEVICE TO BE REMOVED AND RELOCATED. THIS TRADE SHALL DISCONNECT THE SERVICES). CLEAN AND MAS NECESSARY RERAR5 OR ADJUSTMENTS AS REQUIRED TO FACILITATE THE IN5TAJATION AT THE NEW LOCATION. ENL NEW LOCATION FOR EAST1146 EQJIPMEJT/OEVICE TO BE REMOVED AND RELOCATED. EXTEND SERVICES N WALL/BELOW FLOOR/ABOVE CEILING, A5 REQUIRE? TO NEW LOCATION. E7 P15CCN ECT EOJIPMEJT/MVICE CONNECTION(S). NTHORAW 5B2VICE5 BEYOND ADJACENT SURFACE AND CAP. ALLOW ENOUGH SPACE TO FIN15H OPENING 51MLAR TO ADJACENT SURFACE. EA EXISTING EQUIPMEiMDEVICE/SGRWCE TO BE ADA DONED. DISCONNECT SERVICES). ELECTRICAL CONDUITS 5HAU. HAVE WIRING NTHDRAM TO HEAiiT ACCESSIBLE BOX AAD BLANC UP ABMDOI ED OPENING. C7 EAST1146 EOJIPMEJT TO BE REMOVED. CAMECT TO DUSTING. FV FRE DAPPER ON FAN SCHEDULE SUPPLY NR AIR DEVICE SCHEDULE RETURN AR E EXHAUST AR TAG AREA SERVED LOCATION FAN TYPE AIR FLOW SMOKE DEF. ESP RPM HP VOLTAGE/O MCA MFGR MODEL ACCESSORIES EF -1 SEE PLAN TOILETS CEILING 80 N 0.25 920 50W 115/1 3.5 BROAN 684 4,7,13 EF -2 SEE PLAN TOILETS CEILING 80 N 0.25 920 50W 115/1 3.5 BROAN 684 4,7,13 EF -3 SEE PLAN ROOF CENTRIFUGAL 650 N 0.375 1550 1/8 115/1 4.2 LOREN COOK 10OC15DH 1.4.7,13 EF -4 SEE PLAN LAB CENTRIFUGAL 350 N 0.5 2000 350W 115/1 4.0 EXTRACT -ALL B -982-1A 4,7,13 1. INSULATED ROOF CURB 30 S. EXPLOSION PROOF MOTOR STEEL I TITUS 15. SOLID STATE CONTROLLER 3 22. INLET BELL 2. MOTORIZED DAMPER 9. VIBRATION ISOLATORS 16. MAGNETIC STARTER BY EC 1. OPPOSED BLADE 23. MOTOR COVER DAMPER 3. LAY -IN 3. MOTOR SIDE GUARD 10. WEATHER PROOF COVER 17. EQUIP ROOF SUPPORT CURB - 12' HIGH 24. WALL HOUSING 4. SURFACE MOUNTED 4. GRAVITY BACKDRAFT DAMPER 11. COATED 18. FIRESTAT IN DUCT 25. VARIABLE FREQUENCY DRIVE 5. GALVANIZED BIRD GUARD 12. CONTINUOUS OPERATION 19. TOGGLE SWITCH 1 SP 30 26. ORDER FAN LESS MOTOR & SHEAVE 6. ALUMINUM CONSTRUCTION 13. CONTROLLED BY WALL SWITCH 20. HANGING BRACKETS 27. BELT GUARD 7. DISCONNECT SWITCH 14. DRAIN FITTING 21. BOLTED ACCESS DOOR 28. U.L. 762 CONTROLS & OPERATION CONTROL WIRING THE MECHANICAL CONTRACTOR SWILL PROVIDE ALL CONTROL WIRING, DEVICES, EIC NECESSARY FOR A COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM. RESPONSIBILITY OF LICENSEE TO ESTABUSH PERFORMANCE REQUIREMENTS AND VERIFY ADEQUACY OF EOSTING EQUIPMENT. PROJECT CLOSE-OUT RECORD DRAWINGS THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED RECORD DRAWINGS AND AS -GUILTS FOR OWNER USE TESTING, ADJUSTING & BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR MBE CERTIFIED AIR BALANCE CONTRACTOR SHALL ACCURATELY BALANCE THE NR SYSTEMS TO PROVIDE AR QUALITIES INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. PROVIDE ONE COPY TO ARCHITECT. INSPECT AND TEST EXISTING HVAC EQUIPMENT BEING REUSED AS A PART OF THIS WORK. DETERMINE CONDITION AND CONFIRM OPERATION AT RATED CAPACITIES. PROVIDE WRITTEN REPORT OF FINDINGS AND ANY REPAIRS REQUIRED WITH RELATED PRICING. BUILDING CODE NOTES MECHANICAL CODE EDITION: 2012 INTERNA71ONAL MECHANICAL CODE, WITH AMENDMENTS AS REQUIRED 2. THE HVAC DRAWINGS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS IN THE FIELD. NEW UNIT LOCATION TO BE FIELD VERIFIED BY A STRUCTURAL ENGINEER 3. THE HVAC INSTALLER IS RESPONSIBLE FOR PROVIDING ALL RETURN NR SHEET METAL DUCTWORK AND PLENUMS AND INSULATION FOR SAME. 4. SHEET METAL DUCTWORK TO BE CONSTRUCTED AND SUPPORTED PER 'SMACNA' STANDARDS, WITH 2' EXTERNAL INSULATION WITH VAPOR BARRIERS. 5. THE HVAC PACKAGE INCLUDES THE FOLLOWING: (BY HVAC CONTRACTOR) A SUPPLY AND RETURN NR DUCT SYSTEMS, DIFFUSERS, AND GRILLES AS SHOWN. B. TOILET EXHAUST FAN AND DUCTWORK. C. PACKAGED ROOFTOP UNIT AND RELATED ACCESSORIES. D. CONTROLS AND CONTROL WIRING. 6. THE GENERAL CONTRACTOR TO PROVIDE THE FOLLOWING: A FRAME -IN DIFFUSERS B. INSURE THAT T -BPR COLING IS INSTALLED EXACTLY AS SHOWN ON ARCHITECTURAL DRAWINGS. 7. HVAC CONTRACTOR SHAT INSTALL ALL CONTROL WIRING INCLUDING FINAL CONNECTIONS, AND RELOCATE ALL THERMOSTATS AS INDICATED OR REQUIRED. 8. HVAC CONTRACTOR TO COMPLETELY STUFF J -BOXES FOR REMOTE TEMPERATURE SENSORS/THERMOSTATS WITH SCRAP PIECES OF FIBER -GLASS INSULATION. ALL SENSORS/THERMOSTATS MUST BE MOUNTED ON THE WOOD BASE WHICH HAS BEEN PROVIDED IN THE HVAC PACKAGE. 9. IF FIRE STATS AND/OR SMOKE OETECTORS ARE REQUIRED, INSTALLATION WILL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR. 10. WHEN WIRING FOR THERMOSTATS AND REMOTE SENSORS NOT IN A CONDUIT, THE WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. NONE OF THE WIRING SHALL BE ROUTED OVER FLUORESCENT BALLAST'S , POWER BOXES OF IN A CONd)IT WITH UNE VOLTAGE WIRING AS ELECTRICAL INTERFERENCE WILL CAUSE ERRATIC CONTROL OPERATON. 11. THE CONTRACTOR SHALL MAG: ANY MODIFICATIONS NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL MECHANICAL IDENTIFICATION HVAC SYSTEM AS PART OF HIS BID, INCLUDING MODIFICATIONS REQUIRED BY ACTUAL FIELD CONDITIONS. PROVIDE AND INSTALL AS REQUIRED BY THE KCAR EQUIPMENT AND SERVICES 12, THE WORK SHALL CONFORM WITH ALL APPLICABLE LOGIN. STATE AND FEDERAL CODES AND STANDARDS, IDENTIFICATION REQUIREMENTS. ASHRAE STANDARDS SMACNA AND ALL AUTHORITIES HAVING JURISDICTION. 13. THE CONTRACTOR SHALL ARRANGE AND PAY FOR ANY COST OF ALL REQUIRED PERMITS AND INSPECTIONS. 14. PROVIDE A TESTING AND BALANCING REPORT THAT DOCUMENTS THAT THE SPECIFIED NR FLOWS HAVE BEEN ACHIEVED AND DEMONSTRATE SAME TO THE OWNER AS REQUESTED. T&B BY A NATIONALLY CERTIFIED INDEPENDENT FIRM. PROVIDE ANY DAMPERS OR EQUIV. DEVICES TO EFFECT AR BALANCE. 15. EXPOSED DUCTWORK SHALL HAVE NO EXPOSED STANDING SEAMS/STIFFENER AT TRANSVERSE JOINT. NO DRIVE SUPS - FLUSH S -SUPS ONLY. LONGITUDINAL SEAMS SHAT BE PLACED AT TOP OF DUCT AND WHERE POSSIBLE OUT OF DIRECT SIGHT AND NO VISIBLE HANGERS. 16. ANY CHANGES IN DUCT SIZES NECESSARY TO CLEAR/ACCOMODATE OBSTRUCTIONS SHAT CORRESPOND TO DEFINITIONS THE EQUIVALENT ROUND OF THE SPECIFIED DUCT SIZE. GRADUAL TRANSFORMATION DUCTWORK SHALL BE PROVIDED AS NEEDED TO CONNECT EXISTING DUCTWORK/DIFFUSERS. d5COMEGT DISCONNECT EQ1PhEJT/DEVICE COMIECTION. WITHDRAW 5F72VOE(5) BEYOND 17 ALL MANUFACTURERS AND THEIR CATALOG NUMBERS THAT ARE LISTED ON THE PLANS AND SCHEDULES ARE ADJACBNf SURFACE AND GAP. ALLOW 13NOUGH ROOM TO FIN15H OPENING 51MILAR TO ADJACENT SURFACE. SEiVILE5) THaU FLOOR SHALL BE WITHDRAWN INTO SPACE BLLOW. SERVM(5) THR U CELIN6 5HN.L BE WITHDRAWN INTO CELIN6 SPACE. CAP 5ERVICE(5) EXCEPT WEE IT 15 TO BE EXTENDED FOR A NEW SERVICE CONNECTION. DOMESTIC WATER AND SANITARY PPIN6 DEAD END5 5HAL BE LIMITED TO 7-0' MAX). RR40W 51gVE5 WNBE THEY EXIST AND HOLES RLL® MD 19NISH REARED BY THE 6BJ3RA. CONTRACTOR. CONDUIT N SLABS SHAT BE CUT OFF BLLOW A7JACB4T FIN15H AND SHAT HAVE WRING WITHDRAWN TO NEXT ACCESSIBLE OPBNIN6 WEE OTHER EQUIPMENT OR DEVICES ARE SERVED OR TO THE PARE. WEE ONLY THIS EOUIPMENT/DEVICE 15 SERVED. CONDUIT AND NRN6 ABOVE GRADE SHALL BE REMOVED BACK TO PARE_ OR PONT OF 006114. IN MULTI -TENANT BUILDINGS WERE SERVICES ARE CONTINUE) IN A SPACE OR SPACES THAT ARE PMT OF MNOTHE R TENANT, REMOVE SERVICES) TO ITS TE IANATION IN A SPACE CONTROLLED BY THE FROP05® TBNM)T OR TO A SPACE CONTE BY THE LA DLOW/MMNAGE ENT. COORDINATE THESE TERMNATIONS WITH UAADLOW/MMNAGE ENT. REMOVAL MATBRIAL5/6OJPMENT/OEVICE5 TO BE REMOVED AND NOT RELOCATED OR STORM) A5 WRL AS CONSTRUCTION MATERIALS ACCUU ATER DUdN6 THE REMOVAL WORK SHAD. BE REMOVE) AND DISPOSE) OF AT THE EXPENSE OF THE RESPECTIVE TRADE. BLANC W OPENINGS THAT ARE TO BE ADA DCNE7 IN EXISTING WADS THAT REMAIN. DUST CONTROL IN 6BElA., THE DUST CONTROL SHAT BE PROVIDED MD MAINTANE) BY THE GBE2A. CONTRACTOR. THIS TRADE SHALL COORDINATE ITS WOW NTH THE 6BERAL CONTRACTOR WITH RE5PEGT TO DUST CONTROL N THE AREA INDICATED FOR NEW WORK. SPECIAL CONTROL FOR HEALTH AND SAFETY OF WORC825, FOR WCW OUT51PE THE AREA REGARDED AS THE NEW WORK AREA, AND A5 REOURED BY SPECIAL CONDITIONS SHALL BE BY TH15 TRADE. INTE PT1ON OF SERVICES WOW THAT REOURES INTBddPTICN OF SENILIS TO PORTIONS OF THE BUILDING OTHER THAN AREAS N WHICH THE WORK 15 TO BE ACOQMPLI5HEV 5HALL BE GOORDNATED NTH THE BUILDING MANAGEMENT AND AGG4MPLI5HEP CURING THE NIGHTTIME OR ON WADS AND AT NO ADATIO & COST. INTENDED TO BE 'OR APPROVED EQUAL'. THE OWNER HAS THE FINAL AUTHORITY IN APPROVING SUBSTITUTIONS TO THOSE LISTED. 18. THE HVA; CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH THE CONDITIONS PRIOR TO SUBMITTING HIS OD. NO ADDITIONAL COMPENSATION WILL BE MADE TO HIM DUE TO UNFORESEEN WORK OR HIS LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 19. ALL MATERIALS AND WORKMANSHIP PROVIDED BY THIS CONTRACTOR SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ALL DEFECTS SHAT BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. REVIEW EXISTING CCNDIT05 AND INCL DE NECESSARY CHMI6E5 A5 A PART OF THE BID. INFORM U5E2ci OF DIFFERENCES. E EXISTING EOUPMENT/DEVICE TO REMAIN. ER EASTN6 EQJPI,EJT/DEVICE TO BE REMOVED. THIS TRADE SHAT P15CCN ECT THE 5ERVIOE(5). 13ND P15CCN ECT EXISTING EQJIP.ENT/OEVICE AND ALTER 58MCM FOR NEW EOUIPMENT/DEVICE AT THE SAME LOCATION. ERR EXISTING EGUIPMEiMDEVICE TO BE REMOVED AND RELOCATED. THIS TRADE SHALL DISCONNECT THE SERVICES). CLEAN AND MAS NECESSARY RERAR5 OR ADJUSTMENTS AS REQUIRED TO FACILITATE THE IN5TAJATION AT THE NEW LOCATION. ENL NEW LOCATION FOR EAST1146 EQJIPMEJT/OEVICE TO BE REMOVED AND RELOCATED. EXTEND SERVICES N WALL/BELOW FLOOR/ABOVE CEILING, A5 REQUIRE? TO NEW LOCATION. E7 P15CCN ECT EOJIPMEJT/MVICE CONNECTION(S). NTHORAW 5B2VICE5 BEYOND ADJACENT SURFACE AND CAP. ALLOW ENOUGH SPACE TO FIN15H OPENING 51MLAR TO ADJACENT SURFACE. EA EXISTING EQUIPMEiMDEVICE/SGRWCE TO BE ADA DONED. DISCONNECT SERVICES). ELECTRICAL CONDUITS 5HAU. HAVE WIRING NTHDRAM TO HEAiiT ACCESSIBLE BOX AAD BLANC UP ABMDOI ED OPENING. C7 EAST1146 EOJIPMEJT TO BE REMOVED. CAMECT TO DUSTING. FV FRE DAPPER ON OUTDOOR AR INTAKE 5 SUPPLY NR AIR DEVICE SCHEDULE RETURN AR E EXHAUST AR TAG TYPE NECK FRAME % PE) MAX PATTERN NUMBER MATERIAL DAMPER MANUFACTURER MODEL FINISH REMARKS/NOTES (IN) (IN) (INMAXWE) NC OF SLOTS TYPE III W UNION CD -1 SUPPLY REF PLAN 24X24 0.15 30 4 -WAY NA STEEL OBS TITUS TMS WHITE 1, 3 CD -2 SUPPLY REF PLAN 12X12 0.15 30 4 -WAY NA STEEL OBS TITUS TMS WHITE 1 3 RG -1 RETURN REF PLAN 24%24 0.1 30 NA STEEL TITUS 350RL WHITE 3 RG -2 RETURN REF PLAN I 24%24 0.1 1 30 NA STEEL I TITUS 35ORLF1 WHITE 3 REMARKSMOTES 1. OPPOSED BLADE BALANCING DAMPER 3. LAY -IN 5. DUCT MOUNTED 2. FIRE BLANKET 4. SURFACE MOUNTED CONTROLS & OPERATION CONTROL WIRING THE MECHANICAL CONTRACTOR SWILL PROVIDE ALL CONTROL WIRING, DEVICES, EIC NECESSARY FOR A COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM. RESPONSIBILITY OF LICENSEE TO ESTABUSH PERFORMANCE REQUIREMENTS AND VERIFY ADEQUACY OF EOSTING EQUIPMENT. PROJECT CLOSE-OUT RECORD DRAWINGS THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED RECORD DRAWINGS AND AS -GUILTS FOR OWNER USE TESTING, ADJUSTING & BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR MBE CERTIFIED AIR BALANCE CONTRACTOR SHALL ACCURATELY BALANCE THE NR SYSTEMS TO PROVIDE AR QUALITIES INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. PROVIDE ONE COPY TO ARCHITECT. INSPECT AND TEST EXISTING HVAC EQUIPMENT BEING REUSED AS A PART OF THIS WORK. DETERMINE CONDITION AND CONFIRM OPERATION AT RATED CAPACITIES. PROVIDE WRITTEN REPORT OF FINDINGS AND ANY REPAIRS REQUIRED WITH RELATED PRICING. BUILDING CODE NOTES MECHANICAL CODE EDITION: 2012 INTERNA71ONAL MECHANICAL CODE, WITH AMENDMENTS AS REQUIRED 2. THE HVAC DRAWINGS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS IN THE FIELD. NEW UNIT LOCATION TO BE FIELD VERIFIED BY A STRUCTURAL ENGINEER 3. THE HVAC INSTALLER IS RESPONSIBLE FOR PROVIDING ALL RETURN NR SHEET METAL DUCTWORK AND PLENUMS AND INSULATION FOR SAME. 4. SHEET METAL DUCTWORK TO BE CONSTRUCTED AND SUPPORTED PER 'SMACNA' STANDARDS, WITH 2' EXTERNAL INSULATION WITH VAPOR BARRIERS. 5. THE HVAC PACKAGE INCLUDES THE FOLLOWING: (BY HVAC CONTRACTOR) A SUPPLY AND RETURN NR DUCT SYSTEMS, DIFFUSERS, AND GRILLES AS SHOWN. B. TOILET EXHAUST FAN AND DUCTWORK. C. PACKAGED ROOFTOP UNIT AND RELATED ACCESSORIES. D. CONTROLS AND CONTROL WIRING. 6. THE GENERAL CONTRACTOR TO PROVIDE THE FOLLOWING: A FRAME -IN DIFFUSERS B. INSURE THAT T -BPR COLING IS INSTALLED EXACTLY AS SHOWN ON ARCHITECTURAL DRAWINGS. 7. HVAC CONTRACTOR SHAT INSTALL ALL CONTROL WIRING INCLUDING FINAL CONNECTIONS, AND RELOCATE ALL THERMOSTATS AS INDICATED OR REQUIRED. 8. HVAC CONTRACTOR TO COMPLETELY STUFF J -BOXES FOR REMOTE TEMPERATURE SENSORS/THERMOSTATS WITH SCRAP PIECES OF FIBER -GLASS INSULATION. ALL SENSORS/THERMOSTATS MUST BE MOUNTED ON THE WOOD BASE WHICH HAS BEEN PROVIDED IN THE HVAC PACKAGE. 9. IF FIRE STATS AND/OR SMOKE OETECTORS ARE REQUIRED, INSTALLATION WILL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR. 10. WHEN WIRING FOR THERMOSTATS AND REMOTE SENSORS NOT IN A CONDUIT, THE WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. NONE OF THE WIRING SHALL BE ROUTED OVER FLUORESCENT BALLAST'S , POWER BOXES OF IN A CONd)IT WITH UNE VOLTAGE WIRING AS ELECTRICAL INTERFERENCE WILL CAUSE ERRATIC CONTROL OPERATON. 11. THE CONTRACTOR SHALL MAG: ANY MODIFICATIONS NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL MECHANICAL IDENTIFICATION HVAC SYSTEM AS PART OF HIS BID, INCLUDING MODIFICATIONS REQUIRED BY ACTUAL FIELD CONDITIONS. PROVIDE AND INSTALL AS REQUIRED BY THE KCAR EQUIPMENT AND SERVICES 12, THE WORK SHALL CONFORM WITH ALL APPLICABLE LOGIN. STATE AND FEDERAL CODES AND STANDARDS, IDENTIFICATION REQUIREMENTS. ASHRAE STANDARDS SMACNA AND ALL AUTHORITIES HAVING JURISDICTION. 13. THE CONTRACTOR SHALL ARRANGE AND PAY FOR ANY COST OF ALL REQUIRED PERMITS AND INSPECTIONS. 14. PROVIDE A TESTING AND BALANCING REPORT THAT DOCUMENTS THAT THE SPECIFIED NR FLOWS HAVE BEEN ACHIEVED AND DEMONSTRATE SAME TO THE OWNER AS REQUESTED. T&B BY A NATIONALLY CERTIFIED INDEPENDENT FIRM. PROVIDE ANY DAMPERS OR EQUIV. DEVICES TO EFFECT AR BALANCE. 15. EXPOSED DUCTWORK SHALL HAVE NO EXPOSED STANDING SEAMS/STIFFENER AT TRANSVERSE JOINT. NO DRIVE SUPS - FLUSH S -SUPS ONLY. LONGITUDINAL SEAMS SHAT BE PLACED AT TOP OF DUCT AND WHERE POSSIBLE OUT OF DIRECT SIGHT AND NO VISIBLE HANGERS. 16. ANY CHANGES IN DUCT SIZES NECESSARY TO CLEAR/ACCOMODATE OBSTRUCTIONS SHAT CORRESPOND TO DEFINITIONS THE EQUIVALENT ROUND OF THE SPECIFIED DUCT SIZE. GRADUAL TRANSFORMATION DUCTWORK SHALL BE PROVIDED AS NEEDED TO CONNECT EXISTING DUCTWORK/DIFFUSERS. d5COMEGT DISCONNECT EQ1PhEJT/DEVICE COMIECTION. WITHDRAW 5F72VOE(5) BEYOND 17 ALL MANUFACTURERS AND THEIR CATALOG NUMBERS THAT ARE LISTED ON THE PLANS AND SCHEDULES ARE ADJACBNf SURFACE AND GAP. ALLOW 13NOUGH ROOM TO FIN15H OPENING 51MILAR TO ADJACENT SURFACE. SEiVILE5) THaU FLOOR SHALL BE WITHDRAWN INTO SPACE BLLOW. SERVM(5) THR U CELIN6 5HN.L BE WITHDRAWN INTO CELIN6 SPACE. CAP 5ERVICE(5) EXCEPT WEE IT 15 TO BE EXTENDED FOR A NEW SERVICE CONNECTION. DOMESTIC WATER AND SANITARY PPIN6 DEAD END5 5HAL BE LIMITED TO 7-0' MAX). RR40W 51gVE5 WNBE THEY EXIST AND HOLES RLL® MD 19NISH REARED BY THE 6BJ3RA. CONTRACTOR. CONDUIT N SLABS SHAT BE CUT OFF BLLOW A7JACB4T FIN15H AND SHAT HAVE WRING WITHDRAWN TO NEXT ACCESSIBLE OPBNIN6 WEE OTHER EQUIPMENT OR DEVICES ARE SERVED OR TO THE PARE. WEE ONLY THIS EOUIPMENT/DEVICE 15 SERVED. CONDUIT AND NRN6 ABOVE GRADE SHALL BE REMOVED BACK TO PARE_ OR PONT OF 006114. IN MULTI -TENANT BUILDINGS WERE SERVICES ARE CONTINUE) IN A SPACE OR SPACES THAT ARE PMT OF MNOTHE R TENANT, REMOVE SERVICES) TO ITS TE IANATION IN A SPACE CONTROLLED BY THE FROP05® TBNM)T OR TO A SPACE CONTE BY THE LA DLOW/MMNAGE ENT. COORDINATE THESE TERMNATIONS WITH UAADLOW/MMNAGE ENT. REMOVAL MATBRIAL5/6OJPMENT/OEVICE5 TO BE REMOVED AND NOT RELOCATED OR STORM) A5 WRL AS CONSTRUCTION MATERIALS ACCUU ATER DUdN6 THE REMOVAL WORK SHAD. BE REMOVE) AND DISPOSE) OF AT THE EXPENSE OF THE RESPECTIVE TRADE. BLANC W OPENINGS THAT ARE TO BE ADA DCNE7 IN EXISTING WADS THAT REMAIN. DUST CONTROL IN 6BElA., THE DUST CONTROL SHAT BE PROVIDED MD MAINTANE) BY THE GBE2A. CONTRACTOR. THIS TRADE SHALL COORDINATE ITS WOW NTH THE 6BERAL CONTRACTOR WITH RE5PEGT TO DUST CONTROL N THE AREA INDICATED FOR NEW WORK. SPECIAL CONTROL FOR HEALTH AND SAFETY OF WORC825, FOR WCW OUT51PE THE AREA REGARDED AS THE NEW WORK AREA, AND A5 REOURED BY SPECIAL CONDITIONS SHALL BE BY TH15 TRADE. INTE PT1ON OF SERVICES WOW THAT REOURES INTBddPTICN OF SENILIS TO PORTIONS OF THE BUILDING OTHER THAN AREAS N WHICH THE WORK 15 TO BE ACOQMPLI5HEV 5HALL BE GOORDNATED NTH THE BUILDING MANAGEMENT AND AGG4MPLI5HEP CURING THE NIGHTTIME OR ON WADS AND AT NO ADATIO & COST. INTENDED TO BE 'OR APPROVED EQUAL'. THE OWNER HAS THE FINAL AUTHORITY IN APPROVING SUBSTITUTIONS TO THOSE LISTED. 18. THE HVA; CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH THE CONDITIONS PRIOR TO SUBMITTING HIS OD. NO ADDITIONAL COMPENSATION WILL BE MADE TO HIM DUE TO UNFORESEEN WORK OR HIS LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 19. ALL MATERIALS AND WORKMANSHIP PROVIDED BY THIS CONTRACTOR SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ALL DEFECTS SHAT BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. REVIEW EXISTING CCNDIT05 AND INCL DE NECESSARY CHMI6E5 A5 A PART OF THE BID. INFORM U5E2ci OF DIFFERENCES. E EXISTING EOUPMENT/DEVICE TO REMAIN. ER EASTN6 EQJPI,EJT/DEVICE TO BE REMOVED. THIS TRADE SHAT P15CCN ECT THE 5ERVIOE(5). 13ND P15CCN ECT EXISTING EQJIP.ENT/OEVICE AND ALTER 58MCM FOR NEW EOUIPMENT/DEVICE AT THE SAME LOCATION. ERR EXISTING EGUIPMEiMDEVICE TO BE REMOVED AND RELOCATED. THIS TRADE SHALL DISCONNECT THE SERVICES). CLEAN AND MAS NECESSARY RERAR5 OR ADJUSTMENTS AS REQUIRED TO FACILITATE THE IN5TAJATION AT THE NEW LOCATION. ENL NEW LOCATION FOR EAST1146 EQJIPMEJT/OEVICE TO BE REMOVED AND RELOCATED. EXTEND SERVICES N WALL/BELOW FLOOR/ABOVE CEILING, A5 REQUIRE? TO NEW LOCATION. E7 P15CCN ECT EOJIPMEJT/MVICE CONNECTION(S). NTHORAW 5B2VICE5 BEYOND ADJACENT SURFACE AND CAP. ALLOW ENOUGH SPACE TO FIN15H OPENING 51MLAR TO ADJACENT SURFACE. EA EXISTING EQUIPMEiMDEVICE/SGRWCE TO BE ADA DONED. DISCONNECT SERVICES). ELECTRICAL CONDUITS 5HAU. HAVE WIRING NTHDRAM TO HEAiiT ACCESSIBLE BOX AAD BLANC UP ABMDOI ED OPENING. C7 EAST1146 EOJIPMEJT TO BE REMOVED. CAMECT TO DUSTING. FV FRE DAPPER ON OUTDOOR AR INTAKE 5 SUPPLY NR R RETURN AR E EXHAUST AR RTU ROOFTOP UNIT w_ EXHAUST FAN LINO UNE55 NOTED MERN15E -6- GAS PIPING ® SIPPLY OPENING WETU PJ/EXHA ST OPENING BALL VALVE 11 00 BUT ER:LY VALVE III W UNION e- PULP Q THERMOSTAT 6131M1 L PLPL M 0 m 0 M Lu 0 O U> �a 00 Z = 0a O 00 W W M e- PROJECT NO.: m Z CHECKED BY: UEK LUN DRAWN BY: NRC 5 SHEET TITLE: N w MECHANICAL SPEp9CATIM L I� O V w 0 PLPL O 0 m 0 C N 3 �U 0 W I� O V w 0 rJOHN E. KOWALSKI P.E. 614 Handel Lane Woodstack 1L60098 T(847)719-1708 F(847)7191738 Colorado License No: 41422 M1.0 0 m 0 n 0 �a z DATE' 10/28/2015 PROJECT NO.: 5792 CHECKED BY: UEK DRAWN BY: NRC SHEET TITLE: 01/19/17 MECHANICAL SPEp9CATIM rJOHN E. KOWALSKI P.E. 614 Handel Lane Woodstack 1L60098 T(847)719-1708 F(847)7191738 Colorado License No: 41422 M1.0 MECHANICAL FLOOR PLAN X.ALE V4' . I'' V PLAN NOTES 1. CUT AND CAP ALL oBST114B OUCTWOM AWOCIATED WITH TI#S RN THAT PBMIRATES NEW VEMM WNL WO HANW 2 TE1WW SPACE. 2 PROM EXTRACT -NL EM4 EXTRACTOR ABA AND COMECT TD EF -4. ROOF TOP UNIT SCHEDULE , r M ivy WESIM 0 FAT HM IN HM QIT O=JN6 VVA cmwm U> Q'<RATR76 a TAG Z MPR. NO. GRA OW E9P ODMS HAM HAM mm W=!/D Else mew NOTES M t- l7 CFM m "Mm we too DEHD JEK am LU R L1-5 CARRIER 48TCEA06 2000 500 0.90 80/67 115/- 90/- 62.8/47.2 1131L904 800 LZ9 I. NOTES I. PROVDE WITH 10016 MDDUATINS ECONOMIZER AND BAROMETRIC RELIEF DMFER. 2. PROVDE WITH FLU PERAETER INSUATED CLRB AND FILTER RACK WITH 7 TH2OW-AWAY FILTERS. 5. TFIERI 5TAT 5HAL BE CARRIER ELECTRONIC FROGRAWAABLE WITH ANTI -RECYCLING CONfem. 4. PROVIDE 5 YEAR COFFSE550R AND 10 YEAR FEAT EXCHAI48BR WARRANTIES. 5. PROVDE FACTORY 5TART4P M , r M ivy 0 0 M Lu mrU O U> a 00 Z = 06 O zi 00t- Lu CC Lu M t- l7 PROJECT NO.: m z CHECKED BY: JEK LU DRAWN BY. _ D w SHEET TITLE � 2 MECHANICAL FLOOR PLAN L Clio) M ivy 0 0 M Lu mrU O U> a 00 Z = 06 O zi 00t- Lu CC Lu M t- l7 PROJECT NO.: m z CHECKED BY: JEK LU DRAWN BY. _ D w SHEET TITLE � 2 MECHANICAL FLOOR PLAN L Clio) ivy 0 0 0 3 mrU 0 W 1 0 V w ° rJOHN E. KOWALSKI P.E. 614 Handel Lane Woodstock 1L60098 T(847)719-1708 F(847)7191738 Colorado License No: 41422 M2.0 0 0 0 a z DATE: 10/28/2015 PROJECT NO.: 5792 CHECKED BY: JEK DRAWN BY. NRC SHEET TITLE 01/19/17 MECHANICAL FLOOR PLAN rJOHN E. KOWALSKI P.E. 614 Handel Lane Woodstock 1L60098 T(847)719-1708 F(847)7191738 Colorado License No: 41422 M2.0 ELECTRICAL SPECIFICATIONS GENERAL SCOPE THE INTENT OF THE SPECIFICATION MID THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE ELECTRICAL WORK. SITE EXAMINATION THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL APNEAS WHERE EQUIPMENT, CONDUIT, AND WIRING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE ELECTRICAL WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF NEC, ASTM, UL, ETL, NEMA, ANSI, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPUCABLE STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFUCT BETWEEN THE DRAWINGS/SPECIFICATK)NS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE ELECTRICAL CONTRACTOR SHAT SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO UCENSEE. PERMITS AND FEES THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL WORK. WARRANTY THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE 1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY UCENSE AND WILL REPAIR OR REPLACE ANY DEFECTNE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. COORDINATION THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS SHALL TACE PRECEDENCE 94M ALL OTHER DRAWINGS. DO NOT SCAT DISTANCES OFF THE ELECTRICAL DRAWINGS; USE ACTUAL BUILDING DIMENSIONS. TESTING ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. BALANCE ALL BRANCH CIRCUIT LOADS BETWEEN THE PHASES OF THE SYSTEM TO WITHIN 10% OF THE HIGHEST PHASE LOAD IN EACH PANELBOARD. TEMPORARY POWER THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICAL WIRING FOR CONSTRUCTION. THE TEMPORARY SERVICE SHALL BE A MINIMUM OF 60 AMPS, SINGLE PHASE, THREE WIRE, 120/208 VOLTS FUSED AT AWN DISCONNECT. AL RECEPTACLES ON THIS TEMPORARY SERVICE SHALL BE PROTECTED BY A GFl BREAKER. MECHANICAL EQUIPMENT ALL FINAL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE DONE BY THE ELECTRICAL CONTRACTOR. DEMOLITION EXISTING SYSTEMS THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEENERGIZING CIRCUITS IN DEMOLITION AREAS TO INSURE A SAFE CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING LOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGER BE USED SHALL BE REMOVED AND PROPERLY DISPOSED OF AT CONTRACTORS EXPENSE UNLESS OTHERWISE NOTED. POWER OUTAGES THE ELECTRICAL CONTRACTOR SHALL SCHEDULE ALL ELECTRICAL SYSTEMS OUTAGES WITH THE GENERAL CONTRACTOR AND LAND I AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVED OTHERWISE AL OUTAGES SHALL OCCUR BETWEEN 11:OOPM AND 5:OOAM. BASIC MATERIALS AND METHODS MATERIALS PROVIDE ALL NEW MATERIAL AND EQUIPMENT UNLESS NOTED OTHERWISE ALL EQUIPMENT SHALL BE UL APPROVED AND LABELED, OR OTHER APPROVED TESTING ORGANIZATION WHICH HAS ACCEPTANCE BY THE LOCAL JURISDICTION, FOR THE PURPOSE FOR WHICH THEY ARE USED, IN ADDITION TO MEETING AL REQUIREMENTS OF THE CURRENT APPUCABLE CODES AND REGULATIONS. NO SUBSTITUTION TO MATERIALS SPECIFIED WILL BE ALLOWED UNLESS NOTED OTHERWISE. CUTTING AND FITTING PERFORM CUTTING, CORING, FITTING, REPAIRING AND FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE EQUIPMENT OF THIS SECTION. HOWEVER, NO CUTTING OF THE WORK OF OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DONE WITHOUT THE CONSENT OF THE UCENSEE AND LANDLORD. PROPERLY FILL, SEA, FIREPROOF, AND WATERPROOF ALL OPENINGS, SLEEVES, AND HOLES IN SLABS, WALLS, AND CASEWORK. PROVIDE CODE APPROVED WIRING METHODS FOR BRANCH CIRCUITING INDOORS, SUCH AS EMT CONDUIT AND COPPER CONDUCTORS, OR MC CABLE FOR MECHANICAL EQUIPMENT, LIGHTING, AND POWER. CONDUIT RUNS ON EXTERIOR OF BUILDING SHALL BE RIGID STEEL CONDUIT WITH WEATHER TIGHT. CORROSION -RESISTANT FITTINGS. SCHEDULE 40 PVC IS ACCEPTABLE WHERE PERMITTED BY CODE AND FOR UNDERGROUND RUNS OR CONCRETE ENCASEMENT WHERE NOT EXPOSED TO PHYSICAL DAMAGE. THE MINIMUM SIZE OF CONDUIT SHAT BE 1 2' UNLESS OTHERWISE NOTED. CONDUIT RUNS CONCEALED IN CON RETE SHALL BE 3/4 - MINIMUM, UNLESS OTHERWISE NOTED. CONDUIT CONNECTORS SHALL BE DOUBLE LOCKNUT TYPE, UL USTED AND LABELED, WITH COMPRESSION OR SET SCREW FITTINGS. :I[EbI?9�Q91(�91E'IIaI.Di��]IG9? �I�'RL:1/4? S BRANCH CIRCUIT WORK CHASED INTO EXISTING CONSTRUCTION FOR CONCEALMENT UNDER PATCHED FINISHES SFW! BE INSTALLED IN RIGID CONDUIT, OR EMT. WHERE RACEWAYS ARE INSTALLED FOR OTHERS TO USE, OR FOR FUTURE USE, PROVIDE NYLON PULL SIRING. PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED USING 3M FIRE BARRIER CAULK, NELSON ELECTRIC RAAMESEAL OR T&B FLAAMESAFE OR OTHER APPROVED METHOD. CONDUCTORS AND TERMINATIONS CONDUCTORS CONDUCTORS SHALL BE COPPER, INSULATED FOR 60OV. TYPE THWN/THHN. NUMBER 12 AWG MINIMUM. MOTORS AND OTHER WIRING THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED CONDUIT, WIRING, AND SAFETY SWITCHES FOR ALL MOTORS, AND OTHER ELECTRICAL EQUIPMENT , EVEN THOUGH THE MOTORS AND ELECTRICAL EQUIPMENT MAY BE SUPPLIED BY OTHERS. MOTORS, CONTROLS, ETC. SHALL BE FURNISHED BY THE SUPPLIER OF THE DRIVEN EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL WORK AND CONNECTIONS REQUIRED TO MAKE THE SYSTEM COMPLETE AND OPERATIONAL THE ELECTRICAL EQUIPMENT MAY INCLUDE BUT NOT BE LIMITED TO SUCH ITEMS AS GRILLE MOTORS AND INTERLOCKS, STOREFRONT AND INTERIOR SK;NAGE, STARTING DEVICES, MOTOR CONTROLLERS FLOAT SWITCHES, AMM DEVICES OR SYSTEMS, PUSH BUTTONS, EXHAUST FANS, DATA SYSTEMS, INTERCOMS AND STEREO SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL VERIFY EQUIPMENT LOCATION AND SIZES WITH THE TRADE SUPPLYING THE EQUIPMENT BEFORE INSTALLING THE CONDUIT OR OUTLETS. SWITCHES AND RECEPTACLES SWITCHES LEVITON NO. CSB1-20-W OR APPROVED EQUAL WITH MATCHING COVERPLAES. DIMMERS LUTRDN NWA T SERIES WITH MATCHING COVERPLATES, 1500 WATT MAXIMUM, AS REWIRED FOR FIXTURE QUANTITIES SHOWN ON THE UGHTNG PLAN. RECEPTACLES LEVITON NO. BR20W OR APPROVED EQUAL WITH MATCHING COVERPLATES. INSTALL RECEPTACLES WITH GROUND PIN UP AT +15' UNLESS OTHERWISE NOTED. AT BACKBAR MOUNT AT +10' ABOVE COUNTERTOP UNLESS OTHERWISE NOTED. PROVIDE GFCI TYPE WHERE INDICATED. ALL RECEPTACLES SHALL BE RECESSED UNLESS NOTED OTHERWISE. DISCONNECTS AND FUSED SWITCHES FUSED SWITCHES HEAVY DUTY TYPE, HORSEPOWER RATED WITH INTERLOCKING COVER. NEMA 1 TYPICAL OUTDOOR AND WET LOCATION SWITCHES SHALL BE RAINRGHT TYPE NEMA 3R. ALL SWITCHES SHAT BE LOCKABLE FUSES IN CIRCUITS RATED AT 600 AMPERES OR LESS SHAT BE UL CLASS RK1 DUAL -ELEMENT, TIME -DELAY, CURRENT UMITING FUSES. FUSES IN CIRCUITS RATED AT 601 AMPERES OR LARGER SHALL BE UL CLASS L TIME -DELAY, CURRENT UNITING FUSES. STARTERS STARTERS SHALL BE ELECTRICALLY OPERATED ACROSS -THE -UNE MAGNETIC STARTERS IN ENCLOSURES AS REQUIRED FOR THE INTENDED USE. PROVIDE H -O -A, RED RUNNING PILOT, CONTROL TRANSFORMER (CONFIRM VOLTAGE WITH CONTROLLING SERVICE), FUSING, REPLACEABLE COILS AND CONTACTS, AND OVERLOADS FOR EVERY PHASE LEG. PROVIDE TWO N.O. AND TWO N.C. AUXILIARY CONTACTS FOR EACH STARTER. UNLESS SPECIFICALLY NOTED OTHERWISE, STARTERS SHALL BE BY THIS TRADE AND SHALL BE SQUARE D AND CONFORM TO NEMA STANDARDS. NAMEPLATES PROVIDE PERMANENT NAMEPLATE LABELING ON ALL DISCONNECTS. INCLUDE LOAD SERVED, VOLTAGE, PHASE, HORSEPOWER, FUSE SIZE, AND TYPE MOUNTING MOUNT INDEPENDENT OF THE MECHANICAL UNIT HOUSING UNLESS SPECIFICALLY ACCEPTED BY THE LOCAL CODE AUTHORITY. PROVIDE UNISTRUT SUPPORT CHANNELS MOUNTED IN COORDINATION WITH ROOF PENETRATION AND PATCHING WORK. COORDINATE WITH GENERAL CONTRACTOR. GROUNDING ALL MAJOR PARTS NOT CARRYING CURRENT, INCLUDING BUT NOT UMITED T0, SECONDARY FEEDER CIRCUIT, EQUIPMENT AND PANELBOMD ENCLOSURES, PULL AND JUNCTION BOXES, SHAT BE PROPERLY GROUNDED. METAIJC RACEWAYS SHALL UTILIZE DOUBLE LOCKNUTS AND OTHER FITTINGS AS PROMOING GROUND CONTINUITY. 7[t:Hli[t MODIFY EXISTING UGHTING SYSTEM COMPLETE AND FULLY OPERATIONAL AND IN CONFORMANCE WITH CODE AND UL USRNG REQUIREMENTS. CLEAN ALL FIXTURES AT TIME OF JOB COMPLETION LMUZING MANUFACTURERS APPROVED OR RECOMMENDED CLEANING SOLUTIONS ALL FIXTURES AND LAMPS ARE SELECTED AND PROVIDED BY GC AS SCHEDULED UNLESS NOTED OTHERWISE. DATA UNE NOTES DATA SYSTEM PROVIDED BY HANGER. DATA WIRING PROVIDED BY HANGER'S TELECOM CONTRACTOR. VERIFY SYSTEM REQUIREMENTS AND ROUGH -IN LOCATIONS WITH HANGER PRIOR TO START OF CONSTRUCTION. DATA / VOICE OVER IP HANGER'S TELECOM CONTRACTOR SFW1 BE RESPONSIBLE FOR SUPPLYING AND INSTA UNG INTERNAL DATA CABLING, HOMERUNS, JACKS, TERMINATIONS, AND CONNECTIONS. ALL CABLING SHALL BE INSTALLED IN ACCORDANCE WITH STATE/LOCAL CODES AND ORDINANCES AND FOLLOW THE MINIMUM BASICS OF BISCI INSTALLATION STANDARDS. ALL CABLE SHALL BE CATEGORY 6 PLENUM RATED UNLESS OTHERWISE DICTATED BY LOCAL ORDINANCE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING 4' BOX AND 3/4' CONDUIT STUBBED TO ABOVE CEILING WITH PULL STRING. ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION AND SCHEDULE WITH HANGER'S TELECOM CONTRACTOR EACH TELEPHONE/DATA OnJT SHALL HAVE AN INDIVIDUAL HOME RUN FROM THE TELEPHONE EQUIPMENT BOARD (LEAVE 6' WHIP) TO THE INDIVIDUAL OUTLET (LEAVE 2' WHIP AT EACH END). EACH WHIP END IS TO BE CLEARLY LABELED AS TO ITS LOCATION. 7 3. . _,., 7!717„ 9175. THE FIRE AMM CONTRACTOR SHALL PROVIDE A COMPLETE ELECTRICALLY SUPERVISED AUTOMATIC SYSTEM INCLUDING DEMOLITION, REMOVAL, ALTERATIONS, DEVICES, AND INTERCONNECTING WIRING AS REWIRED TO ACCOMMODATE THE PROPOSED WORK. EQUIPMENT SHALL MATCH BASE BUILDING. THIS TRADE SHALL COORDINATE WITH THE GENERA. CONTRACTOR AND BASE BUILDING FIRE AMM CONTRACTOR REGARDING THE CHANGES TO THE EXISTING SYSTEM. INSTALLATION SHALL COMPLY WITH GOVERNING CODES AND DRAWINGS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL BRANCHPANELS AND CIRCUIT BREAKERS SHALL BE SQUARE D TYPE NO(24OV). PANELS SHALL HAVE COPPER BUS AND BREAKERS SHALL BE BOLT ON TYPE. (PROVIDE SWITCHING DUTY BREAKERS FOR LIGHTING CIRCUITS SWITCHED AT THE PANEL) PROVIDE ACCURATE TYPED PANEL SCHEDULE FOR EACH PANEL GENERAL NOTES: ELECTRICAL CODE EDITION: 2014 NEC WITH AMENDMENTS 2. ALL CONDUITS SHALL BE RUN STRAIGHT AND TRUE AND PARALLEL TO BUILDING WALLS AND STRUCTURE SUPPORT ALL CONDUIT PER REQUIREMENTS OF LATEST EDITIONS OF THE APPLICABLE CODES. 3. ALL CONDUIT ROUTING SHOWN ON THE PLANS ME APPROXIMATE THE ELECTRICAL CONTRACTOR IS TO DETERMINE THE BEST ROUTING IN THE FIELD 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL SAFETY DISCONNECT SWITCHES, AND FUSES. PROVIDE THREE SPARE FUSES FOR EACH SIZE SPECIFIED. 5. THE PUNS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED. THE ELECTRICAL CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS IN THE FIELD TO CLEAR OBSTRUCTIONS. E.C. TO MAKE ALL FIELD MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THBR ACCURACY. 6. ALL CIRCUIT BREAKERS USED TO SWITCH LIGHT FIXTURES SHALL BE APPROVED FOR THE PURPOSE AND MARKED `SWT'. 7. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF ALL CIRCUIT BREAKERS. EACH PANEL WILL BE PROVIDED WITH A TYPEWRITTEN CIRCUIT DIRECTORY. B. AL PANELS WILL BE PROVIDED WITH A KEY LOCK AND LATCH. EACH PANEL SHALL HAVE TWO KEYS WITH ALL PANELS KEYED ALIKE. 9. INCOMING SERVICE SHALL BE 120/208V, 3 PHASE, 4 WIRE, ANY OTHER KIND OF SERVICE SHALL NOT BE PERMITTED UNLESS APPROVED IN WRITING. 10. AL ELECTRICAL MATERIAL USED ON THIS PROJECT MUST BE 'UL' USTED AND LABELED. 11. ELECTRICAL SUBCONTRACTOR SHAT BE RESPONSIBLE FOR BALANCING THE LOADS ON ALL PANELS. 12. ELECTRICAL CONTRACTOR SHALL MAIM CLEARLY & LEGIBLY ON THE DOORS OF ALL PANELS 'WARNING - ARC FLASH HAZARD. APPROPRIATE PPE REQUIRED. FAILURE TO COMPLY CAN RESULT IN DEATH OR INJURY. REFER TO NFPA 70E.' 13. CONDUITS INSTALLED OUTDOORS SHALL BE 3/4' MINIMUM RIGID HEAVYWALL THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT SUPPORTS FOR ALL CONDUITS. ALL ELBOWS SHALL BE HEAVYWALL STEEL 14. THE MINIMUM SIZE OF WIRE SHALL BE 112 AWG THHN. WIRES INSTALLED UNDERGROUND OR OUTDOORS SHALL BE THW. ALL HOMERUNS OF 75 FEET AND LONGER SHALL BE SIZED ACCORDINGLY BY THE CONTRACTOR. 15. ALL CONDUITS RUNNING FROM OUTSIDE OF BUILDING INTO BUILDING MUST HAVE APPROVED SEALOFFS 16. ALL MANUFACTURES AND THBR CATALOG NUMBERS THAT ARE LISTED ON THE PLANS AND SCHEDULES ARE INTENDED TO BE 'DR APPROVED EQUAL'. THE ENGINEER HAS THE FINAL AUTHORITY IN APPROVING SUBSTITUTIONS TO THOSE ITEMS LISTED. 17. ALL FIXTURE, OUTLETS, SWITCHES, PANELS AND HVAC EQUIPMENT SHALL BE GROUNDED PER NEC. 18. SERVICE EQUIPMENT, RACEWAYS AND ANY CONDUITS SHALL BE GROUNDED AND BONDED PER REQUIREMENTS OF NEC ARTICLE 230-63 AND APPUCABLE PMTS OF ARTICLE 250. 19. ELECTRICAL CONTRACTOR TO PERFORM ALL CUTTING AN PATCHING AS REQUIRED FOR THE INSTALLATION OF HIS WORK. ALL FIRESTOPPING AND SMOKE STOPPING AT ALL PENETRATIONS SHALL BE EQUAL IN RATING TO THE CONSTRUCTION BEING PENETRATED. E.C. SHALL RESTORE ALL AREAS DISTURBED BY CUTTING, PATCHING, AND EXCAVATING TO ITS ORIGINAL CONDITION. 20. ALL MATERIALS AND WORKMANSHIP PROVIDED BY THE E.C. SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ALL DEFECTS SHALL BE CORRECTED AT NO COST TO THE OWNER 21. ELECTRICAL CONTRACTOR SHAT VISIT THE JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDMONAL COMPENSATION WILL BE MADE TO HIM WE TO UNFORESEEN WORK OR HIS LAC( OF KNOWLEDGE OF EXISTING CONDITIONS. 22. PROVIDE GROMMENTS OR TRIM AT ALL CEIUNG PENETRATIONS FOR FIXTURES OR SUPPORT. 23. VERIFY IN FIELD SYSTEM GROUNDING FOR THE TENANT SPACE. 24. FIDOBLE CONDUITS AND MC CABLE RUNS SHALL BE LIMITED TO 5' IN LENGTH IN ALL USES. DEFINITIONS OSCONICT DISC@fEGT ECUIP ENT/DEVICE CONNECTION. WITHDRAW SERV' E;5) BEYOND ADJACENT SURFACE AND CAP. ALLOW ENOUGH ROAN TO FN15H OPENING 5M M TO ADJACENT SURFACE. SERVICELS) THW FLOOR SHAL BE WITHDRAWN INTO SPACE B90W. 5ERVICE04 TTN CEIUNG SHALL BE WITHDRAWN WTO CELN6 SPACE. CAP WRVICM EXCEPT IN IT 15 TO BE EXTENDED FOR A NEW SERVICE CONNECTION. DOIE5TK WATER AND SANITARY PIPING DEAD ENDS SHALL BE LIMITED TO 20 UW REMOVE SLEEVES WHERE THEY MOST AND HOES FILO AND FNI5H RPARlID BY THE 6ENERA- CONTRALTO. CONDUIT IN NA55 SHALL L BE CUT OFF BELOW ADJACENT FN15H AND SHALL HAVE WRNS WITHDRAWN TO NEXT ACCE551CLE OPBJNS WERE OTHER EC APM NT OR DEVICES ARE SERVED OR TO THE PANEL WHE ONLY THIS EOUFMENTAXMCE 15 5E2VED. CONDUIT AND WRNS ABOVE GRADE SAL. BE REMOVED BACK TO PAH. OR POM O. ORIGIN. N MLT -TENANT BUEDN65 WHE 56NILE5 ARE CONTINUED N A SPACE OR 5PACE5 THAT ARE PART OF ANOTHER TENANT, REIADVE SERVILEM TO 1T5 TERMINATION N A SPACE CONTR0LL D BY THE PROPOSED TENW OR TO A SPACE COJTROJJD BY THE LADLORAMANA6E,BNT. COORANAIE THESE TdR.NATIONS WITH LA XORAMNAMEWE JT. REMOVAL MATERIAL5AMPMH4T/DEVKES TO BE REMOVED AND NOT RELOCATED OR STORED AS WELL AS CONSTRUCTION MATERIALS ACCUMLATEP DURING THE REMOVAL WORK SHALL BE REMOVED AND PIW05W OF AT THE EXPENSE OF THE RESPECTIVE T2/DE. CLAW UP OPENINGS THAT ARE TO BE ABA DO ED IN EMSTNG WAL5 THAT REMAIN. P JST CONTRA. N 6E I RAL, THE DUST CO M20L SHAD. BE PROVIDED AND MAINTAINED BY THE SEER& CONTRACTOR. THIS TRADE SHALL COORDINATE ITS WORK WTH THE GENERAL CONTRACTOR WITH RESPECT TO MST CONTROL N THE AREA INDICATED FOR NEW VDRL. SPECIAL CONTROL FOR HEALTH AND SAFETY OF V00033 , FOR WORT. CUT51PE 11E AREA RESARPEP AS THE NEW WDRK AREA, AND A5 WAARD BY SPECIAL CONDITIONS SHALL BE BY THIS L1 MFR: LITHONIA L2 MFR: LITHONIA ITEM: C-232-120-GEBIOIS ITEM: 2PM3N-GB-232-12LD-120-GEBIORS FINISH: WHITE FINISH: PANABOUC DIMENSION: 4' STRIP DIMENSION: 2'X4' LAMPING: (2)FO32T8/835 LAMPING. (2)FO321`8/835 0 SEE BALLAST NOTES L3 MFR: LITHONIA L4 NOT USED. ITEM: 2GT8-232-A72-120-GEBIORS 00 FINISH: WHITE/PRISMATIC = DIMENSION: 2'X4' O LAMPING: (2)FO32T8/835 SEE BALLAST NOTES EX/EM MFR: LITHONIA ITEM: LHOM21'X10' FINISH: WHITE DIMENSION: 21"X10' LAMPING: LED/(2) 5.4W KRYPTON EX MFR: LRHONIA ITEM: LQMSWIR120ELN FINISH: WHITE DIMENSION: 13"X9' WATTAGE: 0.05W LAMPING: LED MOUNTING: WALL MOUNT BALLAST NOTES: PROVIDE RAPID START BALLAST FOR FIXTURES UTIUZING MOTIONS SENSORS. CIRCUMNG NOTES: CONNECT TO CIRCUIT SERVING GENERAL UGHNNG FIXTURES IN THE AREA AHEAD OF LOCAL SWITCHING. EM -1 MFR: LITHONIA ITEM: ELM2 FINISH: WHITE DIMENSION: 12'X5' WATTAGE: 12W LAMPING: (2) SLAW KRYPTON MOUNTING: WNL BRACKET SEE NOTES ON CIRCUITING EM -2 MFR: LITHONIA ITEM: ELM654 FINISH: WHITE DIMENSION: 13'X7' WATTAGE 54W LAMPING: (2) 9W KRYPTON MOUNTING: WALL BRACKET REMOTE HEAD = ELA-MR24-KO906 SEE NOTES ON CIRCUITING 6H GROUND FAULT INTERRUPT IS MATED 6RDUw (ORANSE) WP WEATHER PROOF AFF ABOVE FNI5HEP FLOOR IND UNLESS NOTED OTHIMSE VIII 6ROU D 0/a JINLTRIN BOX/WALL MOAOED jwTON BOX ®/`r) RECEPTACLE - SPECIAL A5 CALLED Our ON FLAAL5 qp RECEPTACLE - VLFLEX RECEPTACLE - am v WNL MOUNTED TI313'I10NIEMATA OUT1 u - NOTE A 0 WALL mmNTED DATA OMEr - NOTE A WNL mmNTED TELEPHONE OUTLET - NOTE A 4 MUM CONrsTON Eb DISCQNCT - NON-IiYNP, F - FLEW F& COIDNATION MOTOR 5TARIER WITH P15C AND HOA: F - MUSED UNIT BATTERY (WNL OR mm MOUNTED) ® WT } 5N61E-POLE SWITCH. Kia --T. T-TN3aAAL RPRAT. D-0M.Ht i' M1.EVITON OD515-0 MOTION SENSING WITH 15 MN TIME DELAY. ♦♦} V-WA7T5T0PPER 126*100 MANUAL ON WITH 15 AN TIME DELAY. 15 THa-WAY SWITCH 4 FC R-WAT SWITCH lG BRANCH CCT PA SWARD FSC FAL SPEED CONTROL SIPPIJED BY WCMr WEIRD BY EIECL. ® LEVITON 09C20-MDW CEILING NONMED DUAL TECH VACANCY SENSOR. PROVIDE WITH TAY VCLTA3= MOWNTA2Y CONTACT 5NTCH. NOTE A PROVIDE 4' BOX I -GANG COVER. AND (0 3/4' CONDUIT EACH FOR DATA AND TEU9W E OUTLET AND TERh"TE IN ACCE560M CEIUNG SPACE. GENSPA1. NOTE5 REVEW EYJSTNG CO 7106 AND INDUCE NECESSARY ORANGES AS A PMT OF THE BD. INFORM USERS OF DIFFERENCES. E BUSTN6 EQAPhENT/DEVICE TO REMAIN. BR 005TN6 EQAPMHJT/DEVICE TO BE REMOVED. THI5 TRADE 5HW.L DISCONNECT THE SERVICEW. B,D DISCONNECT EASTNG EOIPMHJT/DEVICE AND ALTER SERVICES FOR NEW EQJPMHNT/DEVICE AT THE SAM LOCATION. ERR DUSTING EOAFl.HJT/DEVICE TO BE TEMDVD AND PBAXATD. THIS RUDE SHALL DISLKNECT THE 50ZVKM CLEAN AND MAO: NECESSARY REPAIRS OR ADL5TM3NT5 A5 W.WRD TO FACILITATE THE NSTAUATKN AT THE NEW LOCATION. EN_ NEW LOCATION FOR EXI5TN6 EQUPMEIT/OEVILE TO BE REMOVED AND RELOCATED. E(TEMD SERVICES N WALI AN OW H=WAWW CEILING A5 RARM TO NEW LOCATION. ED DISCONNECT EQUR,BJT/MNIM CONECTONN WTFDRAW 5a2VM MYO P ADJACENT SURFACE AND CAP. ALLOW BJOIFM SPACE TO FNBH OPENN6 SNLM TO ADJACENT 5UEFACE. EA BUSTN6 ECUPIA JT/DEVIDE/56MCE TO BE ADAD@AD. 015COMECT 5E2VILE16). ELECTRICAL COPUITS SIAL HAVE WRING WITHDRAW TO NEA05T ACCESSBIE BOLI AND BINK LP ABANDONED OPMNG. C 7 EX15TWO EC APWNT TO BE REMOVED. 4B CONNECT TO EXI5TN6. 6191E1 L M �� rn m 0 M Lu 0 O U> AM 00 Z = O 00 W W M l7 PROJECT NO.: 5792 Z N JEK DRAWN BY: NRC � SHEET TITLE N W BX-CTRWCAL SPECFlCATI0146 L rJOHN E. KOWALSKI P.E. 614 Handel Lane Woodstack IL60098 T(847)719-1708 F(847)7141738 Colorado License No: 41422 E1.0 Z3 �� rn m 0 t m 3 �U 0 W rJOHN E. KOWALSKI P.E. 614 Handel Lane Woodstack IL60098 T(847)719-1708 F(847)7141738 Colorado License No: 41422 E1.0 0 m 0 n 0 AM Iz DATE: 10/26/2015 PROJECT NO.: 5792 CHECKED BY: JEK DRAWN BY: NRC SHEET TITLE 01/19/17 BX-CTRWCAL SPECFlCATI0146 rJOHN E. KOWALSKI P.E. 614 Handel Lane Woodstack IL60098 T(847)719-1708 F(847)7141738 Colorado License No: 41422 E1.0 Flo u2E W N o S N a ¢a��s i?Ia LL J Q VIF g'� L9 Q [ W M M O p LU N O U��00 DLII T L2 L2 Z Am�yy O L2 [L2 12FL2 LI 5 L2 L5 L5 L5 J = W U U 00 ua CC M V V 7 FI GAIT 7 L2 x — —7 7 PA5TER 7 7 t 1`I m Q 5 L2 L2 V L5 L5 ® L5 ZVZ ^ W m LAMIINSTION 7 7 D w EXAM 5 7 7 7 7 ^ (n li © V ` L2 L2 L2 5 L2 L2 L2 L2 L2 u u u FITTING 5HOE FI -181 7 5 5 5 5 7 7 7 7 99 qy 99 p LAB Cl) V V V L5 u III z L2 L2 B.1 L2 L2 L2 I N. u `° /� o ® I 02 V 2 1 N. u u � L2 L2 L2 5 5 5 5 9 9 0b fuZ .� 3 RE51ROOM V I EVEIM 9b o N��H = U W x I NL 5N L2 L2 L2 JOB L2 119 E L2 L2 L2 © V WAITW 38 CLINICIAN x .5 5 B� 7 FRO 1-1 5 5 5 L2 104 L2 L2 u u u L2 L2 O 9 RECEPTION L2 L2 I0B L2 5f x L2 RE510 7 OOM 5TORAGE SEAL: 9G 9d 9G L2 L2 5 L2 L2 u u u V 5 5 5 1 I le y LI 5 5 7 q 9d A1. 9d p(/Em C ET I LIGHTING FLOOR PLAN m SGYE I/4'. 1=0' of m u w 3 W W 6 p. LL K� ffi ffi J LL LL M W W N N n m m O O O n 0 m 0 0 a Z DATE: 10/28/2015 PROJECT NO.: 5792 CHECKED BY: JEK DRAWN BY. NRC SHEET TIRE: LlCli1NO FLOOR PLAN 6151E2 01/19/17 rJOHN E. KOWALSKI SHEET NO.: P.E. 614 Nandel Lane Woodstock 1L60098 T(847)719-1708 F(847)7191738 Colorado License No: 41422 C • /� J .O POWER FLOOR PLAN PLAN NOTES BASIC TEIELQ.41lJK:AT10N5 (TC) ROOM ANI) TE811@E TE(•MINAL. BOARD M) SHALL BE 9/4'a44"V, R.YWOOD PANT® NTH FLARE R1DA RNNNT PAW AND SHOMD BE W LIN11511) ON THE GENDER OF THE REM WALL OF THE ROOM A5 EXAAPIM IN THE Pa ROOM ORAWN6 PROVIDED. 2. NNIMIlM ONE (D E O1RD( waioTALIE N5TALLm AT IW AFF Tib SHALL BE INSTAL. A SECOND STANDARD DMM RECEPTACLE SHdAD BE INSTALLED AS IBL. 9. 5Y5TEM 6RMINPN6 MUST COMPLY WITH THE 6EFERA. W95 FOR GROLNIP ME, PROVIDED IN ARTICLE 250 OF THE NATIONAL ELECTRIC CODE NEW. NATIONAL, FIRE PROTECTION AGEIACY NEPA) 70. OR THE APPUCABLE ELECTRIC CODE N THE CONTRY OF INSTALLATION. THE APPROVED 6RCL D SHOLID BE NO MOM THAN IN FROM TE SMd6 GATE RACK EOLW ERT. 4. PCX ROOM SHALL BE RESERVED FOR VOICE AND DATA E01.11PNENT MID BE PREE OF NON-TEI.ECOMANICATIONS E4I1PFOJT / 5Y51EM5. IF. - ELECTRICAL. DI5TZDUTI(IN PM85, ELECTRICAL TRAN5FOMRS DUST COLLECTION 5YSTI3A5, COMPRESSORS -94W PULPS. MEOM NON LAICAL OFFICE SUPPLIES 5T7RAM ETC. S. SWINE, GATE RACK WILL 6E E RALLY BE NSTIUM APPRML441 .Y CENTER OF THE TTB AND RE(LIRTS A MNMMA OF 2' OF SIDE CLEARANCE ON EITHER SEE. 6. THERE SHOLD BE -906 FOA( OF PASSIVE SWIST PROVIDED BIER ALTO THE CELIN6 OW BREVE2 P056BM OR LONBZED PANE. IN ENTRY DOOR. 7. MIE1E APPROPRIATE, PROVIDE AT LEAST TWO GO 4" STEEL CONDUITS STUBBED BETWEEN THE HALLWAY CELN6 MID THE TC ROOM SPACE. IE - IN CA5E5 W! THE COMMON WALL 6OE5 FLOOR TO CELN6 AND 15 NOT OPER ABOVE THE DROP MUNE LEVEL, OR F A HARD O3N6 15 BENE, USB). 8. PHYSICAL. LOOK AND LOLFKIRATION OF VOICEMATA EOIFM34T MAY VARY BASED OR SPECIFIC REO RIMENT5 AND ORCLIMSTAILES. WORM 110M PROVIDED IN NOTES 1.6 ADM SHDLW BE CONSIDER THE STANDARD WHENEVER P056BIE. COM/DATA NOTES O ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL A REMOTE START/STOP SWITCH TO CONTROL THE DUST COLLECTION MACHINE SWICH TO BE LOCATED AT THE DUST COLLECTION POINT FURTHEST FROM THE DUST COLLECTION MACHINE. O ALL DUPLEX RECEPTACLES, TELEPHONE AND DATA OUTLETS AT THE RECEPTION DESK TO BE MUM 18' AFF. GENERAL CONTRACTOR TO SUPPLY AND INSTALL GROMMETS N COUNTERTOP TO ACCOMMODATE EQUIPMENT CORDS. O NEW INTERIOR WALL PARITIMNS BETWEEN MANAGERS OFFICE, PRACTITIONER ROOMS, FITTING ROOMS AND WAITING ROOM TO THE RET OF THE PRACTICE SHAT BE FITTED WITH SOUND ATTENUATION BATAS. O ALL RECEPTACLE HEIGHTS ARE 18e U.N.O. (15' TO BOTTOM OF BOX). 1' rWIZ,411 .'. �.H• . .- OREFER TO ARCHITECTURAL PLANS FOR EXACT EQUIPMENT AND DEICE LOCATIONS. OALL CONDUITS 90 RACEWAYS SHALL BE RUN IN LAGTIONS WHERE THEY WILL NOT BE VISIBLE M CUSTOMERS. O ALL SWITCH HEIGHTS ARE 48' U.N.O. (TO TOP OF BOX). PANEL 5GHWULE (EXI5TING) MARK 6 LOAD VA P A GGT A P VA LOAD • r EXIT/EMAL L 400 1 20 1 2 30 3 7350 RTU -1 P LIGHYN6 L 1120 1 20 5 4 - - - 1.16HTING L 1120 1 20 5 6 - - - LIGHTING L 1990 1 20 7 8 20 1 900 WATNG/6ENER& R LIGHTING L 1050 1 20 9 10 201 1 960 GAIT R SPARE - - 1 20 II 12 30 3 7350 RTU -2 P ROOFTOP REG R 560 1 20 13 14 -- - EXAM/CA5T R 1050 1 20 15 16 -- - FITTIN6/SHOE R 1050 1 20 17 18 100 2 15,150 EO -05 OVEN (2N9) P WATER HEATER (2NI0) P 2500 1 30 19 20 - - - RTU -9 - (SMA P 9900 9 - - 40 2122 2s 2a 26 100 5 ISABO PMH. D2 (4.9) P - - - - - - TOTAL LOAD SERVICE 75,730 VA 120/205 V 3 pH 4 W BALANCED LOAD 166 MAINS 200A AMPS NOLO NOTES: I. BALANCED LOAD 15 BASED ON LISHTNG AT 1255 • PROCESS LOADS AT 50E . REMAINDER AT IDOL .. M ivy .. : • - r rU m00®DOm O U> • r 00 Z = 06 O zi •.:• 00t- ... 000000 LL CC Lu M t- :...• -- • •••oo©000m z LU - ••000000 ..... _. � 2 �oommoo� - -• TOTAL• r SERVICE 25,490 VA • •: BALANCED LOAD 45 •1• AMPS 6151E5 La 4U M ivy M rU Lu O U> 00 Z = 06 O zi 00t- LL CC Lu M t- l7 Ma z LU � 2 La 4U ivy 3 rU 0 W 1 10/28/2015 PROJECT NO.: 5792 CHECKED BY: JEK DRAWN BY: NRC SHEET TTRE 9X -01M FLOOR PL. 01/19/17 rJOHN E. KOWALSKI P.E. 614 Handel Lane Woodstock 1L60098 T(847)719-1708 F(847)7191738 Colorado License No: 41422 E3.0 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -7-777 w. 3b 71" /4vt r3 I Permit Number: 20 / 6 6// q3 feC4(: ,- el I �a L< bo j e re,/ n ion e 6 Anec�f,r:r4f R-vr ti .74�ovP re; e ❑ No one available for inspection: Time lv L / A /PM Re -Inspection required: Yes'No When corrections have been made, call for re-inspection/at 303-234-5933 Date: Inspector: -6 /u{�` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: jEg I i M i2I Job Address: 7777 W. 'V- Permit Number: 20 o // q3 1 1 V i C w ❑ No one available for inspection: Time, r 7; AM(P f C Re -Inspection required: Yes No * When corrections have be n ade, call for re -inspection at 303-234-5933 Date: �' "� � Inspector: ,GL DO NOT REMOVE THIS NOTICE City of DEVELOPMLN dgC tl �Nl T4yh6a 0� Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 I FOR OFFICE USE ONLY I Date: Plan1permit# i Plan Review Building Permit Application N *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -� 7 -7 -7 , -19 S-A V 6 �r' , rr,- ;6 ( I ( Property Owner (please print): '38 41-C Phone: _,?o I - '7,1 C Property Owner Email: J-DIA,616 - pcp e`® 11allly) 45, cc ^A Mailing Address: (if different than property address) Address: 7M) 9 9�41 i vol1,1) •q V4, :03.0" City, State, Zip: jl''e4W ArchitectlEngineer E-mail: Phone: Contractor: Contractors City License -7 Z q 8 Phone: 700-1,56-7i0q Contractor E-mail Address: 0^1C0ca 4 0. cem Sub Contractors: Electrical: Y9.!;CC'> W.R. City License #Ljj7eq6 Other City i ensedSub: City Li 2se# Plu;bin mbi WCity City License # Other City Li Sub: Li City # nse ;Mechani is --- ,ca . J_ . City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT D,OTHER (Describe) 1.4. tP (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. rM Sq. Ft./LF Amps fl 614e-rXtcAL Btu's Squares >4t5 f 0 C -r 7'. Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 0- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE.: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME( � ��1�` ��,�lt'o� �� SIGNATU DATE: f l ( 7 Building Division Valuation: $ Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 7?77 W,58 v 1 E I Contractor: Y,6sCo `C - You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: P ee Wall 1 - feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- Y 58 Wall 2 allowable signage - Wall 3 allowable signage - Site Plan square feet square feet square feet 7500 W. 29th Avenue Wheat Rid -e, CO 8003' ) Tax Division (30' )) 235-2820 \v\v\v.ci.x\,heatridge.00. LIS LICENSE AND RECEIPT ISSUED TO: YESCO LLC YESCO LLC 1605 S GRAMERCY RD SALT LAKE CITY UT 84104-4888 LOCATION: YESCO LLC OUTSIDE CITY LIMITS WHEAT RIDGE CO LICENSE NUMBER: 10768.1 I LICENSE TYPE I DATE ISSUED I EXPIRATION DATE I FEE PAID I GENERAL BUSINESS AND TAX 01101 /2014 ') 12/31/2017 $20.00 Licenses are issued in accordance with and subject to all applicable sections of the Wheat Ridge Code of Laws. Licenses are not transferable and are not refundable. SPECIALTY LICENSES MUST APPLY FOR RENEWAL 45 DAYS BEFORE EXPIRATION. The Wheat Ridge Code of Laws may be viewed at: www.municode.eom ...... .... City Manager PLEASE POST WHERE EASILY VIEWED Hanger CL'In'Ic owerinotential 7777 W 38th Ave Ste B 111 Wheat Ridge, CO 80033-6168 Empg Human P SIGN A Hanger Clinic/ Stacked Channel Letters on a Raceway w/ FCO Internally Illuminated LED 34.8 SIGN B I Hanger Clinic Existing 3/16" White Polycarbonate panel with applied Vinyl Graphics 26 1/4" x 63 1/2 " - - -------- 24 1/2" x 62 1/4" 11.60 SIGN C Hanger Clinic Existing 3/16" White Polycarbonate panel with applied Vinyl Graphics - -------- - - 24 1/2" x 62 3/4" 21 1/2" x 59 3/4" 10.67 tj /pex inger Clinic 77 W 38TH Ave Ste 13111 Wheat Ridge, CO 80033-6168 Project ID#: 111206 Project Mgr: Amanda Love Designer: Mike DeMarco Created on: 12/06/2016 Ri 12/27/16 KF -Removed Option 2 from p ..... . ...... ... . - Option --- 'qe_ [6�ii7 EH Added boxed sf and revised location of MT panel 84.01109/17 KF Ind@rted,n�wsite plan & ---------- -- - - ------- - - -- --- -APPROVED0 DAM_Z� (,IOMMENTS- SIGNA Hanger Clinic/ Stacked Channel Letters on a Raceway w/ FCO Internally Illuminated LED 34.8 ��Lease Dimension EU Front Elevation (South)/ RELOCATION Hanger Clinic Pnojoct}D# 111206 7777VV38THAve Ste 8111 Project Mgr: Amanda Love Wheat Ridge, C080033-0168 Designer: KXikeDeyNanm I Created on: 12/06/2016 /17 VP_In�prfini o 12'-0" [144 White LEDs Y-1 (X) 60w Power Supplies _ Total Amps: XXX (1) 20 amp 120V Circuit Req. �� UMu Mzr General Notes: This sign is to be installed in accordance with the requirements of Article 600 of the National Electrical Code. 1) Grounded and bonded per NEC 600.7/NEC 250 2) Existing branch circuit in compliance with NEC 600.5, not to exceed 20 amps 3) Sign is to be UL listed per NEC 600.3 4) UL disconnect switch per NEC 600.6- required per sign component before leaving manufacturer* "For multiple signs, a disconnect is permitted but not required for each section Specifications: Channel Letters/ Raceway 1. Existing Facade: To be determined 2. Existing Aluminum letter returns painted PMS Cool Gray 11 C 3. Existing 1" trimcap (PMS Cool Gray 11 C) 4. Existing aluminum backs fastened to returns. 5. Existing White LEDs 6. Existing White Acrylic face with applied Vinyl 7. Existing Disconnect switch 8. Existing Primary electrical feed 9. Existing Power Supplies 10. Existing 0.080" Aluminum raceway painted SW6621 Emotional for "Hanger"; SW7002 Downy for "Clinic" 11. Existing mounting clips 12. Existing (letter to raceway fastening) 13. Existing mounting hardware Specifications: Flat Cut Out Letters 1. Existing Facade: TBD 2. Existing 1/4" Flat cut out PVC letters PTM PMS Cool Gray 11C 3. Existing mounting hardware w/ 1/2" spacers Empowefing Sign Layout Detail Scale: 1/2" = V-0" Hanger Clinic 7777 W 38TH Ave Ste B111 Wheat Ridge, CO 80033-6168 G" 7 1 /d" kL' pul ICttGI Section (a LED Channel Letter Raceway (Center) Scale: N.T.S. Project ID#: 111206 Project Mgr: Amanda Love Designer: Mike DeMarco Created on: 12/06/2016 R1 12/27/16 KF -Removed from Section Cal F.C.O.s Scale: NTS 3 I SIGN A Hanger Clinic! Stacked 10Channel Letters on a Raceway w/ FCO Internally Illuminated LED .1134.8 ------------ Hanger Clinic 7777 W 38TH Ave Ste B111 Wheat Ridge, CO 80033-6168 Project ID#: 111206 Project Mgr: Amanda Love Designer: Mike DeMarco Created on: 12/06/2016 RI 12/27 KF - Removed Option 2 from tk Added 6o-xed'sf and re -v -is-( Ell SIGN B Hanger Clinic Existing 3/16" White Polycarbonate panel with applied Vinyl Graphics 26 1/4" x 63 1/2" 24 1/2" x 62 1/4" 11.60 631/2" cut 57 3/4" ---------------------------------------- Hanger CL'Inic New Replacement Vinyl - Existing D/F Monument QTY 4 (2 SETS) Scale: 3/4" = V-0" Specifications: Existing 3/16" white polycarbonate 2. New first surface applied vinyl to match: Logomark Colors: Blend from PMS 179C; (Red) to PMS 1300 (Yellow); Logotype Colors: PMS Cool Gray 11C 3. Existing Retainer (Visual Opening) Hanger Clinic 7777 W 38TH Ave Ste 8111 Wheat Ridge, CO 80033-6168 Project ID#: 111206 Project Mgr: Amanda Love Designer: Mike DeMarco Created on: 12/06/2016 1 12/27/16 KF - Removed Option 2 from 61 SIGN C I Hanger Clinic Existing 3/16" White Polycarbonate panel with applied Vinyl Graphics 24 1/2" x 62 3/4" 21 1/2" x 59 3/4" 10.67 -------- Note: Measurements to be verified 6-2 3/4" [62 3/4] 4'-113/4" 4'-6 3/4" R TBD O Hanger CLinic New Replacement Vinyl - Existing D/F Pylon QTY 2 (1 SET) Scale: 3/4" =1'-0" Specifications: 1. Existing 3/16" white polycarbonate 2. New first surface applied vinyl to match: Logomark Colors: Blend from PMS 179C; (Red) to PMS 130C (Yellow); Logotype Colors: PMS Cool Gray 11 C 3. Existing Retainer (Visual Opening) fie® Exact location to be determined Hanger Clinic 7777 W 38TH Ave Ste B111 Wheat Ridge, CO 80033-6168 ............ Project ID#: 111206 Project Mgr: Amanda Love Designer: Mike DeMarco Created on: 12/06/2016 R1 12/27/16 KF - Removed Option 2 from i9 F_014611mi FH- Added 'boxed ---,s-f-,and --,revise Rq� J*Hanger Clinic - Door =Vinyl Digitally printed & Cut Vinyl first surface on Front Door 2.86 Door Vinyl G,raphics Oty 1 & DOOR VINYL GRAPHICS LOGO White vinyl graphics with digital print logo hzblend from PMS 170Cto13OC Elevation View R1 12/27/16 KF - Removed Option 2 from package Hanger Clinic Project ID#: 111206 R2 1/03/17 EH Added boxed sf and revised location- of 7777 W 38TH Ave Ste B I 11 Project Mgr: Amanda Love Wheat Ridge, CO 80033-6168 Designer: Mike DeMarco -R4,QlIQ9/1,7,KF,--Inse-IrtQd,,n-e�w,qite,,plan-&zidliq$tQd Created on: 12/06/2016 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type Job Address: -7 71 Permit Number: / ❑ No one available for inspection: Time �Mm Re -Inspection required: Yes ifio *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE j A i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � ti s z F /� ' Job Address: 7 1 -7) w 44 117 Permit Number: i c� I( o I/ U ❑ No one available for inspection: Time �� r � , PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 / ,/ 1 Date: h- I �' / k Inspector: -�.�{{{... DO NOT REMOVE`'THI OTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P, U .G - Job Address: -7 77 `7 KI Permit Number: a O/ 6 a/ I ti � ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:-:6_.— DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201601143 PERMIT NO: 201601143 ISSUED: 10/04/2016 JOB ADDRESS: 7777 W 38th AVE B111 EXPIRES: 10/04/2017 JOB DESCRIPTION: Tenant finish for prosthetics company. *** CONTACTS *** OWNER (303)305-9700 TOUCHSTONE IMAGING. SUB (303)526-9632 Michael Kmetz 080205 Canyon Plumbing Inc SUB (303)841-1032 Pine Valley 018273 Pine Valley Electric, Inc. SUB (720)385-7487 Mark Zoller 160124 Triple Z Heating & Air Cond. GC (720)870-2717 Bob Hibbard, Robert Hutson 160261 Precision Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 150,000.00 FEES Total Valuation Plan Review Fee 0.00 945.46 Use Tax 2,700.00 Permit Fee 1,454.55 t ** TOTAL ** 5,100.01 * * * COMMENTS * * * *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued.All roughs to be done at Framing Inspection. City of Wheat Ridge l Comm. Tenant Finish PERMIT - 201601143 PERMIT NO: 201601143 ISSUED: JOB ADDRESS: 7777 W 38th AVE B111 EXPIRES JOB DESCRIPTION: Tenant finish for prosthetics company. 10/04/2016 10/04/2017 I, by m�siga ture, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicale ildigodes,and all appliable mnicipaodespolicaebeen authorized byhelgal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that alI ork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. p-� - 121-10-110 Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Thispermit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or, ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c r any ordi ce or r gulation of this jurisdiction. Approval of work is subject to fYeld inspection. I� 1 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of W heat P-,.,,dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsaci.wheatridge co us 4-� FOR OFFICE i SE ONLY Date: /, / r /qf) i ( /_. Plan/Permit # u( Ul V I l I Plan Review Fee: ^ qq,15. Building Permit Application PAID- � *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -7-7-1-7 W _Sa4" PV t - vy t TVA// "/131 Z7 Property Owner (please print): O A t4(,M , Zt( C Phone: Property Owner Email: �l I �°-►'^ © �-�� Yl Arng�-2- • c.CW Mailing Address: (if different than property addres Address: (C) 0110 o MtkIVEA ItJ -6 O i. 7t 3oO City, State, Zip: � V S71 vr\ 1 Uc aC'C f-�) %U,F-A IC's Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: &lA Phone: 94 - 920 " ( 160 -7�o-97a -J71 7 Phone: Sub Contractors: ��, ���� jr Pty Z Electrical lumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form [COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR o[ -REPLACEMENT [OTHER (Describe) �'1 r-) ; 5 �t-- (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �i��2 '.�,vv' X i C W4 --AJ 0/v- M, tz Sq. Ft./LF 3 1 c st) . Btu's Amps Squares III FCi— A Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 15 Gc7.-3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any p it issu based on t ' pplication; that I am the legal owner or have been authorized by the legal owner of the property to perform the desc work nd am al a orized by the legal owner of any entity included on this application to list that entity on this applicat�ag. CIRCLE ONE: (OWN (C TRACTOR) or (AUTHORIZED R RE ENTATIV) of (OWNER) (CONTRACTOR) .� r l PRINT NAME: SIGNATURE: DATE: 1 DEPARTIIII'ENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLERED: OCCUPANT LOAD: Building Division Valuation: $ City of W heat F?,Jdgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge. CO 80033-8001 p. 303.235.2855../: 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not b accepted or processed. Date: ii Z 1 46, Project Address: -7-7-1`-7 I/VI. Name of Firm/Individual submitting documents: `i tTN I I' CC10 S n2 L& -F 7CV-\ Project Type/Description: �� ``Vt`^` -� t $ Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: Date: (Agency Representative) West Metro Fire Rescue 433 S Allison Pkwy, Lakewood, CO 80226 To Schedule An Inspection Go To www.westmetrofire.org CONSTRl1CTION PERMIT AND INSPECTION RFCORD PERMIT NUMBER 12099 PROJECT NAME BUSINESS PHONE FAX NUMBER Hanger Clinic (303) 564-8727 TO BE BUILT ADHERING TO THE APPROVED IFC, APPLICABLE NFPA PROJECT LOCATION CITY, STATE, ZIP DATEISSUED 7777 W 38th Avenue Sheridan, CO 80110 08/02/2016 ERMIT TYPE OCCUPANCY ID PROJECT NUMBER Tenant Improvement / White Box 8753 8669 AREA INVOLVED SQUARE FEET VALUE OF WORK ALTERNATE ID B11 & B127 [Receipt #60781 13,305 190,315 ONTRACTOR BUSINESS PHONE FAX NUMBER Funk Development & Construction (ID 628 ) (303) 564-8727 TO BE BUILT ADHERING TO THE APPROVED IFC, APPLICABLE NFPA TREET ADDRESS CITY, STATE, ZIP STATE LICENSE NUMBER 900 W Hamilton P1 Sheridan, CO 80110 Permit Benchmarks (Items To Be Inspected) Building Permit Date Rejected By... Date Accepted By... TO BE BUILT ADHERING TO THE APPROVED IFC, APPLICABLE NFPA �/% STANDARDS AND FIRE DEPARTMENT REQUIREMENTS. Approval of Key Box and Keys Date Rejected By... I Date Accepted By... Fire Extinguishers Date Rejected By... Date Accepted By... Exiting System Date Rejected By... Date Accepted By... Add exit sign and lighting over exterior exit door in the tab. �/% Signature Block Aato Rejected By... Date Accepted By... 01l Plan Reviewer % �/% Contractor f C I_ i N �I G W heat Crit OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge. CO 80033-8001 p. 303.235.2855.1' 303.237.8929 Proof of Submission for Permitting/ Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Dat e: 7114116 Project Address: 7777 W 38th Ave Suite Bl 1 1 & Bl 27 Wheat Ridge, CO 80033 Name of Firm/ Individual submitting documents: George Sarfatty / FDP -JL D" -r Project Type/ Description: The project is a tenant finish out in an existing building_ The p_roie ct includes construction of interior walls, doors, ceiling, the installation of fixtures and equipment, and associated construction work. Work also includes complete mechanical, electrical, and plumbing wor per plan. This project does nota ter the occupancy at the uiing. I he tena space is a "B" occupancy professional office and lab. