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HomeMy WebLinkAbout5924 W. 39th Place`o N4 heatIll U it STRUCTURAL GENERAL NOTES/ GENERAL REQUIREMENTS e0110fing Card e GOVERNING CODE: The design and construction of this project is governed by the "International Residential Cade", 2018 Edition, hereafter referred to as IRC, adopted Wheat Ridge, Colorado understood to be the Authority Having Jurisdiction (AHI). REFERENCE STANDARDS: Refer to Chapter 44 of IRC. Where other Standards are noted in the drawings, use the latest edition of the standard unless specific date is indicated. Reference to a specific section In the specified code does not relieve the contractor from compliance with the entire standard. DEFINITIONS: The fallowing definitions cover the meanings of certain terms used in these notes: "ArchRect/Engineer"- The Architect of Record and the Structural Engineer of Record. • "Structural Engineer of Record" (SER) - The structural engineer who is licensed to stamp & sign the structural document for the stated project The SER is responsible for the design of the Primary Structural System. • "Submit for review" -Submit to the Architect/Engineer for review prior to fabrication or construction. ."Per Plan"- Indicates to the structural plans, elevations and structural general notes. SPECIFICATIONS: Referto the project specifications if issued as part of the contract documents for supplemental information to these drawings. OTHER DRAWINGS: Refer to the architectural, mechanical, electrical, civil and plumbing drawings for additional Information Including but not limited to: dimensions, elevations, slopes, door and window openings, non-bearing walls, stairs, finishes, drains, waterproofing, railings, curtain walls, elevators, curbs, mechanical unit locations, and other nonstructural items. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. STRUCTURAL RESPONSIBILITIES: The structural engineer (SER) is responsible for the strength and stability of the primary structure In its completed form. If Structure is not build in accordance with structural plans structural engineer is not liable for any failures which may occur after structure is bulk. COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of the assembly; and for performing work in a safe and secure manner; and all inspection necessary. MEANS, METHODS AND SAFETY REQUIREMENTS: The contractor is responsible for means and methods of construction and all job related safety standards such as OSHA and DOSH (Department of Occupational Safety and Health). Contractor is responsible to adhere to OSHA regulations regaling steel erection items specifically addressed in the latest OSHA regulations. Boning and field welding at all member connections is to be completed prior to release of the member from the hoisting mechanism unless reviewed and approved by the General contractor's temporary bracing and shoring design engineer. BRACING/SHORING DESIGN ENGINEER: The contactor shall at his discretion employ an SSE a registered professional civil, structural engineer PE, SE for the design of any temporary bracing and shoring TEMPORARY SHORING, BRACING: The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other element require to maintain stability until the structure is complete. It Is the contractor's responsibility to be familiar with the work required In the construction documents and the requirements for performing work properly. CONSTRUCTION LOADS: Loads on the structure dud ng construction shall not exceed the design loads as noted in DESIGN CRITERIA & LOADS below or the capacity of partially completed construction as determined by the Contractor's SSE for Bracing/Shoring. CHANGES IN LOADING: The contractor has the responsi bury to notify the SER of any architectural, mechanical, electrical, or plumbing imposed onto the structure that differs from, or that Is not documented or the original contact documents (architectural / structural / mechanical / electrical or plumbing drawings). Provide documentation of location, load, size and anchorage of all undocumented loads In excess of 200 pounds. Provide marked -up structural plan indicating location of any new equipment or loads. Submit plans to the Architect/Engineer for review prior to installation. NOTE PRIORITIES: Plan and detall notes and specific loading data provided on Individual plans and detail drawings supplements Information In the Structural General Notes. DISCREPANCIES: In case of discrepancies between the General Notes, Specifications Plans/Details or Reference Standards. The Architect/Engineer shall determine which shall govern. Discrepancy be found In the Contract Documents, the Contractor will be deemed to have Included in the price the most expensive way of completing the work, unless prior to the submission of the prime the Contractor asks for a decision from the Architect as to which shall oven. Accordingly, an conflict in or between the Contract Documents shall not m a basis for adjustment in the Contract Price. g g V. V 1 SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Architect/Engineer before proceeding with the work. ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to earthwork, foundations, shoring, and excavation. Any utility information shown on the drawings and details is approximate and not necessarily complete. ALTERNATES: Alternate products of similar strength, nature and form for specified items may be submitted with adequate technical documentation to the Archflect En ineer for review. Alternate P B P q B materials that are submitted without adequate technical documentation orthat significantly deviate from the design intent of materials specified may be returned without review. Alternates that require substantial effort to review will not be reviewed unless authorized by the Owner. SUBMITTALS SUBMIT FOR REVIEW: SUBMITTALS of shop drawings, and product data are required for items noted in the individual material section and for designed elements. SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a TWO WEEKS for review by the Architect/Engineer prior to the onset of fabrication. GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the contactor shall review submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Contractor shall provide any necessary dimensional details requested by the call and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. SHOP DRAWING REVIEW. Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will be stamped the submittal accordingly. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications, nor departure there from. SHOP DRAWING DEVIATIONS. When shop drawings (component design drawings) differ from or add to the requirements of the structural drawings they shall be designed and stamped by the responsible SSE. DEFERRED SUBMITTALS Submit "Bidder -Designed: deferred submittals to the Architect and SER for review prior to submission to the city approval. Design of prefabricated, "bidder designed", manufactured, pre-engineerd, or other fabricated products shall comply with the follow requirements. 1.)Design consider tributary deal, live, wind and earthquake loads in combinations required by IRC. 2.Mesign within Deflection Limits noted herein and as specified or referenced in IRC. 3.)Design Shall conform to the specifications and reference standards of the governing code. 4.) Submittal shall include: • Calculations prepared, stamped and signed by the SSE demonstrating code conformance • Engineered components design drawings are prepared, stamped and signed by the SSE. • Product Data, technical information and manufacturers written requirements and Agency approvals as applicable. •SEE may submit to Architect/Engineer, a request to utilize relevant alternate design criteria of similar nature and generally equivalency which is recognized by the Code and acceptable to the Authority Having Jurisdiction. Submit adequate documentation of design. GENERAL CONTRACTOR'S PRIOR REVIEW: Once the contractor has completed his review of the SSE component drawings, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Review of the Specialty Structural Engineer's (SSE) shop drawings (component design drawings) is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, proprietary products shall m furnished and installed per manufacturers instructions or the SSE's design drawings and calculations. These elements include but are not limited to: • Engineered Wood Products: LVL, UL • Solid Web Wood Joist Stairs • Steel Beams and Connections • Prefabricated Wood Roof Trusses TESTS AND INSPECTIONS INSPECTIONS per IRC 109: Foundations,footings, underslab systems and framing are subject to inspection by the Building Official in accordance with IRC R309. • Periodic inspection required for: o Footing soil bearing surfaces prior to placing any reinforcing steel o Excavation depth and bearing layer prior to placing any reinforcing steel. • Continuous inspection required during: o