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) West Metro Fire Protection Arvada Fire Protection Wheat Ridge Water District Consolidated Mutual Water District Valley Water District Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signat ure: Dat e: (Agency Representative) GEORGE SARFAT TY, AIA 500 Daws Sreel, S.,re 613, E,ans�o-, iJ,"" I 847.920.1100 w .saifotty.com fox847.920.1101 I/ LETTER OF TRANSMITTAL Funk Development and Construction Dave Funk To: 1900 W Hamilton PI Englewood, CO 80110 (303) - 564-8727 project No.: 16-024 Date: 9/14/2016 Site Name: Hanger - Wheat Ridge, CO Project Name: Hanger Clinic Location: 777 W 38" Ave Suite Bl 11, 8127 Wheat Ridge, CO 80033 WE ARE SENDING YOU: ® Prints ❑ Shop Drawings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Samples ❑ Design Plans ® Other: Submittal Package ❑ Herewith ❑ Under Separate Cover ❑ U.S. Mail ❑ Airborne Express ® Federal Express ❑ Other: QUANTITY DATE DESCRIPTION Three (3) 9/14/16 "Issued for Plan Resubmittal" full sized sets One (1) 9/14/16 Review Comment Response Letter THESE ARE TRANSMITTED AS CHECKED BELOW: ® For Approval ❑ For Your Information ❑ For Your Use ❑ For Review & Comment ❑ Approved as Submitted ® For Distribution ❑ As Requested ❑ Approved as Noted ❑ For Field Use ❑ For Bidding ❑ Revise and Resubmit ❑ Other As Noted REMARKS: Please find enclosed the drawings for resubmitting the above mentioned project in the City of Wheat Ridge. Please contact us with any comments/questions at 847-906-5232. Thank you, Nathan Tedeschi 847-906-5228 i City of �Wh6atl,,.dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Good morning Dave, Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 August 3, 2016 Our office is in the process of reviewing the plans for 777W 38" Ave Suite B111 -B127, and there are a couple of review comments to be addressed prior to moving forward with the approval of the project. 1) Remove the exit sign in the hallway leading into the lab. The code will not allow you to exit through an unsafe area. Exiting through the lab and mechanical room is prohibited. 2) 30 x 36 clearance in front of the electric panel is required. Please mark the area. 3) On page E3.0 the wiring and light switches are missing please clarify. Once these items are received, the plan review can commence. Please let me know if you have any questions or need additional information. Thanks, Bill Myers Plans examiner/ Combination Inspector 7500 W. 29Th Ave Wheat Ridge, Co 80033-8001 303-235-2878 vm%wi.H heat ridge.co.us GEORGE SARFATTY, AIA 560 Dais Srreet, Suite 615, Evorston, Illinois 60201 847.920-1100 www.sartotty.com lax 847.920.1 101 September 14, 2016 To: Bill Myers Plans Examiner/ Combination Inspector 7500 W 29" Ave. Wheat Ridge, CO. 80033 303-235-2878 Re: Hanger Clinic 7777 W 38" Ave Dear Mr. Myers: Thank you for your review comments dated Aug. 3, 2016. This submission forms part of and modifies the permit documents dated Sept. 14, 2016. Please find my responses following each comment in boldface italic type, on the following pages. Respectfully submitted, - George Sarfatty President GEORGE SARFATTY, AIA 50G Dais Street, Suite 615, Evanston, Illinois 60201 847-920.1100 www.sarfotty.corn fox 847.920.1 101 CORRECTIONS 1) Remove the exit sign in the hallway leading into the lab. The code will not allow you to exit through an unsafe area. Exiting through the lab and mechanical room is prohibited. We have complied. See sheet E2.0. 2) 30 x 36 clearance in front of the electric panel is required. Please mark the area. We have complied. See sheet A2.3. 3) On page E3.0 the wiring and light switches are missing please clarify. We have complied. Refer to revised sheet E3.0. COMcheck Software Version 4.0.2.5 Interior Lighting Compliance Certificate Project Information Energy Code 2012 IECC Project Title. Hanger Clinic Project Type. Alteration Construction Site. Owner/Agent: Designer/Contractor 7777 W 38th Ave John Kowalski Suites 8111, 8129 614 Handel Lane Wheat Ridge, CO 80033 Woodstock, IL 60098 847 719.1708 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) t -Common Space Types: Lobby 266 1 .10 293 2 -Common Space Types:Corndor /Transition 437 0 70 306 3 -Common Space Types:Office - Enclosed 399 1 .10 439 4 -Healthcare ClinicJHospital:Exam/treatment 690 1 .70 1173 5 -Common Space Types:Storage 148 0.80 118 6 -Common Space Types:Restroom 100 1 100 7 -Common Space Types:Lounge recreation 136 0 80 109 8 -Common Space Types:Workshop 866 1 .60 1386 Total Allowed Watts = 3923 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ p of Fixture (C X D) Fixture Fixtures Watt. Common Space Tvnes:Lobby (266 ca.ft.) Linear Fluorescent 1: 1-2: 48' T8 32W: Electronic: 2 5 64 320 Common Space Types:Corndor / Transition (437 sa t.) Linear Fluorescent 2: 1-2: 48' T8 32W. Electronic 2 6 64 384 Linear Fluorescent 2 copy 1: 1-2: 48' T8 32W: Electronic. 2 3 64 Exempt Exemption: Lighting for Medical/Age Related Issues Common Space Types:Office - Enclosed (399 sa.ft.1 Linear Fluorescent 3: 1-2: 48' T8 32W: Electronic. 2 8 64 512 Healthcare Clinic/HospitaLExam/treatment (690 sa.ft.) Linear Fluorescent 4: 12: 48' T8 32W: Electronic: 2 13 64 832 Linear Fluorescent 4 copy 1. 1-2: 48" T8 32W: Electronic 2 5 64 Exempt Exemption:Lighting for Medical/Age Related Issues Common Spare Tvnes:Storaae (148 sa.ft.) Linear Fluorescent 5: 1-1: 48' T8 32W: Electronic: 2 2 64 128 Linear Fluorescent 6: 12: 48' T8 32W: Electronic: 2 2 64 128 Project Title: Hanger Clinic Report date: 07/18/16 Data filename: J:\CC\6131\6131.400.2012 cck Page 1 of 13 A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ a of Fixture (C X D) Fixture Fixtures Watt. Common Space ZypesAestroom 1100 so.11.1 Linear Fluorescent 7 L2 48" T8 32W Electronic 2 2 64 128 Common Space Ty s o nge recreation (136 sq fti Linear Fluorescent 8' L2 48" T8 32W Electronic 2 3 64 192 Common Space Types:Workshop_(866 sa.ft.) Linear Fluorescent 9: L3 48" T8 32W. Electronic. 2 19 64 1216 Linear Fluorescent 10: L1 48' T8 32W Electronic 2 1 64 64 Total Proposed Watts = 3904 Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4 0.2.5 and to comply with the mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Hanger Clinic Report date: 07/18/16 Data filename: j:\CC\6131\6131.400.2012.cck Page 2 of 13 U COMcheck Software Version 4.0.2.5 Mechanical Compliance Certificate Project Information Energy Code Project Title Location. Climate Zone Project Type. Construction Site 7777 W 38th Ave Suites 8111, 8129 Wheat Ridge, CO 80033 Mechanical Systems List 2012 IECC Hanger Clinic Wheat Ridge, Colorado 5b Alteration Owner/Agent Designer/Contractor John Kowalski 614 Handel Lane Woodstock, IL 60098 847.719.1708 Quantity System Type & Description 1 HVAC System 1 (Single Zone) Heating 1 each - Other, Gas, Capacity = 115 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Single Package DX Unit. Capacity = 60 kBtulh, Air -Cooled Condenser. Air Economizer Proposed Efficiency = 13.00 SEER, Required Efficiency = 13.00 SEER Fan System: None Water Heater 1. Electric Storage Water Heater, Capacity: 10 gallons No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0 2.5 and to comply with the mandatory requirements listed in the Inspection Checklist Name - Title Signatu a Date Project Title: Hanger Clinic Report date: 07/18/16 Data filename: JACC1613116131.400.2012.cck Page 3 of 13 From:�) rr ^ 10/04/2016 13:51 #190 P.004 / b V ` CARLISLE GOLDEN Sm TOTAL Room; Sim- im WAR TT SERIAL NO. 10138459 969 DATE OF ISSUE: October 03, 2016 BUILDING OWNER: WILMORE 38, LLC CIO DPC COMPANIES, INC. NAME OF BUILDING: WILMORE SHOPPING CENTER • NORTH WING REROOF BUILDING ADDRESS: 7777 W. 38TH AVE., WHEAT RIDGE, CO DATE OF COMPLETION OF THE CARLISLE TOTAL ROOFING SYSTEM: 09122/2016 DATE OF ACCEPTANCE BY CARLISLE: 10103/2016 (EB Warranty) CMD1109175 Carlisle Roofing Systems, Inc., (Carlisle) warrants to the Building Owner (Owner) of the above described building, that; subject to the terms, conditions, and limitations stated in this warranty, Carlisle will repair any leak in the Carlisle Golden Seal"'Total Roofing System (Cadisle Total Roofing System) installed by a Carlisle Authorized Roofing applicator for a period of 15 years commencing with the date of Carlisle's acceptance of the Carlisle Total Roofing System installation. However, in no event shall Carlisle's obligations extend beyond 15.5 years subsequent to the date of substantial completion of the Carlisle Total Roofing System. See below for exact date of warranty expiration. The Carlisle Total Roofing System is defined as the following Carlisle brand materials: Membrane, Flashings, Adhesives and Sealants, Insulation, Cover Boards, Fasteners, Fastener Plates, Fastening Bars, Metal Work, Insulation Adhesives, and any other Carlisle brand products utilized in this installation. TERMS, CONDITIONS, LIMITATIONS 1. Owner shall provide Carlisle with written notice via letter, tax or email within thirty (30) days of the discovery of any leak in the Carlisle Total Roofing System. Owner should send written notice of a leak to Carlisle's Warranty Services Department at the address set forth at the bottom of this warranty. By so notifying Carlisle, the Owner authorizes Carlisle or its designee to investigate the cause of the leak. Should the investigation reveal the cause of the leak to be outside the scope of this Warranty, investigation and repair costs for this service shall be paid by the Owner. 2. 11, upon inspection, Carlisle determines that the leak is caused by a defect In the Carlisle Total Roofing System's materials, or workmenship of the Carlisle Authorized Roofing Applicator in installing the same, Owner's remedies and Carlisle's Lability stall be limited to Cadisle's repair of the leak. 3, This warranty shall not be applicable t, upon Carlisle's inspection, Carlisle determines that any of the following has occurred: (a) The Carlisle Total Roofing System is damaged by natural disasters, including, but not limited to, lightning, fire, insect infestations, earthquake, tornado, hail, hurricanes, and winds of (3 second) peak gust speeds of fdtyfive mph a higher measured at 10 meters above ground, or (b) Loss of integrity of the building envelope and. or structure Including, but not limited to partial or complete loss of roof decking, wall siding, windows, doors or other envelope components Or from roof damage by wind-blown objects, or (d) The Cadisle Total Roofing System is damaged by any intentional or negligent Otte, accidents, misuse, abuse, vandalism, civil disobedience, or the like. (d) Deterioration or failure M building components, including, but not limited to, the roof substrate, wells, mortar, HVAC units, non -Carlisle brand metal work, etc., occurs and causes a leak, or otherwise damages the Carlisle Taal Roofing System: or (e) Acids, oils, harmful chemicals and the like come in contact with the Carlisle Total Roofing System and cause a leak, or otherwise damage the Cadisle TOtal Rocifing System. (f) The Carlisle Total Roofing System encounters leaks or Is otherwise damaged by condensation resulting from any condition within the building that may generate moisture. 4. This Warranty shah be null and void it any of the following shall occur. (a) If, after installation W the Carlisle Total Roofing System by a Carlisle Authorized Roofing Applicator there are any alterations or repairs made on or through the roof or Objects such as, but not limited to, structures, fixtures, solar panels, wind turbines, roof gardens or utilities are placed upon or attached to the roof without first Obtaining written authorization from Carllsle; a (b) Failure by the Owner to use reasonable care in maintaining the roof, said maintenance to include, but not be limited to, those items listed on Carlisle's Care 8 Maintenance Information sheet which accompanies this Warranty. 5. Only Carlisle brand Insulation products are covered by this warranty. Carlisle specifically disclaims liability, under any theory of taw, for damages sustained by or caused by non - Carlisle brand insulation products. 6. During the term of this Warranty, Carlisle shall have free access to the roof during regular business hours. 7. Carlisle shell have no obligation under this Warranty while any bills for installation, supplies, service, and warranty charges have not been paid in full to the Canisle Authorized Roofing Applicator, Carlisle, or material suppliers. S. Cadialas failure at any time to enforce any of the terns or conditions stated herein stall not be construed to be a waiver of such provision. 9. Carlisle shall not be responsible for the cleanliness or discoloration of the Carlisle Total Roofing System caused by environmental conditions including, but not limited to, dirt. pollutants, or biological agents. 10. Carlisle shall have no liability under any theory of law for any claims, repairs, restoration, or otter damages including. but not limited to, consequential or Incidental damages relating, directly or indirectly, to the presence of any irritants, contaminants, vapors, fumes, molds, fungi, bacteria, spores, mycotoxins. or the like in the building or in the air, land, or water serving the building 11. This warranty shall be transferable upon a change in ownership of the building when the owner has completed certain procedures including a transfer fee and an Inspection of the Roofing System by a Carlisle representative. CARLISLE DOES NOT WARRANT PRODUCTS UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY CARLISLE OR THE PRIOR EXISTING ROOFING MATERIAL OVER WHICH THE CARLISLE ROOFING SYSTEM HAS BEEN INSTALLED THE REMEDIES STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR FAILURE OF THE CARLISLE TOTAL ROOFING SYSTEM OR ITS COMPONENTS. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY, WHICH EXTEND BEYOND THE FACE HEREOF. CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUEll OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR ITS CONTENT'S UNDER ANY THEORY OF LAW. BY. Robert H. McNeill AUTHORIZED SIGNATURE TITLE: Director, Technical and Warranty Services This Warranty Expires: October 02, 2031 PD Rux 700U f,arlisle. rA 17013 1-14rv' BnO P33 (1561 FIm 217 245.7121 wtvw carlirdesyntec.conr WA -F0001 (1/15) From: r ERMIT NO: OB ADDRESS: DB DESCRIPTION: 10/04/2016 13:50 #190 P.002 t-irx of w near rciage Commercial Roofing PERMIT - 201601065 201601065 ISSUED: 07/21/2016 7777 w 38th AVE EXPIRES: 07/21/2017 Reroof 97 sqs and 800 sf of repairs. Install 2" EPS insulation loose laid between the metal roof ribs. "* CONTACTS *** ONER (303)796-8288 DPC DEVELOPMENT COMPANY JB (847)581-3888 Frederick A. Holland, Presiden 018520 Tecta America Colorado LLC '* PARCEL INFO *** )NE CODE: UA / Unassigned USE: / JBDIVISION CODE: 131 / BLOCK/LOT#: / t* FEE SUMMARY *** ESTIMATED PROJECT VALUATION; 72,265.00 FEES ' )tal Valuation 0.00 se Tax 1,300.77 trmit Fee 914.70 TOTAL ** 2,215.47 LI '_tea •;>:.::duF. * COMMENtS.** " - 94 CONDI'TI0'NS"8 In order to pass? -f final inspection on commercial elastolk letter of inspect -and approval from the manufacturezt' stating that "th`�plication of the roof at (projeCt.B accordance with the'installation instruction for (roof me covering" is requ red.to'be'on site at the time of final'i 2014, asphalt shingle installations require an approved mi 25-75 percttit of: the roof covering is installed, prior to,-' roof sheathing.-.(ne+4 Ar :ovip1L#y). requires an approved fns ANY .roof coveribps -and �is require on, the entii°d,-roof vhle ANY gap exceedit�q' ��i arich exists: Asphalt shingl�'S,dl a::,fig deck with a`,minlmum of 6, nails per shingle. A ladder 'est e` and secured 'in place is required to be provided for all is required to ca ,.. q comply with applicable codes and/or ma,nufac, instrup. ons, whichever is more Atringent. S kc .or similar type roof ing,.a F �CBCjidal representative lib been applied in Wd al brand name) roof.. kp ion Effective December 1,: ft,Q'f,insptction,.conducted when 31 ap�+'al. Installation of * o inS 4 alat�oh of w�v_ ¢ �'•� 'fit : . :o hard shWbing with 451, �$1o7�astened to the too ' to 3` gee's ;above 'the roof eave f inspectxA;ohs Roof ventilation sETMs tristallation From: 10/04/2016 13:5l 0190 P.003 INSPECTION RECORD Occ1,p>�nc"rr INSPECTION REQUEST LINE: (303) 2345933 Inspections will not be performed unless this card is posted on the project site. Calf the inspection request line before 11:59 p.m. to receive an inspection the following business day, Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date D Inspector Comments Initials Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing/Stemwall P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (below / In -stab) o Not Cover Under round or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wali Sheathing Roof Sheathing Lath / Wall T7e Rough Electric Rough Plumbing Rough Mechanical Gas Pioina Do Not Proceed Without Approval Of Above Rough Framing Insulation Drywall Screw/ Nail Final inspections Date Inspector Initials Final Electrical Final Plumbing Final -Mechanical Roof ' Final Building / Frame Landscaping & Parting / Planning Dept. Inspections from these entities should be requeste one week In advance. For landscaping and parking ROW & Drainage / Public Works Dept. inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections Fire inspection / Fire Protection Dist. contact the Fire Protection District for your project. "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate Df Occupancy Is Issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 0 0 i 0 m a 0 0 N 0 0 C,eiQl - C� 6 9 i-ts'( 2 , 11 i CITY OF WHEAT RIDGE _:�P�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • 303 237-8929 Fax INSPECTION NOTICE Inspection Type: Ryj= Job Address: �7 -7 `7 :Z cam) tQI Permit Number: cD -21 ❑ No one available for insp tion: Time � 4%Cr l A P Re -Inspection required: Ye oNo `When corrections have been made, call for re -inspection at 303-234-5933 ter-_ Date: InspectoQ: DO NOT REMOVE THIS NOTICE 4 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: o - F Job Address: 77--) W -7� Permit Number: ofy 16n �� ❑ No one available for inspection: Time '. / AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date:) ✓ 1 Inspector ' DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: R (D -f _ Job Address: 'l -7% '% k) iC�V Permit Number: @ �D 1 6 0 / 0 (0� _�l (�L \ — ❑ No one available for inspectioTime AM/ MM Re -Inspection required: Ye No *When corrections have been made, call for re -inspection at 303-234-5933 2 6�� Date: -' 3 / 4 Inspecto DO NOT REMOVE THIS NOTICE IT IM A i CITY OF WHEAT RIDGE II :y� �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: O Job Address: 3g Permit Number: a O J O J O AV 101�11111%.d — MM ❑ No one available for inspection: Time O:31� A /PM Re -Inspection required: Ye No * When corrections have been made, all for re -inspection at 303-234-5933 Date: Inspect r: DO NOT REMOVE THIS NOTICE C iyg of ♦s� « M PCS ' it 1* 11"0" I � .: »:rope� Avenue Address:BelleviewAve., Qty.state,Zip: Greenwood VillgIge, CQ §0111 o sTecta AmericaColorado, e • "« Phone.303-961-9151 Cq!A�E4n4ila «mtorres@tectaamerica.com 1M • Plumbing - Long • «, Complete BOTH sides of this form 4�p AN Y COMMERCIAL0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING ADDITION RESIDENTIAL •Ey ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) �.. l # SYSTSM/APPLIANCE REPAIR . M ♦ or REPLACEMENT N! is }. PLUMING SYSTEM/APPLIANCE REPAIR # ELECTRICAL SYSTEM/APPLIANCE ••} 01 • #M or REPLACEMENT (DescribeOTHER # ### # # #: • # at# w# # r t :tt t #» • amountof ## Complete an Infra -Red thermal imaging scan to detect wet areas of existing polyurethane foam (PUF) roofing (approx. 9,700 SF of 'a Mt area), .:. positives from the scan with test cuts in the toot.Remove a*t any *. areas of # PUF and ct. t ## #: R..# *. #.. :.t * met .i,,:tool,.~t. #.*: * ,. t. It * # # # '�. '# °� .. : t ., t *... t* *,. »: ,.' #♦ �l � *.. * * wallt# p. ** * *.. t.: • ,.. * :. t :. � t `. t.". t * . #•' t as { o Complete •t *t.: liquid applied Urethane based elastomeric coating to the adjacent ist sections to remainplace Sq. FtjLF Approx 800 SF of,, repair area. Btu,$ Gallons Amps squarss 97 SOs of * is other s OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING !y certify that the setbackdistances proposed by permit applicationand do not.:applicable ordinances, rules or application.or have been authorized by the legal owner of the property to perfornt the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this applicantapplication, warrant the providedtruthfulness of the information on theapplication. CIRCLEONE: (OWNER) (CONT'RACrOR) err (AUTTi!`OJUZED ENT" V) of (OWNER) (CONT OR) Electronic a' ( and last e): DATE:..� ..�..;° DEPARTMENT USE ONLY Reviewer BUILDING DEPARTWNT COMMENTS: Revkiwer Building vision Val tiara: t FOR OFFICE USE ONLY Date: City CA 15 5 - I LS4 he at cy 1-�, cic ic COMMUNITY DEVE',101'MEN'T" I PlanlPermit # Building & Inspection Services Division Z c> I Lp M. 7500 W. 2911, Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: .pqrqf qsad qij. c q. Li _q p0k4A*#** 77"7�9 .... ..... .. . Address:' IML—L, _061_ca�� 11�61i')ti q!!y,�State,�Zi iV C"Q STOW t Architect/Engineer E-mail: Contractor: ca/If Contractors City LicenseM. 11<9193 Phone: Contractor E-mail Address: Cet&tslinf4 c Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License# 040e*i- W,k City License # W.R. City License # Other City Licensed Sub, Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form NEW COMMERCIAL A► • 0 ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE 0 COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING H WINDOW M T A ADDITION i' iti REPLACEMENT 1R A COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL A A.:• STRUCTURE • shed, d d r MECHANICAL A M• I.:A REPAIR 1 M Ali REPLACEMENT PLUMBING SYSTEM/APPLIANCE IR• M iY ANk.. REPLACMENT ELECTRICAL A t arM REPAIR A * REPLACEMENT Ilk A *tea 21 Sq. Ft./LF Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and Mbar included in the entire project) OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ccrtifa£ that the setback distances proposed by this pertnit application are accurate and do not violate applicable ordinances, nabs or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; Haat all measurements shown and allegations made tare accurate; that :l have read mid agree to abide by all conditions printed on this application and Haat I a surae. hull responsibility for compliance with applicable. City of Wheat Ridge codes and ordinances for work under any permit issued based on this application, Haat I an) the legal oNN%Cr or have been authorized by the legal owner of the property to perform the described work and ani also authorized by the legal owner of°any entity included on this application to list that entity on this application. I, the applicant for this building pcmiit application, warrant the truthfulness of the information provided can the application, CIRCLEONE (01V R) (COAITRACTO4o4UTRORIZEDREPRESE�NTATIVE) of((?T'NER) (0,NTR C'7OR)Iletttnle Slnttxr fiarst ai Iast tisf:A I understand that oat, haat I acknowledge Haat this constitutes a legal signature. Division a mm I I m You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address, 7777 kv, Contractor: You are allowed I square foot of signage for every I Hnear foot of wall to which you are attaching a sign, Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - e,? feet all 2 - feet Wall 3 - feet z kywrom Mir, I Im UTr.1 glrgmgI afts. square feet square feet square feet i�� FOR OFFICE USE ONLY Oty of Date: W 6a -h R COMIMUNrty DEVELOPMENT jge PlanlPermit # cc" Building & Inspection Services Division 7500 K 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Add . 7777 West 38th Avenue ress. Property Owner (please prinLamayti2emmi22mom Phone: 303-796-8288 Property Owner Email: _JDire&QPCCompanies,com Address: 7000 East Belleview Avenue , Suite 300 ArchjtepM6&eqr-, None Architect/Engineer E-mail: Phone. - Contractor: Colorado Climate Maintenance, [no contractors City License #: — Phone: 303- 4 -1113 Contractor 15�mall Address: service@ccmhvac.com Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form _?'00 -VE10P5k* COMMUNiTy DL Building & Inspection 7500 W2e Ave., Wheat Ridge, CO 80033 O 1 03-237-8929 FOR OFFICE USE ONLY pP1anAp tt # 2 Plan Review Inspection kine: 303-234-5933 Email; 2gLMijtsP_d.wheatridge.co.us Building it Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. � * Property Address. �.. � V\" Property Owner (please print): C ; � .... � � c '. Mailing Address: (if different than property address) Address. City, „ State, ,i Architect/Engineer E-mail: Phare: Contractor: 1"X' Contractors City License M. Contractor E-mail Address:� � ��� � � � t T ' � L I" I ,- (� Sub Contractors: tors: Electrical: Plumbing: Mechanical: WR. City License # W.R. City License # W.R. City License Other City LicensedSub- Other City Licensed Sub: City License # City License Complete all information on BOTHsidles of this for 0 0# COMMERCIAL STRUCTUREELECTRICAL SERVICE UPGRADE ® aSTRUCTURE COMMERCIAL COMMERCIAL a ADDITIONa ROOFING #RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL NRE REPAIR a.• x or REPLACEMENT s a a r x. REPAIR AI * REPLACMENT .w. • xSYSTEM/APPLIANCEREPAIRor REPLACEMENT t Sed. FtJLF Btu's Gallon Amps a Other ME NEW COMMERCIAL STRUCTURE Q ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL ROOFING COMMERCIAL t •N RESIDENTIAL ROOFING RESDENTIAL ADDITIONWINDOW COMMERCIAL.. meg, shed, deck, ,RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL ,:,....I REPAIRor REPLACEMENT SYSTEM/APPLIANCEPLUMBING REPAIR or ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT (Describe WIN Relocate supply fori roof top units to new meter forw Sqallons Amps Squares tither ,YL �:. Or Current owner/occupant NAT - SHAMES MAKOVSKY 1400 GLENARM PLACE, SUITE #100 DENVER CO 80202 Regarding Permit: 201400398; Install 60,000 sq ft of 1 inch SPF to entire roof surface, 60 mil poly top coat over SPF. 7777 W 38th AVE, Wheat Ridge, CO 80033-6168 Our Records indicate that the above noted permit was issued on 04/01/14. Our last inspection related to that permit was on 05/07/14. Because of the inactivity on this permit, it will become void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Melissa Mackey Senior Permit Technician City of Dater h&at , ii iETNt—fy DEVELOPMENT ENT PlanlP its Building & Inspection Services Division 7600 W, 291' Ave., Wheat Ridge, CO80033 flan Review Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building er it Application d Property Addr « •s -(please Address; Crit ,'tate;'Zi Chlte n r.; � +Chit cUEngln r E-mail: Phone: ``"ra -�` 3 Contractor 1) t-4 Ir r Contractor E-mail Address: Kk An AAAAC&ov-kA.- Sub Electrical: plumbing; Mechanical: W.k City License # WR City License # W.R. City License # Other City Licensed Sub. tither City Licensed Sub: City License # City License `# Complete all information on BOTH skies of this form A A A• M A YM b�� #M M A amount tit materials t e used, etc.) Sq. FULF Btu's G llon Amps Squares. , Other WheatLimited Asbestos Inspection Report Ridge,• 80033 Prepared For: Jay Melvey Jay Melvey 3155 N Chambers Ind, Unit Aurora, CO 3901 1 303-343-4318 jgyrnelygyqmpbcontractora,cqm Prepared y: Colorado Asbestos Inspections 303 S Broadway, unit 200-209 Denver, CO 8020 Table of Contents 1.1 Project Summary 1.2 Photo Log of ACM materials (if identified) Summary of Asbestos Samples Recommendations Section 3 Section 4 4.1 Asbestos Containing Materials (ACM 4,2 Suspect Asbestos Containing Materials 4,3 General Comments Conclusion W=I WERMEMEM Section 1 1.1 Project stimmal Job D: 151106-2 Site Address: 7777 W 36th Ave _ Inspection tate. 11/6115 CT Wheat Ridge, CO 617633 Inspector: Jura Durgee Approximate year: unknown CO Cert #. 16040 Site Contact: Jay Melvey Laboratory: Reservoirs EnvironmentalClient: Interior walls through out unit Jay Melvey NVLAP #. 161696_0 Contact: Jay Melvey Turnaround Time: Rush Reason for Inspection: Investigative Total Samples; 13 Affected Area: interior smooth textured drywall, 1" white, blue floor tiles, mastic Vinyl floor tyle areas 665 ceiling tiles, flooring materials Inspection Type; Limited ACM ANERA/Reg 6 Project !Votes. Same smooth texture throughout the 6 MISC Ceramic tyle adhesive interior on walls Desc # Class/ID Description (Desc #) Functional Space/Locations QTY in Scope 1 CT Tars 2 x 4 dot & groove ceiling tiles Tan drop down ceiling file areas 1000 2 CT White 2 x 4 dot & groove ceiling tiles White drops clown ceiling the areas 1600 3 BMW White, green smooth texture, drywall Interior walls through out unit 3600 4 CDW Composite drywall Joint compound areas- smooth walls 800 5 CB 6" cove base, mastic Cove base areas throughout 1000 6 FTM 1" white, blue floor tiles, mastic Vinyl floor tyle areas 665 7 CG Yellow carpet glue Yellow carpet glue areas throughout 1200 6 MISC Ceramic tyle adhesive Belsey,+ ceramic tile, NW bath 100 9 Tip Shower the adhesive Behind ceramic shower tiles, N shower 100 room 1.2 Photo Log of ACM (if identified) Sample ID Desc # Sample Locations Condition Friable Result Yes/No CT 1-1 1 N room Ceiling, NE corner G Yes None detected CT 2-1 2 N room NW corner G Yes None detected SMW 1-1 3 N room S wall, 5'W of bath hall G Yes None detected SMW 1-2 3 N shower room W wall across from G Yes None detected shower SMW 1-3 3 S middle office (end of hall) S wall, middle G Yes None detected SMW 1-4 3 SE office w/ glass window W wall below window G Yes None detected SMW 1-5 3 SE bath N wall, middle G Yes None detected CDW 1-1 4 NE office SW corner G No None detected CB 1-1 5 E hall W wall, middle G No None detected CG 1-1 7 MISCO 1-1 8 N shower room W end E hall below carpet SW corner by bath NW bathroom Below ceramic tile by door G No None detected G No None detected G No None detected TG 1-1 9 N shower room S wall, E end G No None detected SD= Significantly Damaged, D= Damaged, G=Good, ND= None Dectected Section 2 2.1 Recommendations No asbestos was identified in any of the samples that were collected. As per AHERA, a material is to be considered as asbestos containing unless it is proven otherwise by appropriate sampling. Please work safety and if you encounter any other suspect building materials not listed in this report, please contact Colorado Asbestos Inspections for additional sampling. Section 3 Colorado Asbestos Inspections was contracted by the client to perform a limited asbestos inspection at the previously referenced address. This asbestos inspection was conducted by a Colorado State Certified Asbestos Building Inspector. 'A777=7770 fr ro; 7777177 77 < «T97f =7 address. Colorado Regulation #8 requires that all suspect Asbestos Containing Building Materials (ACBM) be property during the course of the repair/renovation work. This asbestos inspection was conducted according to the United States Environmental Protection Agency (EPA) procedures published in 40 Code of Federal Regulations (CFR) Part 763, Subpart E — Asbestos -containing Materials in Schools and Colorado Regulation 8. These inspection protocols specify requirements for the inspector (Section 763.85), laboratory (Section 763.87), and number of samples collected during an inspection (Section 763.86). This inspection involved identification and sampling of suspect ACBM in the areas to be repaired or renovated. Suspect ACBM includes nearly all building materials except glass, metal, wood and ceramic. Bulk samples of suspect ACBM were collected in general conformance with AHERA protocols as outlined in Color -ado Regulation 8. Random samples of suspect building materials were collected throughout each homogeneous area (see appendix A). Samples were placed in scalable containers and labeled with unique sample numbers using an indelible marker. Asbestos Containing Materials (ACM) contain asbestos in concentrations greater than I percent, (> 1 % asbestos) as confirmed by an accredited laborator)4 ACM is categorized as Non -friable or Friable asbestos, Non -friable asbestos is any material that cannot be crumbled, pulverized or reduced to a powder by hand pressure when dry. Friable asbestos can be crumbled, pulverized, or reduced to a powder by hand pressure when dry� Sample(s) were submitted under chain of custody procedures to an accredited laboratory for analysis by polarized light microscopy with dispersion staining techniques per EPA methodology (40 CFR 763, Subpart F). Microscopic visual estimation was used in obtaining the percentage of asbestos in bulk samples. The laboratory is accredited under the National Voluntary Laboratory Accreditation Program NVLAR, See appendix A for sample and laboratory summary and appendix C for laboratory report and chain of custody documents. M#� *Iltaqn 2ASG343 The EPA and the Occupational Safety and Health Administration (OSHA) maintain comprehensive lists of suspect ACBM frequently encountered during inspections. This asbestos inspection was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings, of the areas in question. The information contained in this report is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions at a later d.te, This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. Colorado Asbestos Inspections does not warrant the work of regulatory agencies, laboratories or other third parties supplying information that may have been used in the preparation of this report. No warranty, express or implied is made. laboratory analysis of bulk samples, Colorado Asbestos Inspections recommends hiring a certified asbestos abatement 'Z*VAraQt*C-#,M' of this report. Any work associated with any asbestos containing materials must be performed in accordance with all State and Federal Regulations. Reasonable effort was made by Colorado Asbestos Inspections to locate and sample accessible suspect building materials. However, for any structure, the existence of unique or concealed asbestos containing materials is a strong possibility. Colorado Asbestos Inspections only collected PLM bulk samples in the home repair/renovation areas at the direction of the client. This limited asbestos inspection report is not considered a comprehensive asbestos inspection report. James Durgee Colorado Asbestos Inspections, LLC. Denver CO. 80209 Tel (303) 246 4587 !I ASBESTOS CERTIFICATION* 'Ilds ciartifies thm James D. Durgee Certification Nw. 16040 has itiv the requamments itf5-7-$07, CKS, and Air Quaiky ContvW Commission Regulation No, 8, Pwt B, and is hereby certified by the state ofColoradis in the following disciplinc Building Inspectori' Issu.d; December 07, 20,14 Expirm Dectrubtr07, 2015 10 Reservoirs EnvinonmenW, Inc, Effective January 1, 2015 Reservows Environmental OA ManuM T:Q.AQC\Lab\ReseNinrs Environrnentai Do ManuaKdor —.4olk- Rrit LAE3RB n _qL=rV1j1rH E vironmental, Inc. Laboratory Report: Project # I PO. # Project Description: Jim Durgee Denver CO 80209 NA RES 336085-1 151106-2 7777 K 38th Ave. Wheat Ridge Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene a Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the Amen Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contr Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT progra respectively. Reservoirs Environmental, Inc, has analyzed the following samples for asbestos content as per your request, T analysis has been completed in general accordance with the appropriate methodology as stated in the attach analysis table, The results have been submitted to your office. I RES 336085-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc, will not discuss any part of this study w f tl 1 personnel other than those of the client. The results described in this report only apply to the samp bd g ooles analyz This report must not e useto claim endrsement of products or analytical results by NVLAP♦r any aency of t U.S. Government, This report shall not be reproduced except in full, without written approval from Reservoi 1 Environmental, Inc, Sam!)Oes will bof after sixtp d is requgsileik If pmu hay questions about this report, please feet free to call 303-964-1986. Sincerely, Pe 303-964-1986 F 303-477-4275 5801 Logan Strew, Suite 100 Denver, CO 80216 cra cn W cn c) c-accac� w 03 0 m 6m to CL 0 Z's M CL 0 t w �, m caA cra to CT+ en C1t Cl Va 0 C Asa a ras r a ,v ns N N) " " m t' 0 > w in (D tit ' > > > > > > ern -c> am'0 0 to M (D ' Cm eit CL a �` LUto IZ r ca z cn n _ C to r to ` c ° 0 w z A t' cr m tn> ........ CA =< a 0000000000 --+ -4 nt 0 =a „ 0`°. u0Enm �a s ca n ca v+ 5 =:5 CA c' 0 � _' 0' w en w w 0 to 0 w a Ln a w Cat w o itt 0 w 0 ca it 0 cn M Q co aaw SV �' hes :;3 .. ,M.. (D ..." QMf > ppp b= w rn M M yy w� �y qry �.w fim i F ry cr c was, cr < > MZ a a a C0 qa tsa CL 0. ' -4 ca CTI c5 (.4 ca �e - mac cc��. � «i {M pr+1y >> o co yam, o o co > M+�.,, "'+a u"w ......._...._..........._.,....,...., 4M t9& iR� RfS (z 6 _ ;:�, _ p 3Q? t? M tti W 2 O to 93, epi < 0 Q < �, W 0 .. �:. 0- 0^� � CU W YD ¢�, 0U) "µiF MZ3 " VA' L CD C c fd% 0 t��u+ "s War CD y i}. 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M M N 0 0 0 > to 4-4 w a) > 0 cr M > > MM -<>r- (D = 0 0 0 M 0 (n M 0 3 'a 0 j , 0 M 0 z X CL < 0 z 0 M > CD T M 0 M cr z 7R o Z M z C, a cr pppp ........... 0 M 0 zzz z —6gwc r4- -q z i N 0 > o > 0 a 0 0 Z 60 ER 0 =<M 0 5 a 0 C: 0 M o -n 00 o Z 0 o CD Ux ca 4 C1 .. ....... j y i i^ Bcr@n.+ "•,v♦ '*,St 'tot, 'N p"1 `v),* # ` !i k , +")Wo-eay d i�wsi 'tac+iu 4 ' Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201500409 Issued: 06/18/2015 Stipulations: Water Damage Repair. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: DENNY BUZY 7777 W 38TH AVE A130 WHEAT RIDGE CO 80033 Contractor: For the Following Purpose: Commercial Miscellan Cod Editions M20'12 ICC/20 2006 ICC/20 2006ICC/20I Other NO change shall be made in the USE of NEC this building without prior notice NEC and a new Certificate Of Completion NEC from the City of Wheat Ridge. COMMERCIAL OCCUPANCIES I - I -, Signature: Wr 31 Name of Person to Contact: Phone: aA_03___q0_()Fax, _U Address: 014#4_11LA,11 A& t, 44- EorAgotions- 292, Colorado Department of Public Safety 690 Kipling Street, Suite 2000 Denver, CO 802 IS (303)239-4600 phone (303)239-5887 fax http://dfpc.state.co.us (s" f 1#011111 eF Written evidence of compliance with local codes must be obtained prior to scheduling aftnal inspection by this department Contact the city or county official in your area and have the director or designee sign below upon completion of the project, The signedform must be returned to the Health Facility Construction and Inspection section at the address listed above. SECTION A: TO BE COMPLETED BY THE APPLICANT PURPOSE OF APPLICATION: New Facility — Number of Beds: (Check all that apply) Secured Unit — Number of Addition in Square, Footage: _ [ I Change of Occupancy From. To: [ ] Change of Location From: Im [ ] Renovation - Scope of Project: SECTION B: TO BE COMPLETED BY THE APPLICANT Name of Facility: 1E� �L�0* Address: Occupancy Type: _TS7;�S �V—���...Occupant Lo Name of Contact Person: S_ T Phone: f3y��l Fax: tJq3L— Z -r At SECTION C: TO BE COMPLETED BY THE CITY/COUNTY BUILDING DEPARTMENT/OFFICIAL Building Department having Jurisdiction: C, The above named facility meets the requirements work indicated in Section A: I if" no" please explain on a separate on= local AuthoriLy Eayi:np \ t [ /\1 YES NO 9M -1--11 - -,�- Lo—rqii-e-sfiois- PIP4se, contact cilivi", I el -1g,41 W1, 1 1 ii AZI ! 1111��Irel 11 !i11166;,Mj&&jj4jQP Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 e it#.:201.411131,9 Issued: 05/22/2015 Stipulations: Interior Remodel f or Birthing Center - Baby Co. 4263 sf. Occupancy This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number + n M on property described °s.. below,does comply with ,. "^ Ridge r b ten. ; i" #«. . ♦ development standards the zone district in which it is located and may be occupied. .All other licensing requirements for the City must be met. Owner:BABY a:COMPANY/CARLA ,G CKETT 7615 W. 38THAVE.,a RIDGE, -130 WHEAT 80033 Contractor: o Construction of America 1000 NORTHFIELD CT #100 ROSWELL GA 30076 For'the Following Purpose: Comm. Tenant Finish ,2012 1 1#�w /! 2006 11 Other changeNO shall be made in the USE of buildingNEC this • NEC • a new Certificate Of Completion NEC from _ City of Wheat , e. COMMERCIAL OCCUPANCIES *1 ♦ tOW Denver, • 80215 FIRE DEPARTMENT/OFFICIAL gn o or Local Authority Having Jurisdiction r � s } t AMA X SECTION A. TO BE COMPLETED BY THE APPLICANT (Check all that apply) Secured Unit --- Number of Beds: Addition in Square Footage: _-_ Change of Occupancy From: To: [ ] Change of Location From: To: Renovation - Scope of Project; t a�MoMaWAN... { Occupancy Type: Occupant Load: Name of Contact Person: VNb Phone;3 �� � $ to Fax. '!'I SECTION C: TO BE COMPLETED BY THE LOCAL FIRE DEPART IE TlfiF ICIAL Authority Having Jurisdiction:° F— " U _�_DJ_5_t_ The above named facility meets the requirements of the local Authority Having Jurisdiction for the occupancy based on work indicated in Section. A: (If "no " please explain on a separate attachment.) YES ]NO Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201401319 Issued: 05/22/2015 Stipulations: Interior Remodel for Birthing Center - Baby & Co. 4263 sf. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 7777 W 38th AVE #128-130 Parcel No: U1296 Owner: BABY &, COMPANY/CARLA HACKETT 7615 W. 38TH AVE., UNIT A-130 WHEAT RIDGE, CO 80033 Contractor: Newco Construction of America 1000 NORTHFIELD CT #100 ROSWELL GA 30076 For the Following Purpose: Comm. Tenant Finish Code Editions 2212 ICC/2014 NEC 06 ICC/2011 NEC 2006 ICC/2005 NEC Other f A NO change shall be made in the USE of this building without prior notice and a new Certificate Of Completion from the City of Wheat Ridge. CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES City of Wheat Ridge Commercial Sign PERMIT - 201500622 PERMIT NO: 201500622 ISSUED: JOB ADDRESS: 7777 W 38th AVE #128-130 EXPIRES JOB DESCRIPTION: Install 60 sf Baby and Co. sign. *** CONTACTS *** OWNER (512)638-2038 SHAMES MAKOUSKY MANAGEMENT SUB (303)596-6415 Vincent Nguyen 060026 Tom Signs *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 34.91 Use Tax 22.48 Permit Fee 53.70 ** TOTAL ** 111.09 *** COMMENTS *** *** CONDITIONS *** JB: Approved. 04/30/2015 04/29/2016 USE: / BLOCK/LOT#: / PROJECT VALUATION: 1,249.00 PlAID I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tre legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I ful-thrw attest that I am 1e ally authorized to include all entities named within this document as parties to the work to be performed and t all work to be performed is disclosed in this document and/or it/s' accompanying approved plans and specifications. L1 " Signature of O r CONTRACTOR (Circle one) Date I _ This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po ides and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit tbe. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and rocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Oficial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantigg of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or aidordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildlhnficial Date REQUESTS MUST BE HhD9 BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat j Ae COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY, Date:n 'L ry^I 1 Plan/Permit # UD Plan Review Fee: Building Permit Application **` Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. **' 0 J Property Address: C, ��� Property Owner (please print): Phone: lif a Phone: 417f- S`8�" f%q Property Owner Email: Mailing Address: (if different than property address) Address: City State Zip: Arch itect/E ng ineer: Architect/Engineer E-mail: Phone: S S8� Contractor: /fin Sl d i7 S� �;C. �- r da P._, " a Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: 25'�' ' 01'511r Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APP ANCI� REPAIR r REPLACEMENT ❑OTHER (Describe) y � I M �Q LG (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) ✓y �U4I 1 S 15 ii �S ¢ �db + Cid. Sq. FULF E 0 Btu's Amps ,3 Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAnIE: ��� /V LSI �Aetj SIGNATURE: DATE: ZONING COMMMENTS: ,,�4,7i"%/ Reviewer. BUILDING DEPARTMENT COMMENTS' Reviewer- PUBLIC eviewer PUBLIC WORKS COMMENTS. Reviewer r PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION Building Division Valuation: $ Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: /J 51 /'Contractor: You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 -L'— feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet Site Plan -e,lp �iER-C- 1 � MI OD" o � n o ao CT O o 1 Vl (DN m C a m 3 d C o a 3 0 = .. a O. m Q w cu O cc, n F � m w o n O c a � C O �X �p Cc: m 70 (Do Cb Cb Cb N o D L r �* + Q CO n c ■ �m -05 0 � U �I IN31MMURNMRmi Stipulations: Complete demising wall between suites. Infil openings and box existing beam to roof deck, a one layer of 5/8 in gyp board over entire wa to create quie 0t/secure separation between suitell A128 and A13. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: SHAMES MAKOUSKY MANAGEMENT 7777 W 38TH AVE #128-130 WHEAT RIDGE CO 80033 Contractor: Robert & Kathleen Bybee 3775 S POPLAR ST DENVER CO 80237 For the Following Purpose: Commercial Remodel Code Editions NO change shall be made in the USE of v"2012 ICC/2014 NEC this building without prior notice — 2006 ICC/2011 NEC and a new Certificate Of Completion — 2006 ICC/2005 NEC from the City of Wheat Ridge. Other ef Tuildi ing Inspector —Z—o—n —in—g —A—(: F i E=i s t Era t o �r CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 2�� FOR OFFICE USE 4NL Dat: Plen/Permlt Plan Review Pee o OEM r r 5 Complete all i information on ! e o r C +t ft fiii- "' 5 Z Z .+ I " , City of ��Wfi;6atfl,�dgc 112 III! 1111mill I I J I lon 1'9 M A GO 11i I I 1�= Signature of Firm Representative or Individual- 1, Am a duly authorized representative of the ag for review and approval of th� pr�ct indicated above. ----------- (Please check one) * Wheat Ridge Sanitation District * Clear Creek Sanitation District c, Fruit•ale Sanitation District • Westridge, Sanitation District • Other Agency Notes: • R= T� T O IN AS .. N PARTIAL GROU 0 PLOOR PLAN NEW G SCALES 1 /4'=!' -0' SCOPE OF WORK THIS PROJECT NEW OEM 15 1 NG WALL PER TENANT REQUEST AS WELL A5 bU I LD I NG DEPARTMENT QIRECTIYES. E d, { �x e r � art* {i e5e,. Y I R t r r > z .. ;... > .. _, ,> >. a .?, �>.., .. i , ...e¢>� �-?.:, .. �_,. ,�..._ .> S" ,. >,. .;„ -.. 4. .,- ,E Y 7 l.>•; R. „f� s hall Work h 2012 IBC, and any applicable of 'W heat R Codes te 4 r � 2 S W S r > A I "... ol � r 0 # r r 7 6 b _ z I ' A " : ,f 5COPE OP WO ( DEMOLITIONONLT)i TH1 C) -• v o 0 0< ro C) 0 � n �o � O N F— � U co :3 O 1 o cf) -m (D 01 0— ---a CL cf) o::3 zi C) cf) cn m< m 1� i x• y ai< ti 3 � GT. R, c +z �! 3 Y � d m� f �i F r f �f r { a z r . h: f a{ cm QMNMRAL NOTM5 5 ITDt AFF THIS I I s WW ALL CONTRACTOR5 MU 5T r I ELD SURVEY eX I 5T I NG COMO I T I ON15 A T t I TE POR ANA hT I �m I T T MAY T T I n T .. d 9 � � ED I M THE I MAL pp, I C I f -- Th 15 PROJECT, I M50MUCH A5 1 F05- I 15LE, T T I WE Ar`�r TH 15 5 1 T5 5URVtY 15 COMPLET KEYED NEW FROJMCT NOTM8 ITPA APPLY TO THIS I 0m Lm OR s PROV I I I I LL" I T TAI STUD I 1 LAY > " >.f TYPE ' GYP 5OARD IICI WALK-THRU OPENI LL A5 WINDOW OPEWING. NEW GYP TO ALIG I T I FACE OP EA15TING G YP 0TH 51DE5. FIEL VI!-IR I T I I 5T I NG M I - a RIOT T_, P I LL, SEW T I N 15H A5 REQU I RED rgov mEw METAL 5TUP PRAMI � T A I °' I ¢ � t f 9r { { 1- PR OVID5 (1 " T YPE, 'X' GYP 50ARD ON PRAMIMG T I � T T T " 50X- INS.v r r NOTE I , I I° T I I U I k s "` T ' I I I E4x- y �y I TER I OR WALLS PROM TOE AFFROX " TO EA CH SIDE OP STRUCTURAL COLUMNS. ATT EX 15TIMG , ICI T L i Kj EXTERIOR LL$ MOTE IT T M�,...1 T I L I 'PY EXILSTIWG COM0171'OM5 TO' A5CER TAIN TWA EXT T OF WORK ReQUIRED FOR TH 15 ITEM, } d mr { A FTER M M FRAMING AWD SINGLE LAYER5 OF GYP ARE I M5TALLED A5 I ♦� f � } " T ' ' C T _ IE NTIRE DEM15IN t IL EIGHT T RIOT JOINT 5 Or 5ECOND LAYER5 GYP 5D TO 5E 5TAGGARE 4 I I L _" I I I T ,, - 6 9 5} ' <' � k ��a� �' ,�� ...P�, ,..� � �. ��. �,..>` ,..,, '�,.. '" - :. O " ,� °� s� N ! >L STR i d 4 ..p• a .. - ) ,. q{ S .. 3 .. s q9 - „v ✓.,� � P 2' � yam s. � '�. ,%' E i�.:.... -vyxn'° >:. ,? - �h..x•' .a AROUKID T K.T° T I CEILING I MOTE, , TAPE A j LL P ACt5 L A - i , . III {{ t ! - ITT W” I u r -IH15H SECOND L AY I CEIL- I � A LL I L K 1N5 T A LLeD AROUND T T Ln UNOCCUP I W AF�A) C CO LUMW5 A50 CMILIWG" LINES T T AT NEW GYP 60ARD WOT - I ED I N I 3 8 I RE-TAPE AND p I _ I NT5 AMD FEWETRAT I I RED n I T IN U N I T A-128 FROM FLOOR TO CEILI P ULL LE Or- DEM! I ,�', WA AID " -OUT " a VERIPT 4 MATCH COLD I I T- - 1 I A NT OR 5UILDING MANAC=EMENT. F d y � Y P PR OVIDE PATA _ T T $ 5HO "N" (NE . MATERI 3 d� INST M rOR THESE NEW OUTL TO COMPLY ITIC RE- QU IREMEWT5 pog 2-HOUp COQ T LILT I 1 RabUILD 5U5PENDE0 CEILING IN UNIT Al28 A5 REQUIRED TO T I T° T III ,1; I WALL. Offal L., III CEILING TIL { p� 3 _ I REQUIRED. MAT&f EX15TING TILn5 AS CL05e AS P05515LE. ANY ADDIT'L Pmamts, OTHER THA t IW (�)AMD O8AbOVt, MUST bt VtRIr-ItD 1 T OR bLDG MGMT e lWeTAL € 2 C, � I}} r i f ! q p y f F U2 04 3 { 4 rq k � fJ T� T O IN AS .. N PARTIAL GROU 0 PLOOR PLAN NEW G SCALES 1 /4'=!' -0' SCOPE OF WORK THIS PROJECT NEW OEM 15 1 NG WALL PER TENANT REQUEST AS WELL A5 bU I LD I NG DEPARTMENT QIRECTIYES. E d, { �x e r � art* {i e5e,. Y I R t r r > z .. ;... > .. _, ,> >. a .?, �>.., .. i , ...e¢>� �-?.:, .. �_,. ,�..._ .> S" ,. >,. .;„ -.. 4. .,- ,E Y 7 l.>•; R. „f� s hall Work h 2012 IBC, and any applicable of 'W heat R Codes te 4 r � 2 S W S r > A I "... ol � r 0 # r r 7 6 b _ z I ' A " : ,f 5COPE OP WO ( DEMOLITIONONLT)i TH1 C) -• v o 0 0< ro C) 0 � n �o � O N F— � U co :3 O 1 o cf) -m (D 01 0— ---a CL cf) o::3 zi C) cf) cn m< m 1� i x• y ai< ti 3 � GT. R, c +z �! 3 Y � d m� f �i F r f �f r { a z r . h: f a{ cm QMNMRAL NOTM5 ITDt AFF THIS I I s WW ALL CONTRACTOR5 MU 5T r I ELD SURVEY eX I 5T I NG COMO I T I ON15 A T I TE POR ANA hT I �m I T T MAY T T I n T .. COIN I I HALL I NAT I T NTR AND I NOL ED I M THE I MAL pp, I C I f -- Th 15 PROJECT, I M50MUCH A5 1 F05- I 15LE, T T I WE Ar`�r TH 15 5 1 T5 5URVtY 15 COMPLET KEYED NEW FROJMCT NOTM8 ITPA APPLY TO THIS I 0m Lm OR PROV I I I I LL" I T TAI STUD I 1 LAY > " TYPE ' GYP 5OARD IICI WALK-THRU OPENI LL A5 WINDOW OPEWING. NEW GYP TO ALIG I T I FACE OP EA15TING G YP 0TH 51DE5. FIEL VI!-IR I T I I 5T I NG M I - a RIOT T_, P I LL, SEW T I N 15H A5 REQU I RED rgov mEw METAL 5TUP PRAMI � T A I °' I I° TI LENGTH 15 I I " " LE T T AMP T' " ARO UND I I T T COLUMN5 AbOVI!_ I I I . 1 PR OVID5 (1 " T YPE, 'X' GYP 50ARD ON PRAMIMG T T T " 50X- INS.v N OTE -RMMOVE, AND R r r FLAC t ROOP IN SULATION AS R15QUI P_- , NOTE I , I I° T I I U I k "` T ' I I I E4x- y �y I TER I OR WALLS PROM TOE AFFROX " TO EA CH SIDE OP STRUCTURAL COLUMNS. ATT EX 15TIMG , ICI T L i Kj EXTERIOR LL$ MOTE IT T M�,...1 T I L I 'PY EXILSTIWG COM0171'OM5 TO' A5CER TAIN TWA EXT T OF WORK ReQUIRED FOR TH 15 ITEM, 04 A FTER M M FRAMING AWD SINGLE LAYER5 OF GYP ARE I M5TALLED A5 NOT NOTtD IN THE I T ICI , Off` I AND INSTALL I T L COIF " T ' ' C T _ IE NTIRE DEM15IN IL EIGHT T RIOT JOINT 5 Or 5ECOND LAYER5 GYP 5D TO 5E 5TAGGARE I I L _" I I I T ,, W Or� 5ECOND NOT ' IW5TALLATIC I T I N C LU DE ' <' � k ��a� �' ,�� ...P�, ,..� � �. ��. �,..>` ,..,, '�,.. '" - :. 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MAT&f EX15TING TILn5 AS CL05e AS P05515LE. ANY ADDIT'L Pmamts, OTHER THA t IW (�)AMD O8AbOVt, MUST bt VtRIr-ItD 1 T OR bLDG MGMT e lWeTAL T� T O IN AS .. N PARTIAL GROU 0 PLOOR PLAN NEW G SCALES 1 /4'=!' -0' SCOPE OF WORK THIS PROJECT NEW OEM 15 1 NG WALL PER TENANT REQUEST AS WELL A5 bU I LD I NG DEPARTMENT QIRECTIYES. E d, { �x e r � art* {i e5e,. Y I R t r r > z .. ;... > .. _, ,> >. a .?, �>.., .. i , ...e¢>� �-?.:, .. �_,. ,�..._ .> S" ,. >,. .;„ -.. 4. .,- ,E Y 7 l.>•; R. „f� s hall Work h 2012 IBC, and any applicable of 'W heat R Codes te 4 r � 2 S W S r > A I "... ol � r 0 # r r 7 6 b _ z I ' A " : ,f 5COPE OP WO ( DEMOLITIONONLT)i TH1 C) -• v o 0 0< ro C) 0 � n �o � O N F— � U co :3 O 1 o cf) -m (D 01 0— ---a CL cf) o::3 zi C) cf) cn m< m 1� i x• y ai< ti 3 � GT. R, c +z �! 3 Y � d m� f �i F r f �f r { a z r . h: f a{ cm I� f 1 6 y y �y I (OCCUPANCY JW ( (OCCUFANCY '5' AS M TH IS a ir AS OP TH IS PROjECT) UNIT Am130 (RE UNOCCUP I W AF�A) C CONSTR TH16 UNIT 5Y T O IN AS .. N PARTIAL GROU 0 PLOOR PLAN NEW G SCALES 1 /4'=!' -0' SCOPE OF WORK THIS PROJECT NEW OEM 15 1 NG WALL PER TENANT REQUEST AS WELL A5 bU I LD I NG DEPARTMENT QIRECTIYES. E d, { �x e r � art* {i e5e,. Y I R t r r > z .. ;... > .. _, ,> >. a .?, �>.., .. i , ...e¢>� �-?.:, .. �_,. ,�..._ .> S" ,. >,. .;„ -.. 4. .,- ,E Y 7 l.>•; R. „f� s hall Work h 2012 IBC, and any applicable of 'W heat R Codes te 4 r � 2 S W S r > A I "... ol � r 0 # r r 7 6 b _ z I ' A " : ,f 5COPE OP WO ( DEMOLITIONONLT)i TH1 C) -• v o 0 0< ro C) 0 � n �o � O N F— � U co :3 O 1 o cf) -m (D 01 0— ---a CL cf) o::3 zi C) cf) cn m< m 1� i x• y ai< ti 3 � GT. R, c +z �! 3 Y � d m� f �i F r f �f r { a z r . h: f a{ cm : ,f 5COPE OP WO ( DEMOLITIONONLT)i TH1 C) -• v o 0 0< ro C) 0 � n �o � O N F— � U co :3 O 1 o cf) -m (D 01 0— ---a CL cf) o::3 zi C) cf) cn m< m 1� i x• y ai< ti 3 � GT. R, c +z �! 3 Y � d m� f �i F r f �f r { a z r . h: f a{ cm 1� i x• y ai< ti 3 � GT. R, c +z �! 3 Y � d m� f �i F r f �f r { a z r . h: f a{ cm cm v City of COMMUNiTy DE-vuoPINI # � -/ Building Permit Application . . . . . . . . . . . M Address: City, State, Zip: Phone: Contractor: Contractors City Uronse #: Phone: 22 0 - ?,!9 - S 3 c Contractor E-mail Address: Plumbing: WR Cij� UceU2�Lj Mechanical: Lom ,� C- CA Sq. FULF Btu's Gallons Amps Squares Other vrsnveridaim vrs >> v er icl a i m , i a softwkk company Insured: Willmore Center lymperty- 7615-7777 W. 3M Ave Wheat Ridge, CO 80033 Claim Rep.: Brian Bonnot Position: General Adjuster Company: Vericlaim, Inc Business: 5600 S. Quebec Street, Suite #270-C Greenwood Village, CO 80111 Estimator. Brian Bonnot Position General Adjuster Company: Vericlabu, Inc Business: 5600 S. Quebec Street Suite #270-C Greenwood Village, CO 80111 Clahn Number: Poficy Number: Date of Loss: Date Received: Date Inspected: Date Entered: Price List CODE8X 15 Restoration/Service/Remedel Estimate: SAF15576800 Home: (720) 881-7530 E-mail: mbertucci@shmmnukovsky.com Business: (720) 346-7321 x 18 1 E-mail: bbonnot@vericlaiminc.cofl, Business: (720) 346-7321 x 18 1 E-mail: bbonnot@vericlaiminc.cog 3/11/20151: 8 PM vrsnveridairn vrs >> V er iChi m I nc . 3"ftWk'-V" DESCRIPTION QTY 1. Final cleaning - construction - Commercial 3040.49 SF 2. Dumpster load - Approx. 30 yards, 5-7 tons of debris 1.00 EA • Main Room Height- 8' 2295.33 SF Walls 2230.91 SF Ceiling 4526.24 SF Walls &Ceiling 2230-91 SF Floor 247.88 SY Flooring 286.92 LF Floor Perimeter 286.92 LF Ceil. Perimeter Missing Wall 4' " X 8' Opens into HALLWAY DESCRIPTION QTV 3. Drywall per LF - up to T tall 259.75 LF 4. Texture drywall - light hand texture 1147.67 SF 5. Seal/prime then paint more than the floor perimeter (2 coats) 1147.67 SF 6. Floor prep (scrape rubber back residue) 2230.91 SF 7. Glue down carpet - heavy traffic 2565.55 SF 15 % waste added for Glue down carpet - heavy traffic. 8. Cove base molding - rubber or vinyl, 4" high 286.92 LF 9. (Install) Cabinetry - lower (base) units 25.50 LF 10. (Install) Countertop - flat laid plastic latninate 25.50 LF 11, (Install) Backsplash - plastic laminate 25.50 SF 12, Mask per square foot for all or plaster work 1721,50 SF 13. Batt insulation - 6" - R20 - unfaced Matt 221.33 SF S 1557680 3/17/2015 Page: 2 vrsnveridaim vrs >> v er iclaim I 4-*Nkk-nv-y DESCRIPTION QTY 9= ii 5.62 SY Flooring 28.50 LF Ceil. Perimeter 50.56 SF Ceiling 50.56 SF Floor 28.50 LF Floor Perimeter DESCRIPTION QTY 14. R&.R Ceramic/porcelain tile 142.50 SF 15. R&R 1/4" Cement board 142.50 SF 16. (Install) Toilet 1.00 EA 17, (Install) Handicap grab bar - Stainless steel, 1 112" x 48" 1.00 EA 18, (Install) Handicap grab bar - Stainless steel, 1 112" x 30" 2.00 EA 19. Detach & Reset Toilet paper holder 1.00 EA M (Install) Bathroom Mirror - W/Metal frame - surface Mtd Commercial 12.00 SF 21, (Install) Paper towel dispenser with to receptacle 1.00 EA 22. Detach & Reset Sink - wall mounted 1.00 EA 23, Mask per square foot for drywall or plaster work 50.56 SF 24. Batt insulation - 6" - R20 - unfaced bast 13.33 SF SAF15576800 3/1712015 Page: 3 vrsnveddairn vrs >> VeriClaim Inc. a w4pick C=Wy DESCRIPTION QTY 25. Washing machine - Remove & reset 1.00 EA 26. Dryer - Remove & reset 1.00 EA 27. Drywall per LF - up to 2' tall 17.50 LF 28. Texture drywall - light hand texture 70-00 SF 29, Seal/prime then paint the walls (2 coats) 140.00 SF X Floor prep (scrape rubber back residue) 17.68 SF 31. Glue down carpet - heavy traffic 20.33 SF 15 % waste added for Glue down carpet - heavy traffic. 32. Cove base molding - rubber or vinyl, 4" high 17.50 LF 33. Mask per square foot for all or plaster work 17.68 SF Utility Room Height: S' 100.00 SF Walls 9.76 SF Ceiling 109.76 SF Walls & Ceiling 9.76 SF Floor 1.08 SY Flooring 1150 LF Floor Perimeter 1150 LF Ceil. Perimeter vrsavericlaim In ]DESCRIMON QTY 38. Cove base molding - rubber or vinyl, 4" high 12.50 LF 39. (Install) Floor sink with grate - 8" sump depth 1.00 40. Mask per square foot for drywall or plaster work 9.7E SF 41. Floor pre (scrape rubber back residue) 1.7E SF 52. Batt insulation - E" - R20 - unfaced batt 14.50 SF SAF15576800 311712015 Page :5 vrsweridaim ws >> v er ici a i m inc. a DESCRIPTION QTY LEE= @..d SF Walls 114,56 SF Walls & Ceiling 1.17 SY Flooring 13.00 LF Ceil. Perimeter 10.56 SF Ceiling 10.56 SF Floor DESCRIPTION QTV 53. Mask per square foot for drYwall Or Plaster work 10.56 SF 54. Drywall per LF - up to Ttall 13.00 LF 55, Texture drywall - light hand texture 52.00 SF 56, Seallprime then paint the walls (2 coats) 104.00 SF 57. Glue down carpet - heavy traffic 12.14 SF 15 % waste added for Glue down carpet - heavy traffic. 58, C ove b molding - rubber or vinyl, 4" high 13.00 LF SAF15576800 3/17/2015 Page: 6 vmweridaim vrs >> v i a saoffmck MRPMY ME= � DESCRIPTION QTY 59. Mask per square foot for all or plaster work 51.16 SF 60. Drywall per LF - up to T tall 27.58 LF 61. Texture drywall - light hand teXtUM 110.33 SF 62. Seal/prime then paint the is (2 coats) 220.67 SF 63. Glue down carpet - heavy traffic 58.83 SF 15 % waste added for Glue down carpet - heavy traffic. 64. Cove base molding - mbber or vinyl, 4" high 27.58 LF 65. Floor prep (scrape rubber back residue) 51.16 SF Halfway Height: 8' 220.67 SF Walls 51.16 SF Ceiling 271.83 SF Walls & Ceiling 51.16 SF ' Floor 5.68 SY Flooring 27.58 LF Floor Perimeter 27.58 LF Ceil. Perimeter -Y4-r51 In 416.00 SF Walls 56"1 S'"'.41104 17.11 SY Flooring 52.00 LF Cell. Perimeter 153,99 SF Ceiling 151•9 SF Floor 52.00 LF Floor Perimeter vrsnveridaim vrs >> v inc. a-4r"—paq DESCRIPTION QTY 72. (Install) Cabinetry - lower (base) its 4.58 LF 73. (Install) Countertop - flat laid Plastic laminate 438 LF 74. (Install) Backsplash - plastic laminate 438 SF 75. Carpenter - Finish, Trim / Cabinet - Per hour 6.00 BR 76. Batt insulation - 6" - R20 - unfaced Batt 29.17 SF 77. Mask per square foot for drywall or plaster work 96.09 SF 78. Refrigerator - Remove & reset 1.00 EA 79. all per LF - up to Ttall 39.67 LF 80. Texture drywall - light hand texture 158.67 SF 81, Seal/prime then paint the walls (2 costs) 317.33 SF 82. Glue down carpet - heavy traffic 110.50 SF 15 % waste added for Glue down carpet - heavy traffic. 83. Cove base molding -rubber or vinyl, 4t' high 39.67 LF 84. Batt insulation - 6" -1/20 - unfaced batt 22.83 SF 85. Floor prep (scrape rubber back residue) 96.09 SF S 1557680 3/17/2015 Page: 8 vrsnveridaim yrs >> v inc. as-*Wk'-MPXq 4 TXTk U2jM0 M Server Closet Height-. 8' 124.00 SF Walls 135.81 SF Walls & Ceiling 1.31 SY Flooring 15.50 LF Ceil. Perimeter 11 �81 SF Ceiling 11.81 SF Floor -ff -4L.a Affl DESCRIPTION QTY ywall or plaster work 86. M per square foot for dr 11.81 SF 87. Drywall per LF - up to 2'taU 15.50 LF 88. Texture drywall - light hand texture 62.00 SF 89. S then paint the walls (2 coats) 124.00 SF 90. Glue down carpet - heavy traffic 13.58 SF 15 % waste added for Glue down carpet - heavy traffic 91. Cove base molding - rubber or vinyl, 4" high 15.50 LF 92. Batt insulation - 6" - R20 - unlaced bait 4.17 SF 93. Floor prep (scrape rubber back residue) 11.81 SF SAF15576800 311712015 Page : : 9 vrsnveridaim vrs >> VeriClabn Inc. andr"-Rp-y File Room Height: 8 293.33 SF Walls 81.52 SF Ceiling 374.85 SF Walls & Ceiling 81.52 SF Floor 9.06 SY Flooting 36.67 LF Floor Perimeter 36.67 LF Ceil. Perimeter Back Reception Height- 8' 300.00 SF Walls 86.00 SF Ceiling 386.00 SF Walls & Ceiling 86.00 SF Floor 9.56 SY Flooring 37.50 LF Floor Perimeter 37.50 LF Ceil, Perimeter vrsmeridaim vrs >> veric ia i m inc, 4 E ilk TI " #.: 107. Cove base molding rubber or vinyl, 4 "' high 37.50 LF 108. Floor prep (scrape rubber back residue) 86.00 SF • 109. Mask per square foot for drywall or plaste work 135.29 SF 11€1. Drywall per LF - up to 2' tall 45.83 LF 111. Texture drywall - light hand texture 195.33 SF 112. Seal/prime then paint the walls (2 coats) 390.67 SF 113. Glue dawns carpet - heavy traffic 155.59 SF 15 % was te added for Glue dawn carpet - heavy c, 114. Cave base molding - rubber or vinyl, 4 " high 48.83 LF 115. (Install) Reception desk - Commercial 24.67 LF 116. Batt insulation - 6 " - R20 - unlaced batt 17.00 SF 117. Flair p (scrape rubber back residue) 135.29 SF � SAF15576800 3/1712015 Page: 11 vrsBveridaim vrs >> VeriClaim Inc. a' -dswkk -"P-y Labor Minimums Applied DESCRIPTION QTY 119. Finish hardware labor minimum 1,00 EA 120. Insulation .£ « ::. 1.00 EA Grand Total Areas: 5,442.67 SF Walls 3,040.4• SF Floor 0.00 SF Long Wall 3,040.49 SF Ceiling 337.83 SY Flooring 0.00 SF Short Wall i I aI# . * . 3,040.49 Floor Area 2,035.50 Exterior ©2 Aw 0,00 Surface Area 0.00 Total Ridge L—ength 3,193.13 Total Area 226.17 Exterior Perimeter of Walls gezcasmm�� SAF15576800 3/17/2015 Page: 12 vrswe "idaim vrs > > VeriClaim Inc. It is u nlawful t knowingly pr ov i de i ncom plete , or misleading or t f: t.tf t an i nsurance c t ' # t ` de t " compan . ma i nc l u de i mpr i s on ment , fi nes , d # i and civil damages. Any insurance company or f f• f r r t e • f �, t .♦ t* # 1 f #t .: # t f. po Y s t f#` pur pose • defrauding # attempting o f def #' , r f• #• t f. :: # - ", • . ':tt'# c f: s t, f # # ` fxt "a shall be M Mort ed to the C olorad o division of insurance within the department of regulatory agencies. SAF15576800 3117/2015 Page: 13 I I Permit#:201400976 Issued: 11/20/2014 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number And on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: DENNY BUZY 7777 W 38TH AVE Al 4 WHEAT RIDGE CO 8001 Contractor: Rodrigo Garcia 6270 ARAPAHOE #6 BOULDER CO 80303 November 4, 2014 Wheat Ridge Building Division 7500 W. 29 Avenue Wheat Ridge, CO 80033 Re: 7777 W 38 Ave Shade Shelter Sincerely, Cody B. Bohall, P. E. CEO/President Studio 8.18 Engineering, PC 3222 Tejon Street, Studio IF Pi" 3.255.3664 f.- 303.568.0433 MM= w 41 CITY OF WHEAT RIDGE ; .AAO'- 0- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax Inspection Type Job Address Permit Number _Z_0 t No one available for inspection TirrieaLAL -In tion required : Yes NCO * When corrections have been made, call for re-inspection at 303-234-5933 Date: kO' 2:3 �' inspector- r FOR OFFICE USE ONLY�kf�j _, I Pro perty Address: A ddress: 6 1 chits r � 0 ? , ` r r r t t Ica . 3 6 c _6 M M WR CL License # LOB Complete all information on BOTH sides of this form Lofl��� - (;q. F yo q. �F Btu's Galtons Arfi�; Squares Other City of �rWh6atRLdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 750OW29thAve Wheat Ridge, CO 80033-8001 p,303.2351855J 303.237M29 Date: Project Address: -/ OVA msmmz�� Agency Notes: Signature: Date: � "�' � �f <a-- txtfT4 FEW--," 6 Ex L RTN6 XIT t EV$T',46 6A-- MVVR�� DW AFX, M �O W .. ........... . .... ....... .. =' AN CWA ARCHtTECTS B 07, SITE L OCA TION -111111-1-11.1 . . .......... . . W A,20 7= r, •M "^` .',T NIE4� 4 1, N VIM' 1�n 7 5 ... ........ .......... . I rrR, FtRr MX< it TAX0 RADIUS FOR FAE 'R�V, 4M ' 5HEL PLAN <a-- txtfT4 FEW--," 6 Ex L RTN6 XIT t EV$T',46 6A-- MVVR�� DW AFX, M �O W .. ........... . .... ....... .. =' AN CWA ARCHtTECTS B 07, SITE L OCA TION -111111-1-11.1 . . .......... . . W A,20 7= r, •M "^` .',T NIE4� 4 1, N rrR, FtRr MX< <a-- txtfT4 FEW--," 6 Ex L RTN6 XIT t EV$T',46 6A-- MVVR�� DW AFX, M �O W .. ........... . .... ....... .. =' AN CWA ARCHtTECTS B 07, SITE L OCA TION -111111-1-11.1 . . .......... . . W A,20 7= r, •M "^` .',T NIE4� 0 W I J' it U N N WI �D N M x � v N x L3 z ¢ I 3 m of 0 A 1 N b w I J It U o N NM x x N L3 I x z 14 F- 3 I x x a x x GENERAL NOTES: 1. LIVE LOADS USED IN DESIGN (2006 IBC): A WIND . ............................... ............................100 MPH (3 SEC GUST), EXPOSURE 'C B. EARTHQUAKE ...................... .........................DESIGN CATEGORY B C. ROOF UNIFORM SNOW ..... .............................30 PSF 2. CONCRETE A. ALL CONCRETE FOR FOOTINGS, FOUNDATION WALLS AND GRADE BEAMS SHALL BE MADE WITH TYPE I CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE FOR SLABS -ON -GRADE AND POURED -IN -PLACE TOPPINGS SHALL BE MADE WITH TYPE I CEMENT, STONE AGGREGATE AND SHALL DEVELOP 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 3 WAND A MAXIMUM W/C RATIO OF 0.45. B. ALL REINFORCING BARS SHALL BE ASTM A615 -GRADE 60, EXCEPT BARS TO BE WELDED, MACH SHALL BE ASTM A706 -GRADE 60. HEADED STUDS SHALL CONFORM TO ASTM A108 WITH 60 KSI TENSILE STRENGTH. C. CONCRETE PROTECTION FOR RONFORCEME14T (UNLESS OTHERWISE NOTED): 1) CONCRETE POURED AGAINST EARTH ........... .............................3' 2) CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER OR EARTH A) 15 BARS AND SMALLER ............................ .............................1} B) BARS LARGER THAN 15 ............................. .............................2' 3) COLUMNS, GIRDERS AND BEAMS (PRINCIPAL REINFORCEMENT, TIES AND STIRRUPS ) - ..........................1} 4) SLABS AND WALLS...... .. ........................... .... 3. STEEL A. ALL STRUCTURAL STEEL WIDE FLANGE SECTIONS SHALL CONFORM TO ASTW A992 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A500, GRADE B, ALL OTHERS SHAIl CONFORM TO A36 LATEST EDITIONS. B. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST PROV19 MVS OF RISC MANUAL OF STEEL CONSTRUCTION AND RISC CODE OF STANDARD PRACTICE. C. USE STANDARD FRAMED BEAM CONNECTIONS WITH ': BOLTS (OR WELDED EQUIVALENT) UNLESS OTHERWISE NOTED. SELECT CONNECTIONS TO SUPPORT ONE -HALF THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN. THE EFFECT OF CONCENTRATED LOADS SHALL ALSO BE CONSIDERED. D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATIONS TESTS. E. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL CONFORM IN ALL RESPECTS TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS AS ENDORSED BY AISC. F. STEEL DECK 1) ALL STEEL DECK SHALL BE ERECTED IN ACCORDANCE WITH DECK MANUFACTURERS SUGGESTED SPECIFICATIONS. 2) STEEL DECK BY OTHER MANUFACTURERS MAY BE SUMMED IN LIEU OF THAT SHOWN PROVIDED SECTION PROPERTIES ARE SIMILAR TO THOSE OF DECK SPECIFIED, AND IF APPROVED BY THE ARCHITECT. 3) DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL FRAMING AS REQUIRED FOR W)IWRGS THROUGH DECK. 4) ALL ANGLES NECESSARY TO SUPPORT DECK EDGES, BUT NOT SHOWN ON THE DRAWINGS, SHALL BE FURNISHED BY THE CONTRACTOR. 5) WELD DECK TO SUPPORTS WITH 5/8 °PUDDLE WELDS AT IT O.C. CONNECT DECK AT ADJACENT SEAMS WITH 3 -110 TEK SCREW SIDELAP FASTENERS PER SPAN. 4. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL- 5. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 6. VERIFY ALL OPENINGS THROUGH FLOOR, ROOF, AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. 7. ANY DISCREPANCIES ON THESE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO PROCEDING WITH WORK. 8. THE REQUIREMENTS OF THE LATEST EDITION OF THE 'OSHA CONSTRUCTION STANDARDS SHALL BE COMPLIED WITH BY ALL CONTRACTORS, FABRICATORS AND SUPPLIERS. 9. DURING ERECTION OF THE BUILDING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPLIES OF MATERIA AND EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR WI TY AND UNTIL ALL STRUCTURAL FRAMING AND DI ARE IN PLACE WITH CONNECTIONS COMPLETED. 3/4 " =1' -W 691�:Pl:la(aPBI Work shall comply with 2006 IBC IPC, IMC, IFGC, AFC, 2011 NEC and any applicable City of Wheat Ridge Municipal Codes. OCCUPANCY TYPE: U CONSTRUCTION TYPE: VB EXPOSE A SIDE OF AN EXISTING PIER FOR INSPECTION TO VERIFY THAT IT MEETS THE MINIMUM FROST DEPTH OF 36 INCHES. APPR" ED: BY: DATE: COMMENTS: EXIST FOUNDATION TO BE RE -USED MIN FOUNDATION SIZE REQUIRED: 20 ° x2O %3' -0" CONTRACTOR SHALL VERIFY SIZE PRIOR TO CONSTRUCTION FOUNDATION PLAN NOTES: 1A4' =1'-0" 1. FIELD VERIFY EXISTING CONDMNS /DIMENSIONS SHOW ON THESE DRAWINGS. e c 109' -8' ® COL HSSOX44 LLV CONT 109' -2" 0 COL ROOF FRAMING PLAN S1.1/ NOTES: 1/4 " =1'-O" 1 . ROOF CONSTRUCTION SHALL BE 1.5 18 GA, TYPE 'B' METAL DECK ON STEEL BEAMS AND COLUMNS. DECK SHALL BE CONTINUOUS OVER 20' SHELTER WIDTH. 2. (XX' -XXI- INDICATES TOP OF BEAM ELEVATION, Wheat Ridge Building Depa fol ppr ed BUILDI IAL Validly of permit: The issuance of a permit or approval and computations shad not be a permit for, or an appn pry of the provisions of the building code or of an ime" presuming to give a terity to violate or ama Suilding codes or other ordinances of the City sl APPR OVED Wheat r.•_ n : a .a _.e Daft: / I�i �� e i t ^� ► ENGINEERING 3222 TEJON ST., STUDIO F DENVER, CO 80211 303 255 3664 T 303 568 0433 F r .r O U W 0 0 F— Q W r� ILL 10' -0" 4' -3 9" W I HSS8x44 LLV CONT J W ' orlf neacces. = U) t` W f� t. DR OF DECK U N N N 0 e c 109' -8' ® COL HSSOX44 LLV CONT 109' -2" 0 COL ROOF FRAMING PLAN S1.1/ NOTES: 1/4 " =1'-O" 1 . ROOF CONSTRUCTION SHALL BE 1.5 18 GA, TYPE 'B' METAL DECK ON STEEL BEAMS AND COLUMNS. DECK SHALL BE CONTINUOUS OVER 20' SHELTER WIDTH. 2. (XX' -XXI- INDICATES TOP OF BEAM ELEVATION, Wheat Ridge Building Depa fol ppr ed BUILDI IAL Validly of permit: The issuance of a permit or approval and computations shad not be a permit for, or an appn pry of the provisions of the building code or of an ime" presuming to give a terity to violate or ama Suilding codes or other ordinances of the City sl APPR OVED Wheat r.•_ n : a .a _.e Daft: / I�i �� e i t ^� ► ENGINEERING 3222 TEJON ST., STUDIO F DENVER, CO 80211 303 255 3664 T 303 568 0433 F r .r O U W 0 0 F— Q W r� ILL W I Ice) J W ' orlf neacces. = U) t` W f� t. U N W ant Q .` 5-2 -14 JOB NLMM13ER: 14-188 SHEET TITLE: FOUNDATION PLAN ROOF FRAMING S1.1 Ice) Ina, apacifkatlotl� f, arty vlo4Wooto ' orlf neacces. = providaisofva t` of be valid. f� .` 5-2 -14 JOB NLMM13ER: 14-188 SHEET TITLE: FOUNDATION PLAN ROOF FRAMING S1.1 2=. FIRE DEPARTMENT% 0 approved W1 COMMents 0 disapproved 0 no review required Bldg Valuation: WINN"" a F9 rt N o' t�! �a �t t � l ltn� t it t� t11 a l ib w i p wx to t � t k ' ei CL (D �d t t l � S �`tn� lei ti a Building Permit Application (Complete _all highlighted areas) = A2 2 M20 lip Wz= 0 City, State, Zip: Contractors City License #: Electrical: r_291111e4.C>. Plumbing: Mechanical: MIN UPI I P'tiumiull, unn 1 4111 Ulu lugal UWAPpi ul and am also authori7ed by the legal owner of any entity included on this application to list that entity on this application, 4 ;�;E CONT OR; AUTHORIZED REPRESENTATIVE) o 0 ZONING COMMENTS: z oning: Reviewer: laimil" FIRE DEPARTMENT:: 0 approved w/ comments 0 disapproved 0 no review required r Bldg Valuatiow. �$_ F e w Co ntractor: r: A ti � A `fr o Coll - Ti rb Cori 0 , � � � * ' Attu '10 Al Electrical: g lllumbi Mechanical: l: W.Ft. City License ## WR City License W City License # Complete all information on BOTH sides of this farm tMoUnTO y bpi # �e ` /, c) Amps Squares .° CITY OF WHEAT I nspection Type: <: ° Job Add 1 0i 305 �3 6 Permit :m »©. e Noon av orinspe T ime «a> .w»=«nmade ca + <.«w»w a »saa� Da 44... f � ? r�r Dou 6093 Queb D wt CERTIFIED TEST, ADJUST, ANI BALANCE REPORT r �. metro News Call Conti 7 777 W. 38th Ave Wh eat Rid. • USA Double T BalanciComp 6093 S Quebe De nver, Certification Number: 2631 NESS TRS a e Balancin Bureau P 10516 Metro News Call Center Y • r a. � ♦ � w u ♦... of � � ... a Double T Blanc ing Company 209°2 Quebec St Suite 201 Denver, CO 8011 ZVW-11 0 1 h I L M ZVM NAWN A j 10516 metro News Call center i I 11 (E)zr-1 Unit infoxmation missing. 240tor not accessable. NEW TRS 29-2001 1 DATE: 03/20/2014 |PAGE 1 : M1 11 Q uebec Double TBalancing Company 6093 S Den F - 1 1 t m m m 'H 1 14 - As r �y y 516 4w 61 e& ai.A 4nw'« F PROJEC T . fi) _ " ' Roof SERVICE lit Assuran LIMIT DATA MOTOR DATA MAKE meem MADE FRAME GE Motors 56Y MODEL PY%VL-B090CM22E POWER BRAKE PWR. 2. SERIAL 2M7867ADAAF310902728 RPM SER. FA OR ; 1725 1.15 TY PE S ZE NAMEPLATE VOLTAGE 208 DI GE CLASS Down NAMEPLATE AMPERES 7.5 ARRANGEMENT 1 ACTUAL VOLTAGE 211 212 212 SHEAV MAKE Power Drive ACTUAL AMPERES 7x 7.2 6.6 SHEAVE DIAMETER 60R C,RL,A OVERLOAD 7.37 SHEAVE BORE 1.0 PHASE HERTZ 3 60 BELT MAKE Browning , FACTOR EFFICIENCY� EIELTS BELT SIZE 1 855 SHEAVE MAKE TTIN NUMBERS OF FILTERS 6 SHEAVE DIAMETER IVP60 FILTER TYPE Pleated SHEAVE BORE 0.875 FILTER SIZE I xl Sx2 OPERATING DIAMETER 2 TO TEST DATA CENTER DISTANCE 17.75 TEST DESIGN ACTUAL STATIC PRESSURE PRORLE OUTSIDE OUTSIDE AIRFLOW _ _.... 70 __. 283 D E �� yy!hyypy � yppg gNpggyy}y serd'xiM1 P+Me ypy Rid! Ce YRPa g p y b �eS" RETURN AIRFLOW Filter 0.17 -0.54 -0.71 TOTAL AI LOW 3235 3205 Coil 0.20 -0.71 -0,91 TOTAL STATIC PRESSURE 1.28 pan 1.28 -0 r 91 0.37 EXT STATIC PRESSURE 0.91 FAN RPM 1045 VORTEX X VFD POSITION ST ATIC PRESSURE SETPOI (BUT. AIR DAMPER POSITION RET. AIR DAMPER POSITION '" D 03/13/2014 READINGS BY T Sh 2 i PROJECT: 10516 Metro News Call Ce nter UNIT (E) R -1 SYSTEM Outside Aim ONE SERVICE LOCATION ALTITUDE DUCT DATA TEST DATA DESIGN ACTUAL HEGHT W 10. Z _ 5 STANDARD AIRFLOW 70 283 DENSITY _.. S, P, 0.075 MEASURED AIRFLOW 270 283 AIR TEM DID AREA 3.28 AVERAGE VELOCITY 82.29 86.25 •. 4 1 f M `" t i6;. Y� dw 1 J 2F: Y ♦ "� #' YF +Y f r •r • i° 03/20/2014 p .. . �* RqWt Is ow VOW u is submftd W" so Y NESS OmMI00a *vm AVMW w9h a At ng Double TBalancing Company 6093 S QuebecSt Suite 201 Denver, CO 8011 - izf LVI N3 F4 i1mci i4 I IR IR =11lilliffilliliI 12 2 a, A LOCATION REGISTER, GRILLE, DIFFUSER DESIGN PRELIMINARY FINAL OR ADDRESS NUMBER TYPE SIZE FLOW FLOW FLOW CD 10" 400 285 415 103.8 2 CD 10" 315 140 290 92.1 3 CD 10 315 285 295 93»7 4 CD 110" 315 170 310 99.4 5 CD 110- 315 150 325 103.2 6 CD 10" 315 260 310 98.4 7 CD 10 315 275 305 96.8 8 CD 10" 315 190 330 104.8 9 cr) 10" 315 265 320 101.6 10 CD 10" 315 145 305 96.8 z z 121;= U DATE 03/11/2014 READINGS BY: Tony Short lima - ------ NMI J11j11 I I � 1111111111 111 Jill W =1 � 1 1171 Double r 60 Que Denver, CO 80111- rye{ �, ��e� :�e°��- ��r��r�°���t�•s+►.,;�� 10516 a News C11 Center [ PROJECT: NIT° { } R -2 LOCATION Rare` SERVICE Breakroo UN IT DATA MOTOR DATA MAKE RUM MAKE FRAME GE Motors 56 DEL URGO-ISE60CLR POWER BRAKE PAIR. 1.0 SERIAL AYA4503 RPM SER. FACTOR 1725 1.15 FDISCHARGE E Ste NAMEPLATE VOLTAGE 20 8 CLASS EForward NAMEPLATE AMPERES 3.6 ARRANGEM vwD ACTUAL VOLTAGE 211 1 212 212 SHEAVE MAKE Power Driv ACTUAL AMPERES 3.5 3.6 3.1 SHEAVE DIAMETER 6.5 C.F.L.A, OVERLOAD '3.5 SHEAVE FORE 0.75 PHASE HERTZ 3 60 BELT MAKE Gates PWR, FACTOR EFFIC1ENCY #k BELTS BELT SIZE 1 A44 SHEAVE MAKE Power Drive NUMBERS OF FILTERS � VE DIAMETER 4.75 FILTER PE Pleated SHEAVE BORE 0.625 FILTER 2E 18 0x1 OPERATING DIAMETER 0 TO TEST DATA CENTER DISTAN 14.25 TEST DESIGN ACTUAL STATIC PRESSURE PROFILE .,....,.... OUTSIDE AIRFLOW 525 .,,„e.......„,,, 538 DEVICE t .....,........�...... rua RETURN AIRFLOW Filter 0.23 -0.35 -0.5 TOTAL AIRFLOW 1885 2110 Fan 1.45 -0.58 0.87 TOTAL STATIC PRESSURE 1.45 Coil 0.59 O,87 0.28 EXT. STATIC PRESSURE 0.63 FAN RPM � 1170 VORTEX OR VFD POSITION STATIC PRESSURE SETPOI OUT. AIR DAMPER POSITION REI°, AIR DAMPET4 DAMP SITION I TEST DATE 0311312014 RE B T Sh w t 1-7 1111111TIT11111!1 PR �I • „: ALTITUDE DUCT DATA DATA s , STAND AIRFLO MEASURE AIRF I d _" •.. ! • a • • III' ♦ • a ,: » D INGS , IMMM + Dou T Balancing Company 60 S Quebec St Suite 201 Denver O LOCATION REGISTER, GRILLE, DIFFUSER DESIGN PRELIMINARY F9NAL OR ADDRESS NUMBER TYPE SIZE FLOW FLOW FLOW CD 10 "" 310 305 320 103.2 2 CD 10"" 310 315 325 104.8 3 CD 10 " 310 330 335 108.1 4 CD 10" 310 320 335 104.8 5 CD 10 " 310 330 335 104.8 6 CD 10 " 310 345 335 108.1 7 6" 50 90 55 110,0 8 CD g"" 85 195 90 105.9 i I «, « ♦ r READINGS BY: Tony Repon ft Mt VAw wwss A ft nomftd w0h an t * n NOVOW 80WmMM OWNkedw SW ■ PROJECT: 10516 Metro News Call Center UNIT (E) 3 SYSTEM Supply Air LOCATION Roof SERVICE Training Rooms UNIT DATA MOTOR DATA MAKE RUUD MAKE FRAME A.O. Smith V56 MODEL N,/,; POWER BRAKE PWR, 0.75 SERIAL K/A RPM SER.FACTOR 1725 1.25 TYPE E PC NAMEPLATE VOLTAGE 2013 DISCHARGE CLASS Forward NAMEPLATE AMPERES 2..6 ARRANGEMENT DWDI ACTUAL VOLTAGE 211 212 212 SHEAVE MAKE Browning ACTUAL.. AMPERES � 2.6 2.5 2.55 SHEAVE DIAMETER 7.0 C,F.L.A. OVERLOAD 2.55 SHEAVE BORE 0.75 PHASE HERTZ � 60 BELT MAKE Gates PWR, FACTOR EFFICIENCY T3ELTS BELT SIDE 1 A44 SHEAVE VE M E B NUM.. R OF FILTERS 1 SHEAVE DIAMETER IVP55 _ FILTER TYPE Pleated SHEAVE SORE 0.625 FILTER SIZE 1S3Ox1 OPERATING DIAMETER 1.5 TO TEST DATA CENTER DISTANCE 14.7125 TEST DESIGN ACTUAL STATIC PRESSURE PROFILE OUTSIDE AIRFLOW 500 529 _. DEVICEa SAM .D. ENt &P. L RETURN AIRFLOW Filter 0.22 -0.27 -0. TOTAL AIRFLOW 1800 1680 pan 1..16 -0.49 0.67 TOTAL S"T"ATIC PRESSURE 1.16 Cavil 0.48 0.67 0.19 ST ATIC PRESSURE 0.46 FAN RPM 1047 VORTEX VFD POSITION STATIC PRESSURE SErPOI T. AIR DAMPER POSITION RET. AIR DAM SITTO TEST DATE: 03/13/2014 -1 READING$ BY. Tony Short Double T Blanc ing Company 6093 S Quebec St Suite 201 Denver, CO 80111- RECTANGULAR DUCT TRAVERSE REPORT PROJECT, 10516 Metro News Call Center - - -- - ------- --- - - -- -------------------- ----- 'U ----------------------------- LOCATION A DUCT DATA STANDARD AIRFLOW URED AIRFLOW I FRIARM.-IMMOM, TEST DATE: 03/20/2014 READINGS Br. Tony Short --- ---------- Repw fs sw unft" «» sub p~ **b m acwmpan«" XMB Certfflo~ ftw ^"W *" a Nsftw off0ftowna7w s&%ndfts RNM cwtfikaftft Sew Double T Balancing Company 6093 S Quebec St Suite 201 Denver, CO 80111- LOCATION REGISTER, GRILLE, DIFFUSER DESIGN PRELIMINARY FINAL OR ADDRESS NUMBER TYPE SIZE FLOW FLOW FLOW % 1 CD 6" 2 CD 3 CD aft 225 250 210 93.3 4 CD aft 225 210 215 95.6 5 CD an 225 195 210 93.3 6 CD an 225 265 215 95.6 7 CD an 225 195 210 93.3 a CD a" 225 200 210 93.3 9 CD 8" 225 160 205 91.1 10 CD a" 225 205 205 91.1 I TOTAL I 2 s TEST DATF-' 03/11/2014 J I READINGS BY: Tony Short 01«. !1 fto# Is no VA W ankos It is s0n~ wfib gin scow*w*ft Mms Cwtokafta tam suw*w WAW a N*bfw effdAwmaw SONW)w 8~ cedftafto &W w Double TBalancing Company 6093 S Quebec St Suite 201 Denver, CO 801 T/- .. of 5 t� 10516 rrtwr [PROJECT: T {} R- SYST l LOCATION Roof SERVICE Call Center UNIT DATA MOTOR DATA WAKE Rtxm MAKE FRAME 09 Motors � 56 MODEL URGF-150075CLR POWER BRAKE PWR, 1.5 SERIAL 84055STRAC RPM SE R. FACTOR 1725 1.15 TY PP SIZB rc NAMEPLATE VOLTAGE 208 � Cat HARD Forward NAMEPLATE AMPERES 5.8 ARRANGEMENT DVDI ACTUAL VOLTAGE 211 212 212 SHEAVE MAKE TBW ACTUAL AMPERES 5,7 5.5 5.8 SHEAVE DIAMETER 74 C,F.L.A, OVERLOAD 5. 70 SHEA BORE 0.75 PHASE HERTZ 3 60 BELT MAKE Gates PVVR, FACTOR EFFICIENCY # BELT SIZE 1 A48 SHEAVE MAKE Browning NUMBERS OF FILTERS 4 SHE DIAMETER 5. FILTER TYPE Pleated SHEAVE BORE O»625 FILTER SIZE lSxl5x2 OPERATING DIAMETER 1 TO TEST DATA CENTER DISTANCE 15.0 TEST DESIGN ACTUAL STATIC PRESSURE PROFILE OUTSIDE AIRFLOW 1200 1250 DEVICE MSM AMAL ACIUAL A CIUAL OAM SAD. ENT &R RETURN AIRFLOW Filter 0.19 - 0.20 - 0.39 TOTAL AIRFLOW 2995 3205 coil 0.32 -0.39 -0.71 TOTAL STATIC PRESSURE 1.20 Pan 1.20 -0.71 0.49 EXT. STATIC PRESSURE 0.69 FAN RPM 1196 VORTEX OR VFD POSITION STATIC PRESSURE SETPOI OUT, AIR DAMPE POS ITION RET`. AIR DAMPER SITION E � � •. rw s READINGS BY: Tony Short tjqww�� Repw Is lot VW unfts A& sxr an 8 C ar Nzwnw EnwAnvMW C Dou ble TBalancing Company 6093 S Q ue b e c RE Denver, CO 80111- RECTANGULAR DUCT TRAVERSE �. +r � � - r. r r .. ^r x �« ... r- r .e:.^ ... r . +: ,, a:. •. r= r 3:.r r: TEST DATE: 03/20/�014 iiA6fN BY Tony Short -- I j IS unkn ft Is suftliffiod wit is c u c 8~40 BMW cedisvow SW 10516 r N 11 0 ra r [ PROJECT: NIT ( ) _ ST i - r ONE SERVICE LOCATION ALTITUDE DUCT DATA TEST DATA DESIGN ACTUAL HEIGHT WIDTH 20 23 STANDARD AIRFLOW 1200 1250 DENSITY S.P. 0.075 MEASURED AIRFLOW 1200 1250 AIR TEMP, DS AREA 3.19 AVERAGE VELOCITY 375.65 391.25 �. +r � � - r. r r .. ^r x �« ... r- r .e:.^ ... r . +: ,, a:. •. r= r 3:.r r: TEST DATE: 03/20/�014 iiA6fN BY Tony Short -- I j IS unkn ft Is suftliffiod wit is c u c 8~40 BMW cedisvow SW • Double TBalancing Company 6? t Denver, CO w 8 LO t RE i57 , GRILLE, DIFFUSER DESIGN PRELIMINARY FINAL ry A � T g `IO ADDRESS UMBER TYPE Ei2E FLOW FLOW FLC?V4t 9� CD 10" 250 400 270 106.0 2 _ a 250 225 260 104.0 3 CD lof} 250 365 265 106.0 4 CD loll 250 360 270 108.0 5 CD all 250 230 265 106.0 6 CD lost 250 360 275 110,0 7 CD 8" 250 220 260 104.0 8 sw 12xl8 415 425 4145 107.2 12x18 415 465 445 107x2 10 s 12x18 415 460 450 108 »4 2 sawo z ir ,, s • e READ Double T Balancing I� I� III C 6 093 t Denver CO «8 PR OJECT. , 10516 Metro pews Call Center U UNIT R R -5 S SYSTEM S Supply Air LOCATION R Raab S SERVICE C Call Center UNIT DATA M MOTOR DATA MAKE D Daikin M MAKE F FRAME U US Motors 5 5682 MODEL D DCGO7214 03BXXXAA P POWER B BRAKE PWR. 2 2.0 SERIAL 1 1311480153 R RPM S SER.FACTOR 1 1725 1 1.15 [DISC SIZE N NAMEPLATE VOLTAGE E HARGE I I+A N NAIVI � A�11 ES E2111 ARRANGEMENT A ACTUAL VOLTAGE 2 212 2 212 SHEAVE VE MAKE B Browning A ACTUAL AMPERES 6 6;2 5 5. SHEAVE DIAMETER A AK59 C C.F,L,N O OVERLOAD 7 7.18 SHEAVE BORE 1 1.0 _ _ P PHASE H HERTZ 3 3 6 60 BELT MAKE B Browning P PWR, FACTOR E EFFICIENCY BELT SIZE 1 1 A AX52 S SHEAVE MAK P Power Drive NUMBERS OF FILTERS 4 4 S SHEAVE DIAMETER 1 1Vx50 FILTER M Mash S SHEAVE BORE 0 0.875 FILTER 9ZE 1 16 20 2 O OPERATING DIAMETER 1 1 TO TEST DATA C CENTER DISTANCE 1 19.125 TEST D DESIGN A ACTUAL S STATIC PRESSURE P PROFILE OUTSIDE AIRFLOUt 1 1200 _ 1 1237 _ _M DEVICE . P P.D. E ENT. SP. L L RETURN AIRFLOW F Filter 0 0.05 - --0.48 - -0..53 TOTAL AIRFLOW 2 2875 2 2915 C Cal 0 0.29 - -0.53 - -0.82 TOTAL STATIC PRESSURE 1 1.60 r ran 1 1.60 - -0.82 0 0.78 EXT STATIC PRESSURE 1 1.26 FAN RPM 1 1298 VORTEX OR VFD POSITION STATIC PRESSURE SETPOI OUT, AIR DAMPER POSITION RET, AIR DAMPER TI ........ ......... ..... .JUT B Y. T Short i _ - - im F 1 0 KILCI#JW'X ill Pt 0 1111 t aw 1 . ;I � "f PROJECT: 10616 Metro News Call Cen UNIT _6 SYSTEM Outside Air ZONE SERVICE LOCATION ALTITUD DUCT DATA TEST D ATA DESIGN ACTUAL HEIGHT WIDTH 10 38 STANDARD AIRFLOW 1200 1237 DENSITY .P, 0.075 MEASURED AIRFLOW 1200 1237 AIR TEMP. CR AREA 2..64 AVERAGE VELOCITY 464.74 468.67 11 #, , e - � I � M. - 11 . — , t MIN' 11 I 111�11FI W-1111,11 1111 1 �!Piiiil ill ill MY 1111 1111 01111 ill !ill 1 1 rkl *jm TEST DATE: 03/20/2014 IRE NGS ElY. Tony Short is $ a&~ W#h an wwmpanybw n a an # 6093 S Quebec St Suite 201 Denver, CO 8011 - LOCATION REGISTER, GRILLE, DIFFUSER DESIGN PRELIMINARY FINAL OR ADDRESS NUMBER TYPE SIZE FLOW FLOW sw 18x4 225 325 — 220 ------ - ---- ------- 97.8 2 sw 18x4 225 310 215 95.6 3 sw 1.8x4 275 200 270 98.2 4 sw 18x4 275 200 275 100.0 5 sw 18x4 275 205 275 100.0 6 sw 1.8x4 275 230 280 101.8 7 SIN 18x4 225 310 2:35 104.4 a sw 718x4 225 310 240 E 4102 106.7 E 9 CD 225 190 230 2 10 CD 80 225 210 235 104.4 11 CD awt 225 230 230 1,02,2 12 CD 100 170 105 _ 05.0 13 CD 6" 100 110 105 1105.0 �Z ►a z wlwmwmwwi�l'lT EST DATE: 03/11/2014 LREADINGS BY: Tony Short Repmt Is not V*W ankss A Is wAw#ftd WO an w=qw"g AMD Comfkagm Arm stanpw wa a matkaw EMA%Nmmw saftwng smam 004blowm %W Double TBalancing Company 6093 S Quebec St Suite 201 Denver, CO 8011 PROJECT: 10516 Metro News Call Center UNIT (E) EF-1 UNIT SYSTEM Exhaust Air SYSTEM LOCATION Coiling LOCATION SERVICE Nast I Restrooms SERVICE UNIT DATA UNIT DATA MAKE MAKE MODEL N/A MODEL SERIAL N/A SERIAL V. MAKE V. BORE Direct Drive SHV- MAKE V. RE V. DIAM, CENTER DI ST, SHV. IMAM. CENTER DIST, BELT MAKE Direct Drive BELT MAKE # BELTS BELT SIZE # BEE I TS T SIZE MOTOR DATA MOTOR DATA MAKE NIA MAKE FRAME POWER N/A PO\A1ER SER, FACTOR RPM - EqFRAME N/A SE:R. FACTOR RPM NAMEPLATE VOLTAGE 115 NAMEPLATE VOLTAGE NAMEPLATE AMPER i,A NAMEPLATE AMPSiS ACTUAL VOLTAGE ACTUAL VOLTAGE ACTUAL AMPERES S ACTUAL AMPERES PHASE HERTZ 1 60 PHASE HERTZ V. MAKE SHV.6ORE Direct Drive - SHV, MAKE V. BORE V. DIAM, OPFR, DIAM. SHV. DIAM, R. IMAM. TEST DATA DESIGN ------------- ACTUAL TEST DATA DESIGN ACTUAL AIRFLOW 150 150 AIRFLOW ENT, S.P. LVG. S.P. E S �L�G �SP TOTAL STATIC PRESSURE TOTAL STATIC PRESSURE FAN RPM Direct Drive FAN RPM REMARKS: Static pressure not available, REMARKS: Unit information missing. for not accessable. READINGS BY: Tony Short NZ49f It *y ,jo', &N. A TEST DATE 03/13/2014 TEST DATE: ---------- Double TBalancing Company 6093 S Quebec St Suite 201 Denver, CO 8011 1:4 ati P2 1 = Vwei. a 14 zw 011 a 2 a LOCATION REGISTER, GRILLE, DIFFUSER DESIGN PRELIMINARY FINAL OR ADDRESS NUMBER TYPE SIZE FLOW FLOW FLOW % EG 6x6 75 80 so 106.7 2 EG 6x6 75 70 70 93,3 I �«�= ��ZFM i��i TEST DAT`E: 03/11/2014 READINGS BY, Tony Short . ...... ... 11111111 PON +r re D ouble • Company 6093 S Qu ebec Denver, CO 8011 • rli , CT: 10516 try+ news C11 conter r {) -3 l tdtt M Exhaust Air SYSTEM LOCATION Roof LOCATION SERVICE West Restrooms SERVICE UNIT DATA UNIT DATA MAKE Greenheck MAKE _m..._ MODEL - 101 -- - DEL SERIAL 04A14547 SERIAL =AM. V. BORE B o ing 0 , 75 . MAKE V. ICE r .HV . C TER CI T, AX30 5.125 SHV. CLAM, CENTER DI BELT MAKE Gates LT MAKE 4 BELTS BELT SIZE 1 31,190 ## BELTS BELT SIZE TOR DATA MOTOR DATA MAKE Fasoo MAKE FRAME POWER 0.25 R . FACTOR R - 1725 EFAME NAMEPLATE VOLTAGE 115 NAMEPLATE VOLTAGE NAMEPLATE AMPERES 4.1 NAMEPLATE AMPERES ACTUAL VOLTAGE 121 ACTUAL VOLTAGE ACTUAL AMPERES 3..75 ACTUAL AMPERES PHASE HERTZ 1 60 PHASE HERT V. MAKE SHV.BORE N/A 0.50 SHV. MAKE SHV,9ORE V. DIAM, OPER, DIAM. VP25 0 TO SHV, DIAM, C1 R, IMAM. TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL AIRFLOW 575 715 AIRFLOW El S.P. LV . S.P. 0.12 0.17 Et T. S,F. LVG. S.P, TOTAL STATIC PR SUDS 0.29 TOTAL STATIC PRE I FAN RPM 1394 FAN RPM REMARKS: REMARKS. READINGS BY: Tony Short 'READINGS BY, TEST DATE 03/13/2014 TEST DATE�' RqWt is rapt is sir CWtff=ftW ft" WNWed WO s MV1001d L,m!C Double TBalancing Com 609 Denver, CO f LOCATION REGISTER„ GRILLE, DIFFUSER DESIGN PRELIMINARY FINAL R ADDRESS NUMBER TYPE SIZE FLOW FLOW FLOW C 12x52 375 340 405 108.0 12x12 300 520 310 503,3 I MOM _=W TEST DATE' 03/11/2014 TEADINGS BY: Tony Short i i i CITY O F WHEAT RI .- . e ivision • Inspectio 1� f - ♦ 237-89 Fax Ins p • • + • Permit Number: 2-0/30/53 CITY OF Building I- Division I! '" Inspectio t # f 237-89 Fax CITY OF WHEAT RIDGE 11 No one available for inspection: Time t1 Re- Inspection required: Yes No '7111 v�M nave Dean faaw x Da te: 3­ c- ( Insp DO NOT REMOVE THIS N077CE INSPECTION NOTICE Ins 41 CITY OF WHEAT RIDGE INSPECTION NOTICE Inspection Type: ES) JobAddress: 2 L- Permit Number: I 0 • one available for inspection: Time AM/PM * When corrections have boon made, call for rv-lhspact�qn at 303-234-5,933 Inspector: DO NOT REMOVE THIS NOTICE This c ertificate verifies that the building :ons c<e and/ the use ,r,,,« -d of t©! building and/or premises under t I above er number .©d on _«,«,:t\ descri , -pow, oe omp with - © »e:: Ridge Building « Code and development © standards the zone .. located and may be oc pie All other : » requirements for ® be Owner: 2:±© « » m ww< 5221 « O'CONNOR BLVD , 60 IR VING TX 75039 C ontractor: © » ..t. 23 ■e -2\ WAY ARVADA CO 80007 For - Following » Pur Com merci a l -t, «e ° -� _�� °° : t« !s © : »» �: c -� << ,■e! e© \,y- Kirk Cadotte From: Rob Sprenkle <rsprenkle@wrfire.org> Sent: Tuesday, February 04, 2014 12:00 PM To Kelly Brooks, Kirk Cadotte Subject: RE: 7777 W. 38th Ave. Unit Al20-A i �211 Lt. Robert Sprenkle NAFI-CFEI Deputy F ire Marshal Fire Prevention Division From: Kelly Brooks Sent: Tuesday, February 04, 2014 11:00 AM To Kirk Cadotte Cc: Rob Sprenkle Subject: RE: 7777 W. 38th Ave. Unit Al20-A Hi Kirk- we did an inspection yesterday and only had one deficiency. They are supposed to email us a picture of the fix once complete. Rob is the point contact for that inspection, I'll have him let you know when he's received information that they are complete. Thanks, From: Kirk Cadotte [-m-Aii-t-o. Sent: Tuesday, February 04, 2014 8:52 AM To: Kelly Brooks Subject: 7777 W. 38th Ave. Unit Al20-A ZMENSM I had a final building inspection yesterday at this place and took the card without realizing you had not signed it off. C I have you drop by there and just e-mail me back as to your status? I would greatly appreciate it. thanks I Kirk Cadotte Sr.Combination Inspector/Plans Examiner 7500 W, 29 Ave. Wheat Ridge, CO 80033-8001 Office Phone: 303-235-2850 Fax: 303-237-8929 CITY OF WHEAT RIDGE Building Inspection Division Ar Aw (303) 234-5933 Inspection in (303) 235-28,55 Office - (303) 237-8,929 Inspection Type Job Address m Re-Inspection required: `des No When orr tions have been rude, call for re-inspection 303-234-5933 Date: ., Inspector: No one available for inspection: Time :.. P Re-inspection required: Yes No * When corrections have been made, call for r - n n t 303-234-5933 Date: _ insp t r: CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection fin 303) 235-2855 Office - (303) 23 7-8929 F Inspection Type eAi Job Address Permit Number When corrections have been made, call for re-inspection at 303-234-5933 Date: ZL2:1�� Inspector: CITY OF WHEAT RIDGE -]�� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - f3O3) 237-892- Inspection Type Job Address _aj_jj Permit Number 4 * When corrections have been made, call for re-inspec nat3O3-234-5933 Date: w Inspector, No one available for inspectiow Time AM/PM Re-inspection required: Yes No W hen corrections have been evade„ call for r -i � � at 303- 234-5933 Date, 12 - / Inspector: CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-4 Office - (303),P37-892,L? Inspection Type TH 1 4 Job Address :7 Permit Number K iZ (z e-yl- ) tv *, e CITY OF WHEAT RIDGE Building Inspection Division :242)2«« <» Inspection line ' Fax 235-2855 Office - (303) 237-89. Inspection Type Job Address Permit Number 5 M No one available for inspection: Time 1 f 0 AMAg) Date : / -12, ^ Inspector: .� ^ »�«<w° ■ ©. i.m <=6 -: Inspect T Job Address: : Permit Number: Date: � 1 Inspector: ., O NOT \ OVE T IS NOT c Building Permit Application � Add ress - ji e . •r = M Sq. FULF Stu's Gallons Amps Squares Other City of ��Wh6akR@ge CITY OF WHEAT FJOGE BUILDINO AND INSPECT)ON SERACES DIASION 7500 W 29th Avc Wheat Ridge, CO 80033-8001 p 303.2.151Mf 303.237.M9 q 11111111111� l'll ���I lipliq 1M Date: 1�q .5 � 1 3 Prot= AddMML��,�-"Ol Name of FirmAndividual, submitting documents: - Z Project Type/Description: -z Agency Notes: Date: 4 � � '5-.13 ("ity of C(IMMUNrry DEVELOPMENT MINOR! I i !!! !!I'!! 1�1 jff�� I I I q Impillp 1111 11�1 11 ilil I �i I I � I I P*0044*w .„ 7777W38thAve#AI20 US Bank National Association Trustee, Batik of I Address. 5221 N O'Connor Blvd 600 Ca I . ... . ... .. ... I . - Phone; Contractor: .ta Li Ott and W74MM W,R, City License # Other City Licensed Sub: City License # Plumbing: WR City License # Mechanical: WIR, City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form Installation of one new 30" x 22'8". 5T00 sq ft wall sign of illuminated channel letters on raceway reading: "COSM0 PROF" and two sets of 9 3/4" x 62 3/4", 4.25 sq ft vinyl graphics reading: "COSMO PROF" over existing white panels. Previously vacant. Sq, Ft,A-F 65.50 Ko ft/ 5 f - Btu's Gallons Er OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rule or regulations of the City o[Wheat Ridge or covenants, casements or restrictions ofrecord; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume toll responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legral owner or have been authorized by the legal owner of tire property to peribrin the described work and arn also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNEW) (CONTRACTOR) ar (p11. , 'TI]ORIZEDRFPRL , SEI'v"TATII , 'L-) qj'(0)iNER) Ti Jordan D Ferree tMT_NAmu: Jordan Ferree SIGNATURE. DATF: /2�1�/2113_ Building Division Valuation- m DESIGN AND ENGWEERM IS SUBMUTED AS OUR PROPOSAL, AND IHS I i p� �itr$ @`"`tt 1ST �tt Ul it`�i i�i.�N�btt d`�tl `�' tt� It � ti �hai��21Y1 tttil e�� tea ? e� . t • �.: at i t t�p nt� , t��i.`�?�a��i�. : err �� SIGN ELEVATION EXHIBIT Eff W C* 26 s m 0 Elmgg��m 711 THIS DESIGN AND ENGINEEMNG IS SUBMNTED AS OUR PnOPOSAL, AND 3 HE RIGHT TO USE OR EXHIBIT W ANY FORM, IS NOr AUTHORIZED WITHOLrr WMTTEN PERM MSIGN BY US SIGNS L\ MRS "AD m 0 Elmgg��m 711 THIS DESIGN AND ENGINEEMNG IS SUBMNTED AS OUR PnOPOSAL, AND 3 HE RIGHT TO USE OR EXHIBIT W ANY FORM, IS NOr AUTHORIZED WITHOLrr WMTTEN PERM MSIGN BY US SIGNS (A) 110 lu :r 5 :r m I w o X 0 M M (n 0) so W Z < r m c rn M z < z cr, 0 -n OX2<> 0 C) m m tu () r- m 0 (= &5 m—mi5 0 0 w :l M Ct) * Z (1) l o w 0 c w 0 m to c) Z C) m 0) 0 X W 0 omoz 0 m m o) m -4 x ;u 0 X C Z m m - m m lu :r 5 :r m I w o X 0 M M (n 0) so W Z < r m c rn M z < z cr, M z <MO -n z m X n m 0 (= > z 0 m lu :r 5 :r m I w o X 0 M M (n 0) so W Z < r m c rn M z < z cr, AM TESTPNG, ADJUNTSNG AND BALANCING BUREAU THC. PRSPFB:BMN"% Cmwv.- Instrumentation: Method of Balancing: Supply, Return and Exhaust diffusers, grilles and registers were measured with an Alnor Balorneter EBT-721 . Heating and Chilled water flow rates were measured with an Al or Hydronic Manometer HM-680 connected to the installed flow meters. Warranty Information: This project has a one-year guarantee on all Testing, Adjusting & Balancing from the date listed on this cover page, D pft, Don Pittser CEO NEBB Supervisor Xl,'B/l Certificwion 323 JEJ)l Balancit�g, Inc. 569 Briggs Street 80516 Phone (720) 839-5333' Web rya w TDR: Total Dynamic Flead PSI: Pounds per Square Inch BV: Balance Valve CS: Circuit Setter Valve D.P.: Discharge Pressure Valve S.P.: Suction Pressure Diff.: Differential Design D.P.: Design Differential Pressure Actual D.P. Recorded Differential Pressure Ind.Imp.Dia. Indicated Impeller Diameter in. we: Inches Water Column IIW: Heating Water CHW: Cooling Water CW: Condenser Water lei X: Beat Exchanger DX: Direct Expansion EAT: Entering Air Temperature LAT: Leaving Air Temperature EWT: Entering Water Temperature L,NVT: Leaving Water Temperature MVD: Manual Volume Damper 0131): Opposed Blade Damper NAC: No Access NG: Not Given NIC: Not in Contract E: Existing Notes J DI Balancing Inc. JEDI d Evl BA 4NCflVGr Fan Unit LOCATION:, CO B'B SYSTEMIUNIT: EF-01 (MEN) Tested By: Jeremy Merrili All Test Date: November 09, 2012 ------------- 93 Fan Manufacturer BROAN Motor Manufacturer BROAN Fan Model Number 688-K Motor Rated Volts 120 Rated CFM 50 Motor Phase I Motor Fill Amps 09 NI Z mm-1 r Service Factor I Total CFM Actual 50 !111! 111!! NO Fan RPM Actual DIRECT DRIVE 1W ---------- a Motor Volts I Actual 118 an SP In Actual ATMOSPHERE in, wc Motor Amps I Actual 0,7 Fan SP Out Actual NO ACCESS in, wc ... . ........ .. ....... 0 SYSTEMIUNIT. EF-02 (WOMEN) Tested By: Jeremy Merrill AREA: Test Date, November 09, 2012 SYSTEMIUNIT.- EF-03 (BACK) Tested By: Jeremy Merrill AREA- Test Date: November 09, 2012 Fan Manufacturer BROAN Motor Manufacturer BROAN Fan Model Number 688-K Motor Rated Volts 120 Rated CFM 50 Motor Phase I Motor FL Amps 09 Motor Service Factor I Total CFM Actual 50 !111! 111!! NO Fan RPM Actual DIRECT DRIVE 1W ---------- a Motor Volts I Actual 118 Fan SP In Actual ATMOSPHERE in. wc Motor Amps I Actual 0,6 Fan SP Out Actual NO ACCESS in, wc SYSTEMIUNIT.- EF-03 (BACK) Tested By: Jeremy Merrill AREA- Test Date: November 09, 2012 JEDI Balancing Inc JEDI Fan Manufacturer BROAN Motor Manufacturer BROAN Fan Model Number 688-K Motor Rated Volts 120 Rated CFM 50 Motor Phase I Motor FL Amps 0,9 Motor Service Factor I Total CFM Actual 0 Fan RPM Actual DIRECT DRIVE I Motor Volts I Actual [Magi Motor Amps I Actual 08 JEDI Balancing Inc JEDI Fan Unit LOCATION CO t. am= #3235 DATE: 11/11/2012 • Tested By Jeremy Merrill Test Wate: Uovember 09, 2L2 * Notes JEDI Balancing, Inc, JEDI • �, . w © CONSULTING ENGINEERS G REASE TRAP RE » : aw .. w.. . soil form . into trash, collect grease .container < » , » w.. grease hauler) and 2) detailed records on these activities are maintained and are available for review . «: request, shall result in additional enforcement actions b ing taken, 25% - Adequate 25% • 50% - Poor, needs pumping at Ure - To i IS V a L t i I I (ocation and imposing the grease interceptor requirements as set forth in the District's Rules and Regulations, Other penalties may also apply. Sincerely, Patrick Roberts, E.13 11 — Martin/Martin, Inc. Cc Bill Willis, P,E, — Martin/Martin, Inc. (via e-mail) Sue Matthews - Wheat Ridge Sanitation District (via e-mail) Wayne Ramey — REC, Inc. (via e-mail) go- GT2700 Grease interceptor LIGHT CO RC AL [It TAG - - - -- .. Dimensional Data (inches and r mrrr 1) are Subject to Manufacturing Tolerances and Change Without Notice t_ o- GT2700-4 through GT2700 -50 i i GT00a75 GT 7 00 -100 Model i Number Dimension in Inches GT2 00 Grease Interceptor Recommended for removing and retaining grease from wastewater in kitchen and restaurant areas where food is prepared. Grease trap is corrosion-resistant coated fabricated steel with no -hub connections, flow diffusing baffle, integral trap, and vented inlet flow control device. OPTIONS - JP2700 [152] Extension 4 T l AP a.Ogin,,,` Sizes 4 - 50 Sizes 20 G. R M, - 50 G. r' M URN LIGHT COMMERCIAL PLUMBING PRODUCTS * 2640 South work Street # Falconer, NY 14733 Phone: 1- 801906 -6060* Fax: 7161665 -3126 World Wide Web: wwwzurnxom Rev. B Date: 12/20/11 C.N. No, 122561 Dwg. Igo. 63802 Product Flo. GT 700 ��Jzmuf Plumbing- Mechanical: squares lo—gP «allons Amps 2e."41 SqFt.12 (ORNER) (CONTRACTOR) (AUTHORIZEDREPRESENTATIVE) of (00MVER) CTOR) « < + fI: - »<$ \ \$ % §T 4< < »> *wz ¥ ■« A «vf< \ � \� / \\ 21 »» . . a :. e� � � � � . . J ohnstown , Co 3 03-885-7211 w»aw A 02 20 0 i M11 In MIA M.#=* Wall 1,200 4,736 7.20 0 403 403 0.76 Glass 144 3,388 5.15 0 6,294 6,294 11.88 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 5.41 12,292 18.70 0 9,208 9,208 17,38 Lighting 1,747 0 0.00 0 5,480 5,480 10.34 Equipment 624 0 0.00 0 2,057 2,057 188 People 40 0 0.00 0 10,389 10,389 19.61 Partition 736 810 1.23 0 243 243 0.46 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 800 0 0.00 0 11,592 11,592 21.88 Heat. Vent. 800 49,081 74.66 0 0 0 000 Cool. Infil. 0 0 0.00 0 0 0 0.00 Heat. In 1. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0,00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 3,034 3,034 573 Reserve Cap. 0 0 0.00 0 7,361 7,361 1189 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 3,557 5.41 0 3,621 3,621 6.83 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0,00 Misc. Return 0 0 0.00 0 0 0 0n00 Building Totals 65,740 100.00 0 52,985 52,985 100.00 Infiltration 0 0.00 0 0 0 0x00 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 13,102 19.93 0 34,738 34,738 65.56 Plenum Loads 0 0.00 0 0 0 0.00 Fan & Duct Loads 3,557 5.41 0 6,655 6,655 12.56 Building Totals 65,740 100.00 0 52,985 52,985 100x00 Total Building Supply Air (based on a 22* TD): 1,99► CFM Total Building Vent. Air (40.01% of Supply): 800 CFM Total Conditioned Air Space: 1,248 SqI Supply Air Per Unit Area: 1.6021 CFM/Sqft Area Per Cooling Capacity: 282.6 Sq.ft(Ton Cooling Capacity Per Area: 0.0035 Tons/Sq.ft Heating Capacity Per Area: 52x68 Btuh/Sq.ft Total Heating Required With Outside Air: 65,740 Btuh Total Cooling Required With Outside Air: 4.42 Tons COMcheck Software Version 3.8.0 Interior Lighting Compliance Certificate am= Project Type. New Construction Project Title: SUBWAY Construction Site: 7777 WEST 38TH AVENUE, UNIT A102 WHEATRIDGE, CO Owner/Agent: Designer/Contractor: ROSS NICHOLS NFE ENGINEERING SERVICES 201 N 1 ST STREET JOHNSTOWN, 00 80534 A 8 C D Area Category Floor Area All Allowed Waft (M) Wafts I ft2 (S x C) Dining: CafetedafFast Food 1248 1A 1747 Total Allowed Watts = 1747 • r� A a C D E Fixture to : Description I Lamp I Wattage Per Lamp I Sallast Lampst # of Fixture (C X 0) Fixture Fixtures Watt Linear Fluorescent 1: 24'T8 17W I Electronic 2 3 48 1488 Compact Fluorescent 1: Spiral I SW I Electronic 1 9 15 135 4 Lighting 44attage: Ll 1. Total proposed wafts must be less than or equal to total allowed watts. Allowed Watts Proposed Wafts Complies 1747 1623 YES Controls, Switching, and Wiring: Ll Z Independent controls for each space (swildVoccupancy sensor), M Project Title: SUBWAY Report date: 08/02/12 Data filename: C:\COMCHECMSUBWAY WHEATRIDGE,cck Page 1 of 4 Project ritle: SUBWAY Report date: 08/02112 Data filename: C:\COMCHECK\SUBWAY WHEATRIDGE,cck Page 2 of 4 Section 1: Project Information Project Type: Now Construction Project Title: SUBWAY Construction Site: Owner/Agent Designer/Contractor: 7777 WEST 38TH AVENUE, UNIT A102 ROSS NICHOLS WHEATRIDGE, CO RIFE ENGINEERING SERVICES 201 N 1ST STREET JOHNSTOWN, CO 80534 • 1 71 ro 1=1 7 • Building Location (for weather data): Wheat Ridge, Colorado Climate Zonw, Sti 1 HVAC System 1: Heating: Duct Furnace, Gas, Capacity 180 kBtu/h, Efficiency 82,00% Ec / Cooling: Rooftop Package Unit, Capacity 90 kBtu/h, Efficiency: 13.00 EER, Air-Coo4ed Condenser / Single Zone Requirements Specific To: HVAC System I : Equipment minimum efficiency: Duct Furnace (Gas): 80.0 % Ec Equipment minimum efficiency: Rooftop Package Unit. 10.1 EER L1 3, Cooling system provides a means to relieve excess outdoor air during economizer operation, Integrated air economizer required Generic Requirements. Must be met by all systems to which the requirement is applicable: L1 1, Load calculations per ASHRAE Fundamentals L) 2. Plant equipment and system capacity no greater than needed to meet loads L) Exception* Standby equipment automatically off when primary system is operating Q Exception: Multiple units controlled to sequence operation as a function of load Ll 1 Minimum one temperature controf device per system 4. Mirdmo-� it Lj 5, Automatic Controls: Setback to 55*F (heat) and 85*F (coot; 7-4ay clock, 2-hour occupant override, I 0-hour backup Q Exception: 2 kW demand or less, submit calculations L1 6, Outside-air source for ventilation; system capable of reducing OSA to required minimum ZI T R-5 supply and return air duct Insulation in unconditioned spaces R-8 supply and return air duct Insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly L1 9, Ducts seated - longitudinal seams on rigid ducts; transverse seams on all duds; Project Tide: SUBWAY Report date: 08102112 Data filename: CXOMCHECKASUBWAY WHEATRIDGE,cck Page 3 of 4 UL 181A or 1818 tapes and mastics Ll I 1,Thermostatic controls have ST deadband Ll Exception: Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having Jurisdiction. L1 12.8alancing devices provided in accordance with tMC (2006) 603.17 L) 13.Motonzed, automatic shutoff dampers required on exhaust and outdoor air supply openings I i F.T=i Project Title: SUBWAY Report date: 08102112 Data filename: C:NCOMCHECK\SUBWAY WHEATRIDGE.cck Page 4 of 4 <.. r •a- C ompa ny: C ompa ny • 1M Date Plait #. D 3 U Permit Com y 'due at time of submittal): Ft, /L. Ft added: Squares BTU's Gallons Amps INN CIRLCE OlvEr (CON CTORIA or PERSONAL REPRES�E of (OWNER) (CONTRATOR) SIGNATURE BUILDING DEPARTMENT COMMENTS: OCCUPANCY: : Rev4e r: You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Ad 2 77 ee Contractor: You are allowed 1 square foot of signage for every I linear foot of wall to which you are attaching a sign. III Iff !I 3 i i IR INNER ®RION I Wall 1 - d ., feet Wall 2 - feet , Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall I allowable signage- square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet no= \* I I Vic. ------------ - ----------------- iIR I 0 09 Cost s Q SL ity of tP - iy DEVELOPMEN 4 r - � - ' COMMUM Squares BTU's - Gallons_ Amps_ Sq Ft, _ CERTIFICATE OF COMPLETION City • Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 120213 Issued: 03/21/12 1112 OR IMF 11 1 111 'i !!1 11 11 11 Site Address: 7777 W. 38th Ave. #A-114 Parcel Number: U1296 Owner: Paul Allen 2821 S. Parker Rd Aurora CO 80014 ditions NO change shall be made in the USE of 00 tice 6 ICC/2008 NEC this building without prior no 2 00 6 ICC/20• 5 NEC and a new Certificate of Completion 2003 ICC/2005 NEC from the City of Wheat Ridge. Sprinklerpystem • Inspector Zoning Administrator 0 0 • .6 VA'VM 0 )3/21/12 13:24e44 City of Wheat Ridge Page )p701-ls PERMIT INFORMATION -- 1 rmnackey ?ERMIT INFORMATION� Permit 4r 120213 Permit Type: Cotmnercial Remodel Permit Lat. 02/28/2012 Expires: 02/27/2013 Address. 7777 W. 38th Ave, #A-114 Parcel Cd: U1296 OWNER: Paul Allen Address 2821 S. Parker Ad City/St/Zip. Aurora CC) 80014 ,AND PARCEL INFORMATION� QTZ DUE PAID� Zone Cd: Unassigned DU 0 SetBacks-Front: 0.0 Furict Use: Business Last Zone Dtr Left': O O Subdivision: Unassigned Annex Dt Right 0.0 Cant Type UNASSIGNED Lot: Block No; 0 Backa 0.0 Legale no 331.49 331.49 *B DESCRIPTIONP Tenant Finish for Western Centers .SEES QTZ DUE PAID� ?ermit Fee 5,500,00 1.40,90 140,90 "lan Review Fee .00 91,59 91,159 Votal Valuation 5,500.00 .00 .00 Ise Tax 5,500,00 99,00 99 00 03/02/12 no 331.49 331.49 .,ONTACTS: cener Paul Allen 2821 S. Parker Rd Aurora CO 80014 3033061,000 3c CLI General Connections Inc, General Connections 6062 Umber Street Arvada, CO 80403 3034229509 .ub CLA Apple Electric James Francis 9733 W 17th Ave Lakewood, SO 80215 3032746483 >ERMIT CONDITIONS: KC Approved per plans and red-line notes on Diane, Must comply with 2006 IAC, 2005 NEC and all applicable City. of Wheat Ridge Municipal Codes. Subject to field inspections, kPPROVALS. ZEQUIRED INSPECTIONS STATUSa -'ERMIT NOTES� )2/28/12 Put on Plans Examiner's desk for, KC to review. 72/28/12 Plan reviewed and approved with notes on plan )21`28/12 CREATED FROM APPIA 12-0031 INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 ERI:Electrical Rough ins 02-2317 03/02/12 no BCSI 03/05/12 03/05/12 COMPLETE 2 FRAsFrandnq Inspection 12-0033 03 uo ECS1 03/05/12 03/05/12 COMPLETE 3 DWS:Drywall screw/nail 12-0033 03/05/12 no BCS1 03/05112 03/05/12 COMPLETE 4 EFI. Eleutrical Final ins 02 2317 03/20/12 no M%T 03/21/12 03/21/12 COMPLETE 5 BFI Building Final insp 12-0033 03/20/12 no MV 03/21/12 03/21/12 COMPLETE �, City of Wh6at COMMUNiTy DEVELOPMENT I I Project Address: 97?7 1ue it C rn" General ontractorf Z.-) 0,0 Electrical Contractor Company Name:_A s4 - rr — Phone#: State License #: Master #:— sl-po Plumbing Contractor Company Name: State License #: Wheat Ridge License Signature of Authorized Agent Phone #: Master #: Date . . ........... -------- Mechanical Contractor Company Name: Whe e License Signature of Authorized Agent Date *This application must be signed by each sub-contractor confirming the same. 1,21CA / Contractor: • I t # 1 11 Electrical Plumbing: City License # City License # Mechanical- ?) 9S,"v2, City License # I Bldg Valuation: $ — I I ��\ V, 6 e c t w P �a m cp is 3 cis City of � CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303,235.2855J 301237.8929 1=2 0 ZIEMI= A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: If 0 ✓ do r L'at,4.:.j. 'to 1, . am a duty authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. * (Please check one) Signature: Date: (Agency Representative) 1 1t.� CITY OF WHEAT RIDGE B uilding Inspection Division J ? ;Ir (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 2$7 -8929 Fax INSPECTION NOTICE Inspection Type Job Address - .Rj , a r 411e> Permit Number jjag'/g 1�e�d�'c�llcer`• z ❑ No one available for inspection: Time F Re- Inspection required: Yes Noy pia When corrections have been made, call for re- inspection at 303 - 234 -5933 Date ZZI r r Inspector: %`e DO NOT REMOVE THIS NOTICE �s CERTIFICATE'- F COMPLETION City of W Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102456 Issued: 12/30/10 Stipulations: Tenant Finish for Physical Therapy. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 7777 W. 38th Ave. #Al24 -Al26 Parcel Number: U1296 Owner: Mountain Springs Pla 2821 S. Parker Rd Aurora, CO 80014 Contractor: John Northrup G.M. Northrup Corporation 15950 Franklin Trail S.E. Prior Lake, MN 55372 For the Following Purpose: Comm. Tenant Finish Code Editions A ICC /2008 NEC 006 ICC /2005 NEC — 2003 ICC /2005 NEC Sprinkler System NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge. Zoning Administrator ED BY FRONT DOOR OF uummExuiAL. uccUPANCIES 01/03/11 11:20:22 City of Wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 102456 mmackey PERMIT INFORMATION: Permit #: 102456 Address: 7777 W. 38th Ave. #Al24 -Al26 Permit Type: Comm. Tenant Finish Parcel Cd: U1296 Permit Dt: 10/27/2010 OWNER: Mountain Springs Pla Expires: 10/27/2011 Address: 2821 S. Parker Rd City /St /Zip: Aurora, CO 80014 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 0 SetBacks- Front: 0.0 Funct Use: Business Last Zone Dt: Left: 0.0 Subdivision: Unassigned Annex Dt: Right: 0.0 Cont Type: UNASSIGNED Lot: Block No: 0 Back: 0.0 Legal: SOB DESCRIPTION: Tenant Finish for Physical Therapy *Fill in pool` FEES QTY DUE PAID: Permit Fee 72,962.00 914.70 914.70 Permit fee additiona .00 140.90 140.90 Plan Review Fee .00 474.21 474.21 Plan Review Addtiona .00 120.34 120.34 Total Valuation 72,962.00 .00 .00 Use Tax 72,962.00 1,313.32 1,313.32 Use tax additional .00 108.00 108.00 __________ 3,071.47 --------- 3,071.47 CONTACTS: owner Mountain Springs Pla 2821 S. Parker Rd Aurora, CO 80014 3033061000 go CL2 G.M. Northrup Corporation Sohn Northrup 15950 Franklin Trail S.E. Prior Lake, MN 55372 9522263090 sub CIE Freund Plumbing & Heating Ken Freund 1950 Chambers Road Aurora, CO 80011 3033619100 Sub CLA Over -all Electric Sohn McGrath 2890 S. Zuni St. Englewood, CO 80110 3039791641 sub CL9 Precision Mechanical LLC Tom Bowen 2766 E Peakview Cir Centennial, CO 80121 3033472900 PERMIT CONDITIONS: KC: Approved per plans and notes on plans. Wheat Ridge Fire Department to review Fire Protection & Telecom Plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: REQUIRED INSPECTIONS STATUS: Type Description Required By Completed On _____ _ _ __ ____________ Fire Final Fire Dept Insp PERMIT NOTES: 10/27/10 CREATED FROM APPL# 10 -0381 10/25/10 Given to KC for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 PRI:Plumbing Rough Insp. 10 -0287 12/03/10 no KC 12/06/10 12/06/10 COMPLETE 2 PUG - Plumbing Underground 12/06/10 no KC 12/06/10 12/06/10 COMPLETE 3 ERI:Elcctrical Rough Ins 01 -9585 12/07/10 no KC 12/08/10 12/08/10 PARTIAL 4 FRA:Framing Inspection 09 -0021 12/07/10 no KC 12/08/10 12/08/10 COMPLETE 01/03/11 11:20:22 City of Wheat Ridge Page 2 bp70l -ls PERMIT INFORMATION - 102456 ..okay 5 ERI:Electrical Rough Ins 01 -9585 12/10/10 no KC 12/13/10 12/13/10 PARTIAL 6 ERI:Electrical Rough Ins 01 -9585 12/16/10 no BCSI 12/17110 12/17/10 INCOMPLETE 7 PRI: Plumbing Rough Insp. 10 -0287 12/16/10 no BCSI 12/17/10 12/17/10 INCOMPLETE 8 MRI:Mechanical Rough Ins 01 -8636 12/16/10 no BCSI 12/17/10 12/17/10 PARTIAL 9 ERI:Electrical Rough Ins 01 -9585 12/20/10 no KC 12/20/10 12/20/10 COMPLETE 10 MRI:Mechanical Rough Ins 01 -8636 12/20/10 no KC 12/20/10 12/20/10 COMPLETE 11 PRI:Plumbing Rough Insp. 10 -0287 12/20/10 no KC 12/20/10 12/20/10 COMPLETE 12 MIS:Miscellaneous 12/20/10 no KC 12/20/10 12/20/10 COMPLETE 13 BFI:Building Final Insp 09 -0021 12/29/10 no BCSI 12/30/10 12/30/10 COMPLETE 14 EFI:Electrical Final Ins 01 -9585 12/29/10 no BCSI 12/30/10 12/30/10 COMPLETE 15 PFI:Plumbing Final Insp 10 -0287 12/29/10 no BCSI 12/30/10 12/30/10 COMPLETE 16 MFI:Mechanical Final 01 -8636 12/29/10 no BCSI 12/30/10 12/30/10 COMPLETE INFECTION RECORD OccuDanev/T °'INSPECTION LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. ` P 1 4 1 i2b k tk f . t e, �I e Y ICI INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB `� FOUNDATION INSPECTIONS DATE INSPECTOR N I ITIALS COMMENTS: Footings /Caissons I. 4 /!e e Drywall Screw Stemwall / (CEG) Concrete Encased Ground dQ Reinforcing or Monolithic �p o ., yiN &AAA 15/1 d /W12 Weatherproof / French Drain Building Final 3 Sewer Service Lines �6 ile, , Fire Department Water Service Lines kEties C;S� ( y�f�vnX o "1�vvl 12•'j i a R.O.W & Drainage CONCRETE SLAB FLOOR Electrical (Underground) Ale- �� Insulation Plumbing (Underground) I. 4 /!e e Drywall Screw Heating (Underground) dQ ROUGHS Sheathing Ale- �� Insulation Lath /Wall tie 9_ 40 P Drywall Screw Mid -Roof dQ Electrical Service Roof Rough Electric Building Final 3 Rough Plumbing �6 ile, , Fire Department Gas Piping kEties C;S� ( y�f�vnX o "1�vvl 12•'j i a R.O.W & Drainage Rough Mechanical INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping Framing g� �v Ale- �� Insulation Plumbing 9_ 40 P Drywall Screw Mechanical FINALS Electrical 3 �� Plumbing 9_ 40 P VU6fe 0 Mechanical dQ Roof Building Final 3 EN r (? l e i y Fire Department i2 Z�J Ip kEties C;S� ( y�f�vnX o "1�vvl 12•'j i a R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping *"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: s3I.?�, sr1 r, P1 Job Address: 7277 � 87 /.w -,I Permit Number: � ?ZAl �r ." . C'r�N � Ff�Y'rCf1 J i (( tt �s 9 4r rP•tsifl!! f,�truurv! ❑ No one available for inspection: Time f%1 , ARMS Re- Inspection required: Yes 1 o 'When corrections have been made, call for re- inspection at 303-034-5933 i Date: /,:? 3o iv Ins r f DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE r Building Inspection Division (303)234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NO ICE Inspection Type- Job Address: GCS Permit Number: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No When corrections have been made, call for re-inspection at 303 -234 -5933 Date: Inspector: crr DO NOT REMOVE THIS NOTICE I 12/21/2010 09:14 3032321238 AIR_RIGHT PAGE 01/04 BALANCEREPORT PROJECT: l e�Zqr,)V. OUTPATIENT PHYSICAL THERAPY 7777 W. 38TH AVE. UNITS 124 -126 WHEAT RIDGE, CO 80033 PERMIT NUMBER: 102456 PREPARED FOR: PRECISION MECHANICAL REPORT ISSUE DATE DECEMBER 20, 2010 ARI PROJECT NO.: 10716 =AIR- RIGHT, INC. J 747 Sheridan Unit 8S Lakewood, Colorado 80294 Phone. (303) 232 -5945 Fax. (303) 232 -9238 e -mail. airright @aol.com http: / /www. air- rightin c. com 12/21/2010 09:14 3032321238 AIR_RIGHT PAGE 02/04 4;7 %R- RIGHT INC. TEST, ADJUST, AND BALANCE REPORT THE DATA PRESENTED IN THIS REPORT R AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED /N COMPLIANCE WITH NEBB PROCEDURAL STANDARDS, ANY VARIANCES FROM THE DESIGN REQUIREMENTS ARE NOTED THROUGHOUT THIS REPORT. THE RESULTS SHOWN AND INFORMATION PRESENTED IN THIS REPORT IS CERTIFIED TO BE ACCURATE AND COMPLETE, TO THE EXTENT POSSIBLE BY EQUIPMENT AND PROCEDURES USED THROUGHOUT THIS SURVEY. 771,E FINAL AIR DISTRIBUTION SYSTEM MEASUREMENTS ARE IN COMPLIANCE WITH NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS. CERTFIED BY• __ DATE: CEMBER 10 T -- . Nl 20 THE FINAL HYDRONIC DISTPJBU77ON SYSTEM MEASUREMENTS ARE IN COMPLIANCE WITI1 NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS, CERTIFIED BY: DAM, AIR-RIGHT WARRANTS THAT THE A/R AND HYDRONIC SYSTEM EVALUATED DURING THIS SURVEY IS OPERATING AT THE SPECIFIED LEVELS AS SHOWN WITHIN THIS REPORT, AT AND ONLYAT THIS TIME. AIR -RIGHT MAKE'S NO 07HOR WARRANTIES, ST47ED OR IMPLIED, CONCERNING THE CONTINUED PERFORMANCE, OPER47YON OR SAFETY IN THE USE OF THIS EQUIPMENT PAST THIS 77ME ARI TECHNIOIAN(S). ARI NEBB TAB SUPERVISOR: TIMOTHY A. TOPPING REG NO. 2589 CERTIFICATION FXPIRA770N: 03/3,192 I _ lIML51'tiW Ir.7t�pltdEl Cl�pt�Ftc�1nOM 2599: £aR'3V3i/!3I . 747 SHERIDAN BLVD UNIT SB, LAKEWOOD, COLORADO 80214, PHONE.(303) 232 5145 FAX(202) 282-1238 12/21/2010 09:14 3032321238 AIR_RIGHT 4 7 M- RIGHT, /NC. TABLE OF CONTENTS DOCUMENT COVER PAGE . TAB CERTIFICATION TABLE OF CONTENTS. AIRFLOW TEST REPORT PAGE 03104 PAGE 1 2 3 4 12/21/2010 09:14 3032321236 AIR_RIGHT 47 = INC. = AIRFLOW SUMMARY PROJECT: OUTPATIENT PHYSICAL THERAPY 7777 WEST 38TH UNfTS 124 -926 NOTES: - PAGE 04104 PAGE: 04 •. •^ CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line , (303) 235 -2855 Office," (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address fir? rsv _ `,� -1,C 4 r2Y -'412 Permit Number rP PF13A2 locw/111- /11 P6101 D able for inspection: Time Z,1 e ,� AM/ 'equired: Yes Ao Inspecto NOT REMOVE THIS NOTICE " ' City of Wheat Ridge _ Comm. Tenant Finish PERMIT - 102456 PERMIT NO: 102456 ISSUED: 10/27/2010 JOB ADDRESS: 7777 W. 38th Ave. #Al24 -Al26 EXPIRES: 10/27/2011 DESCRIPTION: Tenant Finish for Physical Therapy *Fill in pool* * ** CONTACTS * ** . owner 303/306 -1000 Mountain Springs Pla gc 952/226 -3090 John Northrup 09 -0021 G.M. Northrup Corporation sub 303/361 -9100 Ken Freund 10 -0287 Freund Plumbing & Heating sub 303/979 -1641 John McGrath 01 -9585 Over -all Electric sub 303/347 -2900 Tom Bowen 01 -8636 Precision Mechanical LLC ** PARCEL INFO ** ZONE CODE: UA USE: B SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 72,962.00 FEES 0 Permit Fee 914.70 Permit fee additiona 140.90 .p Plan Review Fee 474.21 Plan Review Addtiona 120.34 Total Valuation .00 Use Tax 1,313.32 Use tax additional 108.00 ** TOTAL ** 3,071.47 Conditions: KC: Approved per plans and notes on plans. Wheat Ridge Fire Department to review Fire Protection & Telecom Plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the . legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this ocument and /gr s' accompanying approved plans and specification Signa re of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. S. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division, 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision,�°f /p/,� applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fiel d, $¢sgt/�i�i. Signature of Chief Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 12/20/10 08:00:14 City of Wheat Ridge Page 1 bp340 -ig ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE - -- DESCRIPTION- VALUATION- - - - - - -- -FEE - -- -USE TAX prm Permit Fee 6,000.00 140.90 0.00 totva Total Valuati 6,000.00 0.00 0.00 use Use Tax 6,000.00 0.00 108.00 TOTAL VALUATION: 6,000.00 FEES VALUATION: 6,000.00 PERMIT FEE: 140.90 USE TAX: 108.00 OTHER FEES: .00 TOTAL FEES: 248.90 k), 3 Nv� X12 k - �' sv' one available for inspection: Tir 1l CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office; - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type e y-?AL Job Address 7777 w, A - ,41 ,2 Permit Number to a y-�'4 -rte. CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type 62Z " -zwA0f5 Job Address 77, Permit Number 14t Y$ &all d Per: /Pz f ed "'x-- � at1 r tom' neV rz %i W V;e- .- 'AX7, .-. AI .- :1_LI_1__ T::_ n`.alr nn� /fini City of Wheat Ridge Comm. Tenant Finish PERMIT - 102456 PERMIT NO: 102456 ISSUED: 10/27/2010 JOB ADDRESS: 7777 W. 38th Ave. #Al24 -Al26 EXPIRES: 10/27/2011 DESCRIPTION: Tenant Finish for Physical Therapy * ** CONTACTS * ** owner 303/306 -1000 Mountain Springs Pla gC 952/226 -3090 John Northrup 09 -0021 G.M. Northrup Corporation ** PARCEL INFO ** ZONE CODE: UA USE: B SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PRO=VAL : X72, 962.00 FEES Permit Fee 914.70 Plan Review Fee 474.21 Plan Review Addtiona 120.34 Total Valuation .00 I Use Tax 1, 313.32 D 't� t f ** TOTAL ** 2,822.57 Conditions: KC: Approved per plans and notes on plans. Wheat Ridge Fire Department to review Fire Protection & Telecom Plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this � , dument and /or its' accompanying approved plans and specifications. Signat e of OWNER or �ON CTO (Circle one) , ate 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6.. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. of Chief Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. cit of COMMUNITY DEVELOPMENT- Building & Inspection Services Division 7500 W.;29 Wheat Ridge, CO 80033 Office• ' 10301 r , 2855 * F 303 Bldg Valuation: $ X &61 - ax: 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application P open Addres 7777 W65T 38" - A ve +A 12 4 -A iz& Property Owner (please print): A IQQAI7AlA SPI 105 Phone: 36 3 -366 -lo 0 K 111 Mailing Address: (if different than property address) C�o 69Ae,; 1 w'E4�1'�renl Address: Z Pj Z S7 PAF&K- UZ'E{ 45t led ft lJ City, State, Zip: g ob / `•t— Contractors: �Q p Contractors City License #: Phone: Soli Contractors: Electrical: ' j Plumbing:Tt:jD Mechanical: 713D_ City License # City License # City License # �scriptioi� �ofwiorkx r(!v (s rY' IN GLV /'J/U G Contract Value: PLu>v��INC, /dtfVtC, EucTit't�r4L $ moo: oad_ Review Fe due at time or submittal): ,ca Squares BTU's Gal s Amps Sq Ft. 7 $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ' I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, - rules or regulations of the City of Wheat Ridge or covenants; easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge . codes and ordinances for work under any permit issued based on this application; that i am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity . on this application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER (CONTRACTOR) X70 f br�vlc.t �� v D ��SON� A r�,itt PRINT NAME: _ NiG &64 - SIGNATURE j (� DATE: /D - 2S - Jo Bldg Valuation: $ X &61 " V, 41 City of Wheat Ridge 1� Commercial Sign PERMIT - 102548 PERMIT NO: 102548 ISSUED: 11/09/2010 JOB ADDRESS: 7777 W. 38th Ave. #Al24 -Al26 EXPIRES: 11/09/2011 DESCRIPTION: Moving existing sign to new location * ** CONTACTS * ** owner 303/306 -1000 Grace Kitajima sub 303/279 -5977 John Hamilton 01 -9466 Precision Sign Company sub 303/761 -6176 Marc McBride 01 -8146 McBride Electric ** PARCEL INFO ** ZONE CODE: PCD USE: B SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 500.00 FEES Permit Fee 26.50 Plan Review Fee 17.23 Total Valuation .00�� Use Tax 9.00 ** TOTAL ** 52.73 Conditions: MR: Approved. Zoned PCD. Subject to field inspection. KC: Approved per plans and notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appli abl.e a idge p4dinances, for work under this permit. (Plans subject to field inspection. 9igndture of contract76Is— I datf 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan re 'ew subject to field inspections. Signature f Building Official date INSPE ION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. G t f. 'g � Y 1 l ' E i � cct ge Date: COMMUNITY DEVELOPMENT Building &nspection Services Division permit #,7j �l 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application P "r'ogerty,Addessi �7'� �t/ 3 6 f" 57 - Property Owner (please print) JJr4- C e �.+, ` Phone3d 30 COW g, Mailing Address: (if different than property address) Address: ��- //' City, State, Zip: Contractors City License #• �_-- Phone Sub- ; Con #ractgrs: � ��� Plumbin g Electncal. it;I�pr31 %�c 's Mechanical: City License # �GBG� 3_ City License # City License # Ow Descrlptioii of work: ,,,( c Contract VaIII ` G�- •c�rsJ.z l `,a.� (5,��,,,) r -cd ai� s s�,ae� iG.� G^li C cJd��✓f1v. .p G.z.�f �' , Review Fee ( e at time of submittal): Squares BTU's Gallons Amps Sq FL s1 .' ?L � 5213 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants; easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have Mead and agree to abide by all conditions printed on this application and that I assume full .responsibility for compliance with applicable City of Wheat Ridge . codes and ordinances for work under any permit issued based on this application; that i am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: WNER) (CONTRACTOR) or (AUTHORIZED REPRESENT /f %) of (OWNER) (CONTRACTOR) PRINT NAME: tJ �di r SIGNATURE: DATE: < ✓� `" DEPARTMENT U b� ra � � f r/ �,r y , ,iXONING COiv7MEtJTS / r �Q >r ? ..s `�f� - }r3'- o ,% r '"'." „"', "-{ 'S „fie^ f✓` -� ` -2 :k a- ,ZO�tln9 F Ti rr � / / S ! a /^y � r C/ 3 />✓ /r� �rrd a � a r /^ 9 ll 'Reviewer � ; � � / ✓ � r ,:r .r r" v �; {� /,- � -✓ .� >✓ r ✓ . � r ✓ f / r ✓i / � /� rr'� �n y% r 'i �.�>ar �r4yl�s�a F ; 9 -' i 4 r r `'�'� �� > /l'e.F v x �{"�"`?^v >n � r�' � s r i"r'e ✓ {`,- ,F' ✓'� S�� . '+'?. � `�f`r � t �r z ? h" x � �� J / >' +�i �kr �r "� �✓ �( � " � �Xr <, /l t it i C � � �' a✓ r a y ,S /--. y / X5 ra a•' c/ �� a ,!"✓ r � r / �^ �xrr 9 / ti.+'�,"/° .,s sew^ ✓ cx„' ., PU$L1C WORKS COMIGIENTS ✓ " " � r a ✓ r / G r r rye' ..,37i r'- �',inQ ,,,„, � / � l r ✓ c -.; yC / r � /'" �� r r�`'� ✓ �ru�.ar ,�,_f...� i ,r :. - %E1RE DEPARTMENY � approa/e�3vi'Lojr meil�s [7S11sap�rgYed ❑ nbTew�vGreq �r �� Bldg Valuation $ , IV ! No !. )ZO )$� | � \ it � mq \§ \ ) =oo scr ,EVSS o© -* \ /\\ , g w2u2J 2 Q� CA C6 / . !\ 2 / <x VIV ° [ E3 5p. § a..- , «c � 9W ! � (ZO §�� ; y § .4 §}{ HIM \ \ p| REVISIONS 7 Qk ` 2! / � §�) §�( / CD LE ,w | No §zO §$� | � ! � ll. ; -., !P P ! !!§!,; -: !| ,mmG, g±Q22 ( Cl) � B k \;[, m & . � 7a - \ / ƒ : °° £ K S \ " \ �� \ _ 0'-4 5/16" � � R , � 0'-3 11/16" ;| %o�lZ 0--8 3 } �Alk CD ` \ � \ � � im Q � FORM IM) 414- 02.1123 XCEL ENERGY ADORE e CITY -TOWNO COUNTY FLOOR GUe)1OMER NAME PRINT) F` d"y.e ACTION TAKEN ❑ NO SHUT OFF SPECIE OWNER TENANTM AGENT OTHER ❑ APPLIANCE OFF ❑ BOTH APPL. &METER _ ❑ METER SHUT OFF ` �OF .,� — H RD — it ` " a� CONDITIONT. E CORRECTED AS S OWN BELOW CREATES AN IMMEDIATE HAZARD. THIS EQUIPMENT MUST NOT 8E PUT BACK IN SERVICE UNTIL REPAIRS AND ATHOflOUGH INSPECTION HAVE BEEN MADE BY A QUALIFIED CONTRACTOR. CONTACT YOUR LOCAL BUILDING DEPARTMENT FOR CODE AND PERMIT REQUIREMENTS PRIOR TO PERFORMING REPAIR WORK.. lY` NA FAND TYPE a PE OF ApPyPLIANSC�E �+ Aq A V CO ITION TO BE CORRECTED TAGGED BY v ♦ i CITY OF WHEAT RIDGE Building Inspection Division r' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 7777 ~ 797; .4v~ ~e Alz%? Permit Number: /av/92 7' P'li n+ G'}~T c~,?j7`V J in~sr~61 4r3C' ` d ,Q.~ ~xTs~ ~vssrf✓ s z V1s ❑ No one available for inspection: Time / jVS Alut Re-Inspection required: <jes-) No ' When corrections have been made, call for re-inspection at 303-234-5933 Date: ` Eo Inspector: '7Z DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE err Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 131T Job Address: '','777 cu. 357-/ A446 yW.,'r j/OP Permit Number: 01Y09'R7 I~fivr.F6i fig/e' ssls~ ~':'.@rr~sJt` `r.X/7`a°sc7.i./ I 'r ❑ No one available for inspection: Time AM/PM j Re-Inspection required: Yes (No "When corrections have been made, call for re-inspection at 303-234-5933 f" Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE r Bung Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 6-29• >W-5',P. ' A4*6/ Job Address: All io Permit Number: r m,911AJ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-2345933 Date: _ 113 Inspector: ,g i DO NOT REMOVE THIS NOTICE ~ • ~YV ve ` CRY'F WNORCO ~y}y . :CUST MERN0.N .(PFlINT) 10 . . . FtOOH C AP? NO. 6 Q OWNER~ :TENANi - ~ AGEM ACTION AKEN ~ OTHER ~ SPE ~NO SHUi OFF . ~ VAPPLIANCEOFF CONORIONTp BE COqqECTEO q5 SHOVjN BELp{y CpEqTES AN IMMEDI HAZqRp ~ METER SHUT OFF DEPqq7ME~ FOq COOE EOUIP ❑BO7HAPPL. $ M~EA OFF BUILDING ATE pqZqRD.TH15 i SEqV~CEUNTILqppq~qgqHppTHOpOUGHINSPECTION HAVEBEEN MADEBYqppp~~F~EUCONiqq~ ~ MENT M MEANDTypEOFqppL)ANCE qND pERMR AEOUIAEMEMS USi NOT BE PUi BqCK IN NAPqIpqTOPEqFOqMINGpEPAIRWORK t . TOR:CON7pCTYOURLOCAL GO ~l vI p N TO BE COqpECTEU b ~ GGED 9Y eU 1 pTHERINFpRMATION;PHONE: ~ 5TqMEP / ~ J~ a)CUPA~91aNATUqEh TIME ~ , { OA--~~ LITIONSHIPOF r ~ PqN ~~~~TIME TiOCUSTOMEq DATE ..r..~..._..,. •"4' City of Wheat Ridge / Commercial Sign PERMIT - 081137 PERMIT N0: 081137 ISSUED: 09/29/2008 JOB ADDRESS: 7777 W 38th Ave #102 EXPIRES: 03/28/2009 . DESCRIPTION: Install new sign 24.58 sq ft CONTACTS . owner 303/306-1000 Sara Mendoza . gc 303/464-0644 John Dobie 02-1494 Broomfield Sign Co., Inc. sub 303/452-6742 Gordon Wise 08-0064 A Wise Choice Electrical Inc PARCEL INFO ZONE CODE: PCD USE: B SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY - ESTIMATED PROSECT VALUATION: 7,500.00 FEES Permit Fee 199. 30 mm P1an Review Fee 82 .23 Plan Review Addtiona 47 .32 Total Valuation .00 Use Tax 135 .00 PM TOTAL 463 .85 Conditions: Must comply w/ 2003 IBC & 2005 NEC. I hereby cer[ify that the setback distances proposed by this permit application aze accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat xidge or cwenants, easements or restrictions of remrd; that all ' measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicati nd that I assume £ull responsibility for compliance with the Wheat Ridge Building Code (I.s.C) and a11 other a on ppliG9b1 hgid$e Ard'lcanqe,%, for work under this permit. P1ans subject to field inspection. Signa ureof contraceor/owner ~ date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable. ordinances of the City. 2. This permit shall expire 180 daysfrom Che issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Huilding Official. 3. If this permit expires, a new permit may be acguired £or a fee of one-half the amount normally required, provided no - changes have been or wi11 be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes riave been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. . 4. No work of any manner shall bedone that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (29) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. . 6. The issuance of a permit or the apprwal o£ drawings and specifications shall not be construed to be a permit for, nor an approval of, any violati n of the provisions of the building codes or any other ordinance, law, rule or regulataon. All plan review is subc field inspections . . . Signature of Chief B~ din~Official aate . ~ ~ ~ ~ ~ . ~ INSPECTION REQ EST~LINE:(303)234-5933 ~BUILDING OFFICE: -(303)235-2855 . REQUESTS MUST~BE~MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.~~ . . . . ~ . ~ ~ . . ~ . . ~ . . . ~ ~ . ~ ~ , `i /`-T ~F WHEqT ' ✓lL~ ~ Po City of Wheat Ridge Building Permit Number: O~j- 0 ~ ^ Community Development Department Date: og o~I c~~ORP~~ MINOR B IIILDING PERMIT APPLICATION Property Owner: Sara Mendoza Property Address: 7777 W 38th Ave # 102 Phone: 303-306-1000 x 123 Contractor License No.: 21494 Company: Broomfield Sign Company Phone:303-464-0644 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinq Dept. Valuation Figure: I hereby certiTy that the setback distances proposed by this permit application are and do not violate applicable ordinances, rules or regulations of the City of accurate Value:$3750.00 , Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acarate; that I have read and agree to abide by all nd that I assume full responsibility for ti hi li I~ ~3 POYrillt FeB:$ on a s app ca conditions printed on t compliance wilh the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat ection ectto fieid ins b i Pl P]ari R0V10W FOE:~ ~l' Ridge Ordinances, forwork under t ~ . p ans su j his rm t. ~r 51a USE T&X: Total:$ (0 W NER)(CONTRACTOR): (OWNER)(CONTRACTOR):PRINTED JOF}N W. DOBIE DATE_9/2612008 Use of Space (description):Installing new sign_ Description of work: Sign Install Sq. Ft. added _24.58 Sq ft BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: Approval: Iml Zoning: ('Lp G COMMENTS: ~ I~[!Y WI ~ y~°CU~VO~[ •q~ ~~i~ Approval: C,~ W ORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: lOccupancy: Walls Roof: Stories: Residential Units: Electrical License No: 53161° Plumbing License No: Mechanical License No: Company:Au)ise Ckoi@e f/tAt;e-Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonmeni has not exceeded one (1) year. If changes have been or if suspension or abandonment ezceeds one (1) year, fWl fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permii for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. ~ ~ Chief Building City of Wheat Ridge Building Permit Submittal List The following items are required for the minor building permit submittal for the property located at 7777 W 38th Ave # A102. If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building Planning ❑ Public Works SUBMITTAL DOCUMENTS: PLANS: x❑ One (1) site plan Contents of plans detailed in fhe minor permits handout xD One (1) Elevations/details page DOCUMENTATION: X❑ ❑ xE1 One (1) completed building permit application One (1) property deed One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 29`" Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspection line - 303.234.5933 www.ci.wheatridpe.co us 7777 W. 38th Ave # A 102 N N wtxnan._ n I ~ k . W ~ in. ~ N W019AM 1 W~19 t :M dlk r en 7o < ~ ~ I I IC. F in".., WnenAVa O N ~ I@ 3 ~ m m a I _ ¢1 . i. IS ! p ' N = V 30NAVe ~ W3BNnve._ ~ W38NAVe W3BMAVe W ~ ~ i ii v 3 3 :T~. 1Q''. W3iMAVe IIt MetlIWC¢NEl: lZ ~ WMIAAVe~~ . l~a . . ~ % I ~ Wbl - n3E ~ . WYN% _ WfSTF I~ ~ . - W~3t~Are W]51~Rr< ~ _ W]SqMe . . WJSIAPw . _ _ ~ i Il W ~ Won \ m ~Q~ JII WN R» Wy.. 4..~ ~eP Plnee9e'evlonl HeaI1n FaNllly H.pl p Y' 91 W]JNA ~ ~ . ~2Y~~ . . . . Y.. . V¢ ~ North Draft Design #1 • 092608 • John Dobie ~ (303) 464-0644 • Fax (303) 464-0608 UK jb:,m:signs This artwork is Copyright (c) 2008 Broomfeld Sign Company, Inc. Use of tM1is artwork by any party other tM1an Broomfield Sign Company, lna tor any ~NTERNPiIOxa~ puryosewM1arever isprohibitedwilhoutasignetlreleasefiomBmomfeltlSignCOmpany,Inc. siGxa550[IRiION. ~ D V ° m o a ~ ~ a ~ I a - (Z j ~ ~ 3F~ ~ ~ 0 J ~ ~ ~ ~ ~ ~e r Z y A s 3m~ ~ ~ ~$o m m ~ I ~ / T b D 9 ~ 0 m . N ~ (4 A - m O O m p ~ N X .Lm e . o m 3 m 3 -m..3 ~ m~ a~3 a~ H a~,pf F c~ O 6 D ~ 9 ~ ~m ,'c 6 30IlON SIH ~/lOW3tJ lON 00 / :aoloadsul ££69110-£OE le uopoadsuPai ~o ❑ pew uaaq aney suopoaaaoo uaUM, o sak :paainbaa uoiloadsul-aa Wd/Wy 4Lw2":-Lroijoadsui ao} ajqqiene auo oN ❑ l , . :aaquanN I!uaaadjsseapptl qor ~ sy e :adA1 uoi4oadsul 33IlON N01133dSNl ~ xvj L980-SEZ (606) . a0!40 598Z-S£Z (EOE) ~ auil uogoadsul g£6S-bEl (£0£) ~ ' uasini4 uoi}oadsul Buipiing JJJ~ 3JOla lt/3HM d0 Allo . . -A. 41 City of Wheat Ridge .rr % Commercial Sign PERMIT - 080770 PERMIT N0: 080770 ISSUED: -07/09/2008 JOB ADDRESS: 7777 38TH AV EXPIRES: 01/05/2009 DESCRIPTION: Raceway mounted electric sign. CONTACTS owner 303/306-1000 gd 303/464-0644 John Dobie 02-1494 Wilmore Ctr Exempla Broomfield Sign Co., Inc. PARCEL INFO ZONE CODE: PCD USE: C-1 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 10,354.59 FEES Permit Fee 253.90 . Plan Review Fee 165:04 Total Valuation .00 Use Tax 186.38 **TOTAL 605.32 Conditions: AT - OK PCD I hereby certify that the setback distances proposed by this permit application are accurate, and do not violape applicable ordinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; that I haveread and agree to abide by all coaditions printed on this application and that I assume fu11 responsibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and a11 other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. . Signature of contractor/owner date . . . 1. This permit was issued ic accordance with the provisions set forth in your application and.is subject to the laws of the State of Colorado and to the 2oning Regulations and Huilding Codes of Wheat Aidge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a Eee of one-hal£ the amount normally required, provided no changes have been or will be made in the original plans and specifications andany suspension or abandonment has not . . exceeded one (1) year. If changes have been or if suspension or.abandonment exceeds one (1) year, full £ees shall be paid £or a new permit. 4. No work o£ any manner shall be done that will change the natural flow of water causing a drairtage problem. b. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive writ[en approval on inspecCion card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be constrved to be a permit for, nor - an approval o£, any viola io the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is s'e field inspections. ' Signature of Chief Bui 'ng ficial date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUSTBE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. . ~1~ lID.W~ov VVVU~ M4~~v~~• 1~rINSPECTioN LwE: (303) 234 5933 Inspections will not be made unless this card is posted on the building site Cali by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB ~~~rcy~VR FOUNDATION INSPECTIONS D0.TE COMMENTS INITIALS Footings/Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines . Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) - UONOTYOUKtwun~mi~ ROUGHS Sheathing Lath / W all tie Mid-Roof Eiectrical Service Rough Electric Rough Plumbing . Gas Piping Rough Mechanical ............~~.~....eo - cir.uFnaalnRTOPROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department . . . R.O.W & Drainage STAR7 AlL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping `"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING ANO ZONING, BUILD/NG AND PUBLIC WORKS BEFOREA CONSTITUTEAUTNOftIZATION CEf2TIFfCATEOFOCCUPANCrA FINAL OF OCCUPA ONCY NOR PERMISSION 'F'OR OCCUPANCY OF OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER : City of Wheat Ridge ~ ~ Commercial Sign PERMIT - 080795 PERMIT-NO: 080795 ISSUED; 07/17/2008 - JOBADDRESS: 777738th . . . EXPIRES:O1J13/2009 DESCRIPTION: Sa1on retail sign_~ CONTACTS owner . 303/427-4951 Ken~Kahler gc303/456-0060 ~ Russell Merkley 02-0870 Inter Mountain Signs ~ PARCEL INFO ZONE CODE: PCD USE: B . . SUBDIVISION: UA . BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT~UALUATION'E ~ 4,300:00 . ~ ~ . . ~ FEES Permit Fee - 144.70 . ~n~~D . . . Plan Review Fee~ 94.06 Total Valuation ~ .00 Use Tax . 77.40 * * TOTFIL * * . ~ 316 . 16 I hereby certify that the setback distances<proposed by this permit application are accurate, and do not violateapplicable ordinances; rules or regulations ofthe City of Wheat Ridge or covenants, easementsor restrictions of.remrd; that all measurements shown, and allegations made are accurate; that I have read and agreeto abide by all conditions printed on this ..application and that I assume full responsibility for compliance with-the Wheat Ridge Building Code (I:B.C) and a11 other applicable'w4at Ridge Oxdi:nances, for workunder this permit. Plans subject to field inspection Sig e" c tractor/owner date 1. This permit was issued in accordance with che provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Aidge, Colorado or any other applicable ordinances of the City.. . . . 2.This permit shall eupire 180 days from the issue date. Aeguests for an extension must be received priorto expiration date. An extension may be granted at the discretion of the Building Of£icial. . 3. If this permit expires, a new permit may be acquired for a fee ofone-half the amount normally required, provided no. changes have been or will be made in the original plans and specifications and any suspension or abandonment has not . exceeded one .(i) year. If changes have been or if suspension or abandonment exceeds one (1) year,full fees shall be paid for a new permit. e. No work of any manner shall be done that will change the natural flow o£ watercausing a drainage problem. S. Contractor. shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive. written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permi[ for, nor . an approval of, any viola ' n of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review ' s ~ to field inspections. Signature oE Chief ild g OEEicial date INSPECTIONREQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division oate: 67l 01'D 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office:303-235-2855'Fax:303-235-2857 P/an#: ~o~oRpoo Inspection Line: 303-234-5933 Permif#: OgD,-Rrj Building Permit Application Property Address `7 -7 -7 36 4V e4(~~Q Property Owner (please print): &lr\ Phone: 3(~3 4 %0 "1 li~ I Mailing Address: (if different than property address) Address: &:So, 6~0A City State Zip: Q)P_,[\0fj- cj~) $Q22l Contractor: Contractor License 0a Q gr-70 Phone: 3O7<, HSCo dC<oO Sub Contractors Electrical City License Plumbing City License Mechanical City License Company: Company Company: ~ ~ ~ Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): /1\k1, Construction Value: DeSCription of work: - (as calculated per the Building aluation Data sheet) WcL.t, i. 5(~ 'LL- a.lj Ll~- . Pian Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject fl. ion. WNER) CONTRACTOR) or PERSONAL REPRE TATIVE of (OWNER) (CONTRATOR) CIRLCEONE ,(9 PRINT NAME: 'K`'`SSEM vq SIGNATURE: Date DEPARTMENT USE ONLY ZONINGCOMZonins[ o Reviewer: ~ Y PUBLIC WORKS COMMENTS: . Reviewer. . BUILOING DEPARTMENT COMMENTS: OCCUPANCY: _ Reviewer. . FIRE DEPARTMENT:: ❑ appfoVed W/ Comments ❑ disapproved ❑ no feVleW feqUifed Bldg Valuation: $ ILLUMINATED PAN CHANNEL LETTERS FRONT ELEVATION 9' 3-1/2" 32" 7' 1-1/2„ 5" DEEP CHANNEL LETTER 1" TRIMCAP W/ HEX MEAD SCREWS LED ACRYLIC FACE - IED SUPPLY WIRE - POWER PACK SUPPLY ALUNJNUM IETTER BACK RACEWAY - 1/2' FLE%IBIE CONDUIT W/ PRIMARY WIRING TO DISCONNECT SWIfCH OR DISCONNECT SWITCH TU BE AT END OF RACEWAY SELTION VIEW N.T.S LEGEND 1. ILLUMINATED PAN CHANNEL LETTERS & LOGO BOX CONSTRUCTED FROM ALUMINUM W/ 5" DEEP RETURNS PAINTED BLACK. 2. 1/8" RED #2793 ACRYLIC FACES ON PERFECTA COPY. 3/16" WHITE #7328 ACRYLIC FACE ON LOGO BOX W/ RED #230-33 VINYL APPLIED 1ST SURFACE. ALL FACES W/ 1" BLACK TRIM CAPS. 3. INTERNALLY ILLUMINATED W/ RED LED IN PERFECTA LETTERS & WNITE LED IN LOGO BOX. 4. PS-3 POWER PACK REQUIRED. 5. SIGN MOUNTED TO ONE 16" TALL RACEWAY. RACEWAY PAINTED TO MATCH FASCIA. 6. SIGN BUILT AND INSTALLED TO U.L. SPECS. 18" T ~ "mE: ~ t i f b i b Customer. PERFECTA SALON & SPA Sales Rep: BRIAN Aev. 7 05/09/08 Job No.: - This is an original shop drawing creafed by URBAN FABRICATION. If is submitted for on r ca ur an a O Sign Display Address: 7777W. 38TH AYE. UNIT 110 Drawn By: KC Rev. 2 06/10/08 scele: 1"°1' ti, our ersonal use in connecfion wiTh a ro ect bein lanned for ou b URBAN Y P P 1 9 P Y Y FABRICATION. It is not to be shown to anyone outside your organizafion, nor is 3855 MARIPOSA STREET, DENVER, CO 80211 WHEAT RIDGE CO Specs: Rev. 3 06/20/08 Date: 06/04/08 ` ; i+ ia be reproduced without fhe express wriften approval of URBAN FABRICATION. PH: 303.399.3373 F A X: 303 399 3383 Customer Approval Date: Rev. 4 Drawing ~ ~ ~z~ . . ; City of Wheat Ridge Commercial Sign PERMIT - 080770 PERMIT NO: 080770 ISSUED: 07/09/2008 JOB ADDRESS: 7777 38TH AV EXPIRES: 01/05/2009 DESCRIPTION: Raceway mounted electric sign. CONTACTS . owner 303/306-1000 Wilmore Ctr Exempla - gc 303/464-0644 John Dobie 02-1494 Broomfield Sign Co., Inc. PARCEL INFO ZONE CODE: PCD USE: C-1 SUBDIVISION: UA BLOCK/LOT#: 0/ Conditions: - AT - OK PCD I hereby certi£y that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations o£ the City oE Wheat Ridge or cwenants, easements or restrictions of record; Lhat all measurements shown, and allegations made are accurate; that I have read and agree to abide by a11 conditions princed on this application and that I assume full responsibility for compliance with the Wheat aidge Building Code (I.B.C) and all other annlicabl4'WheaL~-iddA//Ehdi,&ces, for work under this pesiDit. P~ans subject to field inspection. 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Suilding Codes o£ Wheat Ridge, Colorado or any other applicable . ordinances of the City. 2. This permit shall eapire 180 days from the issue date. Reguests for an extension must be received prior to expiration date. An extension may be granted at the discretion o£ the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1).year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees sha11 be paid for a new permiL 4. NO work of any manner shall be done that will change the natural flow of water causing a drainage problem. - S. COntractor shall notify theHUilding Inspector twenty-£our (24) hours in advance forall inspections and shall receive written approval on inspection card before proceeding with successive phases o£ the job. . 6.. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pe[mit Eor, nor an approval of, any violat'on of the provisions of the building codes or any other ordinance, law, rule or regulation. Al1 plan review i~.~sv~e field inspections. Signature of Official tiaCe INSPECTION REQi REQUESTS MUST E T LINE:(303)234-5933 BUILDING OFFICE: (303)235-2855 MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWINGBUSINESS DAY 08-o~.g5 oE WHEAl ~ "~o City of Wheat Ridge Building Permit Numbec ~ m Community Development Department Date: c~~ORP~~ MINOR BUILDING PERMITAPPLICATION Property Owner: I,J i f~\02 e~~- 2 XEM~ Property Address: 777!7 Wesf 3gt`` k4✓e- S Conlractor License No.: Company: ~2oo~n-~i S• ~ b. ~B'w~p SIGNATURE OF UNDERSTANDING AND AGREEMENT ~ ng, Phone: 303 - 30 jOOO 4J! IIy : t /h e , Phone:3D3-~/6 ~/-d(o V</ Buildinq Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of Value:$ f035-4 .5-5 Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree lo abide by all POririlt F00:$ conditions printed on this application and that I assume full responsibility for 1 Pidri ReV10W FCO:$ 1~5•~T' compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. r/ S USe T2X:@ TOt~: (OWNER)(CONTRACTOR):SIGNED 'V DATE .p . (OWNER)(CONTRACTOR):PRWTED e- DATE 6 DO _ Use of Space (description): S i Description of work: ~F(!~2wiq~ Sq. Ft. added ONING COMMENTS: 0 k- BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: I Approval:/4r ' Zoning: fG S gn Servi ces ~ ~7 suiLowc CoMrneNrs: Broomfield Sign Co., Inc. I, npproval: 6970 W. 116th Ave., C' Broomfield, CO 80020 PUBLIC WORKS COMMENTS: npproval: Phone (303) 464-0644 John Dobie Fax (303) 4640608 IRE DEPARTMENT COMMENTS: )OhnCdIJf00f1lfIBICISIgItS.C001 Web wwwbscsigns.com Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: ~ Jg10 Plumbing License No: Mechanical License No: Company: ~166C ompany: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with lhe provisions set forth in your application and is subjed to the laws of the State of Colorado and lo the 2oning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixiy (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provision "s of ihe building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Building Official Wall Siqn Calculation Sheet You must complete this sheet and include it in the submittal package for any new wail signs. You wili also need to create a site plan and a detail sheet of the signage. Project Address: 7777 !.@) 3$' i+ue SteA//k Contractor: cA-L C/' You are ailowed 1 squar~ foot of signage for every 1 linear f~t of wall to which you are attaching a sign. ✓ Ail wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wail 1-S-~~y feet Waii 2- feet Wall 3- feet Step 2: The length of the wall is the ailowable square footage for the wall sign. Wall 1 allowable signage- Wall 2 allowable signage- Wall 3 allowabie signage- Site Plan square feet squarefeet square feet ~F&- IAI'OC*D WHEATR~~ City of Wheat Ridge Building Permit Submittal List cOtORP~O The following items are required for the minor building permit submittal for the property located at 777-7 UI 3B~}i ue g lltf . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: PLANS: 0 One (1) site plan Contents of plans detailed in the minor permits handout ~ One (1) Elevations/details page DOCUMENTATION: One (1) completed building permit application ❑ One (1) property deed NI k R One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 291h Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspectionline-303.234.5933 www.ci.wheatridpe.co.us q m m ~ ~ m o o Y x~ 8 m o t o momN ~m~ 0 a O ~6 : N ~ wm ouE s" s3 ~ ~ J 3n om a ~ x ` am m 3 p$ O. Q o .w go~s m o ~ d~ q ~d? , a W~ d ~Ii Jj ( c U E W N ~3~5 E m E : cm ~ C e ~ iiorn o o g5~ ~vE w w ~ 2o ^~m,. m"'aM . = rU .J C ~n J I~ ~ca ~o m U - § 8 Op ~ o- M , ,oi-A e~ O O A ~ W i : g a a' I ~ I £ C Co W LO Q 11 ~ i C ~ } V J 1 ; yill • ~ !p m z 0 -p Q ~ w ; Jl C o a a cl .I ~ N ' l q ~ W II M LO 1: a) ~ ~ > 11 cu C dp ~ i N f~ ~ I X LL (N N ~ U) <; w~ U U s' Ili~ ~ ~^y Y ~ ou C,\ - ~9 ~ V ~ ~ - ~ (/1lA-0 5 fiv0 (L-~n4 ~ 00 M E ~ S A-7- 4V A-\J i ~ P 64,'\1 Phone # Fax # 303-464-0644 303-464-0608 Date Estimate No. Web Site www.bscsigns.com 5/5/2008 2008-180 ro osa/ Name / Address Exempla Family Practice Susan Donahue 7777 West 38th Ave Wheat Ridge, CO 80033 Project Exempla Family Practice Susan Donahue 7777 West 38th Ave Wheat Ridge, CO 80033 Customer Contact Production Time Rep Permit Required Susan Donahue 4-5 weeks JWD Wheat Ridge Description Qty Cost Total Design & Layout including surveys and art preparation for presentation to owners, 1 250.00 250.00 Landlord and City for permit Apply to obtain Permit from City and County Authorities. Minimum Charge. 250.00 250.00 Pan Channel - Serif LED 1 7,995.00 7,995.OOT Raceway mounted electric sign as shown in drawing One 042108 (hvo raceways) Install (bucket truck) 2 men Heavy Equipment 6 150.00 900.00 Including taking down old sign Any wall damage and painting to be done by Landlord or quoted separately. Final electrical hook up preformed by a licensed electrician. Billed at $150 per sign if 2 150.00 300.00 power is within 5ft of the sign. Cost for sign permits (recovered at cost) 0.00 0.00 Listing and labeling by Undenvriters Laboratory . 0.00 0.00 Warranty: 0.00 0.00 Broomfield Sign Company warrants signs for one (1) year. Includes travel, parts and labor. Thank you for the opportunity to quote! SUbtOtal $9,695.00 Terms: 50% Dow/t Ba/aPtCe @dH /tPS$`a?// ~ Sales Tax ($.2$%) $659.59 By my signature below, I authorize work to 6egin and agree to pay a6ove amount in full according to the terms of this agreement. Total $10,354.59 Signature Date: oF WHEqT City of Wheat Ridge Commercial Sign PERMIT - 071033 C~~ORP~0 PERMIT NO: 071033 ISSUED: 09/21/2007 JOB ADDRESS: 7777 38th EXPIRES: 03/19/2008 DESCRIPTION: replace existing sign w/ smaller 73.5 sq. sign. CONTACTS owner 303/306-1000 Western Centers gc 303/972-3016 Chriss Rusch ,01-9018 Rusch Signs & Graphics **PARCEL INFO ZONE CODE: PCD USE: B SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,688.00 FEES Permit Fee 162.90 Total Valuation •00 Use Tax 102.38 TOTAL 265.28 Com;nents : MR: PCD 9/21/07 BW ELECTRICAL NNST MEET 2005 NEC SUBJECT TO FIELD INSPECTION i hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinanre , rules or regulaCions of the City of Wheat Ridge or cwenants, easements or restrictions of record; that all measure nt shown, and allegation made are accurate; that I have read and agree to abide by all conditions printed on this applic io and that I assume full esponsibility £or compliance with the Wheat Ridge Building Code (I.B.C) and all other appl' e Wheat Ridg rdi es, f k under this pesmit. Plans subject to field inspection. ~ SignaCUre of ontractor/owner date - • 1. This pexmit was issued in accordance with the prwisions seC forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances cf the City. 2. This permit shall expire 180 days from the iesue date. Requests for an extension must be received prior to expiration daee. An extension may be 9ranted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or iE suspension or abandonment exceeds one (1) year, £ull fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural fl.ow of watex causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-Eour (24) hours in advance for all inspections and shall receive written approval on inspection card 5efore proceeding with successive phases of Che job. 6. The issuance of a permit or the apprcval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any oCher ordinance, law, rule or regulation. All plan review is subject to ;eld inspections. ~ Signature of ChiefEuild' g icial date . INSPECTION REQUE~T LINE: (303)234-5933 BUILDING OFFiCE: (303)235-2855 REQUESTS MUST BEMADE BY 3PM ANY BUSINESS DAY FOR INSPECTICN THE FOLLOWING BUSINESS DAY. I q3 a City of Wheaf Ridge Buldng Pertnit Numbe' r. Community Development Department Dafe: ~OR . . BC6"LV18P- d PPPr°ILEiTlON PIpPPdvQt'VIIPd: /~c97m E/b' 7G~tj~" rrormtynaarm: 7272 G✓• 38-r-" q • rnone:3,,2-30GJ contractnrLicanseNo_: /9 oi s compamf: S)C)3JS rhone: 2,~ a-97z-367( owwEWcoNr croa siGMnmE oF shown.an condiUons fhat flie seBhack AMMEMeff I Bui/dinaDentValuaSonFigure: $ ssed by ffi's pemu't apprmation are s, rules or regula6ons ofthe Gly of ons of recrord; that a0measuiemenls have read and agree tn abide by aIl d I assume fuR resoonsibSN for Permit Fee:$ Plan Review Fee:$ Use Tax $ TOtat:$ (ovvc+a+HCOnrancronysicW-u " •Z✓"`.- ort7E (owr+et)(coNrnacroa)rwWso 0d14. crIMjb Dnte 9'lz-07 Use of Spaa P Description of work: C,// 9`P ,T N6l*!tTN.fee7lN fi°„~6 r 2c ~ ~n~7;ur,~no:J Grj i 3.1 m~3 6"x 2l, fEbsu p,y>~s>cn~ T~l~rc~9% Sq. Ft added Ac'tfi"1'E.~j Y-Rorn &xxrlInjG - .inwmrrvlb: ~ APPmvaL•_. Zoning: conu,ears: G ,v APProvai: WaHs Roof: Stories: Residen6al Units: Electricai License No: Ptumbing License No: Mechanicai License No: Company. Company Company: Ecpira6on Dafe: Expiration Dafe: Expira6on Date: Approval: Approval: Approval_ (1) This pertnitwas issued in accordance with the provisions setforth in yavr application and is subjedio the laws of the State of Colorado and W ihe Zoning Regulations and Building Codes of VJheat Ridge, Cokrado or any other appliqble ordinances of tfie Cdy. (2) This pertnd shail expire if (A) the work auEfior¢ed is nnE commenced within sW (60) days from issue date or (B) fhe bulding author'¢ed is suspended or abandoned for a period of 180 days. (3) Ifthispertnitexpires,anewpermitmay6eacquiredfinrafeeofone-halffhearnountnormailyrequired,providednochanges have been orwiit be made in the originat pians and specifications.and anrysuspension orabandonment has not exceeded 6ne (])year lfchangeshavebeenorifsuspensionorabandonment exceedsone(1)year,fullfeesshallbepaidforanewpermit (4) tdo xrork of any manner shali 6e done that w711 change tha natural Row of water pusing a drainage problem. Contrador shati notify the Building Inspector fiveniy-fiur (24) hours in advance for all inspecfions and shali receive written appmval on inspecfion card befire proceed'mg with successive phases of thejob. (6) The issuance of a pertnB or the approval ofdrawmgs and specifications shall not beconsWed to he a perml for, nor an approval ot, anyviolatinn ofthe provisions ofthe building mdes orarry oiherordinance, taw, mle oriegulation. Atf pla,n review is subjectfo field inspections. rowcs con+xEvrs: Approval: APProvat i/AU Rd'r/AQ)G~~)~i7J Wa({ Sign Caiculation Sheet Projec# Address: You must compiete this sheet and include it in the submiftal package for any new walt signs. You will also need to create a site plan and a detail sheet of the signage. ~7-77 ~-J Contractor You are ailowed 1 square foo# of signage for every 1 linear foat of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the lengfh of the wall{s} where you are attach{ng the sign: Wal! 1- /00i feet Wall 2- feet VVa(I 3- feet S4ep 2: The length of the wall is the aflowable square footage for the wa!l sign. Wail 1 aNowable signage- Wa112 allowable signage- Wali 3 aliowable signage- loo square ieet square feet square feet Site Plan LIJ ~ ~ Ll ~ ~vLq ~^JUJSOf 6° ~ ~~c-✓ Rt~i..d(b~G'^t~ -f'6~j 0 ~ Q C'~> ~ ~ ~ ~ P ~ ~ ~ W~ ~e ° _ _ e~es ~ _ ,=3 ~ -s..~a - = i~• . . e _ . ~ - . ~ ~ ~ A C z z .:e ~ ~ ~ :a, v S ' . Ld9;:Gac:i=c, Uu -YPE 3IL tc1: Si3NI mV.PEvESCRfPTsO§'1 , aily~ ~ ~ ~®R_~~~~ ~ a h P (y }f z, W o. v . ~ • - : .,W a s a¢ . ~ e r , u~ . 1A.='is's.fYFi=.eias?Y? g+-:` W88l:€`iSLul'=.:s 0ii U 58F rEC:uve 1 :F.`9i s'jP;us d 12i1.Y ~~:es::i,i'`~. ~e"~„--'<"~% ~ 3rs y~.8;[Ftrs; E. i.i."2; 3 ~ T- L"'~~ L. B'i~4v 1l~ (~F ne~i"e'~a~° ,r, c~ €~~t-~-~~ i~'eva face lii iili!nlitiated lhannef ieftzra. iei€ers and logota tE?ue =iunii.un rehir ns and 5acks paiited klaek. races fR be p!exivilm hlaek irim caD. [ c ~ ~ . : r.. . 'r t = ~ ~ ~ C Sn^eiE A'I ' 8 iGIEd dIS.Oim@Cf 54+.~ItCF rnoiOirgvaries , C plman' "IeMrical sourw D mbrifing plate !2"x u2fI5ICdri1Cl: F ~^{.p4p;;alumimansreiurn i G "'trimcaF 1 ~ H I :;ltb° fhick pfex iaCB i ! glass tmusie0 +,t roon, K ; Oass Wbes*PiJrt L 1 si-p hnies Sit° ID 4: 40570 3y'a[I(JPi: .:lAf?4G'sdWgGivO . . . V€ . Ar,drass 7 7 r S8xh ~"ve r~ c~4a3570 S 3,~. ~ ~ Building Permit Permit Number 19223 CTI'Y OF WHEAT RIDGE y~~. 9/19/2005 7500 West 29TH Avenue Wheauidge, CO 80033 - ~ i# InSpeCtiOn Line 303-235-2855 GtyaE9Mzat ~dge . ~ 303-234-5933 Commercial Plumbing ,a4 A_iot, PROPERTY 7777 38th Av UIIIt: A-12OA OWNER: WeSteril CeriterS, IriC Descripflon Size and test gas pipe Units: Occupancy: Walls: Roof: Stories: - Sq Feet: 0 I hereby cerpty flha[ tM1e ulback d'ufnncu propoud hy tLis permi[ appllcaHOn are aeeureh, autl do uot viobfe appiiaable ordineneea, mlw or regNarians offhe Clty of Wheat Ridge or mvenauts, evsements ar restrictions ofrecord; [ha[ all mwsurements shown, and a0egatious made are accuntr, tha[ I have read and egree to abide by ell condtUOU+prinred on thu applioa[ion, and thet I essume fWl rapomIbWty (orcampliance with [he Whw[ Ridge Huilding Code ((..B.C.) ared dl other applicable WheatRidgeordinences,forworkwder[M1ispcrmit SI~m DATE 1 This permit was Issuetl 1v accardence with tM1e provulons set farlF in your appllceNOV and is sobjecl to Ne lews of the State of Colondo antl to the ZaNng Regulatloos and Builtling Cotle of Wheaf Ridgq Colondo or any oNer sppliea6k ortlinancu o( Ne Ciry. i Every permi[ tssued shell become invalid unlws Ihe work on the sih au[horized by meM1 permi[ is covunenced wi[hin 180 dnys afmr i6 Lasuance, ar Jthe work auNorized an the site by svah permf[ is suspended or abantlonetl fvr e puiad of 180 days afrer the fime ofwork tv rommenceA. 3 II[his pumi[ expires, v new permit may be acqufred tor a fee of onn6elf the amount normally requ4ed, pmrided no chvnges have been or wW be made in [he origiulplansandsyeeificationsandanysuspen onorabandomven[M1asm[exceededane(1)year.Ifchvvgeearemadeoritsuspeusianorabantlovmen[ excee3 one (1) yeaq full fees shnll be paid for a new permit. 0 Noworkofanymvmershall6etlanetM1a[wlllchangethenahral0owofwamrcausingatlrvvageprohlem. 5 ContraclorshullmtlfyNeBuildingluspeclortwenty-tour(26)hoursinndvaveeforalllnspecttonsandsFallreceivewrittenappmvdoninapceHOnanrdbe(ore pmceediog with successive phues o([hejab. 6 Thelsrvvnceafapermi[ortM1eapprovalotdrawingsautlapecificaEOroshallvot heconstrvetl[obeapermit(or.noranapprwnlof,anyviolntlonofthe prorisions of [he 6ullding codw or any ofher ordlnance, Iaw, mle or regulstian. Chl¢BWWinglnspeclor - SIGNEDDATE Friday, January 20, 2006 Page 1 of 1 BULldiTig PeTi111t permitN19661 CTTY OF WHEAT RIDGE ~~1/ll/2006 7500 West29TH Avenue Wheatridge, co aoosa ` Inspecfion Line 303-235-2855 303•234-5933 Miscellaneous PROPERTY 38th av Unit: OWNER: W1ITYIOOTB C0riY0I . Description Remove and replace 5,000 sq feet of parldng lot at 7777 w. 38th FEES Fees Due Paid Use Tax $414.00 $414.00 Permit Fee $472.30 $472.30 Total Fees $886.30 $886.30 CONTRACTORS Name License # Phone Brown Brothers As halt and Co 22476 303 762-1008 a-75•°o ~b~• 3D Units: Occupaucy: Walls: Roof: Stories: Sq Feet: o I hereby certify that the se[haek tlistaocu proposed by FlMs permit appllcetiov are accurate, md do m[ viole[e appVcable oNinences, ruln or regulatlo¢v of Ne City ot Wheet Ridge or covenanb, eesemeuts or resMe[ions otrecord; Ma[ all mwuremen6 ahawn, and ellegvNOna made arc aaunte; [hat I bnve read and agree to ablde by dl condiriow printed on 01s aPPUntion, and [hat I axvume (WI reaponsibiiity far compliance wIN the Whu[ Ridge BWiding Code (L.H.C.) end a0 other appllcable Wh¢atlUdg_ordineneea,forworkuoderehkpermie . ' 1 Tltispemii[wasLVSUedinvccordancewithNeprovivionsse[forthinyaurapp6cetlonvndissvbjecHONelnxrso(theStaleotColondoantltoOeZaNng Ree Aerions antl BuildNg Code of Wheat Ridge, Calando or any o0er applicable ortltuances of Ne Ciry. 2 Every permit issved ahall bemme inva4d unleas Ne work on the sih suNOrized by soch permit Is covunmcetl wiNtn 180 days aRer its Lssoanre, or ift6e work authoraM on the sih by sucM1 permft b suspended or abendon¢d tar a periotl of 180 tlnya aRer the time ofwork ts mmmeviced. 3 IItlus perm(t ezptres, a new permi[ may 6e acqulred (or a fee of one-hvV the amount normnlly requ'vetl, provided no chengw hvve been or w10 be made io fhe . orlgimlphnsandspceNCatlonsaodauysuapemiooorabandomnen[hasoocuceededove(I)yenr.lfchanguaremvdeorifsmpemlonorabandonmeot ureeds ooe (I) year, full fees shall be paid for a new permit. 4 IQOworkofvnymaonersM1a116eaon¢thvtwJlchangeNenetwdtlowofwahr cvusingatlrainagepmblw. 5 ContracrorsM1alluotifytheBoildingluspecmrtwenty-four(2J)haursinadvancefarallinspectiars andshallrettivewtlttenapprovalooinspmfiovcardbefare pmceeding with sucasslv¢ phues of the job. 6 Thetxsumwofvpermitor[heapp lo(drawings aetionssM1allmtheconsWedtobeapermitfor,noranapprovalof,anyriolattanofthe . provtsions of[M1e bu0d!5%Sa+S%8l~%tM1eror rvle or regulntion. ` O 11,2006 . Page 1 of 1 Building Permit CTTY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 ` 303-235-2855 CiyotvM~uK.d~e ~ Miscellaneous Permit Number 19661 1/11/2006 Inspection Line 303-Z34-5933 PROPERTY 7777 38th av Unit: ow1vER: Wilmoore Center Descriprion Remove and replace 5,000 sq feet of parldng lot at 7777 w. 38th. Authorized By Building Approval Authorized On Zoning 1/11/2006 Approved By c.root Wednesday, January 11, 2006 Page 1 of 1 COMMUNITY DEVELOPMENT DEPARTMEN'i' Building Permit Number: oFWH~T,p BUILDINGINSPECTIONLINE-303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE . WHEAT RIDGE, CO 80033 - (303-235•2855) ~coan ° .F~PPMCATION ' . • Property Owner: PxopertyAddress:7"777 W.3& L 4LI-C Phone: Contractox License No.: Company: g ~L ~N Phone: OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~ Buildina Dept. Valuation Figure.. $ I hereby certiiy that the setback distances proposed by thfs permit'application are accurete, and do not violate applicable ordtnances, rules or regulatlons of the City of Whest Rldge or covenants, easements or restrictions of record; that all measurements shown, and allega8ons made are accurate; that I have read and agree to ablde byall condftions printed on this appllcaUon and that I assume full responsibility for compliance with the Wheat Rldge Buildin9 Code (I.B.C) and all other applicable VJheat Rfdge Ordlnances, forviork under this permit. Plans su6ject to field inspection. , (OWNER)(CONTRACTOFi):SIGNEDZ!~L- ~ATE O (OWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): Description of work: ~Lea~e~ ~ Re lGCe 7~~7 w. 3V1,4(,e_ ~ Sq. Ft added BUMDING DE: FONING COMMENTS: Approval: Ton(ng: : COMMENiS: Approval: WORKS COMMENTS: Approyal: DEPARTMENTCOMMENTS: Approval: Walls: Roof: v31ll0: $ Pertnit Fee:$ Plan Review Fee:$ se T~: TOt21:$ 5000 RTMENT USE ONLY SIC: Sa.Ft.: Stories: Residentfal Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Ecpiration Date: Ecpiration Date: Expiration Date; ppproval: Approval: • Approval: (1) Thispetmitwasissuedlnaccordancewith theprovisionssetforthinyourapplicatlonandissubjecttothelawsoftheStateof ColoradoandMtheZoningRegulationsandButldingCodesofWheatRidge,Coloradoorenyotherapplicableordinancesof the Cily. .(2) This permit shall expire if (A) thework authorized Is not commenced within slxty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) Ifthispermitexpires,anewpermitmaybeacquiredforafeaofone-halftheamountnortnatlyrequired,providednochanges havebeenorwillbemadeintheoriginaiplansandspeciBcaHonsandanysuspensionorzbandonmenthasnotexceededons (1)-year. If changes have been or If suspension or abandonment exceeds one (1) year, full fees shall be paid ior a new pertnit (4) No work of any manner shall be done thatwill change tha naturai flow ofwater causing a drainage problem. (5) Contractor shati notiry the Bullding Inspector twentyfour (24) hours In advance for all Inspectlons and shall receive vrtitten approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a parmit or the approval of drawings and speclfications shatl not be consWed to be a permit for, nor an approvai of, anyvlolaflon ofthe prov[slons of the building codes or any other ordinance, law, rule or regulation. AII plan revlew 1s subJect to fleld inspectlons. L l.Lildillg 1 V l llil L . . Permit Number l74Ol . . CTTY OF WHEAT RIDGE ~ 11/10/2005 7500 West 29TH Avenue Wheauidge, CO 80033 - ` lnspecfion Line 303-235-2855 ')!"~~d~? ~ 303-234-5933 Commercial Electric ~ PROPERTY 7777 38th AV Unlt: A-120A owtvER: Western Centers (303) 306-1000 . . . Description . . . . . . . . . . . Elecirical only. Activate exisring meter for new space. f ~ r v Units: Occupancy: ~ Walls: ~ RooE ' Stories: Sq Feet: o Iherebycerti a thesetLackd'umuresproposedbytFispermi[appliraHOnareaccuratqauddono[violateapplinbleordunances,rvlaorregWetionsoftheCity o( . . Whu[Ridorc evants,eaaemenfaor resfrlctloavofmrord;Natalimeasorcmenbshowu,andall¢gvtlars, madeareaccunte;tFa[Ihevenadandagrcetoahidebyell condltf p' ted an tbu applyatioq md tha[ i auume fWl responsTitity tar comp4ance wtN Ne What Ridge Building Code (I..B.C.) autl a0 oNer applicable .Whee[ ' g cu,forwat& odertM1i . . . . ~IO E~t)(CO OR) . . . . . . `S[GNmDATE TLis permft was Lssued in accordeoce with the provufaw set forth in your appllentlon and is subject m the laws ofthe Smte ofColorado nnd to tM1e Zaning RegWetiam avd Boilding Code of Whu[ Ritlge, Colondo or any oNa applirahle ordinancer of Ihe Ciry.... ] Every permt[ issoed sM1all buome inva6d unleu Ne xnrk on the sih su0arized by sucM1 permit k commenced w1eNu 180 deys aRer ita issvantt, or itthe work . authorized on [he sth by such penoit ts suspmded or abaotlonM Gr v period of 180 Jeys aflw fM1e ffine of work is commenced. 3 -..LlfWSpermitery'ves,suewpermitmrybeacqnhnedfarafeeofovehdittieamountnormaltyrequired;proridednocM1eugevtievebeenorwNAemadeiuth¢. origiual plans and spedficvtious end sny suspw'iov orabaudonment hu not ezcatled ove (I) year.IfcLangu are mnde or ifsospmton or abandovment . . -eaeeedsane(1)Ywyfull(eessha116ePOidforanewPe+s^i4 . . . . . . 4 NoworkafauymannashallbedoueNa[wfOChoogethenatunillowo(wattroausingadrainageproblem. . 5ContraROrshailnoEyNe8ulltlingLupectorlwenty-(ow(24)hoursinvdvanceforvitluspeetiom avdshellreceivewtltteoppprovaloviosprerioncerdbefare.. . proreedingwitM1SUhasivephssuoft6elob. 6 Theiavanceofa itarthea aaal~ ' gsandspeciGeationssM1ellnotbeeona[medmbeapcrmitfoy noranapprovnlof,eoyviolatlonatfhe . . . provuion ding or aoy other ord(na law, rvle or regulvtiov. . C. eBuildin6 ector ~ . . . . SIGNED DATE Thursday, Novemtier 10, 2005 . : . . . . . Page 1 of 1 . . ' oE WH~T COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE U m 7500 WEST 29TH AVENUE WHEAT RtDGE, CO 80033 - (303-235•2855) ~~GORAD~ . . l1F'Ps`I4811'lON ProperryOwner: /^/E.9r'.t2/1l- (f7 C Nj'",Pit S' ProperryAddress: 7 7 -7 , A/ Phone:30'3 - 3p(o d B 8 Conlractor License No.: ~'Xee ;P~, t GA 1 $;e 7-• '0 'el Company: G'm Ai y/.E PC//ti 4/~ ~ Phone: 30 ~ f ~CGai"2/G 8 - S"), O OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildina Deot Valuafion Figure: $ Z~,r~ • I hereby certify that the set6ack distances proposed by ihis permit appticatlon are accurete, and do notviolate applicable ordinances, rules or regulations of the City of WheatRidgeorcovenants,easementsorresfictionsofrecord;thatalimeasurements v3~Ue:$~~5P ' shown, and allegations made are aecurate; that I have read and agree to abide by all Permit Fee:$ conditions printed on this applicallon and that I assume fu11 responsibility for compiiancewith the Wheat Rldge Building Code (I.B.C) and all otherapplicable Wheat Plan Review Fee:$ Ridga Ordinances, for work und is pertnit Plans subject to Beld inspection. -~IG ~hl ~S~ se Tas: (OWNE ONTRACTO , DATE (OWNER)(CONTRACTOR):PRINTED pAT Use of Space (description): Description of work: rn/ e,4 L 0 ~ y,1 Vp7-,cF Sq. Ft. added , . . ONING COMMENTS: BUII,DING DEPARTMENT USE ONLY SIC: Sq.Ft.: Approval: . Zoning: BUILDING COMMENTS: Approval: ' . PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: . . ioccupancy: Walis: Roof: Stories: Residential Units: Electrical License No: 1'9tf6f Plumbing License No: Mechanical License No: Company: Lra,u h,~?~~ y~. Company: Company: Expiration Date: 212-9-107 Expiration Date: Approval: Approval: ExPiration Date: Approval• (1) ~ This permit was issued in accordance with the provisions set forth in your application and is subjectto the laws of the Shate of Coloredo and to the Zoning Regulations and Build(ng Codes of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired fora fee of one-halfthe amount normaily required, provided no changes have been or will be made in the 6riginal p!ans and specifica!lons and any eusper.sion-or abandonment hze no: ezcesded one (1) year. If changes have been or if suspension or abaodonment exceeds one (1) year, full fees shali ne paid ior a new pertnit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drefnage problem. . (5) Contractor shall notify fhe Building Inspector riventy-four (24) hours in advance for a11 inspectlons and shall receive vmtten approval on inspection qrd before proceeding with successive phases of the jo6. (6) The issuance of a permit or the approval of drewings and specifications shall not be construed to be a permit for, nor an approval of, anyviolatlon ofthe provisions of the building codes oranyother ordinance, law, rule orregulation, AII plan review.. is subject to fleld Inspeetions. Chief Building Officiai COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 7777 ?g fhAL/Z 4A/Z4) ~i✓r9i .~G{J,c~B~n//A > > 1AU.c/CbP,i ~Pnrr.ri ~Si.v/1 !5 LL~J1~iit/6 0 p 77Z4o_ When corrections have been made, call for re-inspection at 303-234-5933. ~ Date: aY2Lg' .FJ Inspector Permit Number : . Building Permit ; 19010 CTTY OF WHEAT RIDGE ~~7/22/2005 . . . 7500 West 29TH Avenue wheatiiage, co 80033 Inspection 1 ine . 303-235-2855 . citywvmeac[2tage . 303-234-5933 . Commercial Sign , pxorExTY 7777 38th Av Unit: owNEx: Western Center (303) 668-0484 . . Description . . . . . . . . . . . . . Faliricate one pan channel set of letters and one cabinet to be mounted on raceway and TiLtalledd on building. "Q FEES , Fees Due ' Paid < ' Permit Fee $108.30 $108.30 Total fees $108.30 $108.30 ~CONTRACTORS RMD SIGNS / FRONT RANGE 21568 303 573-5500 ITV .I-.~~ ~ ~-3~ : Units: Occupancy:.. Walls: RooE Stories: Sq Feet: - 0 . . iphaon ovenavts borresmn s frecoN;t~ t easurem 6 Fawn,andallg b nsmadeareaccuea[e;[M1atlhavereatlantlagree[oabideby ail covtlipons pn hd oo tM1 s apB o~ nd ha[ I auum .vbiliry for compLenoe with the WLee[ Itidge Bu Iding Code (U.B.C.) vvd vll oMer nppl(nble Whea[ILdgco fm ~fM1' ~ ~ -7- 22 _ (OWNEH)(COHTRAC OR . ' . -SIGNEDDATE 1]Tis permi[ waa iuoed in aeeordance wi1F the provisions se[ fortM1 tn your app4ca[ian antl is subjec[ [o Ne lews of [tie S[ele ofColarado and to the ZoNng . 'RegWetlans and Hulitltng Code of Whee[ Ritlge; Calorvda or say othu vpplieahle ordinvvces of the Ciry. . . . 2 . TAispermifshallexpire if(A)thewarkaulhoruedismfmmmencetlwifFinsuty (60)daysfromissuedahor(B)the 6updivgauNOriudfssuspendedor abandoned fo2 a periotl of120 tleys. 3 -IftM1ispemi[apires,anewpermitmrybeacqpiretlforafceofonolialltheamoun[normallyrcqu'v¢tl,pruvidMnocM1straguhaveheenorwIDhemadeinthe . otlgi~ulpleusvvdapeciLcahansand'y uspensianar tientlonmen[has texceetledone(1)year.IYeFanguaremadeorifsuspemiovorabandovment - ucecdsme(I)year,fu0feusFSllbepaitlforanewp¢rmit' . 4D1a work oYany ma mr sha116e tlone tM1a[will change [M1e natural ilow otwa[er caosing a drainage problem. .5 .COn@acrorsM1allnotiy[heBuiltlinglnspeeforl.venty-four(JA)FOUrsinatlvanceforalYinspee[ionsantlsM1ellrectivewrittennpprovaloninspMioncvrdhefore ~ . ~ . ..proceedingwithsuccessivephssesofNejob. - 6. Th m e ofa permi[ or [he appmvel of drewtngs and syuJ'icarions shall mt be coushued m be a permit for, nar av approval of, any violetion of fFe . provulonsoff/M1ebul~~e~ aran o na mleorregule[ion ChietHW . pector,,o0`~ . . SI4TIEDDATE . Friday, July 22, 2005 . , . . Page 1 of ] Building Permit Permit Number 1 9010 CITY OF WHEAT RIDGE A 7/22/2005 ~ 7500 West 29TH venue . ~ ~ Wheatridge, CO 80033 ' ~ ItlSpQCfIOtl LItlB ~ . ~ ~ 303-235-2855 :c~ixaen~t,eursaye ~ 303-234-5933 : Commercial Sign ~.~PROPERTY 7777 3$th AV UIIIt: owNER: Westem Center ' (303) 668-0484 . . ~ . Descriptiou ~ ~ . ~ . ~ : . . ~ . . ~ ~ . . ~ Fabricate one pan channel set of letters and one cabinet to be mounted on raceway and installed on building. ~ . Authorized By ~.ZoningApproval ~ ~ . Zoning ~PCD . ~ . . ~ ~ . . ~ Authorized On 7/19/2005 . ~ Approved By JI-I ~ ~ . ~ Friday, Juty 22, 2005 ~ . ~ ~ ~ : Page 1 of 1 ~ . 5 COMMUNITY DEVELOPMENT DEPARTMENT Building Pertnit Number: ~f w"f'T y gU1LDiNG INSPECTiON UNE • 303-234-5933 Date: GTY OP WHEA7 R1DGE ~ 7500 WEST 29TH AVENUE WMfAT RIDGE, CO 80033 - (303-235-2855) APPLICATION rropenyowner:ce~y--aA- Prope*q' Address: 77 7 7 pw, .3 k r~,4 v A l/D Phone: 3 P 3'-(r G~^P 5`~ ~L Convactor License No.: a 15 (Dv i ca,npany: ft) I2 rn OWNERiCONTRACTOR SIGNATURE OF_UNDERSTANDIN6 AND AGREEMEN7 Pbonc:30 3- 57 3- SS (7c Cv 7,2e ^ F'3d-7~"r'/s 8uiidina Dept Valuation Figufe: ; ~Op I hereby ce*fify that the setback distances proposeC by this permit aDC~ication are accurete, and do not violate applipble adinances, rules a reguiations W the Ciry of W heat Ridge or oovenants, easements a restrictions of recorC; that aN measurements shown. and aHepations made are xw2le: thal I have rea0 arM ree lo abide by all condi66ns printed on ttiis aDPli~tion and that f aswme responsibiGry for compliancewithtt~eWheat RidgeBuildingCode(I.B.C)and appiicableWheat Ridge Ordinances, for work unCer thjgerm)i`~a~s sub~ eW inspec0on. IOWNERMGONTRAGTOR): (ownen)(coHrRAcroa) Value:$,~1W. ~ Permit Fee:$ 1 ()&3'C) m iTml'ZDitivICVT cC:.D Total:$ Use of Space (description): Description of work: . . Sq. Ft. addad ' -f BUII.DING DEPARTMENT USE OA'LY SIC: Sq.Ft.: AIENTS:JA 'I((9r0,)/ oval: . FCzzroning: PC D iG COMMENTS: APPruval: W OwcS CaMMEMS: Approval: DARTAEM CqMMFMS: qpproval: Wa11s: Roof: Stories: Residentiai Units: Electrical License No: Plumbing License No: Mechanical license No: Company. Company Company. Expiration Date: Expiration Date: Expiratlon Date: APProvat: APProval: Approvat: (1) 7tis pertnit was iuueA in accordance with the provisions set forfh in your apWication and is wbjed W Uie laws of me Sfate of CpWado and to Uhe Zplinp ReyuW6ons arW Buildirg Codes of Wheat Ritlpe, Cobrado w arry aher appliable ord"mances of the City. (2) This pemgt shall expire if (A) Cro work authora.ad is rwI oommenoad wilhin sixry (90) daya ham issue date a(8) Me building auUar¢ed is suaPentled a abandoned for a period of 7&1 days- (3) I( this Permit expibs. a new Dermit may be acWired for a fee of one-Tatf the amounl normally repuired, provided no changes have been dwip be rnede in the oripinal Gla^a and specifi[aDa15 arM ary wspension or abandonment has rwl exceeded one (1) Yew. H dwrpes Aaw baen a if suspension n aDandonmmt exceeds one (1) Year. fu0 fees shap De Gad fa a new permit (4) No worie of arry rtwnner shaY De done Vat wil charge ttro naNrat flow of waw owuiy a Crainape poDbm. (5) Cantracta sha8 rutilY tAe Bu➢6iq WsGector MertY'tour (24) haua in adrmm Tor aY impections and sha0 raceive written appipval on Ympection card beto/e ProceedinD vliUi mjcceswre phases of the joE. (8) The iasuanee o18 PeoT^K or tlie epproval of drawinDS and sped6pCOns shaY not Da conatrue0 b be a permit fa, na an appwal d, a^Y violation of Ue provisions of the bu~d'ug codee a airy otlher adinance, law. ruie a repuWdon. All Qlan review b sub)Kt to Mld bapectlons. Chief Building Offic+al HEqr9'o C1 ci m O~ Wheat Ra1'dge ORFax Transmittal 7500 West 29t' Avenue • Wheat Ridge, Colorado 80033 Planning: (303) 235-2846 Building: (303) 235-2855 Engineering: (303) 235-2861 FAX: (303) 235-2857 Web Site: www.ci.wheatrid9e.co.us DATE Jl ~ ~ Name: Organization: Fax: Phone: From: Division: Planning I;k Building ❑ Engineering ❑ Subject: -7 7 7 -7 AD• YV-"'Av4-- # of Pages: (Includinq cover paqe) `'~Z- Original to follow in the mail ❑ Yes ❑ No PLRNNING & PW Fax:3032352857 >1<4< Transmit Conf_Report 4<4< P.1 Jul 11 2005 10:05 Location Mode Start Time Page Result Note 97209327945 NORMRL 7l11,10:05 0'52" 2 * 0 K C1ty Q~ Wh@at R1dge c~ a~aRp ~ F~x Transillittal 7500 West 29' Avenue • Wheat Ridge, Colorado 80033 Planning: (303) 235-2$46 Building: (303) 235-2855 Englneering: (303)235-2861 FpX: (303) 235-2$57 Web Site: www.ci.wheatrid e.co.us DATE Name: C3rganlzation: Fax: Phone: Frbttl: Division: Subject: # of Pages: 7a -~J ~~s~ Planning ; Building ❑ Engineering ❑ -7 7 7 7 <J. lncludin cover a e ~ TYP SECTION THRU LTRS & RACEWAY SCNLE: NOTTOSCALE - FACEWNYWILLBEISXB'DEEP OPTION A IIII 1111= ~I 11. - ~IIII IIII~ I IIII ~III 1111= I IIII - 1111 ° IIII' ilil 1111= I IIII ° IIII IIII~~ -111! -1111= ° IIII = IIII `r IIII -1111- ~ IIII - IIII - ~~IIII? or SIGN TYPE: PAN-CABINET AND LOGO BOXES LETTERS: INDIVIDUAL PAN-CHANNEL LETTERS fABRICATED FROM ALUMINUM. REfURNS AND TRIM CAP TO BE WHITE. FACES TO BE BLACK/WHITE DAY/NIGHT PLEX. ILLUMINATION TO BE BY WHITE NEON. THE NEW BARBERING EXPERIENCE': 5" DEEP CHANNEL LEl7ER LOGO. 5" 2"x2"x3196 STEEL ~ r.;.; OVERLAV Wl ~ COLOR VINVL. J 15mm 6500 WHITE NEON IYP - ------....,_U.L.APPROUEDPORCELAIN ^ 'ELECTRICAL PFlSS THRU. I WEATHER PROOF DISCONNECTSWITCH@ I OUTSIDE OF CABINET ' I (@ LEF( END) ~ - TRIM CAPS ----_~DRAIN HOLES 4' OC .040 RETURNS PTD ANGLE WHITE (CONTINUOUS) PANEL NEON TUBE SUPPORT REMOVEABLE ACRVLIC, SERVICE ln'PI 920 VOLT TRANSFORMER MOUNTED TO CABWET BACK COPY TO BE TRANSLUCENT #230-131 METALLIC 60LD VINYL COPY APPLIED FIRST SURFACE TO WHITE PLEX FACE. p 601 B ant St. Denver CO 80204 ry Customer Approval: Date: Quantity: j 120e 277v. Creoted: 06/02/05 Rev. 1 06/21/05 ae, a " 2045 W. 8th Ave. Denver CO 80204 Phone 303-573-5500 Fax 720-932-7945 produced Ezclusively For. AMERICAN MALE Salespersare MIKE Amps: Circuits: Design Number: 5-112 Rev.1 06/22105 ftev. 5 SavedAS: AMERICAN CDR\ PLT Address: 777 7 VI/, SquareFOOtage: 12J5 Fon[: EBK. Designer: AAW I ftev.3 I Sca/e: 3/4"=1' . . RMD SIGNS AND CLIENT MUST REVIEW AND APPROVE ALL DRAWINGS PRIOR TO THE START OF PRODUCTION. THIS DESIGN IS THE PROPERTY OF RMD SIGNS, AND MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN PERMISSION. APPROVAL OF THIS DRAWING INDICATES THAT THE PRODUCT IS SATISFACTORY AND COMPLIES WITH THE INTENT OF PRIOR DESIGN CONCEPTS IN ALL RESPECTS. ALL PAINT FINISHES SHALL BE IN ACCORDANCE WITH INDUSTRY REQUIREMENTS AND PRARICES UNLESS SPECIFICALLY MODIFIED ON THIS DESIGN DRAWING. . Permit Number Building Permit 19223 CTTY OF WHEAT RIDGE i9/ 19/2005 . 7500 West 29TH Avenue "'~.Y~„}l, . . . . . . . . Wheahidge, CO 80033 lnspection Line . 303-235-2855 303-234-5933 Commercial Plumbing . ....PROPERTY. 7777 . . 38t$ AV . . . . . . UIIIt: . A-IOO . . . . bWNER: WeStOm CentErS, InC . . Descriptiou . . . . . . . . . . . . . Size and test gas pipe . . . . . . . . . . FEES Fees Due Paid Use Tax $10.80 $10.80 Permit Fee $34.52 ' $34.52 Total Fees $45.32 $45.32 CONTRACTORS ~ . . ~F J~:i. .-i•, . . . . . i' ~ 17=:W._,. Unitx . Occupancy: Walls: RoQf: . .'Stories: ~ SqFeete o IM1erebycerlitytha[these0ackdiv[anttsproposedbythispetwt appGraddnamattu2ah,andtlonotvfolvreAppiirnbleordmances,rvlnorregWatlow af[heCityof . . Wheet Ridge 6 mts, easemenabr ru[rictions ofrccord; [M1at ell meas uremen& showq and allegetians made are accun[r, tM1nt I have iead and agree ro abide by . allconditionsprintManthisapp4ca[(on,andtLe[IessumefWlresponsibility forcompliancewlfhth¢WtieatRidgeBuiltlingCode(O.B.CJandaliolherapp6cahle.. . WheatRidgeordinaucu,farwmkwder[M1isPermiG . . . . . . . . . . .:(OWNER)(CONTAACTOR) . . . . . . '.SIGIQEODATE . . .1, Ttiis permit wav issued in eccardeure wvh Ne provasfious set forlM1 in your apptication vntl 6 subJect ro the hws ofNe State ofColoratlo vvd m Ne Zon'wg . . Regulations antl Builtling Code of Wheat Rldge, Colanda or any oNer applicable ardinevices of ehe City. . . 