Earthwork: excavation, gradings and filling operations to satisfy requirements of IBC Liable 1704.7 and the geotechnical report listed under SOILS&FOUNDATIONS section. • Periodic inspection required for: o Size& placement of all reinforcing steel prior to the pour o Placement clearances around reinforcing steel at embedded conduit o Shape, location & dimensions of members formed o Use of the required design concrete mix o Maintenance of specified curing temperature and techniques • Continuous inspection required during: o Placing of reinforced concrete, including concrete on metal deck for proper application techniques. o Placing &size of cast in-place bolts and embedded fabrications prior to the pour o Placing of concrete around cart -in-place bolts and embeds o Sampling of fresh concrete o Determinations of slump, air contact and temperature. WOOD CONSTRUCTION • Periodic inspection required for: o Shear Walls: Anchor Bolts, Hold-downs (HD) and Continuous Rod The Down Systems (TDS) Including squash blocks, LET shear connectors, strap connectors, boundary edge nailing, plate nailing and panel edge shear nailing for size as spacing. o Diaphragm: blocking, strap connections, boundary edge and panel shear nailing size & spacing. o Roof truss 'hurricane clips . INSPECTION SUBMITTALS: Special Inspection reports shall be provided on a weekly basis final special Inspection report will be required by each special inspection firm per IBC 1704.1.2. Submit copies of all inspection reports to the Architect/Engineer and the Authority Having Jurisdiction for review. CONTRACTOR RESPONSIBILITY: Prior to issuance of building permit, Contractor is required to provide Authority Having Jurisdiction a signed, written acknowledgement of the Contractors responsibilities associated with the above Statement of Special Inspections addressing the requirements listed in IBC Section 1706. Contractor is referred to IBC Chapter 1707.7 and 1707.8 for architectural and MEP building systems that may be subject to additional Inspections. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Sec. 1703. DESIGN CRITERIA AND LOADS OCCUPANCY: Risk Category of Building per 7-16 ASCE Table 1.5-1 II WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM B Wind Speed (Vult) 135 MPH Exposure Category C Wind Importance Iw=1.0 Internal Pressure Coefficient Cpi=+/-.18 Topographic Factor Kzt=1.0 Wind Analysis procedure used Method 2 -Simple Seismic Important Factor per ASCE 7-16 Table 11.5-1 1 Seismic Design: Seismic Design Category: SDC is B Basic Structural System Bearing Walls Seismic Force Resisting System Wood Shear Walls Response Modification Factor 6.5 System Overstrengh Factor 3 Deflection Amplification Factor 4 Site Classification per IBC Table 1613.5.2 D Seismic Important Factor per ASCE 7-16 Table 11.5-1 1 Spectral Response Acceleration(Short Period) .2198 Spectral Response Acceleration (1 -Second Period) 0.0598 Seismic Response Coefficient 0.036 Redundancy Factor(North/South) 1 Redundancy Factor(East/West) I Design Base Shear-(North/South) 32220 (lbs) Design Base Shear-(East/West) 22032(IIts) Base Shear Governed By: Wind Seismic Analysis Prcedure Used: Equivalent Lateral 3/4" Farce Method (ELF) LOADS 6 Snow Load: Ground Snow Load Load, ) 30 Snow Drift Load Included YES Additional Load from Drift (Pi 20 DEFLECTION LIMITS: VERTICAL LIMIT Roof Members, Dead+ Live or Snow or Wind, Total Load L/240, where (Lis span (TL) Deflection length, inches) Roof, Live or Snow or Wind Load(RLIQ L/360 Roof Engineered IJoist -Total Load L/IBO Roof Engineered I Joist - Live Load L/240 Floor Members, Total Load ITL) uno L/240 Floor Live Load ILL) uno L/480 Wood Floor Joist Total Wad(TL) L/240 Wood Floor Joist Live Load ILLI L/480 LIMIT and HORIZONTAL Foundation Wall FOOTNOTE Members Supporting Brittle Finishes L/240 Members Support Flexible Finishes L/180 DESIGN LIVE LIVE LOADS(PSF) REMARKS& Strength Area Maximum Maximum LOADS Max Slump LINO FOOTNOTES (days) Roof Snow Load 30 20 psf for 6.167 feet (in) Bedroom Load 30 Floor/Stair Load 40 Foundation Wall 4000 28 3/4" DESIGN DEAD 4-6% DEAD LOADS REMARKS & 4000 DESCRIPTION 3/4" 0.5 LOADS 6 [Pi UNO FOOTNOTES Roof Dead Load 20 2nd Floor Load 15 28 1" 1st Floor Load 20 6 Exterior Exterior Walls 22 1" REFERENCE STANDARDS: Conform to IRC Chapter 4"Foundations.' GGEOTECHNICAL REPORT: Best Engineering Solutions and Technologies. "Geotechnical Engineering Study 5920 Wert 39th Place, Wheat Ridge, Colorado 8D212." Project Number 21-1197. Dated