2.. This permit shall ewire if (A) Ne work sufiioriud B mt covwenced wiNin suty (60) days Gom issue tlah or (H) ffie building authoriutl is suspmdMpr . abandonetl for a period of120 deys. . ' . . . 3. 1f[his permi[ uPi., a n<w permiCmay be acqWred far a fee of one-M1alf fLe einount normvlly requved, prorided ha changea have been oi wN Le made iv the . originalplan andspeeifica[ionsandanysuspensionorebevdovmeutlusno[exctttledon¢(1)yeerdfchangu remadeori(suspensionorabendovmeot . exceedsom(1)YeaqNilResshellLePeidfaranewpumic` . . . . . . . . 4 ttoworkotvnymvnnersAnllbedoueNetwJlchangethena[uraltlowofwatueausingatlramagepro6lem. 5 CovtracrorshellnatlfyffieBuildinglnspufartwenty-four(24)M1aursinadvanrefaFallinspeetionsantlsM1allrecefvewtlnenapprovaloninspationceMbetore . ProcecdingwithsuwarivePhasesattheJab. . . . . . . . . 6 Th yn ermit o approval o mgs avtl p J tions sha0 m[ 6e conslrued [o be a permit fa , oor an appmval of, auy violutlon of We u~ FEPiebu' ~wtl(es or any o~h ce, hw, rvle or regula[ion : . . 6' f~^ . . . . SAiefBWldingWpecmr . . . . . . SIGNE[IDATE . Monday, September 19,2005 . . . . . . . Page 1 of t . . . Sep 16 05 10:58a Drain Savers Inc ~f WN~T COMMUNITY DEVELOPMENT DEPARTMENT ~ ,p BUILDINGINSPEC770NLINE-303-234-5833 v m CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~'`°R"~~ APPLICA Property Owner: W„L5 h 17771M1 L" PropertyAddress: -7'(77 w 38 Ato- AA A. IOO Comractor License No.: 22,34`7 Company: pRA t N 53P1L) EP.S, IN C- OWNERICOPITRACTpR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 I 720-685-3291 Building Permit Number Date: Phone: 30 3- 30G mo0 Phone: 3 0,3' Z8~"04 2(c BuildinaDeat. Valuation Figure: $ I hereby certlfy that the selback distances proposed by ihis permi[ appllcaSon are aaurate, and do not vidate appGcable ord'eiances, nilea or regulatwis of the Clty of Value:$ Wheat Ridge w covenar~is, easemertls or restrktioris of record; that all measurements shoxm, and aBegatiuns made are accurate; fhst i have read and agree to abide by all Permit Fee:$ condtions prinded on this applicaSon and thaf I assume tuH resportsib~ty for comp6arme with ihe Wheat Ridge Buading Code (I.B.C) and all ofher appliceWe Wheat Ritlge Plan Review Fee:$ Ord'nances,forworkurnierttWspDermit,planssu6jecttofieldinspection. SET` _X1'p (6WNEFij TRACT GNED^-'" _ R,~---- DATE R ltl( rJ T61Q1.~V (wmEz)( cT w~'SV'aitG K-B rOWni!S oa'reR ll.(0 UseofSpace(descriptiort5m,pbn,"MeaK.OttR) Description of work: --I T , S ize 4 ~ `~PX- ' sy. Fc aaam BUII,DING BEPARTMENT USE ONLY GOMMENT3: /{OpfOVel: Zordng: 'COMMEMS: ~ ~ ~ /f fC D APProval: v LS t s zoo~ JORKS COMApENTS: APProval: DEPARTMENTCOMMEN73: Apprwal: Electrical License No: Plumbing License No: 17 9I6 W Mechanicai License No: Company: Company:54e4en R• UlgjI Company: Expiration Date: Expiration Qate: S I 2~o (o Expiration Date: Approval: Approval: cX)6-71( Approval: (1) This permit was issued in acemdance wilh ihe provisians set forth in your appGcation and is wbject to ihe laws af ihe State of Celorado and to the Zoning RegWations and Building Codes of Wheat Rldge, CWOtado or airy other appicabk ordmnoes oflhe City. (2) Tlds permit sfia0 expire if (A) the work authodzed is not commenced within sixty (90) days from issue dete or (B) ihe buldng aNhor¢ed is suspertdetl w abartdwned fw a period of 180 days. (3) If ihis permit expires, a new permi[ may be ecquired for a fee of ane-half ftttie amaunt normally required, provided no changes have 6een or wll be made in ihe origeial plam and specificatibns and anysusperrion or abanWOnmenthesnotcnrceeded one(1) year. If changes have been w if suspension oc ebandonment exceeds one (t) year, full fees shall be paid for a new permit. (4) No wak nf a'ry mannershaA be done tlmt vrll change ihe naWrel flow of water causing a drainage prohlem. (5) Contraetor shall rrotify the BWding fmpector hvertty-four (24) hours in advance for aIl inspections and shaY receive written approval an 6repection card 6efore proceecrirtg wtlh successNe phases af ifiejob. (6) . The'ssuanceofapermitortheappruvalofdrewingsendspea6cafiensshallrrotbeconsWedtabeapermitfw,nuranapprovai of, any vioFation nf the provisions ot}he building ootles or airy other wdinance, law, rule or regLAation. 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F ~ ~ m Q ` IN ~ O ~ ~ o n ~D T- f~D ~ C m a. O 1 --i l< 'a m 3 y ~ ~D ~ 0 ~ ~ i .D ~ ~ 3 y ~ (D ~ O 3 N ~ ~ 0 ~ ~ (D ~ CL m C 3 (D N U) cn 0 01 Q ,ri ~a O ~ ~ CL 0 ~ ~ ~ m ~a c ~ ~ to cn. (D 4 ~ v ~ ~ O o W CD G W CD c.n O ~ G,> O ~ ~ D ~o ~ 00 CD O O W w ~ 2c co Ma m CRIA ~ ~ ~ Bulldlllg.l \illlllt .PermitN10747.. . CITY OF WHEAT RIDGE ~ 7soowestz9~av~ue 7/9/2005wheuridge, Co 80033 Inspecfion Line . 303-235-2855 303-234-5933 ~ . . Commercial Tenant Finish . . . ~ PROPERTY .7777 . 38th AV . UIIIY: A-110 owtvER: Westem Centers - C and SP Salons LLC - (720) 898-5266 . . Description . . . . . . . . . . ~ . Demo from area of current space, add plumbing, elec & HVAC perblue prints for Men's Salon / Barber ` Shop IFEES lName Units: Occupancy:..B Walls: Roof: Stories: SqFeet:0 ~lhereby my[hat0e..ub ckd bncup.op edby[M1ispermit ppLatovre accurate, nddo t'olahapp6rnbleortliv mleso gW fianaoftheCtityof Wheat IUdge ar cavenants, easemems or res[nc4ons af record, fhat nIi measurcments shown; and silegeaons made are acconce, Nae I have rnd and e~ee ro abtde hy a11 covdihous prinhd on Nis epptica[ion, and tM1at I assume full respansitiility farbampliame wiHi the WAee[ Ridge Huilding Catle (U.B.C ) and elloNer appticable . WhwtRidge ordinvnca, for wark wdu Hus pcrmi4 - (O\YNE (CON C SIGNEDDATE 1.. ~ TWS permit was tssueA m a¢ordance wlch tAe provuiovs set torth in your epplicaHOn and is suhjec[ [o th¢ izws ofthe Stare ofColoratlo and m the TnNng . ~y 1RegW tlons and B Idf g Code of Whce[ Ritlg4 Colondo o vy ofher epphceble ordineu ev otthe City. ' 3 'TM1ispermitshallepre if(A)NeworkautM1Orizedis6a[commencedwithinstcty (60)daysfromismedahor(e)ehehoildingemhoriutlissuapevdedor . ahendaned (orlpenotl at120 days. 3IfelJSpumi[exprtu,a have bee rwllibematle(nthe - gmalplnns:and peafiationsand ysuspensianb abandonmen[hasm[uceededone(1)yeeeQchangesaremadeorifsuspensionorabendonmev[ g : extteds ane (1):year, fuil @u shallbe paid for a new permit . 4 NO rko(anyma nershell6etlonethat mllcM1angeth mwal0owofwn[crcausinga:d g<pmhlem. f ' 5 - Co tr t rshallmtifytheBwldinglnspecmrtwenry-four(24)haursinadvanecforallinxpechonsandshellremivewnltenaDProvalaninspec[loncvrdbe6rc proceetling wlehsuaessrve phases b(Nejob. 6 `The~ssuanceofa ortheapr vndspceficvcioussM1aOnot beconsbueArobeapermi[tor,noranappmvlof,anyviolvtiunof[he ' protieion ~D ~ing ca r.a y o[her ortlma aw, rvle ar regulntlon . / , Y- SIGNEDDATE ~ CM1iefBUlWingIDapecror cam Saturtlay, July 09, 2005 c Page 1 of 1= ~u' Building Permit Permit Number 18947 CITY OF WHEAT RIDGE 7/9/2005 7500 West 29TH Avenue Wheatridge, Co 80033 235 2855 303 i, . ~ z.~, s eayaeuheazc~dge'J Inspection Line - - 303-234-5933 Commercial Tenant Finish PROPERTY 7777 3$th AV UDIt: owtvER: Western Centers - C and SP Salons LLC - (720) 898-5266 Description Demo front area of current space, add plumbing, elec & HVAC per blue prints for Men's Salon / Barber Shop Authorized By Building Approval Zoning Authorized On 6/23/2005 Approved By CR OK w/ notes. Need occupancy sign of 15 max. Subject to field . inspection. Authorized By Fire Department Approva] Zoning Authorized On 6/30/2005 Approved By DS See comments Sa[urday, July 09, 2005 . Page 1 of I COMMUNITY DEVEIOPMENT DEPARTMENT Building Permil Number: o~ w"E'T,~ BUlLDiNG INSPECTfON UNE - 303-234-5933 Date: ` ~ ~ ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - {303-235-2855) APPLICATION Property Owner: 'W2u`~ eRn~ Ce.v9 e R S - C Hni b,SP ~ Fi ~•i•s J.C c- F/m ez~ce7 /YW,-U1&r Properry Address: 7 7 7 7 3~t~-A v, /-J - l/ D PLone: 7 02 d- S 9Y - S WeIZ Contractor Licensc No.: Cainpany: . c- 3o3-G6S- e ~le-v Pbone: OWNER7CONTR.SCTOR SIGNAiURE. OF UNDERS7ANDING AND AGREEMEM BLilding Dept ValuaGon Figure: ; 1 hereby cerUfy that the seibadc disfances proposed by this permit appiiption are accurate, and do rwt vioiate aDW+cable adinances, ruies a regulations of the Ciry of V alue: O, t9t~ U W t~eat RiGBe w oovenants. easements a restrictions of record; Oiat aN rtMasuremeMs shovm, and alleyabons matle are acarate: Uiat I have read and agree to aDide by all Permit Fee:$ conditiorts pnnted on this application and that 1 aswme tull responsiMliry for compliance wifhtheWheatRitlgeBuiW,ngCode(I.B.C)arWalloCw appkczbleWheat P1an ReviewFee:$ Ridge Ordinances, for work urWer this permM1. P1ans suDjed 1o fielA inspecuon. UO-TAXA. onTE Total:$ Use of Space (description): Description of work:,) emo anecL uy/ 5~/•v~, .ao~ ~~c~ir.~~ji~~ G-lPC ~y~.a~ Py'- ~"✓~vz~/L~~"'~' ~Cri- /77.Rm-5 ~a-li7z_ /~7%~-fj ey ~`ja/. d Sq. Ft. addad . BUII.DING DEPARTMEl`1T USE ONLY SIC:p, Sq. P,pptoval: q4~ Zoniry: cj sd j( j-G ~.fo7es, nle~-t~ cxc.~,~r,t~c /4 ~ coMME,ns: ~i ~G • w 1p s APPrOVal:tS U JORKS COl.tl.ffNTS Approval: IREDEPnRi~+EMCOAtMeNiS: ~ I qppoval: ccupanq: ~ Watls: Roof: Stories: Residential Units: lcl ~ Mechanicai lice ElecVicai l'icense No:1J"Yjl~ Plumbing License No: •7 nse No: Company. Company. ComPanY Y J ~ ~~i~e~i t;\f\ C_- ~c.jJ~ ~i.d~iL ~r,~; y 1_ 6cpiration Date: Expiration Date: ExpiraCwn Date: (i 'L Ic-~ jl APP;, _.'l; Apnrovat: APProval: , (1) Thm pprynit yray iasuep in accadance with tlhe provisions sel foM in your appfintion and is subject b tlw laws oi the State oi i, Cobrado and to Ux ZavnD RepAaOO^3 and BuiWinD Codea of Wheat RiOge. Cobrado w arry otter aDWicable ordinances oT tlw Chy. (Z) 71vs pomut stWl gxpire H(A) ihe work autor¢ed is not commenced within six[y (90) days from issue date or (B) the building auvwraed is suaP«WeE a aDVWOnad for a PB+iod of 780 days. (3) It Gus VermH expfm. a new Dmmil maY be acQuked fot a fee of one-haH Vie arnounl nortnatty reVui(etl. Provided no changea i have been wwid be msde in Ihe aguwl DW^s mW speafi°UOns-anC afi'suspensian or abandonmenl has not "ceaded one (1)Year- 0 dwngeshavebaenaHwispenaionorabandonmeMexaeedsone(1)Year.TuUteessnaBbePaid twanewpermit (I) tJO work of anY marvm shall be Oone CW vril dwge fhe naRUal 11ow o1 waler catainp a dra'eiape probbm. I~ (5) Contracmr alm6 rp41)' tAe Bu➢6nD lnspecw tven;V4our (24)1wm in adrance tar aM irapections and shail reseive vrtitlen ~ spprwal on YispeWon ord De1om P'oceeSuV wi0i wccnaire phaaes of Vie job. ~ (5) TM iasuance d a DwTnit aVw aDDvvy of driwirW and specificatio^8 shal rwt be oonstrued w be a Perrrfd ta, rror an ; aPPra'ald.anNviola5ond eW~ iensoflMbu6dmDcodeswarryotlW adnance.law.ruleorieVdation. Nlplanrwfew . ii bs ChW uilding Official ~ Jun.30. 2005 9:08AM WHEAT R]DGE fIRE DISTRICT No.5376 P. 2 WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UP[iwM SrREEi • WtiepT R►oGE, CowRwno 80034-0507 3034035900 • PAX 3039400350 • vrww.wEtFlxE.oRCa Steve Paaott Jvne 30, 2005 11036 West 59m Ave. Arvada, Colaiado 80004 Re: Demolition peauit 7777 West 38i° Ave., UniY # A-110. ~t The foIIowing req¢irements aze made under the 2003 Intemational Fire Code adopted by ffie Fue Board of the Wheat Ridge Fire Proteciion l)istrict and the City Coimcil of the City of Wheat Ridge, Colorado. 1. Any use of hash dumpsters shall be geatEr than 20 feet to any shueture. 2. All exit paths shatl remain cleaz of conshuction materiaLs. 3. Upon iemovat of the ceiling tiles all wiring shall be adached to structtue. There shall be no wiring hanging below drog ceiling height, 4. Fire Laaes slaall remain clear at all times of consttvc'tioa 11ris iacludes but not ]imited to the aliey befiind tbis structure. 5. An emmgeacy phone shall be on site during all construction (Cell phone will substidne for land line_) 6. F.mergency comact numbess will be posted on the front door during construction. 7. Requirea keys wi71 te given to rhe Fire District ror access to the tenam space. saia keys will be placed in the Knox Box located at the site. 8. A Fire Extinguisher with a minimum ratiag of 2A-46BC shall be within 10 feet of all "HOT WORK" opeiations. 9. The electrical box and the gas meter servicing this tenant shall be cle8rly marlwd with the unit mmmber. Aay queskions contact me at the Fire District Reviewed bY> D J. Saba " Fire Mazshal ti s A a ~ n s Q p 0 ~ A ~ ~ A ~ O 3 ~ O O 0 O C c S ~p 3 " N 3 ~ p O ~ r+ Q N - + N C71 n A 0 C ~ ~ a A a ~ 3 Q l~0 S to ~ C ~ Q l0 l0 A C A a N o Q + - ~ ~O O u~ s~ -t O w .i, H n w . (A) ~o { w , o Q N N ~ C f C~)i '0i -~1' 0 l3 W O C -F S d A ~ l0 ` 7 ` ~ -p# t4 0 O D a 0 m AO Ln ~ Q ~ V, Q 0 3 eat Rid e 1 1 1~1151 7500 w. 29"' ave. Wheat Ridge Colorado 80033 303-235-2853, FAX 303-235-2857, www.ei.wheatridpe.coms American Male Salons 7777 W. 38`n Ave Suite A-110 Wheat Ridge Colorado 80033 The following requirements are made under the 2003 International Building Codes and the 2003 International Fire Code with amendments as adopted by the City of Wheat Ridge. 1. Building Plans were reviewed under the 2003 International Building Codes, 2002 N.E.C. and are subject to field inspection for compliance. 2. Address shall have 5 inch lettering in a lighted location visible from a public access. 3. Building shall meet the City of Wheat Ridge Prescriptive Energy Code or the 2003 International Energy Conservation Code. 4. Fire alarm plans shall be submitted to the Fire District and Building Department as a separate permit. (Alarm system shall compliant with N.F.P.A. 10 and A.D.A. requirements). 5. Required Knox box per Fire Department. 6. Fire sprinkler plans shall be submitted to the Fire District and Building Deparhnent for approval and will be submitted under a separate permit. (If required) 7. Fire extinguishers shall be mounted in the main corridors with a minimum rating of 2A-40BC with no greater than 75 feet travel distance between extinguishers or according Fire District standards. 8. "NO SMOKING" signs shall be posted at the entrance to the conshuction site. 9. The existing fire alarm system shall be in normal operation when construction work is finished each day if applicable. 10. The Fire District shall be notified if the Fire Alarm or sprinkler systems are to be down greater than 5 hours. 11. "ALL" Fire lanes shall remain clear at all times of construction. 12. All alarxn devices shall be supported to shucture through out the tenant finish. 13. All bathrooms shall comply with A.D.A. 14. Any changes to the existing approved plans shall be submitted to the Wheat Ridge Building Deparhnent and Fire District.. 15. Ceiling lamination and ceiling panels must be self supporting from structure. 16. Panic hardware shall be installed on all required egress doors. 17. Need occupant load sign of 15 posted by front door. 18. All approved plans and permits from Wheat Ridge Building Deparhnent and the Fire District shall remain on site until a Certificate of Occupancy is received. 19. Any "HOT WORK" operations shall have a required extinguisher with a minimum rating of 2A-40BC within 20 feet. 20. Exit signs shall be accompanied with frog eyes for back up lighting. 21. Need proper clearance in front of all equipment needing serviced. 22. Electrical shall be labeled, "Blectrical Room No Storage". 23. All equipment must be installed to manufactures installation criteria and minimum IBC standards. 24. Any existing items in the field that do not meet minimum code requirements must be brought up to code per field inspection. 25. Subject to field inspection. 26. All plumbing shall meet ADA guidelines. 27. All low voltage wiring shall be supported from structure and not laying on ceiling. If you have any questions please feel free to give Chad Root a call at 303-235-2853. sX3E.,1VrJMM;1LA043HC3~X. s.UXc30 c43Qr49EFnW$1NTW A I BLANCO EN"t'ERPRLSES COMI'ANY 8260 Brighton Road--Commerce City --Colorado 80022 gpCAg3CW~~~. 3ff83EMgXtMpr93C_s_ p.a~ OFFICE 303-761-0330 FAX 303-761-3359 Western Centers 2821 S Parker Road Suite 215 Aurora, Colorado 80014 Attn: Grace Kitajima RE: Wilmore Shopping Center 7777 W 38'h Ave Wheat Ridge, Colorado Dear Grace, December 27, 2004 The flood test went well. We flooded up past the gutter and had no leaks. We then let the water sit and had no leaks. I took some photos and am enclosing them. I am also coping this letter to Chad at the city of Wheat Ridge. Please give us a call if we can be of any assistance with future projects. Very Truly Yours SILVERCOOL SERVICE COMPANY Conrad Heinekamp Project Manager cc: Chad @ city of VJheat Ridge ~ ~ ~ - f li ~ ~ ~ ~l \ ~ ~ \ ~ c ~ ~ ~ ~ U ~ 3 'Q C r ;I G' J fU'= t,) t(~,5 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77633 BUILDING INSPECTION LINE -(305-234-5933) Date : 8/30/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner. SCHMITT MUSIC Property Address : 7777 W 38TH AVE Phone : Contractor License No. : 18033 Company : Gordon Sign Co. Phone : 629 6121 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $3,200.00 I hereby certify that the setback distances proposed by this permit appliration are accurate, and permit Fee : $126.50 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or easements or restrictions of record; that all measurements shown, and allegations covenants Plan Review Fee : $0.00 , made are accurate; that I have read and agree to abide by all concj itions printed on this USE T8X : $38.40 application, and that I assume full responsi 'lity.for complian e(h the Wheat Ridge Building Code (U.B.C.) and all other applicable W t'Rid ordin for work under Tot81 : $164.90 (OW NER)(CONTRACTOR) SIGNED DAT W Use: Description : INSTALL ONE SET OF 18" LETTERS AND 2' 3" LOGO R EADING'SCHMITT MUSIC'. Electrical License No : Company : Plumbing License No : Company< Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (1) This pertnit was issued in accordance with the provisions set forth in yopur applicalion and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Colo2do orany oiher applicable oNinances of the City. (2) This permit shall mpire if (A) the work authorized is not commenced within sinty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. ' (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the . onginal plans and specifications and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water wusing a drainage prohlem. . (5) Contraclor shall notifythe Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card befo2 proceediing with successive phases of the job. (6) The issuance of r the a wings and specifications shall not be cronstrued to be a pertnit for, nor an approval of, any violation of the provision ng or any other ordin e, law, rule or regulatioa ~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. oF wHEqT DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pemut Number: , BUTLDING INSPECTION LINE - 303-234-5933 Date: ~ m CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ~ WHEAT RIDGE, CO 80215 - (303-235-2855) i C~(ORA00 ,fl~'~ Yi~ICAT1V'iY 'I Proper[y Owner. ~~le*l;l e ~10~'~~ • li Property Address: Phone : Contractor License No.: ff ' Company: C/ p S. Phone~Q~-6~ OWNER/CONTRACTORSIGNAT[7REOFUi~'DERSTA[YDINGANDAGREE4IENT I hereby certify that the setback distances proposed by this pertnit applicationare COIlStIl1Ct10Il V2jU0'. accurate, and do not violate applicablz orAinances, rules or regutalions of ihe City of PelIlllt F•'ee: i . W heat Ridge or covenanu, eazements or rulrictions of record; that ail measurements . ' shown, and altegations made aze acwrate; that I have read and agree to abide by all P12S1 ReV1eW Fe0: : conditions prinled on this applicalion and that I assume Inlf responsibility for USe'rgX: . compliance with the Wheat Ridge Building Coda (U.B.C) and all othu applicable WheatRidgeOrdinancu,fonvorkunderthi ertnit 000 TOt31: (06VNER)(WMR4CTOR):SIGNE1jG/[/~//fj~l~//L///QDA~L'i///✓ Description~oC~~~~~~ Vi-• - ' LoG~ ,~~/~6 -Y'Ch~i~T-' %~i✓/G . ~ ~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: IV~ BUILOING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residenual Units: Electrical License Na Plnmbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Espiration Date: Approval: Approval: Approial: (1) This pe:mit w:is issued in acrordance with Uie provisions set foRh in your application :md is subjzct to the laws o: the Statz o(CutoraAo ;md to the Zoning Regulauoris md Building Codes oflVheae Aidge, Colorado or:ury other applicable ordinuses of Ihe City. (2) This per.ni[ shalt expire if (.4) 1he ~wrk authorizzd is not commenced wi[hin sixty (60) d.rys from issue date or (B) che SuilAing authonzed is suspended or . abandoned for a period of I20 days. (3) If this pzrnit zapiru, a new pennit may be acquired for a fee of one-ha1C the amount nomully requireA, provide6 m cianyes have been or will be made in the origiwl plarts anA specifica[ions and any suspension or abanAOrvnant haz not excecded one (1) ycaz. Ifchmges have ceen or if suspension or abandonment . esceedsone(I)year,PollfeasshallbepaidSoranewpertnit . . (4) No aork o(any mannzr sha116e done lha[ aill chany+e the naNrat Ilow of walu causing a drainage problem. (i) Contrcbr shall notify 1he Building Inspector [wenty-fow (24) houes in aMance for all inspectiorte and shalt receive ~vr.Rm appmval on inspectionbard beFore . proceedingwithsuccessivephasesofthejob. . , (6) 'Ihe issuxnce of a pertnlt or the appmval of drawings and speciC¢ations shall no[ be conshuad ro be a permit for, aor .n ayyrovnl of, any vioiation ofthe provisions oCthc builAing wdu or any otha orAinance, taw, rvk or re5ulation. - - ding nspecto[ . . . rm, -j 7(~ L V p Y v U '~~1 N ~ ° o vl~ : ~ o f~ n~'~ 1 n 'mv z m v~il « d ~ P. O ~a% c^mzE~s I~. p gaF °aeg O; ' _ 3Y~= m c c E r v o hi q tiZ E v 0 3pg:' m ~ `ur1°' ~w ye W dSI~L V m WLL ~ dv°I•.~".~p~ PEm~ ~...lc°~ri > V V~nn3 Q o~inLL~n~ C~ ~o°~we a ~ T Fo1 ~ ~ ~ N j E - _ m E d ~ 3 N ~ ina ~ r ~ d E a 3~ o ~30 on° ? T~o ~mv °..3j~ ccnc+ I 3 .°Va 3 E = 3¢°q ~ ~,E d~ ~ .~iny ?ad ~ 3 a a 3 ~ - E m - rv ~ u rn i T o~ LE N3 Cq `o m o~ vE v'm o- a= c~ u& as ~r a~ o~ n~ u5 uE m~ ~Q m'£ am r5 v~ I COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77527 BUILDING INSPECTION LINE -(503-234-5933) Date : 8/9/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: WESTERN CENTERS hone 306-1007 P Property Address : 7777 W 38TH AVE #102A wm Contractor License No. 22058 Company : A bso lu te Grap hic Desi g n , P hone : 6 5 0- 0 4 7 5 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that Ihave read and a9ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicableWh~eaDt Ridge o~rdinanc~es, pfor~ work under this p~pe.r it. (OWNER)(CONTRACTOR) SIGNED DATE v ! Description : LIGHTED LETTERS MOUNTED ON A RACEWAY Construction Value : $2,000.00 Permit Fee : $90.10 Plan Review Fee : $0.00 Use Tax : $24.00 Total: $114.10 i Use : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : JH Zoning : pCD Approval : Approval : Occupancy: Walls 816104. OK PER WILMORE CENTER PCD MUST MEET 110 MPH 3 SEC WIND GUST AND ELECT MUST MEET 2002 NEC ART 600 Raof Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permitwas issued in accordance with the provisions set forth in yopurapplication antl is subject to the laws of the State of Colo2do and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or anyother applicable ordinances of the CiTy. (2) This pertnit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) ihe building aulhorized is suspended or abandoned for a period of 120 days. - (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the onginal plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill change the natural flow of watercausing a drainage problem. (5) Contractor shall notify the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing wi[h successive phases of thejob. (6) The issuance of ait or the va o +~f'~ngs and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of din es or any o~~cebrtfance, law, rule or re9ulation. . Clifef Buildng Inspector Please sign Terms and Conditions on reverse side of page. S COMMUNITY DEVELOPMEN7 DEPARTMENT Building Permit Number: BUILDING MSPECTION IINE - 303-234-5933 Daie: CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION PropertyOwner: td-5'fe~iv Ce:. fevS Property Address: ~~~1 -7 -7 w, 3JcU. /0 1/I Phone: e5 - ` E'6- Contractor License No.: .0-1)p,s$ Company: Phone: 3e3•E'So--oeY7S- OWNER/CONTRAC70R SIGNATURE OF UNDERSTANDING AND AGREEMEN7 I hereby certify that the setback disWnces proposed by ihis pertnit applicalion are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or wvenants, easemenls or restrictions of record; that all measuremenis shown, and allegations made are accu2te; that I have read and agree to abide by all wndilions printed on fhis applicatlon and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, forwork under this permit. (OWNFRHCOMRACTOR):SIGNFD DATE -03I0l, (OWNER)(CONTRACTOR):PRINTED Sher' IP Value:$ z.d&,' iw Permit Fee:$ Plan Review Fee:$ se TaxA- Total:$ ed L-efle,-s Lnu~,,.~~ed oN o, zaon'd<u V Description: L-: S Sq. Ft. added BUILDING DEPARTMENT USE ONLY S1C: Sq.Ff.:" ONING COMMENTS: Approval: d H e~~ pt - o~ per w; lo►ote ctWkr Zoning: ACp f I COMMENTS: Approvai: VORKS COMMENTS: Approval: Walis: Roof: Stories: Residential Units: ElecVical License No: Plumbing License No: Mechanical license No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Annroval: ApProval: ApProval: (1) This permit was issueA in accordance wiM the Drodsions set forth in your appliption and is subject to the laws of the Siate of Colorado aod W the Zoning Regula6ons and Building Codes of W heat RiEge. Colorado or any other applicable ordinances of the Ciry. (2) This permit shail expire if (A) the work authorized is nol commenced within sixry (60) days from issue date or (B) the building auMorized is susperWeC or abandoned fw a period of 120 days. (3) It this permit expires, a new permit may be acquired for a tee of one-half the amount nortnally require0, Drovided no changes have been w will be made in the aiginal plans and specifications anW any suspansion w aDandonment has not exceeded aie (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permiL (4) No work of any manner shall be done Mal will change the natural flow of water causing a drainage problem. (5) Contractur shall mGfy the Buildinp Inspecta N+enly-four (24) hours in advance tor all inspec6ons and sha11 2ceive written approval on inspection card beiore proceeding with successive phases of the job. (6) The issuance of a pertnit or the apDroval of drawings and spedfiptions shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official y U ~ ~ 0. ~ v r o ^ II{ 0 r 0- ~ ^ W ~ M ~ +lzz~ ~ ~ ~ ~ 6260 W. 52nd Ave. #1 U2 Arvada. [0 80002 303.650.0475 Office 303.422.3556 Fax Over All Layout 36'k97.25" 36" 5wish, 7" LOGO letter5, 26.50" Z letter, 78.50" ONE letter5 (approx.) and a 6"x41.50" DENVER logo box 5" deep returns painted black 7328 white face5, 6500 5ingle run white neon Apple green #230-106 and Gobalt blue #230-157 vinyl overiay on white face Blackjewelitetrim, Buiftto UL, specs 510n mounted on raceway, raceway to match 5fgn fascia DATE: 07/23/04 PRINT 1 JOB NAME: LOGO ZONE REVISION DATE: JOB ADDRE55: 7777 W, 38th #102A CLIEN7 NAME: Mark WilSOn GITY: Wheat Ridge 5CALE:1"=1' SALES REP: 5heri Huddle 5ALE5 kEP PHONE 303.523.4921 APPROVAL DATE; APPROVED BY: City of Wheat Ridge Community Development Department Memorandum TO: Accounting Department FROM: Kristy Shutto, Building Division (0 SUBJECT: Refund for Permit DATE: August 13, 2004 Reason: Overpayment of building permit fee at 7777 w 38' ave. Please refund: 100% permit fee: $30.00 (acct # 01-510-00-516) 100% plan review $ 100% use tas: $ Total: $30.00 TO: CJ Roofing 4020 Brighton Blvd. Denver, CO 80216 Thank You! Kristy Shutto Kristy M. Shutto - ~ Bldg. Dept. Secretary \~srvci-eng-001\usersVcshutto\Building Depar[rtmffluilding Depart~t\Woid Perfect\FormsVtefu . - r COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (503-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17557 8/13/2004 PropertyOwner: WESTERN CENTERS Property Address : 7777 W 38TH AVE Contractor License No. : 17590 Phone : Company : C J Roofing Co. Phone : 394-2802 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit appliraGOn are accu2te, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restricUons of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condiGons pnnted on this application, and that I assume tull responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all ofher applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTR4CTOR) SIGNED DATE Use: Description : ROOF REPAIR TO FIND WATER LEAK BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : P,pproval : Approval : Occupancy : Walls MANDATORY WATER TEST ON DRAINS & ROOF SUBJECT TO VISUAL INSPECTION FROM BUILDING AND FIRE DEPARTMENTS Roof Electrical License No : Company: Plumbing License No : Company : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : P,pproval : Approvai : Approval : (1) This pertnR was issued in aaoNance wHh the provisions set foM in yopur application and is subjecl to the laws of the State M Colorado and to the Zoning Regulations and Builtling Code M W heat Ridge, Colo2do or any oMer applicable ordinances ot the City. (2) 7his permR shall eWire'rf (A) the work author¢ed is not commenced within sixty (60) days from issue tlate or (B) the building authorized is suspentletl or abandoned for a pariod of 120 days. (3) If ihis permX expires, a new pertnH may be acquired for a fee of one-haH the amount normally required, provided no changes have been or will be made in the original plans and specifice0ons anC any suspension or abarMonmeni has not excee0etl orie (7) yeac If changes a`e made or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new permit. (4) No xrork of any manner shall be done ihat will change the natu2l flow of water causing a drainage Dmblem. (5) ContraUOr shali notifyNie Buildirig Inspector hvanty-four (24) Murs in advance for all inspections antl shall receive written approval on inspection card befo2 proceatliing with successive phases of the job. (S) The issuance of a pertntt or the approvai of tlrawings and specifiotions shall not be conshvetl to be a permit for, nw an appmval ot, any viWation of the provisions of the building codes a any other ordinance, law, `ule or regulation. Chief Building Inspector Construction Value : $300.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $3.60 Totai : $34.15 Please sign Terms and Conditions on reve►se side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-2345933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 17557 Date : 8/13/2004 PropertyOwner: WESTERN CENTERS Property Address : 7777 W 38TH AVE Contractor License No. : 17590 Company : C J Roofing Co. Phone : Phone : 394-2802 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremenk shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appliration, and that I.assume fullresponsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all ofher applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : ROOF REPAIR TO FIND WATER LEAK Construction Value : $300.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $3.60 Total: $34.15 Use : 72t, BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : Approval : Occupancy: Walls MANDATORY WATER TEST ON DRAINS & ROOF SUBJECT TO VISUAL INSPECTION FROM BUILDING AND FIRE DEPARTMENTS Roof Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to ihe Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of ihe Cily. (2) This pertnit shall expire if (A) the work aulhonzed is not commenced within sixty (60) days from issue date or (B) ihe building authonzed is suspended or abandoned for a period of 120 days. (3) If this pertnit expires; a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the onginal plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment ezceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any mannershall be done that will change the natural flow of water causing a drainage problem. (5) Contrac[or shall notiry ihe Building Inspector hventy-four (24) hours in advance for all inspeclions and shall receive wntten appmval on inspeclion card before pmceediing with successive phases of the job. (B) The issua ertni[ e approva . awings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of ihe prov' ' n bu' g co es or a dinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77557 BUILDING INSPECTION LINE - (303-234-5938) CITY OF WHEAT RIDGE Date : 8/13/2004 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) PropertyOwner: WESTERN CENTERS Property Address: 7777 W 38TH AVE Contractor License No. : 17590 Company : C J Roofing Co. Phone: Phone : 394-2802 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $300.00 I hereby certify that the setback distances proposed by this permit application are accurate, and - POffiIIY FBB : $60.55 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremenGs shown, and allegations Plan Review Fee : $0.00 made are accurate; that I have read and agree to abide by all conditions printed on this 60 $3 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Use TaX : . Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this p rmit. (OWNER)(CONTRACTOR) SIGNED DATE"~=b Total: $64.15 Use: Description : ROOF REPAIR TO FIND WATER LEAK , ~ BUILDING DEPARTMENT USE ONLY 0 , SIC : Sq. Ft. : Approval: Zoning : Approval: MANDATORY WATER TEST ON DRAINS & ROOF SUBJECT TO VISUAL INSPECTION FROM BUILDING AND FIRE DEPARTMENTS o G~v me , Approval: Occupancy: Walls Roof Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to ihe Zoning Regulations and Building Code of Wheal Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pertnit may 6e acquired for a fee of one-half the amount normally required. Provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the nalurel Flow ofwater causing a drainage problem. (5) Contractorshall notify ihe Building Inspedortwenty-four (24) houre in advance for all inspections and shall receive wriden approval on inspection card before pmceediingwithsuccessivephasesofthejob. (6) The issua pertn' e approv rewings and specifications shall not be consirued to be a permit for, nor an approval of, anyviolation of ihe prov' ' e bg des or ordinance, law, rule or regulation. ~Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT OEPARTMENT Building Permit Number: of W"E'~r.~ BUILDING INSPECTION LINE • 303-234-5933 Date: ^ a CITY OF WHEAT RIDGE " " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°`°R"°° APPLICATION Property Owner: Property Address: Phone: Contractor License No.: AV<- Company: OWNER/CONTRACTOR SIGNA7URE OF UNDERS7ANDiNG AND AGREEMENT Construction Value:$ I hereby certify Nat the setback disfances proposed by this permit applicatlon are accu2te, and do not violate applicable ordinances, rules or regulations of the City of Permit Fee:$ WheatRidgeorcovenants,easemenisorresVic6onsofrecord;thatallmeasurements planReviewFee:$ sbown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this applicatlon and that I assume full responsibility for jJce Tax'.% compliance wiN the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. T0t21:$ tOWNERHCONTRACTORJ: S16NFA DATEILF~_ (OWNER)(CONTRACTOR):PRIN7ED N ~ Descriptiort.'a,~O~-- r Sq.Ft.added BUILDING DEPARTMENT USE ONLY :OMMEMS: P,pproval: Zoning: I COMMENTS: 1~6751 ~ `°D VORKS COMMENTS: Approval: Walls: Roof: Stories: Gw~ Residential Units: Electricai License No: Plumbing License No: Mechanicai License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pertnit was issued in accordance with the provisions set toAh in yvur appliption and is subject to the laws of the Stale d Colorado and W the Zoning Regulations and Buiiding Codes of W heat Ridge. Colo2do or any other applipble ortlinances ot the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced wiMin sixty (60) days from issue date or (B) the building auMOrized is suspended or abandoned fir a period oi 120 days. (3) If this pertnit expires, a new permit may be acquired fw a fee of one-half the amount normally required, provided no changes hava bew orwiil be made in the original plans aM spedfiptions arM any suspension wabarMonment has not exceeded one (1) year. If changes have been w if suspension or abandonment exceeds one (1) year, full fees shali be paid for a new permiL (4) No work of any manner shall be done ihai will change the natural tlow ot water causing a drainaqe probiem. (5) Con6actor shall no6ty the Building Inspector hvenly-four (24) hours in advance tor all inspections and shail receive written approval on inspection card before proceeding wiN successive phases of the job. (6) The issuance of a permit or the approval of drawinqs and specifications shall not be consirued to be a permit tor, nor an approval of, any vioiation of the provisions of the builAing codes or any other ordinance, law, rule or regula6on. Chief Buiid'+ng Official HEALTH SOUTH - POOL REMODEL •nnTW ao+DJcim oau+ m oomxs omK onm+ Y aeuH (MM 2' VENi (11EW) ' . ~ . _ . - . _ . J icac oRNx I ~ POOL ROOM ~ EXISTING WOMAN'S BATHROOM 1' VEM (NM INSlALL NEW UEIX ORTV1 TU 9E ATIKHm TO 3' iWITMY SLNER r oW tr" Z• wur (n[w) GENERALNOTES5- 1. RE-VENT FROM EACH PERIMETER DRAIN OR DECK DRAIN SHALL BE AT 6"AFL (ABOVE ROOD RIM LEVEL) 2. PVC PIPING TO MATCH EXIS'f1NG PIPING 1 NEW PIPING SHALL BE WATER TESTED AND INSPECTED 4. PROVIDE A CIEAN OUT AT EACH VENT STACK BASE ~ N ¢ Z ~ O V) 5 w o ~ z > I w ~ C, ~ 0 ~ W p ~ O m ~ ~O U Z Q Z J 7 Z W W W a = =a o ~ W W m m Y N W d ~ y d o0 d' f 00 ~ Y } m m m Q Z 3 ~ z cYi W of ~J p S O d ~ U oa >W ao O o N ~ mV ~j N J W O a 3 tn O ~Z yjM J - Mw a~ n3 U M1 a ~~o68z~~W~~ . ~E£k~ ~575 sF ARAQI PQiINEIEfl DR/JN TO p95TMG 4' SM1IILVtY .4M£F- . 3' ORAM (NM \ ' I 4' PVC gN9i . (cwmxc) I ~ SRIYNQi I E]OSIINO OECK OPNN 06I14/2004 08:47 fAK 3034997767 crP exEInr+S y{45F$ix pIPIN6 - - I I I-'~`~ ae~n,re L _ Y14LL G 5~CMbR~K REMOVE (E) . . I ~I DDOR AND L J ~y ~ FZMMT ~ ~ ~ ~ SHrcCH Ro-wvE oooR / NA PRAME. STOREfOR Fr~'-`~ REMOVE ~OGATION SFUTGH. PEMOY5 5~'"`k ~ Wheat Ridge 8 Iding [AMr.hnent t.ocA~na+a+ A ovr~nr ~'I FLOOR PLAH. O'BICU GN2TAI ~ dWfLDING DflTE Validily oF peimil: hsuance d pxmil p~e. ~ and computatio~ ~Ibe a pp~ermi► 4f~ d, anY Eftuon b any d the d n~ ow..'a. .,ron i~e,Mv m"viala~e ara ne~l tl~ie dod tlie niun a ~ ._.._bwov ° a otlm or+am d the Ciq sha! not bs val~ F~Of COCO,~o pEMOL i TI ON PLAN yNi y OLAS * REHNgtAG ADI.I I ADI.2 Addendum #1- Healthsouth BOULDSR ASSOCIATSS A~imawe a IonriaDaign 4747 Tib1eMeRDuve, Sdm 202 ao3)499-n95 laaimiko3) 49~7767 BOULDER ASSOCIATES ~ 003/076 I/4"= I'-O" B-2338 e and Reha.b Center"%4_- A¢: Jme 9, 2OD4 SlxaNnmbw I PWjeaNnmhr. 03970A0 ~ ~r~~L:2 DmmB~: keb w 38~' Ave - 06l14/2004 08:47 FAH 3034997767 BOULOER ASSOCIATES 0002/016 BOULDER ASSOtIATBS A~ -M"'e9,2004 SbMN%=b= AKVlw=fb=iMDb* 4747T" YaDore.Stroe202 PP1atN~be~ 034i0A0 Booldc. CO BD3D5 ~ (i~3) ¢99-7795 Praimile (303) 499-7767 ~+'a HF Addendum #1 - Healthsouth Spine and Rehab Center 06/14/2004 08:48 FAX 3034997767 BOULOER ASSOCIATES 12005/016 I ~ rEK2 xa : I LAY-IN ALOUSTIG I GEILIN6 TO MATLH E%15n\N9 ~ J PE 2 X 4 lAY-IN TIGAL GEILIN6 e 8'- AfF. NrtW 6YP. BD. r~W BYP. 8D. . 9GFFIT ~ 8'-5' SC)FMT 0 l'- 0' ~ W AfF.TGMATGN EX191TIN6 A?F. _ I/oF co REkNBERG 'k e-2338 cFysEO AP REhtoVE V cEILIN6 O'I'-II' AFf. (HATLiW-0 IJ2EN '*,~(FJ GEILINB TO RETtAIN \ Lj:~~REFLFZGTED GEILIN6 PLAN ADI.I ADL4 I/4"- I'-0" Addendum #1 - Healthsouth Spine and Rehab Center B O U L D B R A 5 S O C I A'I' S S Due: J+ro q, 2004 Shca NomSw. A[dlSROa r IORAOtD{sijL ~ ~ I . ~ 4747'Cob1eD[wDa►e,Snia202 Pi°jaN°°ibw 03910'00 Boalder GO 803D5 (iU3)499-7795 ~A,eimikG'U~i499-77b7 Duwnsr kab 06I70/2004 08:48 fAX 3034997767 BOULDER ASSOCIATES @006/016 TEM1'ERED 6LA55 51MPLEX LOGKSEt iy , YJOOD STILE AND RAIL DOOR ~ PVOL ROOl-I L/OOR ADI.I AD1.5 IJ4"= I'-0" y(IF Coto'~o il, o NI HQLAS * * REHP]BERG B-2338 Addendum #1 - Healthsouth BOULASR ASSOCIATfiS Miwcnue + Iateioe Detiga 9747 To6leMewDrire,Ame202 Boddet CO 80305 (303)499-7793 'Pioiw7e (303)499-7767 ine and Rehab Center nea: Lne q, a.ooa Menxumba: I YmJcccTiam6ec: 03q10.00 ~ Al",~ I .5 DmrnHy: ksb 06/14/2004 08:48 FAX 3034997767 BOULOER ASSOCIATES 1& 0071016 B O U L D S R A S S O C I A T B S DM .Lne 9, s004 9bMNam6c Afthkma,lotemaDei=a ~ . ~ 4797ialeNaArivq~ia2DS AajeaNnmbs O'~170A0 M)499- 7r'kmm~r~W7)4W-n67 nn.nHy: kab Addendum,p1- tiealttisouth bUme a.nd xehab c..enter 06/14/2004 08:49 FAH 3034997767 BOULDER ASSOCIATES @008/016 LAP rx5nN5 Y1A8116z FlPM6 REMOVE 0 KALL FMMOVE V L - GA5B4~RK ~ -n DOOR AND SWITLH Fl-~ - - - _j I ~~I L ae40ve vooR,>W / swTCH / RDncve Pooie AV raarE. ~ sTOrg MR Fr ~ RMacnna+ rxasnu6 swrcN. RD40VE SHittH. sEE rEN LOGATION ON PLOOR PLAN. REMOVE OVERHEV ~ GISIGLE I LUtTAIN 7RAGK " FZr.+o+E (E) I CneiNEr I r----i I I ~ 1 I I ( ,~OF CO,~' D~MOLITION PL~N ADI.1 ADI.2 I/4I-0 Addendum # 1 - Healthsouth $OULDSB ASSOCIATBS duhimCmt + ImmorDeApt 47477kk Mew Dme, Soite 202 Hmlder,CO 90305 {303)999-1793 lYQimle (3031499-n6! e and Rehab Center DWK I+no q, 2004 SheuNamDa I roccrxuotbec o"no.oo ~ At;~1.2 Dmn Br. kRb 06/14/2004 08:49 FAH 3034997767 BOULOER ASSOCIATES 12009/016 BOULDBR ASSOCIATBS Dm .JUw9,20o4 sbmNamhc Aibioanm! s InEraotl)edp 4747?obkNeaDme,Srce202 PiooNacobee osatO.oo Li t3o3>4s9-~ ,~a.s°3°po~)a9~--M naneT k-%b 06/14I2004 08:49 FAX 3034997767 BOULDER ASSOCIATES I ~ i€NSx4 I UY-1N ACOUSTI GEILINB TO ~ 1 MAYGi 1 ew5rn+a ~ ~ Z % 4 LAY-IN A TIGAL GLILIN6 i . . k MEH &YP. 90 ND4 6,F. W.' ~q soFFir 0 W-V soFpr o r-0^ A.FF. TO MATGH A.F.F. •E%191TINB p~OF * REHNBERG 8-2336 ~~~~~~INr, 0 "I'-II' AFF. (HATGHEG AftEN @070l076 ~~(E) GEILRJb 70 REMMJ ~ *L~RZf2LEGTED GE I L I N6 PLAN I.I ADI.4 I/4"= I1-0" Addendu-m # 1- Healthsouth Spine and Rehab Center BOULDBF ASSOCIATFS Ame .lmc9,20o4 SkttNam6Q Aorhioeade aloa~a~Drian 4747'GbkMmDme,9ma202 PtojxtNomAw 03970m /l }~"'f 1.4 Haildc.CO eo3o5 ~~~j~ (33031499-7195 Paa~ile (30 499-7767 Du.n13f k9b 06/14J2004 08:49 FAM 3034997767 BOULDEA ASSOCIATES 12011/076 a 'fEMPpRED 6LA55 51MPLEX LOGKSET N 1^COD STILE AND RAIL DOOR ~ 0L. RO0M =~OOK ADI.I ADI.~ 1/4"= I'-0" ~P~~o~ cocv,~o NICNOLAS * REHNBERG 8-2338 &j11~ G~ $ED A Addendum # 1- Healthsouth Spine aad Rehab Center BOULDHR ASSOCIATSS lkrc .Lra9,2004 ShmNombs IL&ioeRa2 s Imcmt Dciaa 4741Tibh2(aDme,9mw202 YmjeaNomba 0-"70A0 m) os-nn' 'oo3)~-ns7 nwnB,: r.tb 06/14/2004 08:50 FAX 3034997767 BOULOEA ASSOCIATES BOULDFk ASSUGIAIES, INC. Arrbireu»re + ]urn-ie+ De119n Robcc G- 0dtns III, AlA Craig D. Mulfo:a, AtA YR A N$ M 17'CAL 1601210?6 Nichula:.J. Rehnbc:g. ATA TimCSby C. 8ocrs, AlA ME O CTNl1M8 ri W F 7 K A N 5 M I T LUUING ]'RAN5IATTAI O ilAnr rOPY TO POLLOV~' Af.~STH W A i O P q C -ct ~ 7 H IS f 5 TA A h S M IT75D TO Y,OU 0 F06 APpAOVA1 AOR YOUll VSE 0 FOIl Y011A REVigV Q AS AEQU65T5D S F £ N CLOS VB b5 AR fi N D: AS NOT ED, SINDLY N Oi! FY US 4747 Tab1e biua Dxivn Snica 202 Boulder, Coloradv 8o305 Tdephone 303.499•7795 Pacsimile 303.499-7767 mww.bouldua;5ncia1c5.cum ACY:ONCODE: A.REV1RWEU D.NOTIlEVIEmPP C.BPVIE~DaNOTED D.BDSVH!(IT E.DONOTAESU6141T g.xP.]uaMliCUnY~ 06/14/2004 09:50 FAX 3034997761 p~ J.C.BAUR ~ 6r ASSOCIATPS, ING cm,l=SFngin=zs zssi srstm~ Boulda, Colamdo 60301 (303)494-9I2I F= (303) 4I5-I070 g_mait jb=U1&cbaux.com ro Boulder Asst+ciati:s 4747 Table Mesa DTlve Bouldey CO 80303 LETTER OF TRANSMITTAL DATE E7/8/()4 ,on * 04017 RrrewrwN: Curtis Chong ~ Fiealth Sbuth Spinal and Rehabilitation Center - Wheat Ridge WE ARE SENDlNG YDU Vla: 9'1~rsssenger ❑ Mail ❑ Ovemight delivery ❑ Shop drawings ❑ Vellum plots rints ❑ Specifications ❑ Change order ❑ Fleld clarification ❑ Copy of letter ❑ kems pated Numhered Description I copy 6B/04 Sl Detail 1 cpyy 618/04 52 D¢tc3l 1 copy . 618109 54 ' Deteil THESE ITEMS ARE TRANSMIT-fED as checked below: ❑ As requested a-ror your use ❑ Reviewed, no exceptions ❑ BOULOER ASSOCIATES e013JO16 ❑ Reviewed, exceptions noted ❑ For review and comment ❑ RC-SU6mit REMARKS: Curtis, These details represent a minor modification to the shape of the end anchorage reinforcing tube and tbe add'ztion of a washer plate. The ebanges address concerns raised by the owner's structural engineer. ~ Jo n 0. 8aur 06/14/2004 08:50 FAX 3034997767 BOULOER ASSOCIATES 12014l016 ~ ~ O ~I c/) m^ l J 0 Z II i~ 0 rz MYz z om~ A~ m my °z r~~* 1--~-L im -41- --1 wm m~ `n ~a cnZ _ -4 Om CONSULTING ENGINEERS J. C. BAUR 2551 31st STREET BOULDER. CO 80301 ASSOCIATES, INC- PROJECT N0. 04017 z ~ T S 0C r . A ADp~ ➢ .D T~ ~*i ~ y m -i 70 ~ m Q °o z o~+ o.r n -n Z N zL` N n O Z ? Nn a ~ p o m c , ~ ~ ~ m i z n z rn ~ 0 tn H m r SPINE & REHASILITATION CE D EfAI l 1 /51.0 oA,E: 06,0e,04 S 1 SCALE: 1 "=1 ~-0° 06/14I2004 08:30 FAX 3034997767 BOULOER ASSOCIATES a 015/016 ~ q 02 Z 8 m~ ~ u-iN ~X w ~a) Ac~x ~n m w ~a m=n . ~ e m cn ~ C ~ o m ~ m ~ ~ < G D~ ONM \ 5„ 5" 5. 5.. m~ 0 o ~ m D N Z - m ~ ~ Z m tn r*t ; m m x m~ x X m ~ -i ~ N o°OA ~ m~ ° m o ° mN~ A ~ ~ ~ Rt = z Z J 77 R1 II mo a r o 0 i SEE PLAN SEE P N SPINE & REHABILITATION CENT CONSUL7ING ENGINEERS ~ J.C.BAUR ~51 37at STREET DE?AIL 2/$1.0 6ouLDER, co e0301 & ASSOCIATES, INC. PROJEGT ND. 04017 DATE: 06/08/04 SCALE: 1 "-i'-0° 06/14J2004 08:51 FAX 3039997767 BOULDER ASSOCIATES @016/016 TS6x6 - SEE 2/51.0 WASHER PLATE - SEE 1/S7.0- EXISTING FOUNDATION WALL NOT SHOWN NUT a,NO TAPERED C0VER PL4TE - SEE WASHER - SEE 2/51.0 I/SI'O THREADED ANCHOR ROD - SEE 1 /51.0 WASHER PLATE DETAIL .o prjq J.C.BAUR & ASSOCIATES, CONSULTING ENGINEERS 2551 31st STREET BOULDER, CO 80307 INC. PROJECT N0. 04017. , ,/z. _ l,_o" SPIN6 & REHASIUTATION CENT DETAIL 3/51.0 DATE: 06/08/04 ~ ~ SCALE: 06/14/2004 08:47 FAX 3034997767 BOULOEA ASSOCIATES BO ULD fi A R.ti50 C 1 A1'E .S, INC. A,thii.av+c + Inttriar Dcargn Aoberc Ci. Owms if[, AIA Cmig D. Mullord, AIA K~ NV BCP 16001/016 Nitholas J. Achnbe[g, AIA Timochy C. Botre, ATn r x n x s M i't T n L DAT*.IAj TIM6 PA0- TV [Rf1JYCTNUMkFT- ~ W E T R A N 5 M I T riDW~'i9l v]~~.~/ - cJ TAX ( ) iA4E911VC1UDING TRnN4MITIAL V HAAD (:VPY "}U POLLOm V /L ~v 7H 1S 1<. T R AN yMITT E D TO Y OU C) FUL APPBDVAL ~OG YOUA USb O POR YOVA RGVIEW ~ AS RPQVIISTEO - - NO. V~TS 5 7i. , UBSCA[PTIUN/PP.MARKh ,k ACfION CODB: A. f.lVIkmED B. NOZ &1 VIEOIiD C. AEVIEm[D e NOTR0 D. ASSUtlMIT P. 00 NOT EESUPMR 7. RAUBMiT F08 FILRS f F E N C L O S U R E S A A E N 0 1' A S N O T I D , K I N D L Y N O T I P Y U 5 GOPY T(5--- - VPiTH CNl- O~S7A➢~~ F1L1 v 6 - - UP ORA VING DIVIiff1N n . ~.~~~A • _ 4747 Tnble Mesx Dri~e 5uiro 202 Huulder, Cnlorado 80303 Telephnne 303.499.7795 Facsimile 303.999J767 wwa. buulduicsociaate-Cam COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) 77356 7/9/2004 Property Owner: HEALTH SOUTH CORPORATION Property Address : 7777 W 38TH AVE Contractor License No. : 20027 Company : Climate Engineering, Inc. Phone : 940-0757 Phone : 777-2056 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinangWfor work under this permit. (OWNER)(CONTRACTOR) SIGNEATE S O~ ci Description : INSTALL GAS PIPING FROM NEW GAS METER TO TWO EXISTING ROOF MOUNTED HVAC U N ITS. , BUILDING DEPARTMENT USE ONLY m n'• g Comtnen 's:, SIC : Sq. Ft. : Approval : Zoning : Building Permit Number Date Construction Value : $4,598.00 Permit Fee : $144.70 Plan Review Fee : $0.00 Use Tax : $55.18 Total: $199.88 Use : ~ iJ`di;" g-A Approval: Approval : Occupancy: Walls Roof Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This pertnit was issued in accordance with the provisions set foAh in yopur application and is subjed to the laws o( the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wi[hin sizty (60) days (rom issue tlate or (e) the building authorized is suspendetl or a6andoned for a period of 720 days. (3) If ihis pertnit expires, a new pertnit may be acquired for a(ee of one-half the amount normally required, provided no changes have 6een or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) ContracWr shall notify the Building Inspector Rventy-four (24) hours in advance for all inspeclions and shall receive wntten approval on inspedion card before proceediing with successive phases of the job. (6) The issuan permit ortpeapproval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violalion of ihe pmvi ' bui ia ~codes or any otherr,ordinance, law, rule or regulation . Chief Building Inspector Please sign Terms and Conditions on reverse side of page. E WHEqT COMMUNITY DEVELOPMENT DEPARTMENT Building Permit ATUmber: BUILDING IA~SPECTION LIA`E - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ~aLORACp WHEAT RIDGE, CO 80215 -(303-235-2855) ;9PPLIC,9 TIO1V ProperryO.,mer: Health Suuth Corporatiun Propertynddress: 7777 West 38th Avenue - Suite A-120 Phone:303-940-0757 Connactor License No.: 20027 Company: Climate Engineering, Inc. - Denver, CO phone: 303-777-2056 O\1'1ER/CONTRACTOR SIGNATURE OF UNDERSTANDInG AND ACREEDIENT 1 hemby certify that the se[back dis[ances proposed by this permit application are accuate, and do nbt violate applicable ordinances, rules or regulations oTthe Ciry of N'heat Ridge or corenants, easements or restrictions of record; tha[ all measuremen6 shown, and altegations made are accurate; that I have read and agree Io abide by all wnditionac printed on [his apptication and that I assume full responsibiliry for co ance wi[ •~the Wheat Ridge Building Code (U.B.C) and all other appli Wheat ge Ordin ces, for work under this permit. (MlSS")(CONTRACTOR): SIGNED DATE ~ ~H ~ O4 (owTea)cconrancroa>:vaJNreo ric B ndner, President DATE DESCRIPTION: Construction Va]ue:$ 4,598.00 Permit Fee:$ Plan Review Fee:$ Use Tax:$ TOt31:$ Install gas piping from new gas meter tu two existing rouf mounted HVAC units. BUILDING DEPARTMEA'T USE ONLY ZONING COMMENTS: SIC: Sq.Ft.: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Dare: Expirarion Date: Expiration Date: Approval: ApprovaL Approval: (1) This pemiit waz issueA in accordance with tLe provisions set fonL in your applicanon and is subjecno the laws of the State ofColondo andlo the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of the Ciry. This pemiitshall expire i((A)WeworAauthonzedisnotwmmencedwithinsixry(60)daysfromissuedaieor(H)thebuildingamhorizedissuspendedor abandoned for a penod of 120 days. (3) Ift6i5 pertnil expires, a new permil maybe acquired for a fee of one-halffie amount nomially required, provided no clianges have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. lf ciianges have been or if suspension or abandonmem exceeds one (I) year, full fees shall be yaid for a new petmiL (4) No work of any manner shall be done that will change the nawral tlow of w-amr causing a drzinage problem. . (5) Contrazmr shall mtify tUe Building Inspecror nvenry-four (24) hours in adrance for ali inspections and shail receive wntren approval on inspection wrd before pmreediog with successive phases of thejo6. (6) 7Le issuance of a permit or the approval ofd`awings and specificarions shall mt be conswed to be a pemiit tor, nor an approcal of, any violation of We provisions of the building codes or any otlier ordinance, law, rule or regulatlon. Chief Bui]ding Inspector Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 17059 Tenant Finish - remodel, electrical, door relocation OWNER: Western Centers A2ent ADDRESS: 7777 W. 38'Ave. #A-126 PROPERTY ADDRESS: 7777 W 38' Ave #A-126 Wheat Ridge CO 80033 CONTRACTOR: Miller Construction S12ecialties Inc DATE 5/26/2004 CHIEF BLTILDING OFFICIAL ZONING ADMINISTRATOR M M CY) Lr) N O M Z ~ O N U) U) CD z Z a aM =Q N W Z O a m °C J ~W°O W = C~ W m~ Z O 0 ~ W Z p p J H cc v ~o LU 0= Z N N a p ~w 0 o Z F' a V cc N Qt ~ V O W cv z= _ _U) ~ N ~ lO . ~ ~ ~ 0 (0) W x z O ~ ~ ~ W ~ ~ z 7~ ~ > U Z `S'a Ut1 Q ~ U D U 1 SO ~ w ~ > F- N i ~ ~ ~ ~ 0 w ~ w Q 0 Z H ~ Q ~ o ~ z °a o m J ~ O m ~ ~ ~ a w ~ ~ 0 ¢ 0 Z ~ W Z J > ~ w a ~ 2 ~ ¢ LL ~ Y ¢ m ~ cr O H U m W ° a. z U) _ ~ 0 ~ Z z ~ ¢ W a U) a ~ C0 J J Q Z ~ ~ ~ ~ ~ Ir 0 F- w Z a O ~ U z U - r W ~ a. 0 z ~ c o a o ~ o m ~ a N a a) J C ~ 2 _ o vNi c io LL 0 U ¢ ~ LL i 0 w Z 0 (f) z W W m ~ a _ W > O m Q ~ z D w ~ W fr U z 0 0 z m D 0 EL Y Y O 3: 0 LL ~ a ~ 9 > > "C ro u5 o o ~ N m ~I c C ~ SI ~ U t E m W a- _ `I y ! ~ k ` ~ D < < < i v ° J v ~ ~ - co o, C > -p C a C o a) U1 ~ co 5 w L O cr m C E a L O m Q ~ c7 ~ ~ Q xs ~ = L O cc ~ ~ LL c f0 N R z ~ T ~ O Q O m ~ UI Q o~ = i N W c LL ~ ~ d ~ > ~ 2 i LL m Q O Q E a N LL y J ~ xs 0- I lX... . O Q LL ~ W J ~ z M W ~ G a O z Z a U O cc W ¢ W w~: ~F- 2 N 0 Ir ~ U. U° Z~ Q U a U~ U O v W ~ 0 cc a ¢ a w ~ Z ~ Z Q O COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17412 BUILDING INSPECTION LINE - (303-234-5938) Date : 7/20/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner. LITTLE CEASARS Property Address : 7777 W 38TH AVE Phone : Contractor License No. : 18071 Company : Sentry Fire & Safety Phone : 294 0708 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,947.00 I hereby certiTy that the setback distances proposed by this permit application are accurate, and Permlt FB8 : $90.10 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee : $0.00 made are accurate; that I have read and agree to abide by all conditions printed on this U T $23 36 application, and that I assume fullresp sibility for com iance with the Wheat Ridge Building 2X SE . : Code (U.B.C.) and all other applicable ~ea Ridge or iances, for work under this p rmit. ~ Total ~ $113.46 (OWNER)(CONTRACTOR)SIGNED 2 DATE-- Use: Ce/74 l°~f Description : FIRE SUPPRESSION SYSTEM c BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Z°on, i~gsCo 6'mentis„ Approval : Zoning : :liling ~~'inl~e,n~~ Approval : Wli""orks~~~"`om'~ m'~"'ra~gs'~ Approval : Occupancy : Walis : Roof : Stories : Residentiai Units : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (7) This pertnit was issued in accordance with the provisions set forih in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authonzed is not commenced within sizty (60) days Bom issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. - (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the onginal plans antl specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit . (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Coniractor shall notlfy the Building Inspector lwenty-four (24) hours in advance forall inspections and shall receive written approval on inspection card before proceediin ' successi yhasere hejob. (e) The i snr f a Rnrthe approval rawings and specifcations shall not be construed to be a pertnit for, nor an approval of, anyviolation of the vi ' o th ~ ildm od ny other ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNI7'Y DEVELOPMENT DEPARTMENT Building Permit Number: oF WHEqp9 BUILDING INSPECTION LINE - 303-234-5933 Date: _ ~ CITY OF WHEAT RIDGE " " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 • (303-235•2855) C~CORP~~ API'LICATION Property Owner: U.~ \-e_Ee0aS`L11 Property Address:t, '7'7 7 7 W 324~ Connactor License No.: Phone: Conipany: Phone:',7-" Jc)qy'l~1 U~ i OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 I hereby certify ihat the setback distances proposed by this pemit appiicatlon are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restricaons of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on ihis application and that I-assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, forx+ork under this p "it. 7 Description: Sq. Ft. added ;tion Value:$ ~rly1 Permit Fee:$ Plan Review Fee:$ iJse Tax.$ Total:$ Expiration Date: Expiration Date: Expiration Date: Approval: ApprovaL- ApprovaL• (1) This permit was issued in acWrdance wifh ihe provisions set foM in your appliption and is subject to Me laws of the Sfate of Colorado and to the 2oning Regulations and Building Codes of W heat Ridge, Colorado or any other applipble ordinances of the City. (2) This pemit shall expire ii (A) ihe work authorized is not commenced within sixty (60) days from issue date or (B) the building auMorized is suspended or abandoned for a period of 120 days. . . (3) . If this pemit expires, a new pemit may be acquired tor a fee of one-half the amount normalty required, provided no changes have baen orwill be made in Me original pians and specifications and any suspension orabandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new permiL (4) No work of any manner shall be done that will change the natural flow of water pusing a drainage problem. (5) Contrac[or shall notify ihe Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approvai on inspecfion card before proceeding vnth successive phases of the job. (6) The issuance of a pemit or the approval of d2wings and specifications shall not be consWed b be a pemit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rvie or regula6on. Chief Building Official Electrical License No: Plumbing License No: Mechanicai License No: Company: Company: Company: r7 Application Date: ' (J ~ ✓ ',j Permit No. Wheat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street * Wheat Ridge, Colorado 80034-0507m 303-403-5900 Office • 303-940=0350 Fax • www.wrfire.org Contractor Information Site Information Name: Address: Agenk 0 an! ~L-" Address: i.~ . BusinessA LIL44 i <~y~ r Contec#: - > H i : Phone: Phone: 0 [ attest the above information m be acwrate. I have received and reviewed the 1nspection Compiiance-and the Fee Schedule. This permit is the G) pioperty of the Wheat Ridge Fre Protection District and is issued subject to conditionscontained herein. Upon.any faiWre of any condition induding m Feilun2 of dearance pf any permit paymenS this pe`*nit.is subject.to immediate revoradon arM the permit must be ~reWmed upondemand Loa , representative of the Whea[ Rid9eFire P.:~ 'on DistricC z . of Applicant: ' ; ~ ' Signature NOT,[CE: If construcdon is slarted prior to the• ance of apermit, - E(3) times tfie normal fee will _be assessed: ~ m mn rnadvaaceat303a033902 ~ fEES 6Review Alarm System Plans System Ya1ue=' eview Sprinlder System Plans System Value= ~f.~!4~ WU ~1°. Review Misc. System Plans Systero Vaiue= ~ Date Paid - . 1 Raview RriilAinn Planc ...lVBIuaNOn= . . _ P"dld ~ m -u ro~um ~...,.w....y_ . .~..-,..w_.. y . . Jul 15 04 12:41p 303 294-0710 p.2 Chnpter 3 - System Design Paqe 3-1. REV. t CHAPTER III SYSTEM DESIGN Tliis saclion wlll cover Iho proper design al the Pyro-Chom Kitchen Knignf 11 Restauranl Fire Supprwscinn System. it ls diiided inlo three (3) seUions: Nazzle Coverage and Piacement • Piping Limilatinna • Detector Requiremems E+ich ol lhese sactions must 6e completeG beloro atlempting ol,y In3tallBtion. NIiOZZLE COVERAGE AND PLACEMENT Tliis soction will provido guitlelines 1or determining nozzla ty,)e, posltloning, ind qupntity for duet, plonum, and eppll- ance protecllon. A. Duct Protection II is not required Iliat the fen he shut down ar Ihe exhaust dtict be dampored for the systom to operete properiy, Eech nuule is epprovecl lo protecl exhaust ducls of unlimited lenglh. Die[ protection reyulres that a nozzle by positioned to aischarge up, Inlo the ducl. The nozzlq is a Model 2D, part No. 551U38_.-- o-e w. mro oucr xPNQtaE ' „2W w L - Figure 3-1. Traneltlon Ducts - The protection ol non-standerd dutls should be revlewed by the authority havinfl iurisdiction. Pyro-Chem Kiichen Knlght II racammends Ihat transition ducls be protectad as toflows: %fhe Model 2D duct nazzle is a Iwo (2) flow nozzle. A slngle . 21) nozzle Is capal>le ol proteCting square or rectangular ~diie1 wilh a ineximum o1100 in. (254 cm) perlmaler, with the ~ longgst Side baing a maximum ot 341n. (86.4 cm). It can , also protect a round duci with a mauimum diameler o( . Two (2) Modol 2D ducl nozzles can protecl a sauare or ~ • rc ctengular dud with a maximum ot 150 in. (381 cm) porimeter, with the longe9t Side being a maximum of 51 in. •(129_5 cm). They cen also protect a round duct wlch a matti- ~ rcum alameier of 41 72 m. (120.7 cm). When hvo (2) 2D dud nozzles are used lo protact a single d, ic4, the cross sectional eree of the duci must pe divided Imo two equal symmevical areas. The nozzle must then be Installed an the centerline o( the aroa it proleets and aimed direcily iNO the duct opening. T.ie nozzle(s) must ba Instelled on the centerline of the duct, ►with the tip located 0 tn 6 in. (15.2 cm) intq the opening, and a.med qireclly Into the duct opening. See Figure 3-1. a. 7ransnlon ducts - larger lo Smaller In ceSes where the duCVplenum Interface opening is larger then the tinal exheust ducl, meesura Ihe perime- tor/diameter of the duct hel(way belween the largast snd smaliest secli0n (or the averege perimeter/diama• ter). The nozzle is to be Iocate0 w(lhin 0-6 in. (15.2 cm) of the tlucVplenum intertace (not af tho point where the rtreasurement was taken), canteretl untler the final exhaust duct opening. See Flgure 3-1a, MEasuREMtxr aWA RANS ~ mura Flgme 3-7a. PN551274 Y INTO ITIpN UIEX 3470 April 1, 2002 Ju,1 15 04 12:41p 303 294-0710 p.3 Ghapter 3 - System Dasign Pege 3-? REV. 1 b. 7ransition ducls - smeller to larger __~-brlg by A 11. (12 m) wide. Dlviding Ilie lenglh into seclions % In cases wbare the ducVplenwn inlorface apening is • a9uai lo or ioss than 10 ft. (3_1 m) lu length aod posiiionirn~ emallcr lhon the finel eahausl duc6 iouasure the ~ n nozzle al lhe :;IaA of ead, scGlon can pg Apne lo protetl perimelerldiameler ol the linal exhausl ducl. 7he ~_lonqer pienums. nozzle(s) is to be localed wilhin 0-6 in. (15.2 cm) ol the , pn V-bank plenums, the nozzle(s) musl be located at the ducVplenUm intarfac.a, r.anlnrp0 in Iho opening. Soo Figure 3-ib, center of Ilte V-bank w101t1, 113 Of the vOttlCel hgighl Of the tiiters. On single filtor bank plenums, the noz:Je must Iw - IoWted 2 in. (SJ cm) Irom Ihe batk etlge ol the lilter, 1/3 -dawn !rmm Iliy verlical hoighL For eilbar appl-cotion, the MEASUREMENT ; .nozzle musl be located within 61n. (15.2 om) ol the end of Uie ; plenum (or module) arM aimed directh/ down the lenglh of the ~ plenum. 3ee Flgure 12. i ~ i ~ ~ ~ mennr. Flgure 3-lb ouc'r =tOrCDUCT FIQU/0 3-7C ' PLENUM Eleetroatotio Precipitetor - DUets utillZing eleclroslalic precipitalors must be protecled above and below the unit. Standara duct noul9s are used In this appllcetion. See Plgurg 3-1d. IOmE c. Multiple risers Ilt easr.c nf multlple rises, eaCh riacr is proteclod as en individual duet. See Flgure 3-1C. Plenum Protection PP6CIORATOq „LENUi The Model 1H nozzle, Perl fJo. 551029, is a one (7) flow houle used tar plenum protection. A single 1 H nozzle can . proteU a plenum (wllh sinylv ur V-bank Illters) 70 tt. (3.1 til) V BANK in n os,mx SiNGLE BhNK Flgure 3-2 ULEI( 3470 APr111.20()2 PN551274 Figu.e 3-,d Jul 15 04 12:41p 303 294-0710 p.4 Chepter 2 - Cpmppi Pag, RI CHAPTER 11 COMPONENTS CYLINDERS & VAI.VE The Pyro-Chem Kitchen knighl 11 System has available Ihree diflerent size cylinders: the Models PCL-300 (p/N 551194), PCL-460 (P/N 551793), and PC1-600 (P/N 551196), Cyllndor ai=oa ore eapressed In terms ol exlinguishing agent capacity '(I.o., tho PCL-300 uses 3.0 galions (11,4 L) of extinguishing ageru). The cylirWer is manufactured, tested, and marked io aCCOrdanCO whb OOT 4BW225. Cytin,'ns come pre•Iilled with oxAinguishing agent and are charged wllh dry nlVOgen to a ' pres;ure of 225 pslg @ 700 F(15.5 bar 9 27 °C). Cylinder and valve assembly tllmensbns ara shown In Flgurc 2-1. VALVE REBUILDING EOUIF'MENT ~ 1• Wet Vaive Seal Rebuildinq Kit (P/N 550698). Af1er syslem.discherge, the valve aseembly nvst ba rebuilt to ensuru proper (uturo pperation. Tho We1 Valvi, Seal Aeb,dld- ing Kit (rM 55oesa) shouw be usod. 11 includ:s all com{ o• nents nacaseary lo praporly rebulld the valve. See Flgun? 2•3. rlgura z-7. Cyiinder end Velve Assembllea. ~~rc nu cyllnde,is uqUza the seme valve assembiy (P/N 551175). It is a pressure sealed poppet type valve dealgned to provide rapid actualion and disehargo ol agent. See Figure z-z. ] ~ • O U Flgure 2•3. Wet Valve Seal Het>ulltling Klt (P/N 550898). 00~ w ,Ex 31,70 PN.S10:'A Figure 2-2, Valve Croas Secl on. Ju1 15 04 12:41p 303 294-0710 p.5 ~ 0 . ro r m z N vo r d r e n Q~ pd Z o Z(A~ x~ ~X m cn U) K mo ~mc z cC) CO z m Z y Z -u N N M. n < Z n ~ I N Y e m O O A ty % C n A~ • ompo° oF,~Sq ~ym Cil w~\ T =0~ ~ ZC Z O ~ + r Q m aizox o ~ ~ m~zN c Zor~ y Z nn r ~ ~ ~ini-0 ~G ~.y<N NC o~ 0tA1 nl F 't pa' q NN o A ~ h • SENTRY FIRE 8 SAFEIY INC. LITTLE CAESAR'S PIZZA + rmc r~r~ s~uan 1294 S. INCA STREfT TIT121 DENVER, Cp. 80223 76~` V. 38TH AVENUE w o~ VHEATRIDGE, CO 80033 ~ e °o °o °o °o 3 ~ou caEV~v . ~ E rrw~, t~n 294-Me iA7G tM 294-Q710 e p o~r c o~ # PRE-ENWNMtED Pl7m GEM VE7 nCwir`y 2[ wm am~c wt~e ~m~rc FSRE SlRPRESSIIBi SYSTFJI ~wrz ~wo ~m ra a.na 00 :9 8 mm ~rrs Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENLJE WHEAT RIDGE, COLORADO 80034 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONRJG AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: OWNER W T RN . NT R.TNC_ADDRESS 7777 W. 38th RVE. #A-126 CONTRACTOR MTI 1 fR fl1NCTRIIfTTl1N evFrTni TIES, INC PROPERTY ADDRESS 7777 W. 38th AUE. #A-126 DATE 5/28/04 CHIEF BUILDING OFFICIAL ZONING ADMINISTRA _ _ - - _ ~ Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENiJE WHEAT RIDGE, COLORADO 80034 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WAEAT RIDGE BUILDING CODE, ZONIIVG AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WIIEAT RIDGE FOR THE FOLLOWING PURPOSE: OWNER W T RN . NT R iNC.ADDRESS 7777 W::38th IkVE.!"#A-126 CONTRACTOR MTI I FR rnmcreiirrrna SPECIALTIES, INC PROPERTYADDRESS 7777 W. 38th AUE. #A-126 DATE 5/28/04 CHIEF BI7ILDING OFFICIAL ZONRJG ADMIMSTRA COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17059 BUILDING INSPECTION LINE -(503-234-5953) Date : 5/10/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: W ESTERN CENTERS AGENT - Property Address : 7777 W 38TH AVE #A-126 Phone : 306-1000 Contractor License No. : 21725 Company : Miller Construction Specialties, Inc. Phone : 690-8507 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable ~iEd~t~• Rideance work under this pe it. (OWNER)(CONTRACTOR) SIGNED_{~ DATE ~ I O TT Construction Value : $5,000.00 Permit Fee : $144.70 Plan Review Fee : $0.00 Use Tax : $60.00 Total: $204.70 Use: Description : RELOCATE, REMODEL 2 DOOR LOCATIONS. ADD ELECTRICAL OUTLETS ~ BUILDING DEPARTMENT USE ONLY Mcommeuits. SIC : Sq. Ft. : Approval: Zoning : Approval: CR Approval : Occupancy: Walls Electrical License No : 18821 Company:Solo Heating & Electrical, Inc. (elec.) Expiration Date : 2/28/2005 Approval : OK/KS 5/10/04 Roof Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This pemit was issued in accordance with the provisions set foAh in yopur application and is subject to the laws of ihe State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any otherapplicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixly (60) days from issue date or (e) the building authorized is suspended or abandoned for a period of 720 days. .(3) If this permit expires, a new pemit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Coniractor shall notifythe Building Inspector lwenry-(our (24) hours in advance for all inspections and shall receive wntten approval on inspection card before proceediingwithsuccessivephasesoffhejob. (6) The issuance of ~rthe a al of re~ gs and specifications shall not 6e construed to be a pemit for, nor an approval of, anyviolation of the provision o' ance, law, rule or regulation. Chief Building Inspector Stories : Residential Units : Please sign Terms and Conditions on reverse side of page. -COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF w"EAT BUIIDING INSPECTION LINE - 303-234-5933 Date:- ~ ~ CITY OF WHEAT RIDGE " m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) c°`°R"°° APPLICATION Property Owner: WESTpPiJ C.E Properry Address: ? -7 -7 ~ w • Contractor License No.: 2 l 7 Z 5 A,1 2,& Phone: 3 D3 - 306 -/Ud z Company: AI c CCX CvN S j. S(f'6-c /fN-TJ-e S Phone: '30 3_ B`IO -c`3 Sa ] OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT tj0~a, ac Construction Value:$ I hereby certify that the setback distances proposed by this pemit application are accurate, and do not violate applicable ordinances, rules or regulations of lhe City of p07rillt F88:$ WheatRidgeorcovenants,easementsorrestrictionsofrecord;thatalimeasurements shown, and allegations made are accurate; that 1 have read and agree to abide by all P1an ReV1eWF0e:$ conditions printed on this applica6on and that I assume full responsibility for LJSe'I'3Xl compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this per i. 5 Total:$ (OWNER)(CON RACTORI:SIGNED DATEC6 0 710 = Description: ~ZOC4-TE / JeE-~vDf-Z 2- DoO/e %C f}`j-.F)++r S OP E-_1t-C-"Tl'~' e.f-L ()Lr_1LS-rS Sq. Ft. added BUILDING DEPARTMENT USE ONLY S. ~~.$q.Ft.: ONING COMMENTS: Approval: ~ Zoning: BUILDING COMMENTS: ApprovaL WORKS COMMENTS: Approval: W alls: Electrical License No: N ~ 2-1 Company: Roof: Stories: Plumbing License No: Company: Residential Units: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions set forth in your application and is subjed to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado orany other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pemit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifcations and any suspension or abandonment has noi exceeded one (1) year. If changes have been or if suspension orabandonment exceeds one (1) year, full fees shall be paid for a new pemit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage probiem. (5) Contractor shall notify the Building Inspector iwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) _ The issuance ot a pemit or the approval of drawings and specificaGons shall not be consWed to be a permit for, nor an approval of, any violaGon of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official ~ . . , F : Application Date: 5 ? fl ~G ' Permit No. Wheat Ridge fire Protection District ~ P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 800340507 303-403-5900 Office • 303-940-0350 Fax • www.wcfire.org m ; n lVame: ctor Inform~tion -Site Information ~T"7* Addmss:'r',~o A.".2~r Agent: ! f..0# . Z E5 :Address: Business: ~ 'tontact: Phone: . * Phone: p ?3b XZ3 . . _ _ _ . . . . w . . - Wheat Ridge Fire Protedion D' fAppliwnt 2ICiREQUIRED?' ' OYES: ❑ NO vimd in.spec6'ans a minimum ofthree days.in advarte at303-4035902 No. a n!Nians system vaiue= ans System Valur- , ...va6iann- n= .Pl 1?tn..: wn. . j,e ~aq May. 10, 2004 2:40PM WHEAT RIDGE FIRE DISTRICT No, 1534 P. 2 WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 807 • 3880 UPHAM SrnEEr • WHEAr Rrooe, CoLoRADO 800340507 303403-5900 • FAX 3039460350 • VYWtw.wtaME.oRG Everetf Miller Construction May.10, 2004 170ll Lincoln Ave. 4200 Parker, Colorado 80134 Re: Modify exisling; 7777 West 3e Ave. #A-126 The following are tfie requirements under 1997 Uniform Fire Code, as adopted by the City Counczl of the City of Wheat Ridge, Colorado. 1. . Bmergeacy egess lighting sball be installed withbattery back-nA Power in tha fronUrear sales rooms. • . 2: A sign on the front door shall state "1``HIS DOOR TO REMAIN TJNLdCKED bURING BUSMSS HOURS". Tlus sign shatl be legtble form the inside o£the business. 3. A 2A=20BC fire extiuguisher shall ba mouated 3 to 5 feet above the flooi, with a rnvel distance of no more than 75 £eet 4. Itepair to the wall were the sinlc i9 to be removed, sball be repaired to the hour rated wall that alre.ady exists. . 5. Ezit conidors shall be axainteined at a11 times, and diuing construction, 6. Fire District inspection to be perforulted before finai approval. Any questioas regarding these iequiremenfs please contact the Fire Dzstrict or myself. Ii y S 'tted, Douglas~~ Fize Prevention SpecialisC a'` ~ ~ ~ t ~ / ' ~ k; ~ a , ~ - ~ ~ ~ ~ . ~ d ~ ~ j t i.~.. , ~ ` i ~ ~ ~ ~ i ~a~ ,z ~r ~ ~ ~ x~ ~ . . , € ~ , _ .s ~ ~ ~ ~ - ; , ~ ~ ~ , , _ _ _ ~_e_ 3 ~ „ I ~ ~ _ _ _ . ~ ~~..w~ ~ ~ ~ ~ ` ;j ~ i ~ ~ ; ~ ; , . . ~ ~ z~ ~ ~ ~ ~ 1 ~ ~I ; ~b~'~~~'~~ i~~;~~` ~ ~~~.~~~v~ E ' ~~~~pl ~ a ' E , .~"`r H ~ t it ",Y ti ~ f , , ~ ~~4. 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' ~ ~ ~ g` $ ti t ; p. ' '~~~t~ ~ i 1~. .,r~ iaf . k f 1 . ~ ~ wa v L a sj ~ 1'w. Z ~ ~ +~i ~t~,,, ~ ''~47 i, , . . . ' 1 ~ ~ ~ ~ . .._r ,e~. r~ v. ...~Y....~.._ . , ,,~~_.w.~.,__..~..,. ~ "t~` ~ J~wY~s:l, ~ \N/ S..~s'~ ~ t m ty ? 4q~ , ~ 1 ~ ~ ~ { _ ~ ~ ~ ~:~p ~ ~u> ~ ~ ~ ~ ~,x y~ ~ , ~ ~ s ~ iW.~~ ~ ~~a ~ ~ ~t~ ~ 'v'~ _ ~ ~ ~ ~ , ~ ~ `l ~ ~y ~ ~ . ~ i ~ ~ ~ ,r~' R~ ~ ! . - r~' r~~~ • t ~ E j ~ ~ ~,k~ . ~ ~ , ~ ~ ~ ~ t 4~' ,r ~  ~ ~ I~ ~ ~ . . . ~ . . , ; ~ ~ . . . ~ . . . , ~ ~ h#~ ~r{ # ~ ~ . , , s , . 3 fr33 >s r s s > ~ ss. > ,3 s A It} <~'r< e € s fs> £ J ff<< .b. s ~,~~E~~~~~~~~~~I~~~ !I r ; i ~ ~ t~ { ' ~ ~ ~ ~ ~ t ~ _ ~ : ~ , r ~f, ~.E ~ ,E~ Eff~, # = E ~ #z E E~ fl~ E ~ f,:~. , r ~ ~ < , H=z ~ , k ~ ~ ~ , ~ , , ~ t~ r~~ ~ ~ t t~ ~ ~ # ~ ~ u , ~ ~ £ ~ . ~ > , <,E.. .~~su:F.~ ~ v~ : . . .x s ~ uu Y ~ . ~ ~ . ~ . r r < <t . ~ IA t . . 3 ~ . , :o . . , . . . u~ . ~ . . . t~ a , d . , ~ ~ t . U'!~ ~1 . . sasssn~€s~nln.4n3 € >msn>t~_~a ~~mmsm~_s.~#~:t.e1~.F~sJ~__..f~.~;.€.,§~...i!~~~~n.~na ,.a_»~r~d£e.u.'~„,,,t~.~5~_P.kVSS~t3..at!tE,.!~.,.e_.~b?.,.1~~3~.€ ,.,a3,~,~y~s,P,~,~~;~..~.v~«€„s~'~°~n,2~A,~,,.a~~2a~J€S'~a~,~bs,~ 1'#~t€.~,r._.t..~...A~l~~~.6~~s'~s'~a'~`~t,~,.a.~+,.~",.,.~,~1...3_,aJ.U,3L~ :,.a~ix>a:f R»m>.~3 f~.~~rm~susca, , , ..ro, ar:.~.~5s.,s:.,u.~sanh'YC.~?,~~'s~~~~E'»~s.. u: 6 Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAW S OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 16048 Tenant Finish OWNER: Western Centers. Inc. ADDRESS: 7777 W. 38`h Ave. A-130 PROPERTY ADDRESS: 7777 W. 38"' Ave. A-130, Wheat Ridize CO 80033 CONTRACTOR: Miller Construction Specialties Inc. DATE 9/12/2003 CHIEF BUILDING OFFICI-A ZONING ADMINISTRATOR Q J) 0 • 0 D ~ z 0 O Z ~~o ~ " -0 11 c m cn 0Dm ~ Z ~ vn~ o < N v ~N-c mC r m0 n ~ rn ~ m ~ m O n 'p m ~ TI m ~ 7] O ~ T m ~ m = ~ 5 "O E B m i co T m ~ 31 m ~ - 77 °o ~ O d Z 5 ? -n p' 3 n 77 o co D ~ ~ 17 °c ~ ~ 3J n c m tp N ~ m ~ ~ ~ 9' ~ L 9- N ~ ~ C ~ , 0 ~ > ~ ~ > ~ 3 6 n w ~ c~OO o z Q < ~ - w ~ 0 ~ ~ w ~ 0 0 Z 0 0 1 0 f ~ W ~ D co co m m z U) G) z m 0 _ ~ m ~ c m 3 ~ o ~ 6 CD ~ (0 CD a O 0 Q ~ J Q o o ~ 0 p O ~ c~ ~ W ~ cCD w; 3 CD ~ ~ O o ~ N 0 ~ O ~ 0 1l o c o_ a 0 ~ 0 0 ~ ~ O N cn o m 3 C) z o ~ z m n ~ 0 ~ ~ C ~ U) G) z D r r o CD m m C/) -u m ~ D Z z ~ 0 ~ _ z cn ~ m O W ~ 0 :0 O m p ~ c ~ CO Z Z ~ w m o n n D z °o ~ O m ~ ~ ~ E 0 Z O O r - z m ~ z 0 ~ m ~ ~ m ~ -4 Cil CD Z m~ U) _ Nm C/) ~ ~ Er > ~ ~ rn m~ O C ~ ~ mv o ~ z rn ~ 0 M O 0 O o^m ~ wD 00 w v~o ~ w w w 4kah ~ C 0-0 ~ ~ m 0 z 0 p Fn- o 1 -0 Z C/) m N ~ :3o ~ r m m r ~ o z 00 7p Z -q m v = m o rn g ~ c v Z F m cn v c v Z Z ~ ~ cn =i cn o N rn Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 15922 Tenant Finish OWNER: Western Centers. Inc. ADDRESS: 7777 W. 38'Ave. #A-110 PROPERTY ADDRESS: 7777 W 38"' Ave #A-110 Wheat Ridge CO 80033 CONTRACTOR: Miller Construction Specialties Inc DATE 8/15/2003 CHIEF BUILDING OFFICIA ZONING ADMINISTRATOR 0 C D O Z ~no ~n-0 =c m 0Dm ~ Z ~ v~~ o cn ° ~N-c mC r m C) (7 m ~ m _I n m O mn N ~ O m N _ w -o C m ~p ^ ~ m (p ~ 77 (D m O 0 ,C g y -n p 3 m O D ~ x O m O o (Q sp (D m . Q° m n ~ 2, Q = co - Q m ~ - O w co (D p~ n o w z w o ~ cn (c 3 CD ~ (a S c 3 m a 3 n ~ m C N a ° W. (0 ~ m ~ ~ ~ ~ ~ ~ 6 ~ ~ (D w ~ c~ a C sp < CD . ~ m cn - ~ ~ Q - N 0 ; ~ ~ o 0 w cm O N ~ O z 0 ~ 0 ~ ~ ~ 0 0 m C z ~ r W 0 < m D Cl) W m m z U) 5 Z m 0 _ -0 m CD C N w 3 ~ o ~ (C) W ~ ~ o ~ a > > o' ~Qa o g * o 1 o 0 0 Z: C w 3 (D ~ ~ o n ~ v. p O ~ TI o c o 0 0 ~ ~ N O Cn J o m ~ c~ ~ O z U) m ~ 0 ~ ~ cz ~ U) c) z D r r o cf) m m ~ ~ m ~ D Z z ~ O ~ _ z U) ~ m ~ O W n 0 m m m o ° c `o y Z Z m ~ ~ m n a p z °o ~ ~ O m m ~ ~ o z ° 1 ~ m { q y 1 r z ~ o ~ ~ o m ~ ~ D ~ m ~ C3'1 C) ~ ~ Z m I Nrn cn ~ =rD rn m~ O c~ m ~ _ v O ~ Z rn m ~ 0 o ~ rn ° . 0 ~ < o ~ D ~ m ~ ~ ~v ~o D W N = Z 7C0 D m ~ M ~ z ~ p No ~ -0 z Cf) m N ~ m m r fJ o z C 5 Z O m -q w v = m o m g M c v Z F m v c m Z ~ ~ I cn cn O =i N N m COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 16048 BUILDING INSPECTION LINE -(303-234-5933) Date : 8/13/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: Property Address Contractor License No. WESTERN CENTERS, INC. 7777 W 38TH AVE #A-130 21725 Company : Miller Construction Specialties, Inc. Phone : 306-1000 Phone : 690-8507 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wbeqt Ridge ordiy)a9ces, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : TENANT REMODEL Construction Value : $54,597.00 Permit Fee : $882.45 Plan Review Fee : $573.59 Use Tax : $655.16 Total: $2,111.20 Use : BUILDING DEPARTMENT USE ONLY SIC Approval: Zoning : ~u~lding Commgnts~ Approval: DM Pubiic~Works Comments~°, Approval : Occupancy : Walls : OK. 8/7103 Roof Sq. Ft. : Stories : Residential Units : Electrical License No : 18821 Company :Solo Heating & Electrical, Inc. (elec.) Expiration Date : 2/28/2005 Approval : OK/KS Plumbing License No :21507 Company :R & R PLUMBING Expiration Date : 1/912004 Approval : OK/KS Mechanical License No : 18820 Company : Solo Heating & Electrical, Inc. Expiration Date : 8/5/2004 Approval : OKIKS (1) This permit was issued in accordance with the pmvisions set forth in yopur application and is subject to the laws of the State of Coloredo and to ihe Zoning Regulations and Building Code of Wheat Ridge, Cobrado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days fiom issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in ihe original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, fuli fees shail be paid for a new permit. (4) No work of any manner shall be done ihat will change Ihe natural flow of water causing a drainage pmblem. (5) Contraclor shail nolify the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with s ssive phases of the job. (6) The issuan pe it or he mval of drawings and specifcations shall not be construed to be a permit tor, nor an approval of, any violation of the pmvisions of b' inpg~gPpppany other ordinance, law, rule or regulation. a O ~ ~ Chief Building Inspec r Please sign Terms and Conditions on reverse side of page. f WHEqT COMMUNITY DEVELOPMENT DEPARTMENT Building Pemut Number: BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE U m 7500 WEST 29TH AVENUE CQ~oRPO~ WHEAT RIDGE, CO 80215 -(303-235-2855) AMICATrON, PropertyOwner: (JyEf9lIE" GFN'BA?_gj (~1, JA~'HlE-(~j'~P~ Property Address: '777'~ w, 38~/}VE 3D Phone :~_30(o'( p " Contractor License No.: 2 j 7 2 5 ComPariY {ryll LI.Ep- C0613T SPF_GA'P-'NE5 //'C~ Phone: j03° 690 -9J'r'D"y O\VNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT Iherebycertifytha[thesetbackdis[ancesproposedbythispermitapplicationareaccurate, COIISYI"UCt10D V21U8:$ 54~647,Uanddonotviolateapplicableordinances,rulesorregulationsof[heCity ofWheatRidgeor PerT1ltFee:$ 1~ covenants, easements orrestrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agee to abide by all conditions pdnted on this P]ffi] ReV1EW Fee:$ es (-j _]3 application and that I assume full responsibiliry for compliance with ihe Wheat Ridge 6udding Code (U.6.C) and all other applicable Wheat Ridge Ordinances, for work under Use Tax:$ thispertniL <:::;:&J'_ da ^ Total:$ ( Owh ER)(CONTRACTOR): nESCiurTioN: ~(~r -?00~ ~en~fi , j~A( 0 4 BUILDING DEPARTMENT USE ONLY SIQ Sq.Ft.: ZONING COMMENTS: ApprovaL Zoning: BUILDING COMMENTS: Approval: a'-' A~~ 8~7~ZO PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof. Stories: Residential Units: ~Electrical License No: C'p~I APluinbing License No;? *Mechanical License No: Company: ~ DU Company: ~~.v. Company: V- 4 ~ 1 ~ ~'1, Expiration Date: Expuarion Date: Expiration Date: O Approval: Approval: Approval: (1) ThiS permit waz issued in acwrdance with ihe provisions set fonL in your application and is subjea to the laws oCthe $ule ofColorado and to Ihe Zoning Regulatlons and Building Codes of V.9ieat Ridge, Coloado or any other applicable ordinances of ihe Ciry. (2) Thispermifshaller.pireif(A)ilieworkauthorizedisnot commencedwitliinsixry(60)daysfromissuedateor(B)thebuildingamhonzedissuspendedor abandoned for a penod of 120 days. (3) 1(this yermit expires, a new permit may be acquired for a fee of one-halftLe amount nomially required, provided no changes have been or will be made in the original plans and specifications and aary suspension or abandonment has not exceeded one (p year. If changes have been or if suspension or abandonment exceeds one (1) yeaq fu➢ fees shall be paid for a new permiL (3) No work otany manner shall be done ihat will change the namral Oow of w•ater causing a drainage problem. (5) Contracror shall notify Oie Building Inspecmr twenty-four(24) hours in advance for all inspec[ions and sliali receive wrinen approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a pertnit or the approval of dnwings and specificafions shall not be consvued to be a permit for, mr an approval of, any violation of the provisions f[huildin codesoranyotherordinance,law,tuleorregula0on. Chief Buildin ispector , , _ ~ ; ~ ~~Kw4~ u . ....~~5 ~~G!?i3S HSt~tI~,Ch['s`~I3.C .Lr"~3Y'd'3~`d a t~(b`61f ,L~3~aNd ~ QIit3~'~I~tS3C] ~t~[.L~tR~La~IO~ a~~ ~ 3.~31c(G`lf7~ `l"~~3~ 57j ~ :5[`JIS3CI ~8 ~J{~Ihlt+lY'CrI ° ~ ,m.~ r G9~ t °0~~ (£f~~l LQ`~-069 f £p£~ '~~t~~t . 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R~ ( r~~9~~~ ~ ~ ~ „`°t°+.: ; ~ ~ ~ ~ ~ ~ ~ ~ a - ~ i ~ ~ ~ ~ = i % ; ~ i ; ~ ~j'~ ~ ~ ~ ~ d ' I ~~1 1 ~ > i + I ~i 1 ~ e?5~ ~ ~ ~ . 4 ~ ~ ~ r~ ~ 41, ~ ~ ~ w _ n k ~.~4. ~.M n_ ~ ~ ~ x , ~ ~ , , , t , ' ~ iA q ,.e`;'"'^~ ~ ~ G Fa . ~ ~ . ~ ~ ,..,,.m~: ~ ' . . ~ ~ ~ f~ ' I ( ~ F ' ~ ~ i ' t ? ~ _,i E"`~'-~- ~ '~~y ~ . _ , M , ~ < ! ~ ✓~3 ' I f h1. . ~L ,,.e i , ~ ~ ` Y'? ~ ~ . ,w~ - . . ~~t~m • 1 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 75982 8/4/2003 Property Owner: Property Address Contractor License No. WESTERN CENTERS, INC 7777 W 38TH AVE #A-110 21725 Company : Miller Construction Specialties, Inc. Phone : 306-1000 Phone : 690-8507 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge,prdinance,s, for work under this permit. (OWNER)(CONTRACTOR)SIGNED7~7~~ DATES, Construction Value : $12,250.00 Permit Fee : $290.30 Plan Review Fee : $188.70 Use Tax : $147.00 Total: $626.00 Use: Description : REMODELING EXISTING TENANT SPACE FOR OFFICE OCC. BUILDING DEPARTMENT USE ONLY Zo~iiri_g Comme,ntSIC : Sq. Ft. : Approval : Zoning : Buil,~ing Comr~;ents ; OK 8/4/03 Approval: DM F~u~lic~Works C'omm$ents:~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18821 Company :Solo Heating & Electrical, Inc. (elec.) Expiration Date : 2/2811997 Approval : Plumbing License No :21507 Company :R & R PLUMBING Expiration Date : 1/912004 Approval : OKlKS Mechanical License No : 18820 Company : Solo Heating & Electrical, Inc. Expiration Date : 4/16/1997 Approval : (1) This permit was issued in accordance wifh the provisions set forth in yopur application and is subject to ihe laws of ihe State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colo2do or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 720 days. (3) If Ihis permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the original plans and specifcations and any suspension or abandonment has no[ exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shali be done that will change the natu2l Flow ofwater causing a dreinage problem. (5) Contracto shall notify ihe Building Inspector hventy-four (24) houre in advance for all inspections and shall receive written approval on inspection card before procee "g ith s c e phases of the job. (8) The' an o or the roval of drawings and specifications shall not be construed to be a pertnit for, nor an approval of, any violation of ihe provj f t d' g dther ordinance, law, rule or regulation. Chief Building Inspectar Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: OF WHEAl ; y BiTII,DING INSPECT'ION LINE - 303-234-5933 Date: ~\%CTTY OF WfiEAT RIDGE 7500 WEST 29TH AVENUE WFIEAT RIDGE, CO 80215 - (303-235-2855) C~C OR PQ~ y~~ 1~UCA-TIO~fi 4 Y Property Owner: LN' c.S` i+ lCtlJ C.Y 7'E'1i"'- 5/ Address: 4 /J) Phone : r16D Property `7 i Contractor License No.: " Company tiu F"' rV..r-, Phone: OWNER/CONIRACTOR SIGNATURE OF UNDERSTAIVDING AND AGREEMENT I hereby certify [hat the setback distances proposed by this permit applicalion aze accurate, and do notviolate applicable ordinances, rules orregulafions of the CiTy of Wheat Ridge or covenants, easements orrestrictlons ofrecord; that all measurementr shown, and allegadons made aze accurate; that I have read and agree to abide by al] conditions printed on this appiicallon and that I assume futl responsibiiity for compliance with the Wheat Ridge Building Code (Ci.B.C) and al] other applicable Wheat Ridge Otdinances, forwork under this pemut. f (OWNER)(CONIRACTOR):S7GNED YDATE 1/(., 6~l.i Construction Value:$ 1,2~ as Permit Fee:$ Plan Review Fee:$Y*X Use Tax:$ Total:$ ~DESCRIPTION: I&'Yu-aOEL EX~sT~'f~-a,i►'s~rT ~p.~-e-~ Pa~ 6FFC,E Gcc, BUII,DING DEPARTMENT USE ONLY ZONING COMMENTS: - Approval: Zoning: BUILDING COMMENTS: ~ ~ a 03 Approval: G PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: RooE *10cmpany: chical License No: l~ t Plumbing License No: ~/c, fl~c Company: SIC: Sq.Ft.: Stories: Residential Units: ✓f~f ~ Aompany: chauical Licens~ii1 Expuation Date: ' Expuation Date: Expiration Date: Approval: Approval: Approval: (1) 17tis peimit was issued in accordance with the provisions set forth in yoar application and is subjec[ to the laws ofthe State of Colorzdo and W tLe Zoning Regulations and Building Coda of WheatRidge, Coloxado or any othu applicable ord'mances of ihe City. (2) ILis pumit shall expire if (A) the wmk authoriud is not commenced witLin sixty (60) days from iasue date or (B) the bWld'wg authorized is suspended or abandonedforaperiodof320days. - (3) IftLispelmitexpsw,anewpermitmaybeacqu'sedforafeeofono-Lalftheamountnomallyrequired,providednocLangeshavebeenorwill bemadein theoriginalplsns andspeci5cations andany suspensionorabandoamenthaznotexceededone (1) yeu. IfchangesLaveban orifsuspeasion orabandonment exceedsone(I)year,full feesshallbepaidforanewpamit (4) No work of anymanner sLall be done faat wiI] change the natuml flow of water cawwg a dminage problem (5) ConiractorsLallnotifytheBuildingInspectortwenTy-fms(24)houniuadvanceforall inspectionsandshallreceivewriltenapprovaloninspecGOncazdbefore (6) 1Le issuance of a pamit or the approval of drawings and specScatlons shall notbe conshued to be a pemri[ for, nor an approval o$ any violation of the pmviri~ f e building codes or any other ordinence, law, rule orregulation. Chief Building spector ApPliption Date: v 67 Permit No. ` - Vi/heat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 800340507 2 303-403-5900 Office • 303-940-0350 Fax ° www.wrfire.org 1n a ContractorInformation Site Information ° Name:~'jftG,M 60l05?: 1VzC1A_v7 5'~ 1f3G Address: 1777 N'. ~ Agent: @EkCT T A 1 G~ L.E ~ 4F;'~ a ta Business Address: 17 01d t. / rq 0 1. !d /~-p! ~ f"F1J~f[~l~. Gt? ~3tl03~r^ Contad: ~3JC Ac '~'T dt?t~LE"e~ H Phone; 6507 Phone: ? a 3 /c 3 G &95,P7 ~ I attest the aboveinformation to be acara[e. I have received and reviewed the Inspemon Compliance and ffie Pee ScAedule. This permit is the ~ . pmperty of the Wheat Ridge.Fire Protection Districc and is issued subject Lo conditions contained herein... Upon any failure of any mndidon.induding ~m failureof clearance of any.permit paymeni, Utis permit is subject to immediate revocation and the permit mus[ be retumed upon demand to a representative of the Wheat Ridge Fire Protection District ' Signature bf Applicanh i . . - . ...M . NOTICE: If construction is slarted prior to ttie issuance of a permit, THREE (3) times the normal fee will be assessed. ~ p, INSPECTION 8Y FiRE PROTEGTION DISIRICT REQUTRED? I'YES. ; NO R1 Post [fiis permitin a ronspicvousp/ace. Kequestrequiredinspertions a mmimum ofthme days~in advancr at 303403-590Z. ~ i' r' V=' IYPE OF PERMIf PORMULA (see fee schetlWesheet) ' FEES Tank Inspection No. of Tanks= ` Review Alarm System Plans System Value= ; Review Sprinkler5ystem Plans System Value= Review Misc. System Plans System Value= ' eview Building Plans Vatuatlon= 'K te Special Handling or Use Plans Valuation= TOTAL PEES DUE Hydrostatic Tests and Dates ~ Comments: IYPE OP PERMIT FORMULA (see fee schedule sheet) FEES - Sib2A55essment(RrSubmitkal)L NoiofSftes° ' Plan R2vision (RrInspeet) . Nd. of Hours AfteY houts in5pectiori . 2 Hours + No. of Hours ~ TOTALFEESDUE` .i ~ ~ t~ Date Paid Amk Paid Method Initials JUL-30-e003 06:18P FROM: T0:3032352857 P:1/2 MCS MILLER CONSTRUCTION SPECIALTIES, INCORPORATED 17011 LINCOLN AVE. #200 PARKER, CO 80134 (303) 690-8507 fax (303) 690-1869 TRANSMITTAL 07/30/03 DARIN MORGAN, Codes Administrator CITY OF WHEAT RIDGE 7500 West 291h Ave Wheat Ridge, CO 80215 Fax (303) 235-2857 RE: REMODEL OF EXISTING at 7777 W. 38`" Ave. #110 WiLMORE CENTER One page sketch follows TYPE OF CONST II-N FIRE ALARM NO SPRINKLERS NO OCC. TYPE B (OFFICE) AREA(S) Storage and accessory 335 sf Office 1233 Total 1568 sf Darin, We are hoping to remodel this space to the proposed plan in as fast a time as possible. My client, the owner, and the proposed tenant, Offices of the Jefferson County Junior Baseball League, desire your approval to allow one single-use (existing) uni-sez toilet room. Since at one person per 200 sq.ft. we only have calculated 6.15 persons, and, since "most all of the time" there will actually be 1 employee present, will you please use your authority to approve this scenario? I will be calling you tomorrow, Thursday 08101/03 to discuss this plan. Thank you for your consideration, Sincerely, ~414~ Everett Milter JUL-30-2003 06:18P FROM: T0:3032352857 ~ A~,F, oNE a-~ Z.U6Ht'fR+P 4 'M r7cA P:2/2 a ~'i~ _ ~io ~DISPoSE OI.D f~F~~T RoW- PRE P ~ N+Ew cWMT, Q~r,T nEw w ~ ~EPAinT Eki~lf` Wh1.1.5 ePu'flR pON1 - IN5't"I`11• ~ DoofLS LINCn' - tnSYA+~ ~vN~~ I g~~Fo~O DooP 15TIwG M S t~.~E,~c,PkHeL 5 ole~G~ Flk~.~ - `_~~y~ ~ght~N II i! 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(OWNER)(CONTRACTOR) SIGNED~~pr-~ zDATE -S"~ Description : /N~4NdF~K-7L~f~/l~ T"4rrGC nlit" Am~ • BUILDING DEPARTMENT USE ONLY o-- n_. ~csm Approval Zoning: ~,mtatiru~c ens 3;5,~ ,,,,s46~ Approval: e/CcAvic tgy ~~1fc%V^' C P_ Approval : Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: Roof : Stories : Piumbing License No : Company: Expiration Date : Approval: Phone : y03 - ~ y Phone : Md,711JI Use Tax : Total : $0.00 Use' ~ ~(~ll~' A " RECE6VED JUN ii g 1998 Mechanicai License No : Company : Expiration Date : Approval: 3V ~ (1) This pertnd r2s IssuM in acmrdance with Ne pmvisions set foM in yopur appiication and is subjecl to the laws o/ the SUte ol Colo2tlo and to the Zoning Regula6ons and Building Code o( VJneat Ridge, Colo2do a any oNer appli`able ordinances of the Ciry. (2) TTis pertnil shall expire if (A) the work aNhonzetl is nol mmmenced wiNm sixty (60) Oays Irom Issue Oate or (B) the huildin9 aNhorized'¢ suspeMeC w abantlonetl fof a period o! 120 days. (J) II Inis pemdt expires, a nen pertnit may be acquired for a(ee ot one-hatt the amount normally requim0, pmvided no changes have been w will be matle in the onginal plars and spedfirations antl any suspension w abanCOnment has nol excee0ed one (7) year. if changes are matle w i/ suspension or aDandonmenl exceeds aie (1) year, full fees shall be paid (or a new pertnlL (4) No work of any manner shall be done thal will Uange the naWral flow of water causin9 a daina9e problem. (5) Conlractw shall notily ihe Building Inspector hventy-four (24) hours in aEvance /or all inspecGOns and shall receive wntlen approval qi inspeclion ord be(ore proceeCiing with successive phases of the'ob. (6) The issuance ol a pertnit w the appfoval o~drawings and spedGwtions shall nol Ee wnsWed lo be a pertnit for, rar an approval oC any NWation of the provislons . 01 the buiiding cod any other ortlinance. Ww. rule w regulalJon. _ G Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 331/2" DATE: 6/.~/98 SCALE: I" = I' DRAWN 8Y: DAVE SALES REP.: DAVE DRAWING a: I APPROVED BY: REVISED: SPECS: J08-SPEECH 4 12' LEGEND UPPER CASEILLUMINATED PAN CHANNLE LETTERS PAN CHANNLE LETTERS ARE IB" TALL WITH YELLOW PLEX FACES 5" DEEP RETURNS PAINTED BRONZE AS PER LANDLOARD ALL FACES WILL HAVE I" BRONZE JEWEL LITE TRIM AS PER LANDLOARD 12°X72" L0G0 BOX WITH BLACK VYNAL LETTERS LETTERS ARE 9" IN HIGHT LOGO BOX WILL HAVE 5° DEEP RETURNES PAINTED BRONZE LOGO BOX TO HAVE WHITE PLEX FACE I" BRONZE TRIM BLACK LOGO BOX AND LETTERS EQUIPED WITH SINGLE RUN ISMM NEON VINYL OVERLAY RACEWAY WILL BE PAINTED BEIGE TO MATCH FACIA SIGNAGE BUILT TO UL SPECS LITE RITE SIGt1S, If1C. 01 5910 1f1GALLS Uf11T R RRVRDR. CO 60003 PHOftE 303-940-7118 FRX 503-940-9193 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * 11 ' Notice 'Z~ Job Located at ~-7 77 l~'~ j~~ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date for Buildfng Dept. DO NOT REMOVE THIS TAG FORM WRB•22 I have this day inspected this structure and these premises and have found the foliowing violations of City and/or State laws gov- erning same: DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8014 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 10/21/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Praperty Address : Contractor License No. : Company 7777W 38TH AVE 20079 SMC CONSTRUCION INC. BUILDING DEPARTMENT USE ONLY OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that i assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $12,000.00 Permit Fee : $188.00 Plan Review Fee : $0.00 Use Tax : $180.00 Total: $368.00 Use: Description : Tenant Finish SIC Approval : MLC Zoning : PCD i', ponew Approval: DM Approval: Occu Aey------Wal4s; ectrical License No : 19953 Company :Center Electric Service Company Expiration Date : 4/29/99 Approval: interior only Okay per comments Phone: 3037661000 Phone: 766-2004 Sq. Ft. : Roof : - 6ta'es : Residential Units : ~ Plumbing License No :19951 Mechanical License No Company :ASI Heating and Plumbing, Company : Inc. Expiration Date : 4/29/99 Expiration Date : Approval: Approval: (1) :,k ' ued n aordance witthe provsons set fodh in yopur ap li "on-a~ subjec tto the laws of the State of Coloredo antl to the Zoning tions antl euidmg :dpg irye6ala9reny-oth ica le oMinances of the Ciry. (2) rmit shall expire if (A) iau[horzed s not commenced within sixiy (60) days from issue date or (e) the builtling authorized is suspended or oned for a perod of 720 (3) ertnit expesa new ey be acquied for a fee of one-halFihe amount normally required, provided no changes have been orwill be made in fhe l plans and speifcaiony suspnon bandonment has not ezceedetl one (1) year. If changes are made or if suspension or a6andonment s one 1ear, fll fees paid for a new pertni[. (4) rk of any manner shall bthatwill change e natural flow ofwater causing a dreinage problem. (5) ctor shall notlfy the Builpector hventy four (24) hours in advance for all inspections and shall receive written approval on inspection card before tliing with successive pthejob(6) suance of a permii or thal of d2wings and specifications s all not be construetl to be a permit for, nor an approval oF, any violation of the provisions building codes or any onance, law, rule or regulation. fl c~ Chief Building Ins ctor THIS PERMIT VALID ONLY WHEN SIGNED B THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 , . CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 8014 10/21 /98 Property Owner : Property Address : Contractor License No. : Company : 7777W 38TH AVE 20079 SMC CONSTRUCION INC. Phone: 3037661000 Phone : 766-2004 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applirable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Tenant Finish Construction Value : $12,000.00 Permit Fee : $188.00 Plan Review Fee : $0.00 Use Tax : $180.00 Total: $368.00 Use: Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approvai: (1) This permit was issued in accordance with the provisions se[ forih in yopur applica6on and is subjeci [o the laws of the State of Coloredo and fo the Zoning Regulations and Builtling Code of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) ihe work au[horized is not commenced wi[hin sixty (60) days from issue date or (e) the builtling authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmenf has not exceeded one (i) year. If changes are made or if suspension or ahandonment exceeds one (1) year, full fees shall be paid for a new permit ' (4) No work of any manner shall be done that will change the naturel flow ofwater causing a dreinage problem. (5)" Contrector shall notiTy the Building Inspector hventy-four (24) hours in advance for all inspec[ions and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings antl specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other oNinance, law, rule or regulatiort 1) 0~1 L'Q_n b ( 1~1 Chief Building I pector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Wi Co+~/~wr Property Address : ~ 4~•~-~ ? ? r.v - Phone 777. 38 2~~ca Contractor License No. : .2pO x'j Company: S,,✓/ C dekyS 7d'lPC-~~'~ ~~C Phone Building Permit Number : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback disiances proposed by this pertnit appliwtion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restriRions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appliwtion, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances for work under this pemit. (OWNER)(CONTRACTOR)SIGNED DATE~U/~ Description : /C'~~o;~i7` Construction Value Permit Fee Use Tax Total Use: (Ic) mm BUILDING DEPARTMENT USE ONLY Date : 36~ ~G 1o~i t ~ o0 $0.00 . APProval : zoning : PC~ amrareaseEsffren-c~s pX_ ~ Ce~,rne~}s Approval: P.Q61C~•1NbLt'.~~~fi Approval: Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: Sq. Ft. ` RE~ ~ c- r~'Lo~ Qt` T 16 1448 Roof : Stories : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approvai: Expiration Date : Approval: (i) This pertnil was IssueC in aaoidance with the provisions set forih in yoDur appli(ation and is subject to the laws al the SUte o( Coloraao and to the Zoning Regula6ons antl Builtlirg Code o( VJheat RiOge, Cobrado w any other applicable oNinances of the Ciry. (2) This permit shall expire it (A) the xrork auNOrized is not commenced wiNin sizty (60) aays hom Issue Cate ar (e) the builtling authorizeE is suspeMed w abaMOned for a perlo0 of 720 days. (J) I( Nis pertnit expires, a new pertnit may be acqWred (or a lee ol one-hatl Ne amount normalty requimE, proviEeE no changes have been w will be maCe in the original plans and spetlficalions and eny suspension or abandonment has not exceetletl one (1) year. If rhanges are maGe or if suspension w abandonment ezceeds one (i) year, full fees shall be paid (or a new peimit (4) No work ol any manner shall be dooe that vnll change the naWral tlow of water causing a d2inage problem. (5) ConVactor shall rroGfy the BuilCing InspeU or hvenry-four (24) hours in advance lor all inspections and shall receive written aDOfaval on inspeclion pN Defore vro~xcbiing wilh successive phases ot Uhe'ob. (6) iTe issuance of a pertnil or the approval o~Erawings and speciffations shall nol Ee consWed to be a pemut lor. rror an approval o( arry Nola6on of ihe provislons . ol the b'Mgg codes or any other ortlinance. Ww, rule or regulaGon.. ~ Cltkf Buildi nspector For Mayor THIS PE MIT VAIID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND IVIAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Wilmore Shopping Center W.38TH AVENUE i Contact: LAwsiong Lwiquor Store ~ ~ ~ ~ 0 W ~ ~ It ON ~ 0 .13uual~x.TQ L iquo r Store D I ~ ~ O ~ ~ > ~ ~ 0 iauDa 3AJa ~ ~ ~ CD ~ ~ Q ~ -o ~ ~ ~ Q ~D w ~ 0) ~ ~ ~ 0 ~ I ~ ~ O ~ E -3 ~ -a ~ ~ 7) Q ~ ~ ~ ~ D ~ ~ O C D n ~ Q ~ w ~ ~ ~ 0 D ~ ~ O 7-1 C~ n r-f- ~ -o n Q -7~ Q ~ w ~ ~ HMH aal 3;o-4nuS ~ cr 0 D I ~ ~ O -T-1 ~ Q ~ ~ ~ ~ Q ~ W ~ ~ ~ ~ O D I ~ ~ O --E~ ~ ~ ~ ~ ~ ~ Q ~ W ~ I D O C D n ~ Q ~ w ~ ~ ~ ~ 0 D I ~ ~ ~ F-T-1 cD c~ ~ ~ ~ Q ~ Q ~ W ~ ~ HMH aoJ jja-;n4S 0-) cP 0 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 5233 ` BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 6/5/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 7777 38TH AVE Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Whea idge ordinan e, fo ork under thi5 permit. (OWNER)(CONTRACTOR) SIGNED ? ~DATE 4S~ 9 Phone: 423-3066 Phone : Construction Value : $0.00 Permit Fee : $0.00 Plan Review Fee : $0.00 Use Tax : $0-00 Total: $0.00 Description : 4 BANNERS-2 18' X 4', 2 3' X 10'. LOCATION PER APPLICATION Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~?~a'i~~F~~~ 1' ~ (1) This permi[ was issued in accordance with the provisions set forih in yopur application and is subjec[ to the laws of the State of Colorado and to the Zoning Regula[ions antl Buiiding Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work au[horized is no[ commencetl within sixty (60) tlays from issue date or (B) the building authorized is suspendetl or abandoned for a penod of 120 days. (3) If this permit expires, a new permi[ may beacquired for a fee of one-half theamount normally required, provided no changes have been orwill be made in the original pians and specifications antl any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonmen[ exceeds one (7) year, full fees shall be paitl for a new permit (4) No work of any manner shall be done thatwill change the natural Flow oFwater causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspedions and shall receive written approval on inspection cartl before proceediing with successive phases of thejob. (6) The issuance of a permit or the approval of drawings and specifica[ions shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of the buildin co es any other ordinance, law, mle or regulation. . Aavio~ Chie Building Insqe~ctor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: f~~✓~ i vhir' l o r/~r- l= Pro e~Address : ~77 7 3~r ~ ~ve Uri ~ 1ao PY Phone: L/a 3- 306.~ Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with ihe Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, (or work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : , d Permit Fee : Plan Review Fee : Use Tax : TOtal : i-G Description : 4-1 L ,~rar7er5 - SPP 1iL-7'1N-c 4C'c1- i&l /rirore 1,'2, o or S ~ BUILDING DEPARTMENT USE ONLY Zoriin~*C"'fiTS'~ n~~ SIC : Sq. Ft. : Approval: ~ 5 ~ ~ ~ , Zoning : Buifdin~c ,'iGomments:~ Approval: P7bl o en Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No ; Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pertnitwas issued in accoNance wiM the provisions set forth in yopur applira6on and is suhjett to the laws o( the State of Colorado antl to the Zoning • Regulations antl BuilCing Code of VJheat Ridge, Colorado or any other applicable ortlinances of the Ciry. ~ (2) ihis pertnit shall expire if (A) the work authonzed is not commencetl within sixry (60) days trom issue date or (B) ihe building aulhonzed is suspendetl or abandoned far a period o(120 tlays. (3) If this permit expires, a new pertnit may be acquircW for a fee of onrhalf the amount normally required, provided no changes have 6een or will be made in the onginal plans and specifications and any5uspension or ahandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (i) year, NII tees shall 6e paid for a new permiL (4) No work ol any manner shall be done that will Uange the natural tlow of water causing a tl2inage Oroblem. (5) Contractor shall notiy the Building Inspector Iweny-lour (24) hours in advance for all inspections and shall receive wnrien approval on inspection cartl before oroceediing with successive phases ot lhe jo6. (6) Yhe issuance of a permit or Me approval of drawings and specifiwtions shall nol be mnstrued to be a permit for, nor an approval of, any violation ot Ihe pmvisions of the builtling codes or any other ortlinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ W ~Imor~ l~'mu-ccy'~ - , , , ,i ~ ~A N►Jffr bn( 3~ QllC-' P-'T .;2) ( Ba~►vr~' or•l V~l~c~:q.uor*~ 1 ~ ,!~N -F'2on4- oP 34~1c~«uG _ _ _ _ BUILDING DEPARTMENT 237•6944 Ext. 255 CITY OF WHEAT RIDGE . . Correction Notice Job Located at...... I have this day inspected this structure and these premises and have found the foliowing violations of City and/or State laws governing same: r, Date.....'< y . . . . . - i r..~ r~-~.3:' . Inspector for,Building Dept. DO NOT REMOVE THIS TAG FORM WR6-32 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4856 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 4/9/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 7777 38TH AV Contractor License No. : 18329 Company : Apex Plumbing OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compiiance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl~eat Ridge din n es, forwork under this p rm t. (OWNER)(CONTRACTOR) SIGNED s DATE Phone : 766-1000 Phone: 4670787 Construction Value : $600.00 Permit Fee : $24.75 Plan Review Fee : $0.00 Use Tax : $7 20 Total: $31.95 Description : REPLACE ONE 1-1/2 BACKFLOW PREVENTER AND ONE 1" BACKFLOW PREVENTER WITH APPROVED REDICED PRESS. BACKFLOW PREVENTERS BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : FQ~~~~ €i~3k2~~~~ ~::~..~`a.'. Approval : Zoning : $UI~dl,~?5s„~~j Approval : 1 ~~~E?5 ~ra~ Approval: Occupancy : Walls : Roof ' Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Expiration Date : Approval : Company: Expiration Date : Approval: Company : Expiration Date : Approval : (1) Thispermit was issued in acwrdance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to Ihe Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wM1hin sirzty (60) days fmm issue date or (8) the buildin9 au[horized is suspended or abantloned for a period of 120 days. (3) if this permit expires, a new permit may be acquired for a fee of one-half the amount normaity required, provided no changes have heen or will be made in the original plans and specfirations and any suspension or abandonment has no[ exceeded one (1).year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shali be paitl for a new permit. (4) No work of any manner shall be done that will change the natu2l Flow of water causing a drainage problem. (5) Contractor shall notiry [he Building Insp.~ectortwenty-four (24) hours in atlvance for all inspections and shall receive wriften approval on inspection card before (6) successive Building Inspector igs and specifcations shall no[ be construed to be a permit for, nor an approval of, any violation of the provisions ruleorregulatioa . THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :~`g /g 7 7500 WEST 29TH AVENUE ~ lWHEAT RIDGE, CO 80215 - PropertyOwner: Lov~ /y"~ Propetty Address : -7 7'7 -7 fiJ Phone : 7~ r 000 Contractor License No. ~ Company: Ap-ey-P~~7 Phone: 41&7 b_7e67 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that i have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W t Ridge ordi ance~p for work under this p rmi (OWNER)(CONTRACTOR) SIGNED DATE '7 Description g4Dw BUILDING DEPARTMENT USE ONLY Zofiin C;~n~~ SIC : Sq. Ft. : Approval : Zoning : B'uiftl~n",g~Co; ~nnri ent"s:] Approval: P...~b`Iic~9W8PKK~t*C6ltir"F~efit"s~ Approval: Occupancy : Waiis : Roof : Stories : Residentiai Units : Construction Value : &000~ , Permit Fee : Plan Review Fee : Use Tax : Total : (f) I " ~rev ov A Electrical License No : Plumbing License No :('7 ge4 -716 Mechanicai License No : Company : Company : Company : Expiration Date : Approval : ~Plan . e Expiration Date : Approval: IM JL' „sff,_. ~ Expiration Date : Approval: Lti~s?R~i~eiJ~. (7) This pertnit was issued in aaortlance wilh the provisions set forth in yopur application antl is subjed to the laws of the State of Colorado and to the Zoning Regulations antl 8uildiny Code o( Wheat Ridge, Colorado or any other appliwble ordinances ot the City. (2) This permil shall expire if (A) the work authonzed is not commenced wilhin sixry (60) days from issue tlate or (B) the building authorized is suspendetl or abandoned (or a period of 120 days. - (3) If this permil ezpires, a new pertnit may be acquired for a fee ot on&-half the amount normally required, provided no changes have heen or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change the natural flow of water causing a tlrainage problem. (5) Contrector shall notify the Building Inspedor lwenty-four (24) hours in advance for all inspections and shall receive writlen approval on inspection carcl before proceediing with successive phases of the'ob. (6) The issuance o( a permit or ihe approval o~drewings and specifca6ons shall not be wnsVUed to be a pertnit for, nor an approval of, any violation of the provisions otthe building codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Certificate of Completion AND/OR Compliance CITY OP WI ILA"I RIDGI: 7500 w. 29 rH avr?:uE. WHC-ATRIDGE.CbLORAtJO 50014 THIS CER77FICATE VERIFIES THA F THE 13ROPER7 Y DESCRIBED BE1.OW. DOES COMPLY WITH THE WHGAT RIDGI: BUILDING CODE, 70NING AND OTHER RELATED LAND USE AND DEVtiLOPMLNT LAWS OF THE CI IY OF WHEAT RIDGL-; FOR THE FOLLOWING PURPOSI;: Medical Rehabilitation Facility OWNPkutheran Med. CenterADDRGSS8300 W_ 38th AvenuP CON"IKACI'02 C & L Construction _ PROPGRTY ADDRESS 7777 W 38th Avenue #119 I 11 125 DA TE2/4/97 CHIEF BUILDING OF3 I "I_ONING ADMINIS'rRA 0 0 ~ z 0 CD ~ m v 0 ~ Z 0 m ~ v z m ~ a m 0 ~ ~ R~ o' T m N 3 ~ 37 O ~ Q° ~ ' 'rl ~ ~ 2 d ~ ¢o ~ ~ "0 3 ~ 5 171 ~ N ~ R1 ~ N Q ~ 37 m ~ 7 31 o ~ ~ O ~ > SD ~ ~ j > TI ~ i w w ^ ~ U2 CD ~ C Q v+ ; - 9 ZO ~ ~ v ~ O ~ N N N ~a a ~ ~ y ~ ~ ~ O D O O fQ U3 y 3 x -o m ~ 0 C n ~ ~ V n . 7 ~ N ~ ~ ~ 0 7 0 Z O ~ 0 ~ m -n 0 m C Z r 0 < m 2 ~ U3 m m Z co 5 Z m 0 x v m ~ c ~ n ~ n n G) 1 G) G) ~ O (p O 0 a 0' :E a a T O O O ~ x O C m z 0 0 z 0 ~m m C 1 F ~ 0 m 2 Cl) W m m z CO G) z m 0 m 0 ° m - 0 n ¢ 1 7 N O ` 3 O p ~ C ~ 7 m N ~ y W 1 Q ~ r'a O O 0 - y E J ~ ° m o 0 1 0 Z cn -p n O ~ ~ c Cf) ~ z ~ r o ~ D ~ y 0 m m (j) -o m 33 D Z Z ~ 0 ~ ~ Z o U, 0; W m 0 0 ~ N D ~ N ~ ~ ~ O ~ 9 ~ ~ 2 0 33 _ 0 ~ x a ~ m -~i p ~ C ~ ~ m o x z ~ ~ 3m1 ~ ~ O n R~ r n 0 ~ N C'F Z ~ r 0 ~ ~ V 1 4~ ? ~ ~ 55 C: m 0 , N f+ , LO 14 ~ m 0 0 0 c D Z { V V V w x ~ rr S n (D ~ ~ m CD 0 v ^ s ~ m m 0 0 ~ v 0-4 ~ 40 m ~ Cl) I ~ ~ ~rn S 7\ rn ~ Z c _ m v ~ rn ~ O r O w~ > O vv No .p CYI (c CP3 C11) ~ • O c 0 m cl) m 0 Z ° o ~ -4 ~ Z rn no N CO) ~ rn m r~ A o z C 0 0 m Z ~ m v = -n m C o M . ~ o - ~ m Z z ~ ~ r ~ Cl) N o N m DF-PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4469 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 1/16/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : 7777 38TH AV #119 & 125 Phone : Contractor License No. : 17235 Company : C& L Construction Company, Inc. Phone : 979 0271 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable WheatRidge ord'aes, for work under this permit. (OWNER)(CONTRACTOR) SIGN DATE o2 q Description : UPGRADE AND RELOCAT OR Construction Value : $1,800.00 Permit Fee : $57.75 Plan Review Fee : $0.00 Use Tax : $21.60 Total: $79.35 Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permitwas issued in accordance wi[h the provisions set forth in yopur application and is subjectto the laws of the State of Coloredo antl to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) Ue work authorized is not commenced within siMy (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or iF suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a tlrainage problem. (5) Contrector shall notify the Buildin9 Inspeciortwenty-four (24) hours in advance for all inspec[ions and shall receive written approval on inspec[ion card before procee with successive phases of the job. (6) The j s nce of a pertnit or the approval of drewings and specifcations shall not be consVUed to be a permit for, nor an approval of, any violation of ihe provisions of tlSe ildina cg9es or any o[her ortlinance, law, rule or regulation. Building inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 091 RIDGI HRI PRO1IC110f1 DISTRICT P.O. Box 507 3880 Upham Street Wheat Ridge, Colorado 80034 7anuary 16, 1997 (303) 424-7323 To: 7ohn Eckert Chief Building Official City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Remodel of Wilmore Center For Lutheran Medical Expansion, Units 109/111/125, 7777 West 38 Ave., Building B. Dear John, After a review of the proposed remodel for Lutheran Medical Pulmonary at Wilmore Center for Lutheran Medical Pulmonary, I am submitting the following information /requirements conceming this project. 1. The fire alazm system that is currently installed in unit 109/111 is connected to the 113 section of the building that was formerly offices for Lutheran staff. The alarm system will have to be removed from the existing system and a new system installed in the remodeled portion between units 109/111 and the new section of unit 125 that will be opened into for Pulmonary. 2. New emergency lighting will need to be installed in the new units as necessary. 3. New fire extinguishers will be needed for the area. The eactinguishers can be five (5) pound ABC's that can be located prior to occupancy. New keys will be needed for the Knox-Box that is currently installed on the building. 5. There may be additional issues not addressed at this time that will be addressed as the need arises. Should there be any questions, the contractor can contact me at (303)424-7323 to set an appoinhnentto addressthe concerns. Respectfully, ~~,u~/,a2rv~w `13ave Roberts EM., W.R.F.P.D. cc:file Lar G. Potthoff, President LRobert W. Pie - Executive Vice resident Richard D. Glick - Superintendent Tomas J. Wolfram - Assistant Projecf Manager Sherrie Hamilton, Projecf Administrator DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Property Owner : ~ 64^ /✓1 #ll g " i a , Property Address :?7`7'7 d. 38"' Ae, W"ty,8i C,9Phone : Contractor License No. : 17036 company :Cf L Co. 7~_ Phone : ,3 7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that i have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for complian with the Wheat Ridge Building Code (U.B.C.) and all other applicabl~h~at,~2idge ordins, for work under this pefmit. (OWNER)(CONTRACTOR) Description : Ce✓/ e_~ Y~ ~r,7i,5`i Approval: Zoning : SIC : Sq. Ft. : Approval : R~ bliclWSflt's~,~fits~ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Piumbing License No : Mechanicai License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approval : 10 Mlan eq._.e ~ ~ ~PCan~T,~ReqYii_~ed (1) This pertnit was issued in accordance with the provisions set forih in yopur appliwtion and Is subf'ect to the laws otihe SWte of Colo2do and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances otNe City. (2) This permit shall expire if (A) the worK aNhonzed is not commenced within sixty (60) days from issue tlate or (B) fhe builtling authorized is suspended or abandoned for a penod of 720 days. (3) It ihis permit expires, a new permit may be acquired for a fee of one-half lhe amount normally required, providetl no changes have been or will 6e matle in the original plans and specifcations antl any suspension or abantlonment has nol ezceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (i) year, full tees shall be paid tor a new permit. (4) No work of any manner shall be done that will change the naWral flow of water wusing a dreinage problem. (5) Contractor shall notify the Building Inspeclor hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediin ~vith successive phases of ihe ~ob. (6) The iss 0te of a ertnit or the approval ~drawings antl specificatians shall not be wnsWed to be a permit tor, nor an approval of, any violation o( the provisions of the i 8in9 c es or a/ny other ordi nce, law, rule or regulalion. ( C ef uilding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : /e45Z~ ~ Permit Fee : Plan Review Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY _ W'ima~ Shopp~ng Center ~ ~ BUILDING ~ A ~ I ' 3a.230 5f ! ; ; ~ I I~ IJ (1TT77MlR, i ~.1 i II I III I I I IIII III I 1 I (-1_Lll11111-1.I..L1.L ~ _ _ _ _ 7 , - i~ ; = vnd n I BUILDING ` 19.890 I z^----------- ~ MIDAS iI -jj MIIIILrI L W. 38TH AVENUE n 0 ~ 0 ~ ~ = 98THAVE. x E ~ r m a ~ 26TH AVE, m COLFAX 03\1,A&A ~ ~ .n~ R~ n y-_ s ~ f- _ s • X -17 % I °t. n \ / ~ M z m 0 m Z 000 Ncm 0 D ~ m ~Nv c 2 (n =1 m C r nvn m m ~ C) O mn ~ st~ w = y c~o w 3 .y ' O ~ tt° w to m ~ ~ 90 y v_ c ~ ~ m ~ ~ w ~ w m cmi 0 m a ~ co ~0 w m > 7o O v ~ w > 5 j -n 5' ~ SD J ~ N p ~ C Q 0 ~ T . ~ ~ o D o c c N ~ N (a O2 Z m L7 c 3 3 a3 ~ 9 ~ Qo 'O (c ~ ~ fm tn ^ ~SD Q= a 0 a ~ ~ m m C) ~ 31 2 ~ m (a CD ~ 0 N ~ Q R ~ o 0 ~ ° „ 0 ~ c Z ~ . ~ ~ 0 < m kR~ co m m Z Z 0 m m ~ N 0 ~ ~ z 0 0 Z ~ m m --I m c Z -i r 0 < m 2 D ~ co m m Z C0 5 z m v ~ ~ ~ ° ~ fU 7 N 0 O o ~ C (D p ` ° a 0 :3 v , 'O y ~ o co . o O ° N 7 cc CD O n ~ 3 Z ~ z ~ n O ~ ~ ~ ~ Cf) ~ Z D r r 0 co D 1 y n m m Cf) v m m D Z Z ~ O ~ ~ z 0 ~ -o W m ~ ~ ~ D 0 O ~ ~ 0 m x z v o o v o m m c"> D~- ~ o ~ ~ Z r'F N 0 -5 < (D a ~ 0 ~ _ n El m -~i V V V V E W (D ~ w 0 p °n ~ m ~ ~ m 0 ~ ~ ~ ~ ~ rn ~ ~ m 0 n Z ~ < 0 c C3'1 Q G ~ VI ~ Z m U) ~ ~rn ~ ~ rn a ~ m 0 c~ ~ mv O ~ Z rn ~ 0 M O 0 o O^~ ~wa 00 W v~o ~ ~ c~ w w ~ mq V/ Cl) m ~ a N m n Z ° o 0 ~ N Z m -0 ~ Cl) ~ m r m r - A v Z C ~ ~o z m v = m O m C ~ c v Z c c i ) v m Z ~ ~ 0 ~ ~ 0 ~ N m DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4132 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 10/31/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 7777 38TH AV #130 A Phone : 761-1000 Contractor License No. : 17235 Company : C& L Construction Company, Inc. Phone : 979 0271 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $3,900.00 I hereby certify that the setback distances proposed by this permit application are accurate, Pefmit FeB : $88.