June 14th, 2021. CONTRACTOR'S RESPONBILITES: Contractor shall be responsible to review the Geotechnical Report and shall follow the recommendations specified therein, but not limited to, subgrade preparations, pile installation procedures, ground water management and steep slope Best Management Practices. GEOTECHNICAL SUBGRADE INSPECTION: Foundations have been design to Table 401.4.1. It is recommended that Geotechnical Engineer inspect all sub -grades and prepared soil bearing surfaces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engineer shall provide a letter to the owner stating that soils are adequate to support the "Allowable Foundation Bearing Pressurels)" shown below. Assumed values shall be field verified by the Building Oficial or the Geotechnical Engineer prior to placing concrete. DESIGN SOIL VALUES: Typical Safety Factor per Soils Report .................................1.5 Note: The foundation system shall be inspected by the engineer of record for Allow Bearing Pressure 2500 FST -NATIVE stampdinspedion approval addverifiedtithe Building Dinginsbymeans of stamped inspection approval letter provided o the building inspector prior to, Allow Bearing Pressure.........................................................2500 PSF - Structural Fill the first rough framing inspection. Afountlation inspection is also required to Passive Lateral Pressure ........................................................300 PSF/Ir be performed by a City of Wheat Ridge building inspector per 20181 RC, Section R109.1.1. Active lateral Pressure.........................................................50 PSF/FT' Coefficient of Sliding Friction................................................0.5 FOUNDATIONS AND FOOTINGS: Foundations shall bear an either competent native sail or compacted structural fill as per a geotechnical report. Perimeter footings shall bear mat less than 36 inches below finish grade, unless otherwise specified by the geotechnical engineer and/or the building official. FOOTING DEPTH: Tops of footings shall be as shown on the plans with the vertical changes as indicated with steps in the footings; locations of steps shown as approximate and shall be coordinated with the civil grading plans to ensure that the exterior perimeter footing bear no less than 36 inches below finished grade, or as otherwise indicated by the geotechnical engineer or building official. SLAB ON GRADE: All slabs -on -grade shall bear on compacted structural fill or competent native soil a the geotechnical report. All moisture sensitive slabs-onmrade or those subject to receive moisture sensitive coatings/covering shall b l provided with an appropriate capillary break and vapor tamer/retardant over the sub grade prepared and installed as noted in the geotechnical capon, barrier manufacturer's written recommendations and coordinated with the finished specified by the Architect. REFERENCE STANDARDS: Conform to: 1) ACI 301-99 'Standard Specifications for Structural Concrete', 2) IRC Chapter 3) ACI 318-14/318R-14 FIELD REFERENCE: Contractor shall keep a copy of ACI Field Reference manual, SP -15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References." CONCRETE MIXTURES: Conform to ACI 301 Sec.4 "Concrete Mixtures." MATERIALS: Conform to ACI 301 Sec. 4.2.1 "Materials" for requirements for cementflious materials, aggregates, maxing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Sec. 4.1.2. Submit mix design for each mix in the table below. TABLE OF MIX DESIGN REQUIREMENTS - Normal Weight V� a Strength Test age Maximum Maximum Air Max Slump Member Type/Location (psi) (days) Aggregate W/C Ratio Content (in) Foundations Foundation Wall 4000 28 3/4" 0.5 4-6% 6 Footings 4000 28 3/4" 0.5 - 6 Slab on Grade Interior 3000 28 1" - - 6 Exterior 3500 28 1" 0.5 5-7% 6 Mix Design Notes: 1. W/C Ratio: Water-cementhlous material ratios shall be based on the total weight of the cementftlous materials. Ratios not shown In table above are controlled by strength requirements. 2. Cementitious Content: (a) The use of fly ash, other p azzalans, silica fume, or slag shall conform to ACI 301 Sec 4.2.2.8.6. Maximum amount of fly ash shall be 20% of total cementitious content unless reviewed and approved by SER Use of Additives shall conform to ACI 301 Sec 4.2.2.8.b. Fly ash shall not exceed 20% 3. Air Content: Conform to ACI 301 Sec. 4.2.2.4. Concrete surfaces in contact with soil require air entrained concrete. Horizontal exterior surfaces require 'moderate exposure." Vertical exterior surfaces require "moderate exposure." Tolerance is 21-1/2%. Air content shall be measured at point of placement. 