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or 00 $0 easements or restrictions of rewrd; that all measurements shown, and allegations covenants Plan Review Fee : . , made are accurate; that I have read and agree to abide by all conditions printed on this $46 80 application, and that I assume full responsibility for compligucq with the Wheat Ridge Building US2 TaX : . Code (U.B.C.) and all other applicable Wheat c,i or 'rfa €s f der this permit. (OWNER)(CONTRACTOR) SIG DATE S~ I Total : $134.80 Description : TENANT F ISH Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accortlance wi[h the provisions set forth in yopur application and is sub1"ect to the laws of the State of Colorado and to the Zoning Regulations antl Builtling Code of Wheat Rid9e, Colorado or any otherapplicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixly (80) tlays from issue date or (6) the building authorizetl is suspended or abandoned for a period of 120 days. (3) If this permif expires, a new permit may 6e acquiretl for a fee of one-half the amount nortnally required, provitled no chan9es have been or will be made in the original plans and speafcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be tlone that will change the natural flow of water causing a draina9e problem. (5) ConVactor shall notiry the Building Inspeclorhventy-four (24) hours in advance for all inspeciions and shall receive written approval on inspection rard 6efore proceetliing with successive phases of the job. (6) The issuance of a permit or ihe approval of drewings and specifications shall noi he consW ed to be a permit for, nor an approval of, any violation of the provisions of the building c es any other rdinance71 w, rule or regula6on. Chief B ild ng Inspector THIS RMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE dc.T 2~15~e WHEAT RIDGE, CO 80215 Property Owner : (f a '41-1 Property Address J 77 I'd `5,P Phone : ~ei ° " Contractor License No. -7 2- ~ ~ ,JL Phone: Company: 'f-~ L,/.,,1 ~ ~a7 / OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this permit application are accurate, PEI'fTtIY FeE : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or easements or restrictions of record; that all measurements shown, and allegations covenants Plan RBVI@w Fee : , made are accurate; that I have read and agree to abide by all conditions printed on this Wh t Rid e B ildin li ith th f Use TaX : 3~ b C) ea g u g ance w e or comp application, and that I assume full responsibility Code (U.B.C.) and all other applicable Wheat Ri ge'ordi s, for work under this pertnit. SIGN DATE CONTRACTOR OWNER Total : ) ( ~ Description rtJ+s BUILDING DEPARTMENT USE ONLY Z'oniri ~Gommenf ~ Approval : Zoning : Buifding C_omments:~ Approval : Approval : Occupancy : Walls SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Expiration Date : Approval : M grIan~Rec~ Company : Expiration Date : Approval: in oPi3iis Rw., Company : Expiration Date : Approval : lm ~Pians'~tteq~5i~ed. (1) This permit was issuetl in accorUance with the provisions set forth in yopur application antl is subject to the laws of the State o( Colorado and to the Zoning Regulations and Building Cotle of Wheat Ridge, Coloretlo or any other applicable ordinances of Ne City. (2) This permit shall ezpire if (A) the work authonzed is not commenced wilhin sixry (60) days irom issue date or (e) the building authonzed is suspended or abandoned for a period of 720 tlays. (3) If this pertnit expires, a new permit may be acquired for a fee ot one-half the amount normally required, providetl no changes have been or wiil be made in the onginal plans and specifications and any suspension or abandonment has not exceeded one (i) year. It changes are made or if suspension or abantlonment exceeds one (i) year, (ull fees shall 6e paid for a new pertnit. (4) No work of any manner shall 6e done that will change the natu2l flow of water wusing a tlrainage problem. (5) Contrect shall notify the Builtling Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection caM before procee i g with successive phases oF the 7ob. (6) The is nce of a/pertnit or Ihe a¢proval o( tlrawings and specifiwlions shall not be construed to 6e a pertnit for, nor an appmval o( any violation of the provisions of the ilding cqdes or any othAr artlinance, law, rule or regulation. Inspector For Mayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUfLDING INSPECTOR AND MAYOR CAIL: 234-5933 24 HOURS PRIOR TO INSPECTION OR1 RIDGI flRl PRO1tCTI0H DISTRICT P.O. Box 507 3880 Upham Street Wheat Ridge, Colorado 80034 (303) 424-7323 October 31, 1996 To: John Eckert Chief BuildinR Oflicial City of Wheat Ridge Wheat Ridge Co 80033 Subject. Building comment review for Space Matters, Data Accounting & Tax Service, 7777 W 38 Ave, Unit A-130 Dear John, After conducting a plan review for this project, ] am submitting the following comment/requirQments: 1. Provide 2 five pound ABC fire extinguishers, one to be ]ocated in the front area of the occupancy and one to be located by the rear exit in the Iile room. 2. ]ssues not addressed at this time will be addressed as the need arises. The contractor/developer can contact this office regarding any concerns they may have. Please contact 424-7323 to schedule an appointment as needed. Respectfully, Dave Roberts Fire Marsha] Wheat Ridge Fire Protection Uistrict OCT 31 '96- 0575BRM CONAM COL'ORADO--TG RhID TWt SRUCS 303 424 0322 P,3/3~12 "A V ri: T ~ ~ ACCWNTING 8 TAX SERVICES October 28, 1996 ConAm Attn: Mike Haqgard 17868 CottOnvood Drive Parker, CO 80134 Geritloman: Data Accouatinq & Tax Services, Inc- vill bn occupying Unit A-130 !!l9ctiVS beCemi~er 1, 1996. 6uT stafP wiil eonsist o€ turEe (3) fiill time amplaysas and one 8art tima amp16Ysa. Sf you raqufre anY adflitional intormation, pl2ase advise. DATA ACCOIINTING & SERVICES, INC. ~~r C~L+~ 3798 MARSIUII 8SRlET, SU[TE 2' YNFJAT RW6E, fA 00033 '(30S) 424•035T ,1 ~0 ~•i,. _ J hylli Wis~ cher P President TOTAL- P.02 ~ ~ 3 ~ ~p ~ ig ~'1 ~ i ~ fitt ~a ~ i~a ~ a _ _ ~g ~u 1 3 tp ~ (P ,p W ny ~p ~ ~ ~?~ry _ r[9~?~ "a.•t wa ~ ~ ~Iy.,~ ~ C`~ ~ 1i YCtl m f~tJ1--'X~ ~ ~1 ~1 fV~Et }j'].~~'' q] ry~ n ! . ~ ~ ra~ R w~ . Pf"" ~ .F^` . ~ ,S_ tl iS. f~ ~!°i . . .5. . 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' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4168 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 11/7/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 7777 38TH AV #A 130 Phone : 979-0271 Contractor License No. : 18819 Company : Electrical Contracting Services Co. Phone : 7777737 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable I at Ridge~Qj~y~ a , f r work under this pe mi (OWNER)(CONTRACTOR) SIGNE ~~'"'~!i-o DATE I 7 Description : RELOCATE 2 EXISTING FIXTURES; 1 POWER SUB-CIRCUIT Construction Value : $400.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $4.80 Total: $49.80 Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval: (7) This pertnit was issued in accortlance with the provisions set forth in yopur application antl is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheai Ridge, Coloretlo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work auihorized is not commenced within sixiy (60) days from issue date or (B) the building authorizetl is suspended or abandoned for a period of 120 days. (3) IF this pertnit expires, a new permit may be acquired for a fee of one-half ihe amount nortnally required, provided no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the naturel flow ofwater causing a drainage problem. (5) Contrector shall notiiy the Builtling Inspec[or hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspeclion cartl before proceediing with successive phases of ihe job. (6) The iss~ ~yance of a permit or the approval of drawings and specifcations shall not be consW etl to be a permit for, nor an approval of, any violation of the provisions of ihe bphlding cddes or any o[her ordinanyg, law, rule or regulation. iilding Inspector PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION ~ \vli 'oh.l -_1 c n » o n + e s ~ e a o e c' ~ o o ^ o m~ a o o ~ ~ c v a o E ~ Q' O N¢ ~ n O 0 0 ~ ° ' • ° y 7 a 0 ~ u - o m o o~ o Y = u n p n= N u A o p _,o ~ a E ~ m o 3 ° ~na 3. o i ~ E o 0 0 v c s9 -o o' 0 C) O -I C -0 0 _ U) O cn m ~ mna D m 3 ~ mXX a ~ 00 m x m m m Z ~ Z N ~ m c) O m n ~ ~ m A m N 2 0 ~ = ~0 G ~ D 0 y U) r C m Z 'NU r o D ~ ai Z w C, Z ~ m 'R N 2 o D ~ O o K -Ci O m r S m m R o i Z ~ m E 3 -i i v z C ~ a z m m $ ~ r f*7 m v' Z o ~ ~ O y j D ~ i 0 N < ~ m m 2 (l !~n ~ p ; m ' -1 D Z m m < n < C pz N -4 m ~ _ o r y N c i rtl ~ n m m Z G7 ~ F fD m ~ p ~ m ~ m N O ➢ o x a1 ~ p z ~ m ~ x ~ vri ~ m r m ~ 3 f -1 O O N C T O D C f 1 41 A N Z N m ~ ~ N f n T S F Z ~ ~ 2 I - z O _ i - g ~ A N D r 1 f D £ y m * m -1 = m D ~ 1 ➢ ~ D m w n m Q F ~ m c z ~ m m o y r m N Z C N ; m m O Z G) 1 -0 m ~ N ~ Z 0 ~ W O A ti x z Q ~ c ~ o m O a -1 ~ Q ~ m. 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Z 311rtS '133815 lItlHSatlN 96L£ quapisazg iauoszM ~TT~ud ~ , •ox2 =a~ xzstznooo v vsva •asinpa assatd 'uoiqL~uzo;uz Zguo?lZppE AuE astnba= noA 3I •aadotdm[a amTq q=vd auo pup saaAotdma amt4 Ting (C) aazxn 30 4stsuob Z'[?M ;;gls ano '966T 't =aqmaOad 6n?qOa339 oET-*d 4tun butddnooo aQ ittm 'ou= 'sao?n.xag xes 3 buTqunooovZ E-4EQ :uaMat-Wa9 b£L08 00 '=aX=Ed anz.zQ pooeau04400 898Lt paebbeH aXLys :u445.* MVUoZ) 9661 '8Z zaQoqoO S3JIAN3S XVl '8 JNI1Nf1073tl Z0'd ZZE6 7Z7 202 SJf121S Xdl QNti 91OJtJ ti1dQ ` 25:95 966Z-6Z-1o0 G'EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4170 _ BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 11/7/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 7777 38TH AV A 130 Contractor License No. : 18134 Company : Advantage Sign Co. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and aqree to ide by all conditions printed on this application, and that I assume full responsibilih~ o compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea i e ordinances, for ork under this permit. (OWNER)(CONTRACTOR) SIGNED ' 7N~ ATE l~ Description : 1 SET OF 18" ILLUMINATED LETTERS ON RACEWAY Phone : 766-1000 Phone: 761 5290 Construction Value : $2,100.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $25.20 Total: $40.20 BUILDING DEPARTMENT USE ONLY anommoom Approval : SM 7117/96 Zoning : PCD Approval : monymmalmmmmm Approval: Occupancy : Walis SIC : Sq. Ft. : 25 25 SQ. FT OF WALL SIGNAGE IS APPROVED, 64 SQ. FT IS PERMITiED (39 SQ. FT REMAINING) Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: m:mmmv'~~mm Plumbing License No : Company: Expiration Date : Approval : ~ Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accortlance with the provisions set forih in yopur appliration and is subject to ihe laws of the State of Colorado and to the Zoning Regula[ions and Building Code of Wheat Ridge (2) , Coloredo or any other applicable ordinances of the City. Th is permit shall expire if (A) the work authorized is not commenced within sixty (60) tlays from issue date or (B) the building authorized is suspentled or abantlonetl for a periotl of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally require d, providetl no changes have been or will be made in fhe original plans and specifcations antl any suspension or abantlonment has not ezceeded one (7) year. If chan9es are matle or if suspension orabandonment enceetls one (1) year, full fees shall be paid for a new permit. (4) N. work of any manner shall be done fha[ will chan9e the natural flow of wa[er causing a draina9e problem. (5) Contrector shall notify ihe Building Inspeclor hventy-four (24) hours in atlvance for all inspections and shall receive written approval on inspeciion card before (6) The iss ance of a pertnit or the approv of tlrawings and specifica[ions shall not be construetl to be a permii for, nor an approval of, any violation of the provisions fthe ildin ~ depq-other ordi ce,law rule 7 lCJ Allt Inspector PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: /s'~i~,, rAC.vr»~ PropertyAddress: , r722 '~a✓{phone: 76d lodti Contrector License No. : ,'jr 3'~ ~ Company : A✓%IA -Xa4~6 S'i6,J Ga OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurete, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibili for compliance with the Wheat Rldge Building Code (U.B.C.) and all other applicable Whe idge ordinW cgs, for work under this permit. (OWNER)(CONTRACTOR) SIGNED - ` DATE Description: / aa`-, /p ",,,d, &6p dv~ Phone : 76l-f2qd Construction Value : i/ o a Permit Fee : Plan Review Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY Zamn___ omm""~enCs; ll•l •94 , - SIC : Sq. Ft. : 2,` ~I Approval : caw~ 1'P5 WAAk" W jagm (°4 ~ Zoning : ~ / B'uifdm~ _ommea~ Approval: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiretion Date : Approval : Approval : Approval : &I pP_fan~:e9.!~e . m 191 ah~R,e'~PQred N ~Pa, Lte`q (1) This pe"it was issued in accordance with the provisions set forth in yopur applicalion antl is subject to the laws of the State of Coloratlo antl to the Zoning Regulations antl Builtling Code of Wheat Ridge, Colorado or any other applicable ortlinances otthe City. (2) This permit shall ezpire if (A) ihe work authorizetl is not commenced wilhin sixry (60) days from issue date or (B) the 6uilaing authorizetl is suspentletl or abandoned for a periotl ot 120 days. (3) If this pertnit expires, a new pe"it may be acquired tor a tee of one-half the amount nortnally require4 provided no changes have been orwill be made in the onginal plans antl specifications and any suspension or abantlonment has not ezceetled one (t) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full tees shall be paid for a new permit (4) No work of any manner shall 6e tlone that will change the natural flow of water rausing a drainage problem. (5) Contrector shall notify the Building Inspector twenry•four (24) hours in advance for all inspections and shall receive written approvai on inspection wrtl 6efore proceediing wiVi suCCessive phases of the job. (6) The issuance of a pe"it or the approval of drdwings antl specifcations shall not be construetl to he a permit for, nor an approval of, any violation of the provisions of the huilding cotles or any olher ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DN~V' ~~nRi ZS~Cmmu~ A DTTmm-i~ r • n~n3mm~ Z ~ mpAy~~m ~ ~ ~p2mm~s ~ A~yyyH N ~ mZ mZppTD O> c 9m O ~ yZrN3Dmy 3m3 OZ '!1 yZy Zr • Q~ O m:I r "1 n ~ m'9 C 0 0 ~ Z N ~ m a i > o m v ~ 5 ~ 0 ~ < r ~ v O 2 ' ~ m m a5 n S e ~ n 0 D> O~ 0 F D ' • n O ~ < C ~ m N y z Z H c (n m 1 \ ~ P A 3 < 2 n m ~ d N , ~ I T r I m O ~ ~ ~ N A D m . u ~ O ~ D ~ ~ • m a D ~ey y °n ~ 0 «aa ~ m p o 0 z s~o • - y Q y N O c~i m a m° ~ x e <m { p u64 y xyp ~ 'n 4 IA d9m I3 ~ A6y I 0 yem ^R I y OQN m 3em A I o _ 1'_6" _ G C O ~ I pp 3 ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-2343 • BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :12/5/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 7777 38TH AV# A-128 Contractor License No. : 17883 Company : Jack DePew Plumbing Co. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a,gree to abide by II conditions printed on this application, and that i assume full respons)bili for compl' nce wi the Wheat Ridge Building Code (U.B.C.) and all other applicable Wt~eat~idgeprdif) nces or work under this permit. % 1 P (OWNER)(CONTRACTOR) SIGNED 'NLLY,~,u DATE Phone: 722-4377 Phone: 232 1993 Construction Value : $875.00 Permit Fee : $23.00 Plan Review Fee : $0.00 UseTax: $13.13 Total: $36.13 Description : REINSTALL 3 COMPARTMENT SINK,VEGETABLE SINK AND HAND SINK Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: a.~ ~~mmmm E' ;'!I (1) This permit was issued in accordance with the provisions set forlh in yopur application antl is sub1~ect to the laws of the Stale of Colorado and to the Zoning Regula4ons and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is no[ commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abantloned for a period of 120 tlays. (3) If this pertnit ezpires, a new permrt may be acquired for a fee of one-halF fhe amount normally requiretl, providetl no changes have been or will be made in the . original plans antl specifications antl any suspension or abandonmen[ has not exceeded one (i) year. If changes are made or if suspension or abandonment . exceeds one (t) year, full hes shall be paitl tor a new permit. (4) Noworkofanymannershallbedonethatwillchangethenaturalflowofwatercausingatlrainageproblem. (5) Contre ctor shall noliry the Building Inspectortwenty -four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceediin9withsuccessive phasesofthejob. (6) The isguance of a permit or the approyal of d2win9s and specifcations shall not be construed to be a permit for, nor an approval of, any violation of fhe provisions of the/buildiqg codes or a(iyother orqlnance, law, rule or regulation. Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~E-~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO $0215 PropertyOwner:~~,~~'SfW~~v-~ ~`r7-ft~'~hy~ V~~v1U~{~i~UVIJ PropertyAddress: 7777 (,ii Phone: 721'y377 Contractor License No. : J kf1 7 Company : Ae-k PC- cJ Phone y-3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :&7.5 I hereby certify that the setback distances proposed by this pertnit application are accurate. PgfRll[ F82 : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accu2te; that I have reatl and agree to abide by all conditions printetl on this Use Tax : application, and that I assume full responsibility for compliance with the Wheat Ridge Builtling . Code (U.B.C.) and all other applicable eaF Ridg ordin nce s, f wark untler this permlt. TOtal : (OWNER)(CONTRACTOR) SIGNED % DATE Description : )L"'a7X'~ v~ " BUILDING DEPARTMENT USE ONIY ~ Approval : Zoning : Approval : Approvat: Occupancy : Wails : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : _J Pfdns Requfred .`"j A- PI11nsRequired .,I ' a .:P~I~S'~1t1----- (1) This permR was issuetl in accortlance with the provisions set torth in yopur apphration antl is subject to the laws of the SWte of Coiorado and to the Zoning Regulations antl Building Cotle of Wheat Ridge, Coloratlo or any other appliwble ordinances of the City. (2) This permit shall expire if (A) ihe work aulhonzetl is not commenced withm sixry (60) tlays 6om issue date or (B) the builtling aulhonzed is suspentletl or abandonetl for a periotl of 120 days. (3) If Ihis pertnit expires. a new pertnit may be acquiretl For a fee of one-half the amount nortnalty requireQ provided no changes have been orwiil be made in the original plans antl specifications antl any suspension or abantlonment has no[ exceetletl one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, tull lees shall be paitl for a new permit. (4) Na work of any manner shall be tlone that will change Ihe naNral Oow of water causin9 a tlrainage prohlem. (5) Contracror shall notify ihe Builtling Inspector twenry-four (24) hours in atlvancelor all inspecuons antl shall receive written appmval on inspection cartl 6efore . proceetliing with successive phases of the lob. (6) The issuance of a permit or the approval of drawings antl specifcations shall not be construeo to be a permit for. nor an approval ot. any violation of lhe provisions of the building cotles or any other ortlinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION $UILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * . Correction Notice Job Located at 7;~9 2 3s 1 have this day inspected this structure and these premises and have found the following violations of City and/ar State laws gov- i erning same: . ~ You are hereby notified to correct the foregoing violations. When correcYions have been made, call for inspection. ~i T Date . . . : tnspector }w Building Dept. DO NOT REMOVE THIS TAG FORM WRB-22 ~ PERMR NUMlEN 95-1653 g a 0 m 0 o n 3 S m. ~ m w o n ~ 3 ° m Z 0 O 3 , o` m m m m m O p 'om n Q c m a m 3 ~ m ~ n ~m o 3 3 ~ ~ m m ~ gm o ° f= w m c ^ C ~ a n ~ m m 0 ~ 0 c a 0 a 0 ~ d n ~ 0 f T O S ~ i m O ~ ~ 2 ~ 9 c a O y m m Iy h ~ r• N• N X D ~ r m o I N 9 O ~ m Z 4N1 J V V ~ ~ w 00 rt ~ C (D ~ m a r N O F-~ N p n O 1 ~ 1 O x ~ n W N M w N N w ~ w 00 ~ rt A N ~ ~ W fi ~ ~ CD N ~ ~ m a. ~ n 0 m O F-~ 1--~ O f Z m a D O O ~ N N :E 5m -i =3ma mm3n m anfO~ m ro C p m 0 J y m ~ 0°am a= < m ~ m m m m o ~ ° ~ 0 m m m ~ Nm ~ m~3m na^'c ° 0 c a m nQ°° c o m Q H m m a n d40 m j m n n.4 o ~ Gy p m m m m n ~ ~ °Qm m na < Q 'o 90~ 3F?L z0°O m5 w m 0 oc 03S. , a 5 mfm ~t 5 G-L 0 -mo a m c n f O ~ m m ~ ~ N ~ n n O ~ mfT ~ O m < 1 0 m' ~ ro d z m' t 1 0 n rt 0 C N K N F-~ b to Ul DATE: A CERTIFICATE OF OCCUPANCY HP.S BEEN REQUESTED FOR: 77 ~~<c3cP6~- PURPOSE OF STRUCTURE: ~ Baild'ing Dept. Hpprovalz Remarks: Zoning Bpproval: Remarks: \^d \ 1 n O 0 I ~ m Z 0 10 0 -1 2 0-0 y C R1 ~ a ~ aic v n~ -n M ~ ~ -I z CO) m c r m a ~~TI x ~ m mn rn O mn o ?o ~ x v m m :o :o o ~ ~ ~ b -n 3 a O f ~ 3 ~ v ~ M. fq 1 (p 3 SD Ro w 10 9, ~ w m ID > > ~D 0 ~ ?t 11 c w 3 w s+0 m x' x ' > > a m (p ~ .~s N N N [0 ~ 0 7 j L ~ Q \ s ~ G F1 ~ c Q J ~ m = ~ <D a: a y, (b < y (4, = `D w a a o ~ 0 : m 3 ~ N a ~ ° , ` :~s ~ ~ C 3 c 0 O Z 0 ~ ~ 0 c ~ -'I r 0 0 m c Z ~ r co O < m W m m z Cf) 5 Z m 0 = v m M C N 0 3 ° o J a' O O ~ - N o' N c c ~ O.m ] > Q :E a a -n O O O ~ ~ O ~ m w o N - . . O l S O O p 7 C m ~ > > N a O p j _ y ~ O _ O -0 m o Z O ~ ~ c ~ Cl) c) Z ~ r o N D D ~ m 0 m C/) -o m ~ D z Z c~ 0 z ~ v CO m i c ~ ° o ~ m O ~ m ~ - N ti T ~ 3 i ~ m n Z fv, y CD Z a ) m 0 . C W ~ a ' z o ~ m I+1 y ~ C ic 1 -I V ~ 1' ~ V : + tp W Y fn po _ 1 f+ w y 0 ti a m y H ~ 0 00 m i.~.. i to ~ ~ ~ m 0 0 0 c 2 L D O x < ~ m ~ z m 0 ~ 0 z ~I ' UJ 0 0 ~ O ~ w ~ N ~ m ~ f~ V 0 ~ 1'r'1 * ~ N = r~ ? m C ~ Z ~ 1'rl ~ ~ rn \ I O r 0 w ~ . V > ~o ~ v ~ O r~n a4 r-io- ;14 ,w iLn V ■ Oh _ y 0 N y 7~o 0 v:1 Z ~ nZ ~ MU y m 0~ 7D m rr- m^ o C Z m ZO ° =m 0 ao a cv Z ~m y c 'D ZZ m G) n m O y V~ N m WHEAT RIDGE F1RE PROTECTION DISTRICT FIRE HAZARD SURVEY Company: Healih South Date Emered: Address: 7777 W 38 Ave GEO File No: UnR A120/124 City: WheatRidge Co 80033 OwnerlManager. Pat Aden Title Manager Phone: (303) 940-0757 Fax Number: Emergency ConNact'I: CoMact 1 Phone: Emergency Corrtact 2: Contact 2 Phone: Note: Inspection Due: Code ID Violafion Descriotion 71 Certificate of Occupancy Inspection Failed 9/29l95 9129195 M inspecbon has been made of these premises to determine if any violations of the fire code exrist. If violations have been found, ihis shall serve as your official notice, and the inspector(s) shall explain each violation in full. ALL VIOLATIONS MUST BE CORRECTED. A re-inspection of the premises will be made at a fuWre date to verify the required corrections. Failure to correct ffie viola4ons shall cause the owner or responsible party of the property to be in poss- ible violation of state s[atutes, city or couMy ordinances, or special district regulations, which- ever are applicable. Should you need assistance with matters regarding tliis inspection, please contad the Wheat Ridge Fire Protection District Fire Prevention Office at 424-7323. I have read and acknowiedge the condilions of ihis notice. S-gna ire of Busi~ss Owner, Manager, or Reponsible Party: Date: / v ignature of Inspector: Date: IF VIOLATIONS EXIST A RHNSPECTION WILL BE MAD&Lk {O~o~-~ZS BAYS Reviewed by Fire Chief Reviewed by Distric[ Manager T'i !~b ~-✓wc g,~s~eu- be~.c;~c.,-w ~er,n,ce~ ~ u reow~. ~ l~ ~,Q~lo ~oou. arrzw~w~.~~ 2c ~x &4 '6z'~c i~ rovw. ~w 5.~w~f W a!~ 6~ ~~L dv.e, Y~'~-~--• e DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-1653 Date :8/16/95 Property Owner : Property Address : Contractor License No. : Company : 7777 38TH AV 18448 Facilities Management, Inc. Phone : 798-5743 Phone : 888 7111 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby certify that the setback distances proposed by this permit application are accurate, P@f I'Tllt F22 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan ReVIeW Fee made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiG y for ompliance with the Wheat Ridge Building Use TaX Code (U.B.C.) and all other applicable V~aeaRidordinances, for work under this permit., (OWNER)(CONTRACTOR) Description : minor remodel, interior partitions, new floor sink and minor elec. $12,427.00 $144.00 $0.00 $186.41 Total: $330.41 BUILDING DEPARTMENT USE ONLY m e Approval : SM 08171195 Zoning : PCD Approval: Approval : Occupancy : Walls WILMORE CENTER Roof : Stories : Residential Units : (1) This permi[ was issued in aaortlance with the provisions set forih in yopur application and is subject to the laws of the State of Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) ihe work authorizetl is not commenced within sixty (60) days hom issue date or (B) the building authorized is suspentletl or abandoned for a period of 120 days (3) If ihis permit expires, a new permit may be acquired for a fee of on2half ihe amount normally required, provided no changes have been or will be made in the onginal plans and specifcations and any suspension or abandonment has not ezceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a tlrainage problem. (5) Contrdctor shall notify the Builtling Inspectorriventy-four (24) hours in advance forall inspections and shall receive written approval on inspection card before proceetliing with successive phases of thejob. (6) The issuance a perm t or the approval of tlrawings and specifca6ons shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of the buildiotlespdany other oroinan~,~, rule or regulation. Chief 53bilding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: /4 a 'G// ~c;, / //7 /1 e m-.IA , >~11cd.> Property Address : 77712 Phone : 7yc- 5 7l3 Contractor License No. : Company AL4 aJ e GK ~w f, ~a c , Phone : ge 9 - 7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown. and allegations made are accurete: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat Ridge ordinances, for work under this permit. . (OWN E R)(CO NTRACTOR) SIGN~ DATE C9 Description: Construction Value 7 d_° Permit Fee : y, r, Use Tax : /ffi J Total : / F r y. '.r ji~ 'E:~7 y r/ e w ILDING DEPARTMENT USE ONLY Approval: ~ - Zonin9 ~ $ PGD Ill CE_o~zrii a Approval : Approval : Occupancy : Walls : Roof : Stories : Resid'ential Units : Electrical License No Plumbing License No : Mechanical License No CompaJ`ny : / Company.: Company : l ~ `~~L Expiration Date :~Q lp ~ Expiration D t : Expiration Date : Approval: Approval: Approval: g 'mt~ns Rec~ui~„~.=s~ a ' ARAu~r~ (1) This permit was issuetl in accortlance with the provisions set forth in yopur application and is subjed to the laws of the State of Coloretlo antl[o the Zoning Regulations antl Builtling Cotle of Wheat Ritlge, Colorado or any oNer applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within sixry (60) days from issue tlate or (B) the builtling aulhorizetl is suspendetl or abandonea for a penod of 120 days. (3) If this permit expires, a new permlt may be acquiretl for a fee of one-half the amount normally required, provitletl no changes have heen orwill be made in the onginal plans and specifications and any suspension or abantlonment has not exceeded one (7) year. If changes are made or it suspension or abandonment exceetls one (1) year, full fees shall 6e paid for a new pertnit. (4) No work of any manner shall be done thai will change the natural Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection cartl before proce ng wiN successive phases of the job. (6) The s nce of a permit or the approval of drawings antl specifcations shall not be construetl to be a permil for, nor an approval of, any viola[ion of the provisions of t b iltling5,/~otles or any other ordinance, law, mle or regulation. / A/~- Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ca DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-422 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :2/24/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 r Property Owner : Property Address : 7777 38TH AV Phone : 425-9545 Contractor License No. : 17220 Company : Moonlight Plumbing Phone : 422-0511 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $320.00 I hereby certify that the setback distances proposed by this permit application are accurate, PBfmit F22 : $15.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or wvenants, easements or restrictions of record; that all measurements shown, and allegations USe T8X : $4.80 made are accurate; that I have read and ayree to abide by all wnditions printed on this application, and that I assume full responsibility for ~tnp i ce with the Whea idge Building Code (U.B.CJ and all other applicable W~h/eat Rid 'or ' ance, forwpo?u this permit TOtel : $19.80 (OWNER)(CONTRACTOR) SIGNE[d' ATEt7 2 . Description : ADD SWK Electrical License No : Piumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: R tMEN emm~ ~ ~ -ammm~dE~ _ . (1) This pertnitwas issued in accordance with the provisions set fprth in yopur application and is subject lo the laws otihe Sl2te of Coloredo antl to the Zoning Re9ulations antl Building Code of Whea[ Ridye, Coloretlo or any other applicable ordinances of the City. (2) This permi[ shall racpi2 if (A) the work authonzed is not commencetl within siuty (60) days from issue date or (B) the buildinq authorized is suspended or abantlonetl for a penod of 120 days. (3) If this permit ezpires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (7) year, tull fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change the natural fiow of water causin9 a tlrainage problem. (5) Contractar shall notify the Building Inspectortwenty-four (24) hours in advance tor all inspections antl shall receive written approval on inspection cartl before proceediing w' uccessive phases of the 1~ob. (6) The issua of permit~6r the approval of d~wings antl speci(cations shall not be wnstrued to be a permi[ for, nor an approval of, any violation of the provisions of Ne bu' ing des o~y(ny other ordiqence/lay4,rule or regulation. Chief Q4iiding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : 4(i(G 12.i/\~ 'J~ WdCV2; Property Address : -77 7 7 &J4 Phone : Z/ `Z~ Contractor License No. Company Phone ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this pertnit application are accurate, P@ftT11t FBB : lS 0--d and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restnctlons of record; that all measurements shown, and allegations 8- ~j made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : ~r application, and that I assume fuil responsibility for corgian with the iea 'dge Buildin Code (U.B.C.) and all other applicable Wheat Ridge~/~ ~a ~f u is pe it. Total (OWNER)(CONTRACTOR) SIGNED.f~7~sl~.^~ DATE ~ ZI flccrrintinn 71/ % '~'F `I.._.. . A ( l e Electrical License No : Plumbing License No Mechanical License No : Company : Company ~~Y ~t u.u45 r Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in aaordance with the provisions set forth in yopur application antl is subject to the laws of the Stale of Colorado and to the Zoning Regulations and Builtling Co7e of VJheat Ridge, Colo2tlo or any o[her applicabie ordinances otthe City. (2) This permit shall expire if (A) the work authonzetl is not commenced within sixty (60) tlays from issue tlate or (B) the building authorizetl is suspended or abandoned for a period of 720 tlays. (3) If this permit expires, a new certnit may be acquiretl for a fee of one-half the amount normaity required, provitled no changes have been or will be matle in the original plans and specificatlons antl any suspension or abandonment has not exceedetl one (i) year. If changes are matle or if suspension or abandonment ezceeds one (1) year, PoII fics shall be paid for a new permR (4) No work of any manner shali be tlone thatwill change the naturel Flow of water causing a dreinage problem. (5) Conirac[or shail notiy the Building Inspector lwenry-tour (24) houre in advance for all inspectlons and shall receive written approval on inspecGon cartl betore proceetliing wi[h successive ohases of the job. (6) The issuance ot a permit or me approval of drewings antl specifica8ons shail no[ be wnsWed to be a pertnit for, nor an approval of, any viola8on of the provisions of the builtling cotles or any oMer ortlinance. law, rule or regulaFion. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF)UILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION W J Z QO pm r c 0 cn - EX15T DOORS EXIST, REST ROOM TO R EMAIN EXIST. DOOR LOW WALL (LESS THAN 5-0)~ FULL HEIGHT WALL > U ~ = W ~0 ~ ~ Q ~ W ~ ~ _.J a q;zr OC) rn ~ o ~ z ¢ ~ 5 I a . m ~ ~ , W a 0 q ~ V G 0 Q ~ LL ❑ -(A j W~ W ¢ W Q O ¢ LL 'u ~ > m J S Y Q w U V 0 n r a oB0894 WtlOj 6 Sd01 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-261 Date :2/6/95 Properly Owner : Property Address : 7777 38TH AV ~-It G~ Phone : Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN I hereby certify that the setback distances proposed by this permit appliration are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegation made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Buildin Code (U.B.C.) and all other applicable Wheat R~id9e ordinances, /for work under this permit. (OWNER)(CONTRACTOR) SIGNED i~ 1 `~Z--- DATE //r 7 Description : TENANT FINISH BY OWNER (LUCIEN JEWELERS) Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approvai: Approval: (7) This permit was issued in accordance with the provisions set forth in yopur applica[ion antl is subject to the laws of the State of Coloredo antl to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall ezpire if (A) the work authonzed is not commenced within sixry (60) days from issue date or (B) the builtling au[horized is suspended or abandoned for a period of 120 days. (3) If Uis permit expires, a new pertnit may be acquired (or a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abantlonment has not exceeded one (t) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be tlone lhatwill change the natural flow of water causin9 a tlrainage problem. (5) Contractor shall notiy the Building Inspector Rventy-four (24) hours in advance for all inspecfions antl shall receive written approval on inspedion cartl before proceediing with~uccessive phases of the7'ob. (6) The issuance 9f'a)pertnit or ihe approval of drewings and specifcations shall not be consUUed to be a permit for, nor an approval of, any violation of the provisions ot the buildi~Jco~es or any, other ortlinance, law, rule or regulation. Chief B~ding Inspector T ConstructionValue: $1,277.00 Permit Fee : $31.00 5 Use Tax : $31.92 9 Totai : $62.92 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1 ~ rnG ~ o ~ 1 t' ~ -V ~ ~ v-~ ~ m o ~uc, y mg o =3 c 0= N mo p~ 'o a m o~ o ~y o mz < N y sz < > o0 D 2 D ~ m 9 po J V' L1 N • m w: Z J < C c,m ,1, o Lr) \ , v V? ~ w L Q D I S P L A Y ~ cUn F C A S E S - - _ T I ~ 0 ~ / I 3/~ EXIST. W D 0 0 R a " 3 - 0 cl~ o W E X IS T , I \ ~ C~ D00RS , ~ cn ~ , ~ : CU5T0tfcR y Y 7- 6-'I - , ~ I- I 3 I OEFICE 3-0, Q ~ r z 13-4 c -S-Z I0-0=~ 2 3-8 O I _ I . . . . - ^ ~ E XIST, RE T, ~ ROOM T0 , N . R E M A I N ~ ~ ~ ' LOW ~NAIL(L~SS THAN 5-0~ FULL HE16HT W;;LL - `m O I (-~t ~S{ v, ~ ~ J ' . . O ~ ~ti~ i D I S P L AY CASES ~ 13- Q / - EXIST. ct / LU =0 ~ DOOR _ Q r j E X I S T N _ DOORS , ~ 0 cn I i.J CUST-0McR ~ _7- 6 ~ Y d -~-=--ri--,~- in O 3 o I OEFICE 3,-0~ , . „ . rn - . = 3- 13-4 -0 -8-2 I0-0 ~ 8 2 EXIST, RES.T ROOM T0 R EMAIN LOW W-ALL (LESS THAN 5-0T _ FULL HEIGHT WALL m w:' i Z - ~ ~ ,n . ~ O a ~ Ln ' LD \ i N ~1 J Q i O c~ , ~ LO ucrf+rc i rwiLn i OF PLANNING AND DEVELOPEMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Application Number : Date : 1-3l-qS Property Owner: LDN ~\)`1 ( Phone : Property Address : ~ ~ ~7 W Lt Contractor License No. : _02(Jkv (r~r^ Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify that the setback distances proposed by lhis permi[ application are accurate, and do not violate appliwble ordinances, mles or regulations of the City of Wheat Ridge or covenanis, easements or restridions of record; that all measuiements shown, and a11e9aUOns made are accurate; that I have read and agree lo abide by all wnditions printed on lhis applicalion, and that 1 assume tull responsibility for wmpliance with the Wheal Ridge Buildin9 Code (LLB.C.) and all olher applicable WheaRRid9e o^dinance s, for work under lhis pertnd- (OWNER)(CONTRACTOR) Descnptlon Fm Approval : Zoning It1i ~$kC° , _me s.~ Approval Approval : Occupancy : Walls BUILDING DEPARTMENT USE ONLY Roof : Stories Lrz5xis Lts Construction Value i Permit Fee : 3 1,o-d USeT3X: 13- Total: a ResidenGal Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date . Expiration Date : Expiration Date : Approval : Approval : Approval : N EPlai(sfequired°;~ ~~plar~5°rReqTii[et~.'~ ~ L32INMODEM (1) ihis cermit was issue0 in accordance wilh the provisions sei lorth in yoDUr applicaGon and is suqecl to the laws o1 the SUte of Colorad° e^4 t° the ZOK'ng Regulations antl BuilOinq CoCe of Wheat Ridqe. Coioratlo or any other appliwble ortlinances of the Cily. (2) This'permit snali expire if (A) the woik authorized is not commencetl within sixry (60) days Irom issue tlate or (B) the W1di^9 authorized asusPended Or abantlonee br a periptl o1120 tlaYs. ryayp pK~ prvn9 be made in the (3) If this permil expires, a new permM1 may De acquire0 la a fee of one-half the amounl normally required, pro~d m da^9es original plans antl specifiwtions antl any suspension or aban0onmenl has not exceedeA ow (7) year. If chan9es are matle or if suspension a a6andwwn1 exceeds one (1) year, (ull fees shall be paitl for a new permil. (a) No woa ol any manner shall be tlone ihat wdl change the naturai 11ow ot water wusirg a tl2inage proDlem. farC be(ore (5) Cnmwacm: shan nolify the BuilEing Inspeclor iweNy-tou, (24) hours m aEvance for all inspections and shall receive wntten approval on inspecfion pioceetlnn i h successive phases of the ob- visions (6) The rsv nce f a per~it or the approva~ ~Crawings antl speci/icabons shall nol De consWed to Ee a pertnit (oC m an approval o( atry vidalion a the pm .111 ~am mtles,9/r any other ordina ce. iaw. mle or reguiatron ~tjtii Inspector For Mayor IS PGRMIT VALID ONLY WHEN SIGN[D BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION - _ _ - ~ - ° . _ _..LL . i ~ - - . - - _ . ~ _ . . . . t: ' _ . _ z.. _ ~ _ . ~ - ~ - :t r- _ r ; i - ~ : . ~ _ _ _ _ _ a~ - - _ - t ~ _ ~ ~ v . ~ : : v • . _ ..V,._._.._ ! - - - - ~ ` - - i _ - , a,,,TM~a~..,~, u_ = ~ ' _ - - ° t+, - - - v_ ~ - ~ 7~ - - ~ L ~ ~ ---==v._ , _ . . . ~ _ ~ _ _ _ - `r-u ~ = - - 7k ' _ - ~ ~ a < n s~ 3 e 0 o o 0 0_ e e ° ' ~ ~ o o _ o > > d o o~ o- e a r~ Y Y Y(f S s - ~ p ~C m v ~ < ~no ~e y.o z o m Z: p O ~ c m a E o ~ Q p N 6 Q Q e y o o ' Q~ e F~ o s u ~ > n - ~ m o~ o v a y u a~ o o-~ ia a E ~ m o 3 ~ no<u'zv 3~ D° n E~ o ~ o' 0 0 N c = o ~ m m m ~ o m o Im> D m m m n x 3 -i ~ m n ~ ~ 0 ~ o ~ m ~ O ~ c FtX~ c ~ u`C ~ ~ m 0 INSPECTION TICKET ~ JOB ADDFESS -7 -I LXJ" _ /,{-!Ga DATE: 1~ 8 BLDG. PERMITN PERMITp BLDG. CONTR SUBCONTRACTOR C~ DATEINSP. REQ. '[~"a 0 TYPE OF INSP. INSPECTION MADE REMARKS N W.R. FORM 6-19 J ~m r K m p ~ 3 f 'cr'+ m zm7m0 ci p ~ m3 ~ o ~ n o m n S D x~ DO ~ A O i Z = 1 n ym Z O 2 ~ ~ ~ D mz y N ~ 4 r m ~ m m. 1c ~ c -i m ~ m m _ g ; c c 0 ~ 3 m R ~ o N Z r p f ao 2 f/N mn z O m w m ~ D 1 ~ <T~ r z a m Z N N z c OF A m o m D ~ x D ~ a m so op pZ ~ z m ~ O N rA fn ' n~ A Im m ~ N n ~ z 0 $ ~ i r m N 0 Z ~ ~ a 5 ~ r m N H SI E PROPERTY LINE ~ m D A o m ~ p ~ r ~ ~ m OL ~ SIDE PftOPERTY LINE ~ i ~ 1 ~ m S a m s~ .l~l N 00 m 11, z O Wf r"- m C T mm vo z m Z °v 0 2 m v N 1 ~ c ~ p m ~ < ii V N a 2 ~ m N ~ ~ 1 ~ r z N i O n ♦ ~ x -U 0Dtj 2 O a ~ O ? N _ m N ' m ( ) Z C 7 A ~ N ~ O ~ . tY N - W W- A W N- N T~ y N F a -1 1 m m m ; M n ~ D x ~ z s ~ r - v ° Z ~ n o n. ; ~ ~ ~ D i a F .~U O ~ O K s S ~ ~ I A ~ N m v " m e '.m o 0 Z O ° ❑ m - z z z z ❑I m , o J ~ \ ~ O e o ~ I ~ o N O N 1 Cl m m ~ a I : o o C) f ° £ ^ D 0 S O ! a I a m z 0 I ~ n El El a > m I m O I1 0 y 0 ~ o ~ N x O t~ m -i o ~ sg R o~ m i i s ~ 3 ° o n o > ' ' g g o g e $ F v N a 0 p ( V ~ ~ O s T n ' n R g ^ v O m I ~ ~ W D ~ = O N O :u m m N ~ ~ N 1 n r O / Z < L 1 ~ m ~ Z w m m m m R 1 c.) m ~c~ ~ o c -1rm i z 1p~ ! a ~ ~ O 0 (p m RI ~ o oF A x -iz * D Z 00-I z z o (7) z~ mmo 9 p m ° c ~ m c~~m ~ ~ o m s ° - Z 3 m m F z -0 m ~ ~ ~ Z O ~ A ~ ~ N N (!l Z~ c v Q Q C ~ v u ~ . Rza s J Vi ! ~ ~ i ~ J~ m v ~ o I > ~ N. ~ ~ II =I _ I W~ 31 'Fy \ ~ ~ ~ ♦ 0~ 1 ~ ~W Q~y'j~ i 1 r. I vrn + ; MOU , I ; F - - -4 • . ~ D . ~_1e.J~+✓IGY~~~ ~/Hl2~ ~ZZF-X P~= . _ ' ~~B / LT25 5 ~ _ t~o - - - hL;=L50~ - - ~ _ ~~FIP-- - - 76 - ~ ~ . --ABattL - _ . i ~ NEFROTIA ~ ~ . ~~II ~I%zu 1 69'$~' I \ /tv coROOnsir.eca.wnxr~ oroEnvonroaose.rrurcxcaaRS,wauawc ' - . ~ . ~a~v~--g PMSWeffRESPECIFlEO.WEGNNOTGIIAFMlIEEIXRCfAUTq16q1ETOVMYING ~An~~,oF~AF,~~,,~„~Mo~N~„-. Gordon Siqn Company @iH15UE51GNISiHEIXCW5IVEPFOPERf'lOFf~JP00NSIGNCO.MlOCANNOTBE - O(/-tu/~i~{ - ~c _ FEPFqIXICmERHEPINWHOIEIXiINPMTWI1FpUfiHflPW11RiENC0.YSINf. 07 71 kl i I i `II DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION 234-5933 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. PERMIT NO. MP94#4396 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. APPLIC~jTION FOR MISCELLANEOUS PIT JOB ADDRESS 777 7 Gl .~rS' H'- ~6 °2 1 OWNER e~--~/ /h'L~ CONTRACTOR r/~ll_'lan~ ~sQA,Oc ADDRESS 1/.'31 CITY e ZIP CODE :~Q,21 PHONE LICENSE NO. 1 1 1. TYPE Ground c] H:333 Wo1I❑ 2. MATERIAL INSPECTION TICKET FEN, AJOB DDRESS 1 ff # a-~y N'10TH DATE: r~- BLDG. PERMIT# _ PERMIT# OF ,n,l I_ BLDG. CONTR. rY~ ~.0--vwV~- SUBCONTRACTOR G~ vx DATE INSP. REQ. TYPE OF INSP. ~"--a>lw- INSPECTION REMARKS : C ADDRESS Z~~2'~f-~,_" PHONE ZIP CODE • O CONTRACT PRICE $ DATE other S or 0 Face INSPECTION TICKET 3 ADDRESS 3 g v"~ - ~-tIGZ h(l°3Y DATE: _4_L2_-_1 Y BLDG. PERMIT# V 3q P~ERRM~IIT,# STU BLDG. CONTR. Y LII SUBCONTRACTOR ~~nn DATE INSP. REQ. 4 TYPE OF INSP. INSPECTION M REMARKS _ Y LI W.R. FORM 6-19 SH W.R. FORM 6-19 '•TRE' TANt ;CT fED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. rtnml I WILL tnrmt lau uv,1a rmum I nt uNi t Ur ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. r3' MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM IST 2ND 3RD 4TH NO FUEL:CirdeDPe Gas011Propane Coal Elec Solar NO. WATER CLOSET FORCED AIR - STU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - STU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK C31W-6 t_ OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 8 CONTROLS FLOOR DRAIN /r ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this opplica- tion is correct and understand that I cannot start this project until this appli- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate revocation of this permit PERMIT FEE / -7. d-C/ USE TAX F V61 ~ qd TOTAL FEE ffQ $ DISAPPROVED C /Y 014'- CHIEF BUILDINGASPECTOR, City of Wheat Ridge NOT VALID t)N L ESS RELEIPTED ~~~&a1 rT p I CALL 234-5933 d ( 24 HOURS IN ADVANCE Date Issued Z4- k1 FOR INSPECTIONS 4ppliddnte Siendtve DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. ME94#5751 234-5933 P.O. BOX 636 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS 7777 West 38th Ave., #A118 CONTRACTOR Denver Burglar Alarm ADDRESS 1955 Sherman Street CITY Denver ZIP CODE 80203 PHONE 292-2222 LICENSE N0.16528 OWNER Care 1. TYPE Ground❑ Wolf] ProiectingL1 2. MATERIAL SIGNS 3. ILLUMINATION Yes[] No❑ Type 4. SET BACK FROM PROPERTY LINE N_ S- E_ W_ L TYPE Solid❑ More Than 80% Open❑ Lees Than 8C FENCES MATERIAL 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W_ (Specify which isfront) ❑ ❑ ❑ ❑ ADDRESS 3900 E. Mexico, Suite 200 PHONE 584-8300 ZIP CODE 80212 CONTRACT PRICE 399.00 DATE April 14, 1994 S INSPECTION TICKET JOB ADDRESS -1 1 7 J ~lJl'~' M134 V DATE: BLDG. PERMIT# S -J S~ L Monitor customer's fire alarm system. PERMIT# OTHER 2. 3. BLDG. CONTR. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE, GIVING 01 SUBCONTRACTOR (SETBACKS OR PROJECTIONS INCLUDED) DATE INSP. RED. "E -A `5 y TYPE OF INSP. 0 INSPECTION MADE REMARKS r~ W.R. FORM 619 STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO, ADJOINING HOUSES, STREETS, AND PI DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOMEA PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT VIII I. EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL NO. TEMPORARY METER FLOOR WATER CLOSET WASH BOWL BSM I ST 2ND 3RD 4TH NO FLIEUCircle One Gas 011 Pnspnne Cod Elee Solar FORCED AIR - BTU HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING -STU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS UTILITY(RANGE ,DISPOSER, ETC.) FIXTURES WATER HEATER AUTO. WASHER DISH WASHER Refri eroi Group Pounds Charge AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS a CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES that this applica- l d k PERMIT FEE 15.00 now e ge 1 hereby ac tion is correct and understand that I li- s Tax Lic. # C-01084 connot start this project until this opp cation is approved. I sholl comply with E $ 15.00 the lows of the State of Colorado and to i the Zoning Regulations and Building APP _ A id ny ge. Code of the City of Wheat R violation of the above terms will cause CHIEF e SPECTOR, City of Wheat Ridg immediate revocation of this permit Date Issued n AO i anls SipnaNr• NOT VALID UNLESS RECE lo~7a- CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 75? WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. M94#19255 12^4--333 P.O.BOX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS Urlt'4 96,2a - ffl D-A _W-Le(,:+A4&-'~ OWNER ~lOEyti r CONTRACTOR thA S/6~U SFP !PS ADDRESS ,2/0 ADDRESS _l~_~ -S, GOZdEV✓ {F PHONE CITY 001deA ZIP CODE YO YOO / CONTRACT PRICE $ 600 , 20 PHONE 'd'7R.-~~I_'Z LICENSE NO. 1~--. - DATE '?"a'-9~/ ZIPCODE 1. TYPE Ground❑ w, 1Z Proiecting❑ Other Sor D Face S14)I4Ie-, -ZE77,~)e CANSRVA PHC'FwAy Total Square Feet 2. MATERIALSHT. 97 ( SIGNS y- 3. ILLUMINATION Ye,9 No❑ Type N 60A.) Elect. Permit No 4. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone. DDrov one ctor (Specify which is front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid❑ More Than 80% Open[:] Less Than 80% Open MATERIAL Height FENCES 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Approved,Zons Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved I . OTHER 3 . DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) \1 n, J K NQ V STREET NAME 3~. N SPECIFY NORTH SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND PROPERTY LINES{ ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM I ST 2ND RD 4TH NO. FUEL:CirUe One Gas 011 Propane Cod Elec Solar -Rd.- WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refri stunt Group UTILITY (RANGE, DISPOSER, ETC) AUTO.WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this oppli- cation is approved. I shall comply with the lows of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immedi revocation of this permit PERMIT FEE USE TAX TOTAL FEE Is .3 V, "-d .J s~ CHIEF BUILDI Issued ~ c3`D-q S/ INSPECTOR, City of Ridge RECEIPTED CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS T 1 7\ 102- i 11 E i eocpes - FACIA e KAI, WH t(E 9a-966 wp- r JU T-K)A.A-'71ADIS?arJD ACK 4z~7vvos• Z.M. 3eON2-6 - TQlift• ZRClJZE FF~E • v,, PLEk GIAsS'C,,., ISfhm RA(--bAX- i0l WHILE Q7- SCALE; iI&'_ I ~-O`l FABeICATE ~r !1• }STALL oQ6 --e-, PWJ Cj.4Atv1 Vie- LE.r~leZ 6K) ID 7'x5"X 10'444 CEWAy. LET?-:e$ ZZ," TALC. "t 1 ZA,'~E( 5'Pz-:✓9j,.)5 PTO 8,M, SCOK4 F, 3Zoi~ZC -e rr. C~P_ E~ GLEx FMS. 15 rmm C am Z60 NC-aAJ n, nO l<cxr~~3o .,o T~s~orn~2 . PAv.r RAtcewAv-M u~iC t tAelp. (~SSALC_ ?Ae W-AL/ Oh REC65s6;0 IGUGf 5(GaJ Bid. CFA -LF2 '%--1.1 ~N (~cq L17 f'i-L 5(61,)Y-.6 UL,LiSTEO, scat E '/z"=1'-O" SID=UIEWGf S(6(JT3AIJ(~ 0~3uICD1>•~ Fr"~tA Y 9 -s NILmoee PLPIZA 77177Wa 38t'l #/OZH li ar e~G~ECo UE. N(7YGD APPROVED BY: DRAWN BY 1 T (1/ lµ /cr4 REVISED Dfz4wlA.G p/Vr-442'y OF e(9ql V3G Y7/.~' AAA516A) 5E2U/cES /59 e,5 S.GCx.ZeN" fV-; r/ vCD Easb/ 5~-~ I ern E~, C(-~ jglGz ~ 1, INSPECTION TICKET ADDRESS _ VAJ . 3 DATE: -a. J -5`"IBLDG. PERMIT#/ 9 /(tea PERMIT# BLDG. CONTR. V~X~✓-o~/i'~~ SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP./ INSPECTION MADE Z 3 REMARKS INSPECTION TICKET JOB (-,)~j . 3 ~ 6t`. ADDRESS t A-Ity q14 DATE: BLDG. ERMIT# 91 1(0 PERMIT# BLDG. CONTR. SUBCONTRACTOR 44 DATE INSP. REQ. J La' TYPE OF INSP. dC INSPECTION MADE Z 2 - 3 W.R. FORM 619 INSPECTION TICKET JOB - ~~~ff ADDRESS J`~ 1 W l y DATE: BLDG. PJR "I o 91 a. PERMIT# BLDG. CONTR. SUBCONTRACTOR -1 j: U-6 DATE INSP. REQ. 'Y- S - ~I TYPE OF INSP. INSPECTION INSPECTION TICKET JOB ADDRESS DATE: BLDG. PERMIT# coa- PERMIT# BLDG. CONTR.- SUBCONTRACTOR- DATE INSP. REQ. TYPE OF INSP. INSPECTION REMARKS W.R. FORM 619 t/ .n DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. ME94#5748 234-5933 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS CONTRACTOR ADDRESS CITY PHONE I ZIP CODE Z LICENSE NO. ~ / 1. TYPE Ground❑ Woll❑ Proiectin 2. MATERIAL SIGNS 3. ILLUMINATION Yes❑ No❑ Type 4 SET BACK FROM PROPERTY LINE N S_ E_ W_ 1. TYPE SolidLJ More Than 80% OpenU Less Tt FENCES E. MATERIAL 3. SET BACK FROM PROPERTY LINE N S_ E_ W_ (Specify which is front) ❑ ❑ ❑ I. OTHER 2. 3. I Other S or D Face 16 INSPECTION TICKET JOB ADDRESS 1 1 ~1 Gad DATE: BLDG. PERMdIT# S g PERMIT# CONTR. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVI BLDG (SETBACKS OR PROJECTIONS INCLUDED) SUBCONTRACTOR DATE INSP. RED. 'I - 0 `'2 q P TYPE OF INSP. ' - INSPECTION MADE REMARKS STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, At W.R. FORM 6-19 DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. a- 6lVq/ APPLICATION FOR PLUMBING; ELECTRICA THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ovu.vnvvmarcu-rrorv-vmsvrv-- PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO.Al- PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT ALUM INUM WI RE UNDER SIZE 8 ILLEGAL FLOOR BSM IST 2ND 3RD 4TH NO. FUE4CecleOne Gap Oll Propane Elee Solar N0. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO.WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applico- tion is correct and understand that I cannot start this project until this appli- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate revocation of this permit `Tnn ,er n.'' PERMIT FEE USE TAX TOTAL FEE 1,90-d $ _,tp CHIEF BUILDING OWNER . ADDRESS PHONE _ NOT CONTRACT P~RICnE'$. 00 0, 00 DATE 1.../ City of Wheat Ridge Date Issued q- / - az 9 el ZIP CODE Ss7~L CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS DOlieenU Sianmure DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. 234.5933 P.O.BOX638 CITY OF WHEAT RIDGE, COLO. mcjc`lg`6oZ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. Other S or D Face Total Square Feet Elect. Permit No. Zone_ Approved, Zone Inspector ~APPL AI IUN I-UH MI5GtLLANtUUJ I'L111011 JOB ADDRESS 7777 Ga/, 35'vc~ f~ !fig- OWNER CONTRACTOR v✓ l2tPi}"nH ADDRESS 4:7&2 60 Mal- O ~~11 1 - /AA Y-C-YL ADDRESS PHONE -/00o ZIPCODE )1' /34 . ~V V v CITY ZIP CODE &5.2-2- CONTRACT PRICE $ PHONE 4-44 -3°767 LICENSE NO. 1-72-11 DATE 1. TYPE Ground U 2. MATERIAL SIGNS 3. ILLUMINATION Yes[] No❑ Type 4. SET BACK FROM PROPERTY LINE N- (Soeeifv which is front) ❑ Wol E_ W 1. TYPE Solid1 J More Than 80% OpenLJ Less Than 2. MATERIAL FENCES 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W_ (Specify which is front) ❑ ❑ ❑ ❑ OTHER 2. 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVING (SETBACKS OR PROJECTIONS INCLUDED) Y INSPECTION TICKET ADDRESS W 3 g x -t2 a DATE: BLDG. PERMI N PERMIT# BLDG. STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND f DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. SUBCONTRACTOR DATE INSP. REQ. C/ ~,rnJ TYPE OF INSP. INSPECTION MADE REMARKS APPLICATION FOR PLUMBING; ELECTRICAL;. THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONL' W.R. FORM 6-19 PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF W ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM I ST -2-ND 3RD 4TH NO. FLEUCird6One Gos 011 Propane Cool Elec Solor t.10. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL I40T WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING POWER SUB-CIRCUITS UTILITY (RANGE, DISPOSER,ETCJ FIXTURES GARBAGE DISP WATER HEATER AUTO.WASHER DISH WASHER REFRIGERATION SYSTEM Refrigerant Group Pounds Charge AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS a CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this appli- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will Cause immediate revocation of this permit sooneaot. Sitfhalura PERMIT FEE rou USE TAX TOTAL FEE 3:7 -120 APPROVED DISAPPROVED CHIEF BUILDI INSPECTOR, City of Wheat Ridge Date Issued -~4 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. M94#19157 234-5933 P.O. BOX 638 CITY OF -WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. .nn, 11ATinni rnn u,orrl , ALICni IC DCDAAIT ,ray-hk J?IS; rwgR V=M1C JOB ADDRESS -/-7 / / 14l-, S"- w 7 CONTRACTOR ~I 11-E 1 IIJ AN41 /O!-ATnNAI ADDRESS ~~L7 CITY -I..t tom. ZIP CODE X /-~i PHC)NF - 13 - 51-147 LICENSE NO. OWNER c-, 1-+ M A 14IF-A'i-s~tit ADDRESS Z90C D e: zJ 0 PHONE ZIP CODE CONTRACT PRICE $ cS 0CV DATE ZZ'ZC~ TYPE Ground ❑ 1 Wall❑ Proiectin00 Other S or D Face SIGNS . 2. MATERIAL ON Y ❑ N T ❑ T e Total Square Feet Permit No Elect ss o 3. ILLUMINA I 4. SET BACK FROM PROPERTY LINE N (Specify which is front) yp _ ❑ S_ E ❑ _ W ❑ ❑ . Zone- . Approved,Zons Inspector Disapproved I. TYPE Solid❑ More Than 80% Open[] MATERIAL Less Than 80% Open Height FENCES 3 SET BACK FROM PROPERTY LINE N (Specify which is front) _ ❑ S_ E ❑ _ W ❑ ❑ Zone_ Approved, Zone Inspector Disapproved I . 2 OTHER 3 . DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOMEA PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BYTHE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. -1- ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM 1ST 2ND 3RD 4tH NO, Fl1E4CwdeOne Gore Oil Propane Eleo Solor NO. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refri erant Group UTILITY (RANGE, OISPO3ER,ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES PERMIT FEE 0 . CY`C e that this applied- knowled b I y ac here g tion is correct and understand that I til thi li- USE TAX s opp cannot start this project un cation is approved. I shall comply with TOTAL FEE $ the laws of the State of Colorado and to the Zoning Regulations and Building APPROVED Code of the City of Wheat Ridge. Any DISAPPROVED- violation of the above terms will cause CHIEF BUILDING /f SPECTOR,Cityof Wheat Ridge immediate revocation of this permit 2-2 2 Date Issued 1 4 plicants SiOW... NOT CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. 234.59,33 P.O.BOX638 CITY OF WHEAT RIDGE, COLO. MP94#3610 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS ! f 77 ' CONTRACTOR /-5 ADDRESS CITY. 6-1112-v- ZIPCC'lpADE (~OZ PHONE Z-3 2777 LICENSE NO. .L/YIYLVVJ OWNER ADDRESS PHONE CONTRACT PRICE $ Ooh DATE 31,e 1. TYPE Ground❑ / / q q7 Wall❑ Proiectinga Other Sor D Face 2. MATERIAL L lCJ 3.__ILLUMINATION yes El No❑ Type E Q W INSPECTION TICKET El I INSPECTION TICKET ) JOB / / pen❑ Less The ADDRESS 7 7 7 3 .z,- ' All JOB ADDRESS CA1 3 S"ti E- W- ❑ ❑ I DATE: 5-11 -q Y BLDG. PERMI~y3&,`6 PERMIT# ER STRUCTURE, GIVII BLDG. CONTR. 'ROPERTY LINE SUBCONTRACTOR DATE INSP. REQ.p 2)~-~-~J `G y TYPE OF INSP. r INSPECTION REMARKS W.R. FORM 6-19 PROPERTY LINE HOUSES,STREETS,AI RAGE DISTANCE. DATE: BLDG PER IT# 3&G PERMIT##~J BLDG. CONTR. / SUBCONTRACTOR J-'--9-J DATE INSP. REQ. TYPE OF INSPECTION W.R. FORM 6-19 V JG; ELECTRICA HE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECT DN-DTVI5TON- IE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. ALUMINUM WIRE UNDER SIZE B ILLEGAL PLUMBING PERMIT STATE LICENSE NO FLOOR BSM I ST 2ND 3RD 4TH MECHANICAL PERMIT NO FUEL;C'IrcleOne Go$ OII Propane Elec Solar NO. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING -BTV LIGHTING - SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY(RANGE, DISPOSER,ETC.) AUTO.WASHER Pounds Charge FIXTURES DISH WASHER - AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN Z ELEVATOR SIGNS URINAL TRANSFORMERS S RECTIFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this oppli- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediat revocation of this permit PERMIT FEE 6-0 USE TAX TOT E ( p 2) APPROVED DIS CHIEF BUILDI G NSPECTOR,City of Wh 1 Ridge Date Issued C' ZIP CODE NOT VALID UNLESS RE' 4b_l,.~Ra 5a 19 CALL 234.5933 24 HOURS IN ADVANCE FOR INSPECTIONS pliaants Signature ` /L?ClV-,!' 36, d INSPECTION TICKET JOB LI ADDRESS , 1 eI DATE: BLDG. PERMIT# PERMI## BLDG. CONTR. A- Jjzt vim ~ SUBCONTRACTOR DATE INSP. REQ. TYPE OF II INSPECTIO REMARKS INSPECTION TICKET JOB / ➢ I ADDRESS 7 w 5 -"q,;) -y y y DATE: BLDG. PERM 36/6 PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP.!- - v° 0 1/ (j INSPECTION MADE Z' REMARKS l_ W.R. FORM &19 INSPECTION TICKET JOB ADDRESS / -7 W'3 DATE: BLDG. PERMIT# [ l~ P,ERMIIT# BLDG. CONTR. ` V~- SUBCONTRACTOR M DATE INSP. REQ. TYPE OF INSP. INSPECTION REMARKS W.R. FORM 6-19 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. 234-5933 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. ME94#5704 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. _TT7 ! r 3e)-zL 4:4E JOB ADDRESS OWNER /Y W _ CONTRACTOR PIPL-L ADDRESS 5900 rC.,c> ADDRESS 5f)(20 'TA'+ ST" PHONE ZIP CODE 02.BCr CITY ZIP CODE F.30003 CONTRACT PRICE PHONE LICENSE NO. Q 1 69 DATE F3 PVA':I`1 9&1 L I. TYPE Ground ❑ W0110 ProiectingL S a' INSPECTION TICKET E_ W_t- JOB '1 S ❑Less Than ADDRESS !I I -I ` J FE nn II~lt _E_ W_ ❑ C DATE: <3 X1'1 ~4~ 1'7 -9 V BLDG. PERMIT# S74 PERMIT# BLDG. CONTR. 2ti=; ~ RUCTURE, GIVING SUBCONTRACTOR PITY LINE DATE INSP. REQ. TYPE OF INSP. r INSPECTION REMARKS W.R. FORM 619 41 :RTY LINE INSPECTION TICKET JOB -1 ADDRESS .3 11 DATE: BLDG. P RMIT# 74q ~-J6 S PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. 3-( I`q TYPE OF INSP. _ INSPECTION MADE REMARKS 4190 W.R. FORM 619 _ S,STREETS,AND r` DISTANCE. l LECTRICAL; MECHANICAL PERMIT __THts APPDCATION WILL BECUME A-PERIVRrTOV =CATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. by PLUMBING PERMIT STATE LICENSE NO MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR SSM IST 2ND 3RD 4TH NO. FUEUCWdeOne Gas011Proparb Elea Solar NO. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM 1-7 POWER SUB-CIRCUITS WATER HEATER Refrigerant Group 3 UTILITY (RANGE, DISPOSER, ETC.) AUTO. WASHER Pounds Charge 6E, FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS a RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS 0`-hU X151 N< "ieR/ IN ID I~~~S ®F'F'!C%G hereby acknowledge that this applica- I PERMIT FEE . tion is correct and understand that I USE TAX ntil this a li- ct t thi t j pp ar s pro u e cannot s cation is approved: I shall comply with TOTAL FEE nd to f C l d St t f ora o a a e o o the the laws o the Zoning Regulations and Building PPROVEC Code of the City of Wheat Ridge. Any DISA violation of the above terms will cause CHIEF BUILD immediate revocation of this permit Date Issued- AOelieanb eienatun $J AGO INSPECTOR,Cityy O Wheat Ridge NOT VALID UNLESS RECEIP CALL 234.5933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 67!/a C` 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. 234.593,3 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. ME94#5705 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS W'35W A-Ile OWNER ~~GG~'1K} COW2l10o+ic~M.TtIUYZ= /I'lcawnT- CONTRACTOR ~IPT~2.AL ADDRESS 3/OtJ n1jGo ADDRESS 5`160 aAst- PHONE ZIP CODE 22215'2 CITY 1'y ~ ZIP CODE E50005 CONTRACT PRICE ~ PHONE 42-~... `32,(`i LICENSE NO. 19b`I DATE O M~ t dl 1. TYPE Ground❑ Wall❑ Proiecting❑ Other Sor D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yee❑ No❑ Type Elect. Permit No. 4, SET BACK FROM PROPERTY LINE N S_ E_ W Zone_ Approved, Zone Inspector 1. TYPE Solid❑ More Than 80% Open❑ Less Than 80% Open FENCES MATERIAL - Height 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone- ADDrwed,Zone Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved I. OTHER 2. 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) W z J Y F- 2 SPECIFY NORTH fn STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TOIADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PFRMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. I l 6L4 PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL NO, FLOOR WATER CLOSET BSM IST 2ND 3RD 4TH NO. Fl1ELCircle One Gasgl Propane Coal Elea Solar FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO.WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS a CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS a RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES » LxnT I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this opPli- cation is approved. I shall comply with the lows of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate revocation of this permit USE TAX TOTAL FEE $ NOT VALID UNLESS PERMIT FEE "ffdr CHIEF BUILDIN,jINSPECTOR,Cityo0fteatRidge Date Issued -:3 - `f Q.;2 a CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS Applicants Sianalure CERTIFICATE OF OCCUPANCY CITY OF WHEAT RIDGE Issued Without Fee 7500 W. 29th Avenue Date April 18, 1994 Wheat Ridge, Colorado 80034 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may beoccupied for the use specified. OWNER ConAm ADDRESS 7777 W. 38th Avenue eat Ridge, CU 80036 CONTRACTOR Neenan Company, 2290 E. Prospect Rd., Ft. Collins, CO 80522 PROPERTYADDRESS 7777 W. 38th Avenue. #A-118 6 a) LEGAL DESCRIPTION: Tenant Finish Ti- . FOR THE FOLLOWING PURPOSE No change shall be made In the use of this building without prior notice and a new Certificate of Occupancy from the City of Wheat Ridge. Chief Building Inspector Zoning Administrator W.R. Form" For Mayor INSPECTIONS 'WILL THIS CARD IS POSTED Ott MADE UNLESS ON "THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE INSPECTION 4a> 23+683 JOB ADDRESS 7777 W. 38th Avenue A-118 BUILDING PERMIT NO M94#19162 DATE ISSUED 2/24/94 TYPE OCCUPANCY OWNER ConAm 3CONTRACTOR Neenan Company, 2290 E. Prospect Rd., Ft. Collins, CO 80522 SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcin or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbing Ground Work 3 Heating Ground Work V DO NOT POUR FLOOF~UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Olt / Rough Plumbing Air Test Gas Pi in g 0- Rough h Heating & Ventilation (above must be signed prior to frQRning inspection) Framin Insulation Drywall nailing Refrigeration Electrical underground Final Electrical Fixtures Plumbing Fixtures Heatin &Ventilation Landscape & Parking V R.O.W.& Drainage Fire Department Job Completed OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. MM94#4385 237-6944 EXT. 255 P.O. BOX 538 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS 7777 W. 38th Ave unit #(102'" CONTRACTOR Good News Heating & Air Cond I ADDRESS 3615 Morrison Rd CITY Denver ZIP CODE. 80219 PHONE 934-2477 LICENSE NO. 17087 PERMIT FEE USE TAX TOTAL FEE D APPROV CHIEF BUILD 1. TYPE Ground 13 Woll❑ Proiectinl 2. MATERIAL SIGNS 3. ILLUMINATION Yes❑ No❑ Type 4. SET BACK FROM PROPERTY LINE N_ S_ E_ W_ (Specify which is front) ❑ ❑ ❑ I. TYPE SolidU More Than 80% OpenU Lees Thi ZIP CODE 3885.00 INSPECTION TICKET JOB 7 J ADDRESS FENCES I2. MATERIAL MPit7 tF 3. SET BACK FROM PROPERTY LINE N_ E_ W_ DATE: ~__a u BLDG. PERMIT# '43J~S- (Specify which is front) ❑ ❑ ❑ OTHER I2. 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER (SETBACKS OR PROJECTIONS INCLUDED) PERMMIIT(#~ BLDG. CONTR. ~LA SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. 4 INSPECTION MADE 411 REMARKS W.R. FORM 619 / STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AN DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. ALUMINUM WIRE UNDER SIZE 8 ILLEGAL NO. TEMPORARY METER PLUMBING PERMIT STATE LICENSE NO. FLOOR BSM IST 2ND 3RD 4TH WATER CLOSET WASH BOWL MECHANICAL PERMIT NO. FUEL:Cirds One a OIIPropone Cod Elec Solor 1 FORCED AIR - BTU 125 MB H HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP. REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this oppli- cotion is approved. I sholl comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause Imme iota revocation of this permit. OWNER Conam Management ADDRESS h PHONE JNTRACT PRICE $ 46.62 a $ -9-) . y /41 RECEIPTED s4 INSPECTOR, City olMheat Ridge Date Issued f 7 CAL -8944 EXT. 255 24 HOURS NCE FOR I CTI0 plicanta eiandlari 5 INSPECTION TICKET JOB ADDRESS D 4+ DATE: 44-6-- q BLDG. PERMIT# P`n~ERMIT# BLDG. CONTR. 4><'~- SUBCONTRACTOR DATE INSP. REQ. G Gu TYPE OF INSP. --c • INSPECTION MADE REMARKS G INSPECTION TICKET JOB ADDRESS 7 cv 3 ~ f0~ oorr DATE: BLDG. PERMIT# V'.5J PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. S7- TYPE OF INSP. INSPECTION MADE REMARKS INSPECTION TICKET JOB 7 77 W,) ° p ADDRESS DATE: -5- 3 -~:y BLDG. PERMIT# PERM IT# BLDG. CONTR. C~~ SUBCONTRACTOR DATE INSP. REQ. l~y TYPE OF INSP . j J/ y INSPECTION MADE S dZ W.R. FORM 6-19 W.R. FORM G19 / DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. MM94# 4384 .237-6944 EXT. 255 P.O. BOX 636 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOBADDRESS7777 W. 38th Ave unit # CONTRACTOR Good News Heating & Air ADDRESS 3615 Morrison Rd CITY Denver, PHONE 934-24„7 ZIP CODE 80219 LICENSE NO. 17 0 8 7 PRICE $ 3885 .00 1. TYPE Ground ❑ Wall❑ Proiectinp❑ Other - S or D Face 2. MATERIAL II--1I Total Square Feet SIGNS 3. ILLUMINATION Yes❑ NoO Type Elect. Permit No 4 SET BACK FROM PROPERTY LINE N_ 5_ E_ W (Soecifv which is front) ❑ I. TYPE SOIidLI More Than 80% OpenLJ Lees Than 804, FENCES 2. MATERIAL 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W (SaeCifv which is front) ❑ ❑ ❑ ❑ I. OTHER 2 13, I INSPECTION TICKET JOB ADDRESS `3 ~lG<( ht4 DATE: 5-(-7 BLDG. PERMIT# DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN, OR OTHER STRUCTURE, GIVING DIS1 (SETBACKS OR PROJECTIONS INCLUDED) BLDG 7 I M nI~PE( ,RM,ITT# CONTR_ SUBCONTRACTOR DATE INSP. REQ. Z-0-9 K-( TYPE OF INSP. INSPECTION STREET NAME REMARKS SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND PROP W R FORM 6-19 DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECH THIS APPLICATION kTPMtT TO PERFORM THE INDICATED WORK ONLY UP m o-wa.' 60 DAYS FROM DATE OF ISSUANCE IF WORK IS Ni ELECTRi. - STATE LICENSE N.:. ALUMINUM WIRE UNDER SIZE 8 ILLEGAL PLUMBING PERMIT STATE LICENSE NO. FLOOR BSM IST 2ND 3RD 4TH MECHANICAL PERMIT _ NO. FUEL;CWOOne Oil Propane Cod Elee Solar NO. WATER CLOSET 1 FORCED AIR - BTU 125 MBH TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGEDISP. REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC. AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applica- tion is Correct and understand that i. cannot start this project until this oppli- cotion is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate revocation of this ~permit. A)rvfia9ot. sighowe PERMIT FEE au,) USE TAX 46.62 TOTAL FEE CHIEF o y. 6 1 2 ECTOR,Cityof at Ridge Date Issued / oZ r OWNER Conam Management ADDRESS 0,c.o9'l -B'"2 S-fO/-y PHONE ZIP CODE 15 ~1NL S5 t♦;ECE IPTED (O/~/S k.#a - V CALL -6944 .255 24 HOURS NCE FO SPECTIONS ~l INSPECTION TICKET JOB -1 CxJ B ADDRESS Li (}.ZaioY DATE: T BLDG. PERMIT# 3V PERMIT# BLDG. CONTR... SUBCONTRACTOR DATE INSP. REG. `t ` o - 9 ~I ck- VIA TYPE OF INSP. -^t INSPECTION MADE REMARKS INSPECTION TICKET ADDRESS > _ - DATE: y. • CIT# BLDG. PERMIT# PERMIT# BLDG. CONTR. L^-a-n- SUBCONTRACTOR ~I r DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS W.R. FORM 6-19 INSPECTION TICKET w JOB W 3 S ADDRESS DATE: BLDG. PERMIT# $`i 3 PERMIT# _ BLDG. CONTR. Crl~ SUBCONTRACTOR DATE INSP. REQ. y ~QZ TYPE OF INSP. INSPECTION MAD/E / / REMARKS G-- ~I, c--~-- l o z q lam W.R. FORM 6-19 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. ME94#5734 234-5933 P.O. BOX 538 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. 7 JOB ADDRESS 2 2 ~ CONTRACTOR C M PY-iU C,l f~nnC.-'-rte 1C- ADDRESS -~~y-,W'~~~(' 13O -Fh CITYTh0 ZIP CODE PHONE LICENSE NO. OWNER ADDRESS PHONE CONTRACT PRICE $ DATE 1. TYPE Ground❑ Wall❑ Proiecting❑ Other Sor D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes[] No❑ Type Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N (Specify which is front) ❑ S_ E ❑ _ W ❑ ❑ Zone_ Approved,Zons Inspector Disapproved 1. TYPE Solid❑ More Than 80% Open❑ Lees Than 80% Open 2. MATERIAL Height FENCES 3. SET BACK FROM PROPERTY LINE N (Specify which is front) _ ❑ S_ E ❑ _ W ❑ ❑ Zone_ Approved,Zone Inspector Disapproved I . 2. OTHER 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN, OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOMEA PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BYTHE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. Iq _?C/ PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM I ST 2ND 3RD 4TH NO. FUEUCircle0r* Gas OII Propane Cod Elsa Solar NO. WATER CLOSET FORCED AIR BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group ,2 UTILITY (RANGE, DISPOSER, ETC.) AUTO.WASHER Pounds Charge ,2 FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTIFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this appli- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate V000tIon of this permit Apblicanla "°nmre PERMIT FEE `I USE TAX a.t TOTAL FEE NOT VALID UNLESS y y7 SL- CHIEF BUILDIto INSPECTOR,City of Wheat Ridge Date Issued ZIP CODE 'Ss ~ - CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS (rn17 q 14 iSaZ;l a a INSPECTION TICKET JOB ADDRESS C~ ~ o DATE: 'Y "I BLDG. PERM T# a;X PERMIT# BLDG. CONTR. W SUBCONTRACTOR DATE INSP. RED. TYPE OF INSP. &L INSPECTION INSPECTION TICKET JOB ADDRESS -I 7 w - 3 a 4- ly~ loa DATE: ~-2-2`~ I BLDG. PERMIT# PERMIT# BLDG. CONTR. N SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. dJ/ INSPECTION MADE 42Q7 ( REMARKS /l W.R. FORM 6-19 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. M94#19220 234-5933 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS 2_2 W 3 S'~" ~0 Z. W- y0 OWNER 0n4y+1 //yl -7 -1 4 'YVI CONTRACTOR 64- ( W rr ( SO H Co hfiv' a C ?'IV r S ADDRESS ADDRESS 16 0 r~V'~u`Tuf ST' PHONE ZIP CODE CITY L r1C W d0 ifc'rp ZIP CODE a 0 Z 2 C CONTRACT P'RlICE $ _ 1,~66719 0 0 PHONE Cr LICENSE NO. DATE 1. TYPE Ground ❑ 2. MATERIAL SIGNS 3. ILLUMINATION Yes❑ NOD Type - 4. SET BACK FROM PROPERTY LINE N_ (Soecifv which is front) ❑ Woll❑ Proiecting❑ Other Sor D Face I..__ E_ 1. TYPE SolidU More Than 80% OpsnU Less Than 80 JOB 2. MATERIAL ADDRESS FENCES 3. SET BACK FROM PROPERTY LINE N S_ E_ W, (Specify which istront) ❑ ❑ ❑ ❑ I. OTHER 2. 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVING OR (SETBACKS OR PROJECTIONS INCLUDED) INSPECTION TICKET DATE: q _I g -1 LAJ 3 O 0- (3 +(-2~'J BLDG. PERMIT# ! 91 a~ / I PERMIT# BLDG. CONTR. W SUBCONTRACTOR 0, 0q DATE INSP. REQ. TYPE OF II INSPECTIO REMARKS STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND PR( W.R. FORM 6-19 DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; M THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY Urorrmcrnnrtoly oy I nt DUILUINU INSrtu-nuq-MISTON--- PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT ALUM INUM WIRE UNDERSIZE G ILLEGAL FLOOR BSM IST 2ND 3RD 4TH NO FUEUCirdeOhe Gos011Propone EI Solor N0. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS - FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this appli- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate revocation of this permit Applicanta Signntura PERMITFEE NOT VALID UNLESS RECEIPTED 4 $ 3 r f~G V1- INSPECTOR, City of Wheat Ridge CALL 234-59 33 Date Issued 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. 234-5933 P.O.BOX638 CITY OF WHEAT RIDGE, COLO. MM94#4369 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. _ APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS CONTRACTOR 71M1 7WN yrm~l 1'i [Fe1.r ADDRESS 4WO WNWA Tl01.! G121VE CITY PT- GGLLIK(S GD ZIPCODE Sv15Z5 PHONE 202-OOZ2 LICENSE NO. 21 D 1. TYPE Ground U 2. MATERIAL SIGNS 3. ILLUMINATION Yes❑ No❑ Type OWNER So V1 1-11^ yyty- r'-I ADDRESS Q-865 Co NWOOP C12' PHONE PA V CODE CONTRACT PRICE t7 I ~~iY DATE WOIIL-J Proiecting Other S or D Face Total Square Feet Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N_ S_ E- W Zone_ Approved, Zone Inspector (Soecifv which is front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE SolidLJ More Than 80% OpenLJ Laos Than 80% Open FENCES ? MATERIAL Height 3. SET BACK FROM PROPERTY LINE N S_ E- W Zone_ Approved,Zons Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved I. OTHER 2. 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN, OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOMEA PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM IST 2ND 3RD 4TH NO. Fl;E4CircJe One Goa Oll Propane Cool Elec Solar NO. WATER CLOSET FORCED AIR BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING - LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SY TEM POWER SUB-CIRCUITS WATER HEATER Refri Brant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 8 CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS .~p goft) "!C~T IS I/Iftirmp TA2 Alrpmm r9 91'"PicH nuGTIfQ .Pn e..l~"➢'1L1/.. 19rew9:b_a9^yr9 wlu v, er§1'f"fY~`6~Q P,t_ ~'MF. N EhtL1f~1 t;B. I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this appli- cation is approved. I shall comply with the laws of the State of Colorado and to e ning Regulations and Building the Cifo Ridge. Any Code , of violation ih abovse)teter rms will cause immedia a revo Lion f this permit PERMIT FEE 6 ef-ej USE TAX 164 '!~7 S"S TOTAL FEE n $ 13 .SS CHIEF BUILDIW INSPECTOR,City of Wheat Ridge Date Issued NOT VALID UNLESS RECEIPTED e 'bl- 609a9 A10 maul CALL 234.5933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. ME93#5209 237.3944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. n !x1 APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS UJ A o~ OWNER - C~bL- CONTRACTOR C1jU~V-f1/' -1~~C I ADDRESS W 21k Y-LL ADDRESS I~A~r7 W (JJLLk_ 09,21 7__ I PHONE r/ ZIPCODER033 . IP CODE 6 - 1 CONTRACT PRICE S 7000 CITY LdAZ (-Q Z _ PHONE - -1Qf~' / 1'-IJy LICENSE NO. 1. TYPE Ground ❑ Wol I❑ Prolecting❑ Other S or D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes❑ No❑ Type Elect. Permit No. 4 SET BACK FROM PROPERTY LINE N _ S_ E _ W Zone_ Approved, Zone Inspector (Specify which ie front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid❑ More Than 80% Open❑ Less Than 80% Open 2' MATERIAL Height FENCES 3. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zone_ Approved,Zone Inspector (SDecifv which is front) ❑ ❑ ❑ ❑ Disapproved 1. OTHER 2. 13. DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) -i- SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. MPUIT WII I FXPIRF 90 DAYS FROM DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT CENSE N0. CHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL j BSM IST 2ND WeOne Gap 011 Propane Coal ElecSolor NO. TEMPORARY METER NEW SERVICE AMPS T 1BATHT7UB * D AIR - BTU ATER - BTU - BTU SERVICE-AMPS ONDITIONING-BTU AIR LIGHTING SINK HEA TING GARBAGE DISP. REFRIGERATION SYSTEM POWER SUB-CIRCUITS ER, ETC.) UTILITY FIXTUR WATER HEATER AUTO.WASHER DISH WASHER Refri eront Group Pounds Charge AUTOMATIC SPRINKLER SYSTEM WIRING ROLS FLOOR DRAIN ELEVATOR SIGNS M URINAL TRANSTFIERS SEWERS OLD ADDITIO OTHER MOTOR TOTAL FIXTURES REMARKS 1,1 L& L IL LL I OQ ' d57t lV5 t this o th lica- l d PERMIT FEE Cf -3- 0_6 NOT VALID UNLESS REGEIPTEI ge a pp e I hereby acknow tion is correct and understand that I li- USE TAX °20 -a3 `i3 cannot start this project until this app action is approved. i shall comply with TOTAL FEE $ d, ..DD fk 5 S"~ S the laws of the State of Colorado and to the Zoning Regulations and Building APPROVED~ 3 4- ~ Code of the City of Wheat Ridge. Any violation of the above terms ill cause immediate revo~p on y_^7 th'e a it. DISAPPROVED CHIEF BUILDING INJ9 ECTOR,City of Wheat Ridge CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE Y 0 Date Issued / ~ ~ FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. ME93#517a 237-6944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS _PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS - / / / / W J0' Y(iV`CJVK- h "l; 00' CONTRACTOR 1 M &2-r U yCrrS 7!V ADDRESS` )-320 . ` ~B2vY1[t i"14 S CITY L1QAl+-2..~ ZIPCODE 2 PHONE 75-2 -X 17 2 STLICENSE NO. 3,2S'0 OWNER ADDRESS 7792 W 35 6`5 ' 14"7-6 PHONE ZIPCODE $SOGS i CONTRACT PRICE $ /00 L" 1. TYPE Ground❑ Wall❑ Proiecting❑ Other Sor D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes❑ No❑ Type Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Approved, Zone Inspector (Soacifv which is front) ❑ ❑ ❑ ❑ Discooroved 1. TYPE SoIidLJ More Than 90% FENCES 2. MATERIAL 3. SET BACK FROM PROPERTY LINE N_ 1 (SDecifv which is front) ❑ OTHER PERMIT FEE 3 1 3 ` la C/ DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN, OR OTHER STRUCTURE, GIV rk e ~ ~ (SETBACKS OR PROJECTIONS INCLUDED) DATE: BLDG. PERMIT# _00 PERMIT#01 U r BLDG. CONTR. 7 I r l " r SUBCONTRACTOR STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS,A DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICA THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE IF M USE TAX TOTAL FEE APPROVED ELECTRICAL PERMIT STATE LICENSE NO. 3 : O PLUMBING PERD STATE LICENSE N0._ ALUMINUM WIRE UNDERSIZE S ILLEGAL FLOOR B S M IST or NO. WATER CLOSET rVKUau AIM - Diu TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP. REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO.WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS I ,Z' a U i 1" I Iii v 1 ~I-2 U I -Ci t~Q a (u Y^ 1'Vl nO6 /L'Q (C G- In `2+ KJ,-41 L• I hereby acknowledge that this opplico- tion is correct and understand that I cannot start this project until this oppti- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate f revocation of this permit. lrlna.r li Ai \of/pr, aA A(pliatints eight., CHIEF BUILDIN JOB P. t S c" ADDRESS J TYPE OF INSP. INSPECTION MADE W.R. FORM &19 25,00 ^ n ANOT '!n0 / J of Wheat Ridge Date Issued n9 Lees Than 80% E_ W_ INSPECTION TICKET CALL 237-6944 EXT. 255. 24 HOURS IN ADVANCE FOR INSPECTIONS DATE INSP. REQ. DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. ME92#5149 237-6944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS -7'7-'-7 "'J ' 3 $f CONTRACTOR eSIOT~A Se•c "r1 C~I1 ADDRESS S 4S 3 So• Ilk 8 r CITY 0 ey"V e,/ ZIP CODE '9b7_2'2_ PHONE -7 59_ (c'0 L'. LICENSE NO. 1. TYPE Ground❑ W0110 Proiectinq❑ Other Sor D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes[] No❑ Type Elect. Permit No. 4 SET BACK FROM PROPERTY LINE N _ S_ E _ W Zone_ Approved, Zone Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid❑ More Than 80% Open❑ Less Than 80% Open MATERIAL Height FENCES 3 SET BACK FROM PROPERTY LINE N _ S_ E _ W Zone_ Approved,Zons Inspector ISDBC1fV which is front) ❑ ❑ ❑ ❑ Disapproved 1, 1 1 R G OTHER 2.'S e8 13. OWNER ADDRESS q= 7 3 8'I PHONE 9f 75 7 ZIP CODE CONTRACT PRICE $ /0 'SCVD. po G I INSPECTION TICKET DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVING 84- REAR PROPERTY LINE -ia DATE: (SETBACKS OR PROJECTIONS INCLUDED) AJOB DDRESS -7 -7 -7 C~2 - J BLDG. PERMIT# - I PERMIT#/J BLDG. CONTR. SUBCONTRACTOR STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK 01 PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE lF WOf DATE INSP. REQ. _a TYPE OF INSP. - ~s~- INSPECTION MAD./d_ r(~ REMARKS 2- ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT I S STATE LICENSE NO. / ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM I ST 2N NO. WATER CLOSET W.R. FORM 6-19 TEMPORARY METER WASH BOWL NEW SERVICE - AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER LIGHTING SINK HEATING POWER SUB-CIRCUITS UTILITY (RANGE, DISPOSER, ETC.) FIXTURES GARBAGE DISP. WATER HEATER AUTO. WASHER DISH WASHER Ktr KR7tKAtn~N aTaitm Refrigerant Group Pounds s Charge AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES li 0- i PERMIT FEE ~ o<- G - s oPP c I hereby acknowledge that th t I d th ed - a Lion is correct and understan USE TAX o • cannot start this project until this opPli- ith l FEE A $ y w cation is approved. I shoji comp TOT L a. the laws of the State of Colorado and to the Zoning Regulations and Building APPROVED Code of the City of Wheat Ridge. Any violation of the above terms will cause DISAPPROVED DISAPPROVED- CHIEF,BUILDING} I SPECTOR,Cityof Wheat Ridge immediate revocation of this permit. Date Issued 1411, i nts ~9~^ture NOT VALID UNLESS CALL 237-6944 EXT. 255. 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO.NIE92#5113 237-6944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. PPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS J 3 t • /3-7 I OWNER /,~li~->~ CONTRACTOR O ®fr P (ir°v, t-T ADDRESS 4 2da L^J ~S c~ 'L ADDRESS PHONE... 4*16 7-rI 7~7 ZIP CODE CITY -✓'CtirY-c,~ -ZIP CODE CONTRACT PRICE $ PHONE 77 7 LICENSE NO. Z~ CCi 1. TYPE Ground F-1 Woll❑ Proiecting❑ Other Sor D Face 2. MATERIAL Total Square Feet SIGNS 3. ILLUMINATION Yes❑ No❑ Type Elect. Permit No. 4. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Approved, Zone Inspector (SDeClfY which is front) ❑ ❑ ❑ ❑ hisaoorm,ed 1. TYPE Solid" More Than 80% OpenL-) Less Than 80% Open FENCES S. MATERIAL Height 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W Zone_ Approved,Zons Inspector (Specify which is front) ❑ ❑ ❑ ❑ Disapproved 1. OTHER 13. DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE, GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) i J FFY yyC~ yk SPECIFY NORTH 8 Vi STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO./ 6 9 / PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM I ST 2ND 3RD 4TH NO FUEL:CkdeOne Gae OII Propane Cod Elea Solar NO. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP. REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refrigerant Group UTILITY (RANGE, DISPOSER, ETC.) AUTO. WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES -4-- I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this oppli- cation is approved. I shall comply with the laws of the State of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate revocation of this permit. PERMIT FEE USE TAX TOTAL FEE $ar CHIEF BUILDINVNSPECTOR,City of Wheat Ridge Date Issued ! y q b NOT VAL le!~~ CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FOR INSPECTIONS OOIICOn1e~9/enOIV DEPARTMENT OF COMMUNITY DEVELOPMENT M92~~18432 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. 237-6944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS iw )-ii CONTRACTOR ,~~L•~%nmomS C°o ~tSG7C ADDRESS r 3 -0"0 CITY ZIP CODE 0~2~0~19~ q PHONE 0 r~s Z LICENSE NO.L_2'?JL- 1. TYPE GroundU Wallu 2. MATERIAL SIGNS 3. ILLUMINATION Yes❑ NOD Type 4. SET BACK FROM PROPERTY LINE N_ S_ (Specify which is front) ❑ ❑ I, TYPE Solid❑ More Than 80% Open❑ OWNER ` ADDRESS PHONE FEl' p ZIP CODE 033 CONTRACT PRICE $ PU S~ • Other S orD Face Total Square Feet Elect, Permit No. Zone_ Approved, Zone Inspector Less Than 80% Open FENCES 2. MATERIAL 3. SET BACK FROM PROPERTY LINE N_ (Specify which is front) ❑ OTHER W Zone_ Approved,Zons Inspector ❑ Disapproved 3. DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE,( (SETBACKS OR PROJECTIONS INCLUDED) PERMIT FEE USE TAX TOTAL FEE APPROVED DATE: 7 S BLDG. PERMIT# .z PERRMIIT# BLDG. CONTR. Irk '~"-*Y-o-~~ SUBCONTRACTOR STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREET! DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRI THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WC PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE 1 CHIEF BUILDIN ELECTRICAL PERMIT PLUMBING PE ~ STATE LICENSE NO. y, ~ STATE LICENSE NQ_ / ALUMINUM WIRE UNDER SIZE B ILLEGAL FLOOR BSM 1 S7 Solar NO. WATER CLOSET TEMPORARY METER WASH BOWL W.R. FORM 619 NEW SERVICE . - AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER LIGHTING SINK HEATING GARBAGE DISK POWER SUB-CIRCUITS WATER HEATER - -nr:•-•~*r-~•wt~ UTILITY (RANGE, DISPOSER, ETC.) AUTO.WASHER Pounds Charge FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledge that this applica- tion is correct and understand that I cannot start this project until this appli- cation is approved. I sholl comply with the lows of the $tote of Colorado and to the Zoning Regulations and Building Code of the City of Wheat Ridge. Any violation of the above terms will cause immediate revocation of this permit. 4pp11gf6te Signature INSPECTION TICKET JOB ADDRESS 7 7 7 W,3 a CC ~ DATE INSP. REQ. ppp~ J~ rte/ TYPE OF INSP. INSPECTION MADE J 5 Ad V. ocsenovc ~./Ytnr./IA._.? ~rA~7l City of Wheat Ridge Date Issued VALID tE,S CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FOR INSPECTIONS ~ ~V0-d~ n CD ~ ~ mfP CD A) d o: CD 0-' ~ w ~ CLd 00 n fD ~7d CD , °0 fD • ~ ~ t ~ m ~ ~„p Qo s ^ c„ ~ ~ ~ n e 1 ~ A ~ ~ Q CD (D ~ /l~ F~ • M l/~ e ~V V ~ O V~ r~ n 0-E ~ 1 m e::l a m a 2 ' ~ V fD r7 Q (D N ~ ~ i JI ~ m ti A Vp m P ~ d N lt~ ~ o m (D 3 &0 Z O ~ ~ ~ O ° P1 N m N1= 3 m 0 N 5 3 o w c Z C~/~ ~G ~ ~ f ~ w w~ m w a wo O VA ~ f N ~ w a r I I I I ~ a w o ~ ~ F ~ y 7C ~ N ~ F F N' F f m m m m m X ~ - x w~ o c° w r~ 3 W f ~ `G n 0 ~ ? ~ n ~ ~ ~ g ~ O . m m m N d f A1 %z N ~ N y ~ X~~ a ~S Q ~ N ~j C I OM 0 N N C m C~ n p j ~ N 0 ` n p. p ~ (n Z N 3 A1 (D p_ O_ n n IQ O C N O O_ N O (7 N N{p n p n N ~ m p m. m 3 w o fli O- m m tn m o m w m ~ mF P:my ~,m'omo -0 ~ ~ N> o ~~=am~ m s~ a m m Z c ~ a m~ X m m c o ° " c ' m ~ ^ r ° ~ ~ w~°'3sD ~ o Q (n ~ x o ° n C1 (D A) , N N 1 m . 'O iF ~ I I = r J j t~ o w m m w N ~ I m m ~ ` o m m 3 SD 0 A I ~ ~ m - m 3 ~ ~ o = ~ m p°, ' o 3 x < ~ y ~o II v; m = a w ~ to . MRl RIDGI fl~I RUCTE DISIRICT P.O. Box 507 3880 Upham Street Wheat Ridge, Colorado 80034 (303) 424-7323 October 23, 1992 John Cook Assistant Supervisor Building Maintenance II Lutheran Medical Center 8300 W. 38 Ave. Wheat Ridge Colorado ~ 80033 Re: Auman Resources Division/Education Division, located at 7777 W. 38 Ave., Wilmore Center l~J Dear John; An attempt to locate information concerning the installation and designated responsibility regarding the current fire alarm systems that are installed in Human Resources Division and in the Education Division has proven to be futile. No information has been found regarding where the system came from or who did the installation. There are no apparent records at the City of Wheat Ridge Building Department or the Wheat Ridge Fire Protection District of plans submitted, system approval for installation, inspections, or acceptance tests that may have been conducted at the time the system was installed. As you are aware through our previous conversations, both systems are currently in non compliance with the Uniform Fire Code, Article 14, requirements for Fire Alarm Systems. Continued use of the two locations by the Human Resources Division and the Education Division will require a complete system retro fit or replacement of the two alarm systems currently in place, to occur within 90 days from receipt of this notice in order to comply with Uniform Fire Code requirements. I am including a copy of Article 14, Fire Alarm Systems, Uniform Fire Code, 1988 Edition, for your information. Due to the mixed use of the areas involved, a combined manual and automatic system is required. The system(s) will have to provide proper coverage for the entire areas currently being used, have the ability to be expanded in the event the use areas are increased at a later date, and be supervised (monitored) by an approved central, proprietary, or remote monitoring station. Thank you for your cooperation in this matter. Please contact me at 424-7323, Wheat Ridge Fire Protection District, if I can be of further assistance. Respectfully, David Roberts Fire Marshal Wheat Ridge Fire Protection District cc: file Jack Prose, Chief Building Official City of Wheat Ridge Building Dept. /Yl~ra~I~Y3 a ~ INSPECTION TICKET JOB ADDRESS DATE: / ~~gLDG. PERMIT# J PERMIT# . BLDG. CONTR. I,J i~ J I, SUBCONTRACTOR qp ~ DATE INSP. REQ._ 0' TYPE OF INSP. -C-,4.w INSPECTION MADE 'e -/`X ett REMARKS 0(/( -7 INSPECTION TICKET JOB ADDRESS 1 , w g 6- - DATE: I QD-6 BLDG. PERMIT# / i~y 3 a PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. I n - r TYPE OF INSP. INSPECTION REMARKS W.R. FORM 6-19 ~ 0/ BUILDING DEPARTMENT 237-6944 Ext. 255 CITY OF WHEAT RIDGE • • Correction Notice Job Located at ...2.7.?..d......... ~....~.~......:~..1••~.~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws governing same: .....~...~..~~../..Cd..tsa...~(.J~..~l.6......~1.7...rj..~``7.>9..l.l..~-t.:I i ....y9...... -~Q.:~U...~.7.`.!~!z4.......1~~....)..J.......l.~'l.J.~.....~'-.,Y~1..~..~ ,i ............~~',-.-.~--u ~.~..........f...cj...~~...~ l.~~l ......~`,z.-...~hav . .~.........~~-..c . . . ....~j..:...~?,v..:~....~s........~u~r...... ~ . , ~ . ~ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. ~ Date..... ~ :1 I /I ` .4 .........n..g..Dep.....t........ nspector.f for Buildi.. . FOpM WR6-2$ DO NOT REMOVE THIS TAG ~ . - . . . . . ~ . . ..._.'.I rn q ao ; ~q a- S INSPECTION TICKET Joe ,~I ~i~-~-- ADDRESS 7 77 ~ C DATE: BLDG. PERMITN a PERMITM BLDG. CONTR. A, ~j ~ SUBCONTRACTOR DATE INSP. REQ. 1a -a TYPE OF INSP INSPECTION MADE' v~ZL~7~ REMARKS ~90,~ . , INSPECTION-TtCKET ' Jos ADDRESS 7 '7-7 -7 G✓ 13r I7 DATE: BLDG. PERMIT#(~~Z PERMITN BIDG. CONTR. SUBCONTRACTOR . DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE , REMARKS W.R. 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Q V' 3 ~ Q O 7 1~ ¢ ~ y F O O 1- ~ W I- W J N J ~ W w m Q C y Z ~ U Y a N a a y 8 O m J N W f- ' l ~ V " p (6 Qj ~i d 2 V Z ~ ~ U> U (W 9 N ~ 2 W O K W W W 2 ~ Y U K m y = K p W O U ~ ~ W W 0 2 ~ W ~ ~ Z p N W J ~ o 1 N Z = F- W J- o Z Z 2 F O ~ F 2 U 2 d ~ d' H Q 2 J ILL N ~ N j Q Q Z W rL lowwwk rc u m ~ z n C Q > C, O 2 4F.+ 3 0 T ~k% d b w w W LL W X ~ ~ a J H w ~ O 4 7 H N N U y X a O WQU m Z W N A Q ? N O ~ j=o U ~ o - '"nQ cm ^ 2 ~ n ! ._a a nop; o.°a °u E O r'_ " O 4 O wa«°oa c « = o o - ^ ~ w c u o « E~ p ~ ° - U o ` ~ p V C }my OC ; b a 0 - N ~ o C ~ 9 ~ O..L p o u Z^ T a a o o ~ Y p O P~ C p ~ tl `p C. O ~ o\~2 9 ° o N o ~ c ~ O « u a~i~~U i~E ~W ya -(--t 18~F s- l INSPECTION TICKET JOB ADDRESS -11 1 --l W- 3 ~fEL _ _ _ T Q-/ _ INSPECTION TICKET JOB ADDRESS 7 -7 ] Gc/. 3 ~'6L .4, Z y ct (n ya . DATE: /~-BLDG. PERMIT# I E 1J SI PERMITS BLDG. CONTR. W U- SUBCONTRACTOR n DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE 9-'2/ C l _ REMARKS 1 ' INSPECTION TICKET JOB ADDRESS 7 7 -4 /a ~ DATE: gLDG. PERMIT# I~OS-l I PERMIT# BLDG. CONTR.J2) - 4- SUBCONTRACTOR T `81~ DATE INSP. REQ. ~ TYPE OF INSP. INSPECTION MADE REMARKS_ Ll~"t w.a. Foann s-ie v y~ r Y Z. DATE: - BLDG. PERMITN r S-~- j PERMITN BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. ~ C~" rn` I TYPE OF INSP. QA-~~ I INSPECTION MADE ~ , C ? , REMARKS ~'3 9~`5,3 Q_j ~ I W.R. FORM fi79 INSPECTION TICKET JOB ADDRESS -7 w DATE: 16 ` 1 C/ "u r Z -~BLDG. PERMIT# C 4 Z2 PERMIT# BLDG. CONTR._ I~J J-.(A SUBCONTRACTOR ' DATE INSP. REQ. -~l TYPE OF INSP. INSPECTION MqDDE C ~ 14 REMARKS_{ 3y W.R. FORM 6-19 ✓ INSPECTION TICKET JOB r ' ADDRESS '7 me~lz DATE: BLDG. PERMIT# d S( PERMITN BLDG. CONTR. W0• SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE ~4- p REMARKS W.R. FOflM 6-19 ~ vr BUILDiNG DEPARTMENT 237-6944 Ext. 255 CITY OF WHEAT RIDGE + • Correction Notice Job Located at...7:7l...J.....:~Q .......3.Gd.......19i/....tqa.S-~.. I have this day inspected this structure and these premises and have found the following violations of City and/or State laws governing same: , ...l.. ~...Q (.....~`"..~..~~.~.r.. 5~.....~.~.~.y7 ...~..~..~.~J...`.~.....oL::...~..u.f~ ...~.'.....l~l.-n~.s......~r.'.U'......,F~.uk.r.^.:.Y~:.1.:.U ~:4..... .....•........~'S.~..1~l.... D. ~.-....r~.!?. S ~.G. c. 2................................... ...zl V :;v.........G.l.I^!..Y.-!.S?. L.C:....... ~G....:Z.F ~5~ Fv~~ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. / 1 ( Date....f.~.._.-...~~ cl2 ;":2, . - ~ inspector for Building Dept. 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NOO'W tfBAUd tt1M tiBR-w al3rl0:) tfM 0,9 x$,A x*,A X09 ~ 'Zf00'ld tiBNid {•i0ei.i 1.$ ~a~ ffAIM u9 X n~. x uA X012 - nALS (Q~~ :0 WOLLOQ 01 Noo-M ~Hw~ {~w n~.g *~1~~~ 3-~~y~.$~ S.Ly N/, 099 ~~g io11.+~1,7 G,WY ~ " ' udu To scxos-r xoI-4 sHzou Z # jOZ # 3JVd .D-,T = .4/T 031b''JS udia inoadi ilnavoll aIas ONnM Ni V TtvM N► a3ss3338 „a., xoa ol Y. xoe woa3linaNOb „a ~ ~ Q \ \ 2100"L~ Ol NI \ \ i ~ i i~ b00"/ NI '0„l-~ Q3SS30321 '3,.Z(l) i i~ _r ££008 aPD"lo'J b6P12! 3Di4M 4'O4V'P"y A8 NAAYtIU anuantl tR8£ lsaM LLLL Y681 'f~wuqv~d 31VQ tr3rs33vrnrw 38vOu.IV3H ~iavruaa 'aoA 90-11 • .•n -3lv3s NiI L :3voS ueii inoadl Y0IoY31D1a aF3883=b1d 41-113 ~ 9 a13.piO3SNv2i1 ' S (310N 911VW WOOrM I-Nn ~ £ TJOlq'2im13o ` l wooa~ ~va-x w ~l~ 1 Zrdv t~~g ag 01 ~~~~w 1.0 lsi'Disr+cl rariv'lava 10d 91rrM43urisma ava't :j --~g o_.t_ - „ ►itim Hsn-M 04V'01 z _ y/o ro,~ ~d <~~'o' oi ~iao d~ns -rva ~~rui ~ :s g,XOQ 7'R+` 1'v S'11V`t ivid "w L:Q -aOL'7V'alNoo.lQ dSiSliVaRi 32 Ol U110IY"z' ► %Qzum'.006+ns aLqmoci -riv a NoiivI-rolsw 1.p{3J10V Ol 83G07 17~O"1 =H a7FJa NOIl'db~ '1t2i31439 210j C341A02ld 'dl'D'Q 1► SaZON ..o-.t _ ..ti/L mv3s udia inoibdl iv:walno3 •EUV3Na3oNn -i•:iv .,tl+ d`d2LL-d V HLIM OSIV M3)id3218 Y1f1fi3VA H11M '3'A'Y .1*5+ 818 3SOH a31.tlM O10o N3Aw HLIM N31N=830Nf1 8fi1 .l2lQHfitll ..tiZ x .,tZ amiqnoo3noev S3"tatlld33321 X3 z # 30 t # 30va DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 6353 12/10/97 Property Owner : Praperty Address : 7777 38TH AVE Phone : Contractor License No. : 19339 Company : Crisman Electric, Inc. Phone : 4528985 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $200.00 I hereby certify that the setback distances proposed by this permit application are accurate, P@fmif F2B : $25.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or sh d ll ti d h ll t Pl R i F $0 00 measuremen own, an a ega ons covenants, easements or restrictions of recor ; t at a s an ev ew ee : . made are accurate; that I have read and agree toabid by II conditions priMed on this application, and that I assume full responstbilityxlr i~ce with the Wheat Ridge Building USe TaX : $2.40 Code (U.B.CJ and all other applicable Wh a id„ rrices, for work under this permit. ~ 7 Total : $27.40 ~ (OWNER)(CONTRACTOR) SIGNED ATEZ Description : ADD 2 OUTLETS 3 SWITCHES BUILDING DEPARTMENT USE ONLY po ' mm Approval : Zoning : Approval : miammoommmm Approval : Occupancy : Walls SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approvai: Approval: Approval: n:. L: ONO, (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to fhe laws of the Siate of Coloratlo and to ihe Zoning Regula[ions and Building Code of Wheat Ridye, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work au[honzed is not wmmenced within sixty (60) tlays from issue date or (B) ihe building authorizetl is suspended or- a6andoned for a period of 720 days. (3) If this permit expires, a new permrt may be acquired for a fee of one-half the amount nortnally required, providetl no changes have been or will be made in the . original plans and specifications and any suspension or abandonment has not exceetletl one (i) year. If changes are made or iFSUSpension or abandonment exceeds one (i) year, full fees shall be paid for a new permit . (4) Noworkofanymannershallbedonethatwillchangethenaturalflowofwatercausingadraina9eproblem. (5) Contractor shall notify the Building Inspectortwenty-four (24) hours in advance tor all inspections and shall receive wntten approval on inspection caM beFOre pmce~ ng with successive phases of the job. - (6) The §spance of~e permit or tlfe approval of drewings and specifications shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of t~e,CiuildingI odes or any~ther ordinance, law, rule or regulahon. iief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT . BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Building Permit Number : Date : Property Owner : C101J ,410 Property Address : 7777 (,cJ 3g4A/4CJG --,e 3/17 Phone : Contractor License No. 933c! / Company : 0--1iGMA,v ~£~Lf2ic Phone : /~sa-~/SS OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abi i:le by aIi conditions printed on this application, and that I assume full responsibility fo o ~plia ~e with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea ge ~i s, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~ ATE W-16-017 Description : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : Bfflfdin Co en Approval: PalSli'~W 3~Ks~C~m'efit§~ Approvai: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No :~i 3 9 Plumbing License No : Mechanical License No : Company : dP51nf+A1 ~Ee~G(& Company : Company : Expiration Oate Expiretion Date : Expiration Date : Approval: Approval: Approval: le W,lans,YReqOiMM IN (7) This permit was issued inaccordance with the proNsians set torth in yopur appliotion antl is sub'ect to the laws of the SWte of Coloado and to the Zoning RegulaUOns and Building Cade ollMieat RiGge, Colorado or any other appliwble ortlinances of ~e Ciry. (2) This pertnit shall eapire d(A) the work auNOnzetl is not wmmencetl vnNin sizty (60) daysfrom issue date or (B) the building auNOrized is suspendedar a6antlone0 for a penod ot 720 days. (3) If Nis pertnit expires, a new pertnit may be acquired for a(ee ol onc half the amounl normalty required, provided no thanges have been or will be matle in the onginal plans and specificalions and any suspension or abantlonment has not exceeded one (1) yeac if changes are made or il suspension or a6andonmenl exceeds one (1) year, (ull fees shall be paid lor a new pertnit. (4) No work ot any manner shall be Oone Nat will Uange the natu2l flow of water wusing a drainage problem. (5) Cont2ctor shall notiy the 8uiltling Inspeclor nvenry•four (24) haurs in advance for all inspecGOns and shall receive written approval on inspection wrd 6efore proceediing vnih suuxssive phases o( the job. (6) e issuance of a pertnit or the approval ol tlrawings and specifiptions shall not he cansWed to be a permil tor, nor an approval o( any violation of the provisions of the building codes or any otherordinance, law, rule or regulation. Building Inspector For Mayor Construction Value : z trv Permit Fee : Plan Review Fee : Use Tax : Total: THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 6343 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 12/8197 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80218 Property Owner: Property Address : 7777 38TH AVE Phone : 766-1000 Contractor License No. : 17235 Company : C& L Construction Company, Inc. Phone : 979 0271 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $$50.00 i hereby certify that the setback distances proposed by this permit application are accurate, P2ff1l1Y FB2 : $33.00 and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or 00 $0 easements or restrictions of record; that all measurements shown, and allegations covenants Plan ReVieW Fee : . , made are accurate; that I have read and agree to abide by all conditions printed on this id B ildi Tax : U 20 $10 ge u ng application, and that I assume full responsibility for co li with the Wheat R Code (U.B.C.) and all other applicable Whe~t R' s, for work under this permit. se . (OWNER)(CONTRACTOR) Description : ADD THREE WALLS Total: $43.20 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: nm" ' aw mmmmum (t) This permitwas issuetl in accoNance wifh the provisions setforth in yopur applica[ion antl is sub'ect lo the laws of the State of Colorado antl to the Zoning Regulations and Building Code of Wheat Rid9e, Colorado or any other applirable ordinances of e City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building aufhorized is suspended or abandoned for a period of 120 days. (3) If lhis permi[ expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no chan9es have been or will be made in the. oriainal plans and specificalions and any suspension or atandonment has not exceeded one (t) year. If changes are made or if suspension or abandonmenl (4) No work of any manner shall be tlone thatwill changethe naturel Flow ofwater causin9 a dreinage problem. - (5) Contraclor shall notify fhe euilding Inspector twenty-four (24) hours in advance for all inspecUOns and shall receive written approval on inspection card before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of drawin9s and specifications shall not be wnsW ed to be a permi[ for, nor an approval of, any violation of the provisions of the buildintncotlepor arWother ordinance, law, rule or regulation. Chief Building Ins PO"tor THIS PERMIT ALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Building Permit Number : Date : Property Owner Property Address Contractor License No. Company Co I N/ -17 7`2 w i " 2 3s~ ~ ~ v,J Cr 4/CU (N Phone : '~761Z-14) v `i Phone: ~I? S-0 2 ? I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify that the setback distances proposed by this pertnit applieation are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegalions made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridgedinances, fpr work under this pertnit. (OWNER)(CONTRACTOR) Description : ~dal ~~y,wp,e"yU~q J/5 rrr-- Construction Value : ' 8' 570 Permit Fee : Plan Review Fee : Use Tax : Totai : BUILDING DEPARTMENT USE ONLY Zonm 97 _omme--- -y Approvai: Zoning : BuilHin o ffffe-n Approval: Patilic o_ ss _ me ':1 Approval SIC : Sq. Ft. : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiretion Date : Expiration Date : Approval : Approval : Approval : iN n ,,Req-Qi~edMN ~ ~Ia~S?R€$Utte"d~l ~ ~.l~R33R~it6fl~ (1) This permit was issued in accordance wiih the provisions set torth in yo0ur applimtion and is subject ta the laws af the State of Cola2do and to the Zoning Regulations and BuilAiny Code ol Wheat Ritlge, Colarado or any other applirable ordinances ot the Ciry. (2) This pertnit shall expire if (A) the vrork authonzed is not commenced vnNin sizry (60) days from issue date or (B) the 6uilding authanzed is suspended or a6andoneC for a period a(120 days. (3) If this pertnit expires, a new pertnit may be acquired for a tee of one-half the amount normalty requiree, Orovided no changes have been or will be made In the original plans and spedfications antl any suspension orabandonmenl has not ezceeEed one (1) year. II changes are made or if suspension or a6antlonmenl ezceeds one (1) year, full fees shall be OaiC lor a new pertnit. (4) No work of any manner shall be done that will Change the nalural 11ow o( water Causing a tlrainage problem. (5) Contractor shalt notiy the Builtling Inspectar twenrydour (24) hours inadvance for all inspeciions ana shall receive wdtten approval on inspeclion wM before proceediing with successive phases of NeJ'ob. (6) Tlie issuance of a permit or lhe approval of drawings and specifiw6ons shall not be wnsWed to be a pertnit far, nor an approval oL any violation ot the provisions of the Duilding catles or any other ortlinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 6973 4/29/98 Property Owner : Property Address : 7777 W 38th A-114 Phone : Contractor License No. : 19953 Company : Center Electric Service Company Phone : 713-1718 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compli a~e wit e heat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordi ncles, f r nder thi (OWNER)(CONTRACTOR) SIGNED 4Z0' DATE Construction Value : $1,900.00 Permit Fee : $45.00 Plan Review Fee : , $0.00 Use Tax : ' $28.50 Total: $73.50 Use: Description : Tenant finish, bath fan and light, existing lighting; adding 16 outlets Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiretion Date : Expiration Date : Approval: Approval: Approval: (i) This permitwas issuetl in accordance with the provisions set forth in yopur application and is subect to the laws of the State of Coloretlo antl to the Zonin9 Regulations and Building Code of Wheat Ridge, Coloredo or any other applirable ordinances of e City. (2) 7his permii shall expire if (A) the work authorizetl is not commenced within sixty (60) tlays from issue,da[e or (B) the building auihonzed is suspentletl or abandonetl for a period of 720 days. (3) If this permit expires, a new permit may 6e acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in fhe original plans and spea(cations and any suspension or abandonment has no[ exceeded one (1) year. If chanqes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone thatwill change the natural flow of water causing a draina9e problem. , (5) Contractor shall notify [he Building Inspector iwenry-four (24) hoursin atlvance for all inspections and shall receive wriHen approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit orthe approval of drawings and specifications shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions ,-1 of the building codes or any other ordinance, law, rule or re9ulation. iief Building Inspector " THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Propetty Owner : Property Address : Phone: Contrector License No. : I.C1 C~ S 3 CompanY: CaG`IOL, a1;e-ct-5- 5C'V-VI0-.E CD. Phone:1l3nl~ OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : i hereby certity lhat the setback distances proposed by this perm@ application are accurate, and do not violate appiicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat idge ordinaj~ s, r wo under this p rmit. (OWNER)(CONTRACTOR) SIGNED_ l../'. DATE Description : SA 0INT `i~ W~J4 ,IA-t Wil,.l, ~ U cx.(St\ h,lL t,lbfiilnJ(s ~PIhi6 ~~OcnLE13 Approval: Zoning : Approval: P.QbI[~}.Wb~R~6iiitR€fi33~ Approval: Occupancy : Walls Electrical License No : Company: Permit Fee : UseTax: /~00"- Total: $0.00 Use: 0'a~ (CYK- BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft : Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) lhis pertnit was Issued in aaortlance wiM the provisions set IoM In yopur applira6on antl is subject lo the laws ol the State of Cabrado and ro the Zoning Regulatlons anC 8uildin~ Code of Wheat RiEye, Cobrado or any other applicable oNinances o( the Ciry. (2) This permit shall ecpire iI (A) the work aulhonzed is not commenceG within sixry (60) days irom luue Oate or (B) the builtling auUrorized is suspendeA w abarManed Iw a peAod of 120 days. (3) If Nis pertrvl expires, a new pertnd may be acqWred (M a fee ol one-hatt the amount nomialty required, piovided no Uanges have been or will be made in the original plans and spedfifa6ons and efry suspension a ahandanment has not excee0ed one (1) year. II changes are ma0e a N suspension or abantlonment ezceeds are (1) year, NII fees shall be paid lor a new pemiil. (4) No work ol any manner shall ba done that vrill Uiange the natural flow o( water causing a drainage problem. (5) CanVactor Shall noGry the Building InSpeUOf twenty•f0uf (24) hours in a0vance lor all in5pections an0 Shall receive wrillen aDProval on Inspecti0n caM belwa proceeEiirg wiN successive phases of Ne lob. (6) The issuance of a pemul w the approvel o(tl2wings an0 spedfinlions shall not Ee conswed lo be a pemut for, nor an approvai ot, a'ry vioW6m ol the provlslona . ol the buildinq cotles M any oNer ordmance. Ww, mle w repuW6on. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ; ' DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 6968 4/28/98 Property Owner: Property Address : 7777 W 38th Avenue A114 Contractor License No. : 19951 Company : ASI Heating and Plumbing, inc. Phone : Phone : 690-1010 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : ADA Bathroom, heating duct, grind ceiling Construction Value : $1,500.00 Permit Fee : $49.50 Plan Review Fee : $0.00 Use Tax: $22.50 Total: $72•00 Use: Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (i) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the 2oning Regulations antl Building Code of Wheat Ridge, Colorado or any other applicable ortlinances of the City. (2) 7his permit shall expire iF (A) the work authorized is not commenced within sixty (60) days from issue date or (e) the building auihorizetl is suspended or . abantloned for a period oF 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amoun[ normally requiretl, provided no changes have been or will be made in the original plans and speafcations and any suspension or abantlonment has not exceeded one (1) yeac If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall 6e paid for a new permit (4) No work of any manner shall be done that will change ihe na[ural Flow of water causing a dreinage problem. (5) Contractor shall notify the Builtling Inspec[or twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection card bePore proceediing with successive phases of thejob. (6) The issuance of a permit orthe approval of drawings and specifica[ions shall not be construed to be a permitfor, nor an approval of, any violation of the provisions ~ of the building wdes or any other ordinance, law, rule or regulation. U2 Chief Buiiding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 7777 C,)- Phone : Contractor License No. : f%'7S 1 Company : fZ~iT /&o9-T/7v'-, ~GUrycss iAl& Phone : L~ /J l d OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDWG AND AGREEMENT Construction Value : /,57ZX2:1`- i hereby ceAify that the selback distances proposed by this pertnk appliwiion are accurate, Pgfrtlit F28 : and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condilions printed on this US2 T8X : appliwtion, and that I assume full responsibility for compliance wdh the Wheat Ridge Building . Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. TOt81 : $0.00 . (OWNER)(CONTR4CTOR) SIGNED DATE_1~. USe : Description: 0~>ti~/ Lt% BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning : JM18(tM~~ Approval: Approval: Occupancy : Walls Roof : Stories Electricai license No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: SIC : Sq. Ft : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (7) This permil was issued in aaoNance vnN the provisions sel torih in yopur aDPlica6on an0 is sub'ect to the laws ol ihe Slate ol Cobrado atM to ihe Zoning RegulaGOns aM Buildiny Cade o! Wheat Rid4e, Coiorado a any oNer applinble oNinances of ~e Ciry. (2) TTis pe'mil shall expire il (A) the work avUwnzed is trot mmmenceE wilhin sixly (60) days from luue Eate ot (B) the buildi`p aNhotized is suspentleE w abarMoned (a a pedad of 120 days. (3) 11 Nis pertrvl expires, a new permM1 may be acquired Iw a lee ol one-haN the artaunt normalty required, pmvided no changes have been a wfll be matle in the original plans and specifiotions and any suspension a abandonment has nat exceeded one (1) year. If changes are maCe w H wspension a abantlonmenl exceeds orie (i) year, NII fees shall be paid fof a new permil. `4) No wafk ot any manner shall be done Ihat will fhange the nalura(flaw ol water rausinq a dainage problem. (s) ConVactw stull no4ty the Building InsaeUOr twenrydour (24) hours in aavance ta an mspeczions anC snan receive written aDPro"l on lnsPection nrd belore pra~zeCiing wilh suaessive phasee ol Ne lob. (6) ihe issuance ot a pertnit w Me app(oval o(tlrewings and spedfications shall rwt Oe consWeC to be a permil fw, nor an approral o( aity vbiatlon of the provisbns . ot the buildinp coEes or any other adinance, law, rule w mpuWGOn. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION - DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 6908 4/20/98 Property Owner: Properry Address: 7777 W 38th A114 Contractor License No. : 19931 Phone : 766-1000 Company : Specialty Construction & Management Inc Phone : 766-2004 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Tenant finish for audiologist Construction Value : $15,000.00 Permit Fee : $225.50 Plan Review Fee : $0.00 Use Tax : $225.00 Total: $450.50 Use: Electrical License No : Company: Expiration Date : Approvai: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject [o the laws of the St2te of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of ihe City. (2) This permit shall expire if (A) [he work aulhorized is not commenced within sixty (60) days from issue date or (e) the buitding authorized is suspended or abandoned for a period of 120 tlays. (3) If this permi[ expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonmen[ has not exceeded one (i) yeac If changes are made or iFSUSpension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the naNrel flow of water causing a drainage problem. (5) Contractor shall noliry the Buiiding Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspec[ion card before proceediing with successive phases of the job. (6) The issuance of a permit orthe approval of drawings and specifications shall not be construed to be a permitfor, nor an approval of, any violation of ihe provisions of the building codes or any other ordinance, law, rule or regula6on. 0 &L, P, LJ--- 110 11 Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : y~~~/f~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: L 0NA/4 nu~ e«. 07'Y / Property Address : I/Tione :e`lC~d Contrector License No. : ~+C, ( Company: 4c Phone: 7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distanees proposed by this permi[ ap0liwtion are accurete, and do not violate applicable ordinances, rules or reguiations of the Ciry of Wheat Ridge or wvenants, easements or restridions of record; that all measurements shown, and ailegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applica6le Whe~Ridge ordinances, for work under this p t. (OWNER)(CONTRACTOR) SIGNED DATE CAn r7rc<n!L c9r bCo7-36)(o3 C6e-0 Description : / «i~h7 ~i~tlss 4- Construction Value : j_~-epo Permit Fee : J } Use Tax : Use: Total: $0.00 ~GC BUILDING DEPARTMENT USE ONLY SIC Approval: Zoning : Approval: Sq. FL: 1 MSJ Approvai: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approval : (7) This permR was luued In aaordance with the provisions set foM in yopur applicaUOn and is subject to the laws of the State of Cobrado and to the Zoning Regula0ons anE Buildiry Code of Wheat Ridye, Coloado a any oNer applicable adinances o( Uhe Ciry. (2) This pemdl shaii ex0ire d(A) Ihe work auNOiaed is nol commeMeE witlun sury (60) Cays from issue date w(B) the buildinp authorized is suspenAed or abandoneE lor a period o112a days. (3) II Na pemul expires, a new pertnd my be xquired Iw a fee M one-half Ihe amount normaly required, pmvided no changes have been or will be maCe in No originai plans and speafita6ons and eny suspension w abaiWOnment tws nat ezceeEetl one (7) year. I( changes are matle a N suspensian u abarWOnmenl exceeds one (1) year, full fees shall be paid tor a new permiL (4) No work of airy manner shall be done ihat wlll change Ihe natural flow of water wusing a drainage prohlem. (5) Convactw shan no6y the Builtling Inspector lwenty-four (24) hours in a0vance far all inspections anE shall receive written approral on Inspeclion nrd belae 7roceeEiing succeuhie phaxs ot ihe'pb (6) The issu of a pertnit or Ne apqoval o/tlrawings and spedfiraUOns shall not Oe conswed to be a pertnit fa, nor an approvai ot, efry WolaOon of the proWSbns . ot Ihe ildi q coos a any o rance. law, iule a reguW6on. l Chi Buiiding Inspector For Mayor HIS S PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ua,aaaiaee f~ ~ uu:/C9A~1A ~ P.1%1- flPR 13 98 0.~:07Ph1 CUNAhI COLCIRFID~_ DL TETE.R r muG 81 tiAR11F.L lti TETER, Ph.0, Mip ASSOCiAtEB, INC 5FEECN - AuDeq:oGr rtiEn9rNG p46& aCCE86aW4 U.vG'J+IdE dMAL'FHS - 6EAW-MiC AWSlld7ij9 - VOMCC a'SOFDEtrS MiGFNL.cHd18 PANCM NEAL7H CAA£ P{,AZn 2% wt6r' COUNTV 4iyE qOAO. 5Ui7E 230 HIGwLqNDffi aawCM, cOWRaGO e0126 (305) 7Dl•421e FAX (903) 781-4210 April l 1, I 998 Mike Haggard, Constiucticn Mmger ConAm Managoment 17869 Cpttanwopd Dr}va Parkec, CO 90134 Deer Mr. HmBBud. Per the request faom tha city of WUat Ridge regard'nag the nunsber o#'empksyecs £ar Daael L. Tetea, PILD. 6Gd A.9BtYCSiiCS 3G 6iY HCWi addicional locntion nt A114 in the Wilcttore Cemr, Plcase be edvised that we will tatve a Speech Pachalog'sct, an Audiologist, +uod e Receptionuc for s total afthree (3). Pleax let us know if'we cau be offtiuthet aaaisrance, 5bum'7a ~'~~CJ~C~~t~r•Cy-k LIT C. ~ Jearine P. Lsrdm Buqinees Manqger ~ N. WADSWORTH 604dLEYAR[3 ; r-- ~ I ~ ~ 4- ~ a N. WADSWORTFi BQt7l.EVARD D ~3 4::~ 7r _a. m' ~ c ~ - ~ ~ ~ ~I,,y.16 1 Y. d d~p[IHdo1(JD WHFJGJ b,1Hi! Qi :I T ^oE. ET. .`~id~ td~i i 'r~10r~J r'~e!'- ~ ~ ~ [x - . i I I'ig WGt21" i n 2 i ~ i ^G ~ L n nqic.: \.'ent ~ ~ - 44=-~--~--j I ~ 1 -~H~ - ---rr - - ; 4 Fx's'C] 2" S i ni: Ven t=_: 7 AUd 10 \ BGOa h I I i I A Ud Ip I C ~ RUoI'.I i C) (JJ ~ . ! 4 I / rn ~ c I ~ O I cn, Conferer;ce Roun ~ 'j - i ,u J GA FeS t Room vv i ue Restoreu 'cexistinr tJ.^,C;Cliso 1 n(~, i{,I!] ;'d I J FRrf' t?oGrC'- [G 41 H I 9 i~ , ~ Y-dU ~Clrg +vi:) 1 c ItIK m7LX ISt 1L) P.ITI i'ii I!Iq W G! I 3 I! ~ i~n~ riv''.. bF i{ i`_:~.~.1r Jed. Recepi~ ion ~ ~ r-,~ C~,Jr C, c-r ~ , ~ ~ ~ ~ ~ ,.i , I i.-. i ~r1 C~,~~ ; i it~ 1" Ef::s, inq ~Neter L i rie nq . fE U: a> c ~ a~ n U~ C ~.7 • 4. LL? E o:?i . FM N ' n <;e i 1 4 ' Ex ist 7ng Fon'v'ent - I ~ j 4 t -ng r ~ - ,~j . I l S i(''ri. ~J ~ h t S _ ":Ud i G trAUCI I U ?c ,m Sp eeCh Speech ~ l,onferer.ce Room CPp l I OY1 c; r, c r+ s ~t ~tr 0 f^ - f~ R~ t_ X I S ~N n i! C r7c-hedi>..j~ bcd ~.ua Rest Roorn N%I 1 + U° RE'St01"Vd ±o ex ~st ing pli~FnC: y: aISCI _ ~ ~ ~c l u:;e~ i s~ kF 8car(:'t;? h ;rab B(-j-s & 'No i i i,l:-ng n'61 ° ' ~i f~ :~r° ~ ~;r~iter (U; ; ~ f,, -114 ; J~~ , ! ~ , T I e rl a n t F I ^l ' ~ ~ r= .r ; rn i r, ir ~ J 18 I (Jl~-._._ ---I I r- I y !ntsri; Wa!i5-?,,;iltTcGridHeight(G'3') .Z. Q...--it; I s_:iJ~ Qn~ 1/2" Sn2f' tI"OCk 5 tGl- . L_..; - ? .R . Aud io Boct;n ~ ~-f Aud io i +?rnfri L I C1 ~ U~ SpezCh. L I i jpQec i_; Conference ;1oom Recept ion ~ I I ~in„ E~~ U z < -r ;t _r J i` v -l. Fxi~i'r~.gD°mi_.'n-~Plal!° w i i ii np- E:-: `:;'!1rbeC !1", 0 r-- ~ i l P( i 1 ~ ~ ~ F r~ ~ 118 , , Inte; io~'Ju'oIIsE?uilt. IoGridHeignt (9'3 .'_-~~I anc- 1,12" s'neetrock, ,ircW~,lls ;turbec 'I y ~ ~ l } ~~~9 O 1 r \ i YI T I I- , I n , , r ~ V ~v~v . 1 m0I'- p t,e"'!`er 14) ie I Io r I T. ~sh t La -lE N ,'C` `,'~u~~p I y ~ _ . =x ~.~~.as ~a`~ ! e Gr i i I: l luI! '_In ; : /L ',On 31 ! nci, ;p8 (t;n- i iiie ; i ! F' n ; LL ~i !i -T Lx -sr ing F. e:-.*r icai „ ~:e' \ 2Gv Amp ~erv ice _ - 7----- ~ ! `~l` ap ;pc t r i c: I ~ v ry lTg BvI .:11-'y SU _.X I L. 1' YC,nt :ivVrt, 9 'J1 II ~ ~ ~I C) ( ~ 9~ t% L I ~ ~ ~ n ~ Cl) , Cn l1: ; 11'Cll~ iJ >4 F h P l)e,t : , it-a -4RL vV ~ ~ m o r e~e n ~t e r~ A-1 i u ~ I I I ^i T l"~ i II ec 1.. r I c 1 . ~ X I S L \ ! l g r i C C i r I C Q I ~VL ~ . Amp C21`V IC.~r v . , \ ~ ` ~ - & ~ f I `IGCrri,, i _--TO ~ ~'!c,set i ~ , titi u~ ~ e~ c N C. ~ ? O C GO >1 il 1~r {t 0 ~ Ba±,ery !3oc'<u,) LY, IT L ic^ts Front and Pac_ =ioor5 _ ight :w ; tcl,es c?-e ! c; ated at l.,E frrr;a: r:nd Jo.C' ;I's ~ tj q ~ I hc rc :r-P. '1:- F ~I`2 JUUC' .iSs ~-~eIiVS OCiiic'd "~rF,r:. S(i;fll: J DeI.E, c-.,lc.~ oe. T.nrlarlt \ 20 ..A gn;b L ici-,t _ ro rfers WHEAT RIDGE FIRE DISTRICT ~ "Dedicated To Serve Through Excellence° i. P. O. Box 507-• 3880 Upham St. • Wheat Ridge, CO 50034 • 303-424-7323 • Faz 303-940-0350 i j i April 14, 1998 ! i I To`. John Eckert j Chief Building Official , City of Wheat Ridge ~ Wheat Ridge, Co. i ~ Subject: Construction Permit for Tenant Finish for Darrel L. Teter, Ph.D. And ~ Associates; Inc.; Wilmore Center, 7777 W 38 Ave.; Unit A-114, Wheat Ridge, Co., 80033 I Dear John, l After a review of the proposed tenant finish for Darrel L. Teter, Ph.D., And ; Associates Inc.,. Wilmore Center, 7777 W 38 Ave, Unit A-114, Wheat Ridge, Go., 80033, i I am submitting the following concerns/requirements concerning this project: I 1. The plan received shows a statement of smoke detectors per Tenant on the ! electrical drawing. If it is the intent of the tenant to install smoke detection in this : i unit, then plans will need to be submitted forapproval prior to installation and the system will need to be addressable. 2. There is no apparent emergency lighting in the treatment rooms shown on the _ plan: Emergency lights should be installed in the rooms for exiting purposes in the event of loss ofpower. ~ 3. The east hallway and conference room hallway door should have the swing reversed in order to exit in the direction of travel. ~ Should there be any questions or concerns, the developer/contractor can contact me ati I 424-7323 to set an appointment for discussion, Respectfixlly, ' Roberts Fue Marshal . i Wheat Ridge Fire I Protection District I ~ ~ ~ r~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 7 ZZ12 Gr , s'. A 3~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to ¢orrect.the foregoing violations. When corrections have been made, cali for inspection. Date tr i . ~ . . ~ . Ins ,pctor tor Building Dept. DO NOT REMOVE THIS TAG FORM WRB-22 DARREL L. TETER, Ph.D. AND ASSOCIATES, INC. SPEECH - AUDIOLOGY - HEARING AIDS, ACCESSOFIES LANGUAGE DISORDERS - LEARNING DISABILITIES - VOICE DISORDERS HIGHLANDS RANCH HEALTH CARE PLAZA 206 WEST COUNTY LINE ROAD, SUITE 230 HIGHLANOS RANCH, COLORADO 80126 (303) 791-4216 FAX (303) 791-4219 AprIl 11, 1998 Mike Haggard, Construction Manager ConAm Management 17868 Cottonwood Drive Parker, CO 80134 Dear Mr. Haggard, Per the request from the city of Wheat Ridge regazding the number of employees for Darrel L. Teter, Ph.D, and Associates in our new, additional location at A114 in the Wilmore Center, please be advised that we will have a Speech Pathologist, an Audiologist, and a Receptionist for a total of three (3). u V~` Please let us lrnow if we can be of fixrther assistance. Sincerely, ~ Jeanne P. Lardent Business Manager CITY OF WHEAT RIDGE ~ Building Inspection Division ~ (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE C6I137 Inspection Type: Job Address/Permit Number: 7> 7 o No one available for inspection: Time AM/PM Re-Inspection required: Yes~_)40 ~When corrections have 6een made, call for re-inspection at 303-234-5933 Date: Inspector: -z__- ~ DO NOT REMOVE THIS NOTICE ~ 4 1 F CITY OF WHEAT RIDGE i s, Building Inspection Don ��Z (303) 234-5933 hispection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type T � lee 11- 7 Job Address f - 7 7 Permit Number A✓te- /a re 5 ❑ No one availa 5/5 for inspection: Time AM/F