4. Slump: Conform to ACI 310 Sec 4.2.2.2. Slump shall be determined at point of placement. S. Shrinkage Limit: Concrete used in elevated slabs and beams shall have a shrinkage limit of.045% at 28 days measure in accordance with ASTM C157, 6. Chloride Content Conform to ACI 301 Sec 4.2.2.6 And Table 4.2.2.6 for other reinforced concrete construction. FORMWORK Conform to ACI 301 Sac 2 "Formwork and Form Accessories." Removal of Forms shall conform to Sec 2.3.2 except strength indicated in Sec 2.3.2.5 shall be .75 fc. MEASURING. MIXING, AND DELIVERY: Conform to ACI 301 Sec 4.3 HANDLING, PIACI NG, CONSTRUCTING AND CURING: Conform to ACI 301 Sec 5. CONCRETE CURING: Provide curing compounds for concrete as follows; 1. Use membrane curing compounds that will not affect surfaces to be covered with finished materials applied directly to concrete. 2. Use curio compound compatible with anda lied under direction of manufacturer of protective sealer. g omP Pa PP Y 3. All concrete must achieve IND psi compressive strength before being subject to freezing and thawing cycles. EMBEDDED ITEMS: Fashion and secure in place expansion joint material, anchors, and other structural and non-structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, pit hand and architectural drawings and coordinate other embedded items. GROUT REBAR AND ANCHOR BOLTS: Follow manufacturer's written instructions, drill holes in existing concrete to depth noted on plans arta depth as necessary to develop the strength of the rebar listed In the manufacturer's ICBO report. UNO by the manufacturer, make the holes 3/8to% inch greater than bolt or dowel diameter. Roughen sides of holes by percussive drilling methods. Holes shall be brushed and blown free of debris and surface residue before grouting operation. Special Inspection required. TESTING AND ACCEPTANCE: TESTING: Obtain samples and conduct tests in accordance with ACI 301 Sec. 1.6.4.2. Additional samples may he required to obtain concrete strengths at alternate intervals than show below. • Cure 4Clinders far 28 -da test finder at 7 dos 2 test Tinders at 28 dos and hold Iclinder in reserve far use as the Engineer directs. After 56 V t g N the h V. V g e days, unless notified by the Engineer to the contrary, [he reserve cylinder may be discarded with being tested for specimens meeting 28 day strength requirements. Acceptance. Strength is satisfactory when: 1. The averages of all sets of 3 consecutive test equal or exceed the specified strength. 2. No individual test falls below the specified strength by more than 500 psi. A "test: for acceptance is the average strength of the two cylinders tested at the specified test age. CONCRETE REINFORCEMENT _x On REFERENCE STANDARDS: Conform To: 1. ACI 301-99 2. ACI SP -66 3. ANSI/AWS D1.4 4. Aa 318-14 AL SUBMITTALS: Conform to ACI 301, Sec 3.1.1 "Submittals, data and drawings" Submit placing drawings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. MATERIALS: Reinforcing Bars - ASTM A615, GRADE 60, Deformed gars. Weldable Reinforcing Bars -ASTM A706, Grade 60, deformed bars. Deformed Welded Wire Fabric - ASI M M97 Bar Supports - CSP I MSP -2-98, Chapter 3"Bar Supports" Tie Wire -16.5 gage or heavier, black annealed FABRICATION: Conform to ACI 301, Sec 3.2.2 "Fabrication" PLACING Conform to ACI 301 Sec. 3.3.2 "Placement' placing tolerance shall conform to Sec 3.3.2.1 "Tolerances." CONCRETE COVERS: Conform to the following cover requirements from ACI 301, Table 3.3.2.3: Concrete Cast Against Earth 3" Concrete Exposed to Earth or Weather................2" SPLICES: Conform to ACI 301, Sec 3.3.2.7. Refer to' Typical Lap Splice and Development Length Schedule" for typical reinforcement splices. Use Class B splices unless noted otherwise. Mechanical connections may be used when approved by SER. The splices indicated on individual sheets shall control over the schedule. FIELD BENDING Conform to ACI 301 Sec. 3.3.2.8 "Field bending and Straightening." Bar sizes P3 through P5 may be field bent cold the fid time. Other bars require preheating. Do not twistbars. Ill noted on the plans, concrete walls and slabs shall have the following minimum reinforcement. Contractor shall confirm prior to rebar fabrication. TABLE OF MIX DESIGN REQUIREMENTS Wall Thickness I rizontal Baa Vertical Bars motion 8" N511115.00 45@JS"OC @CL of Wall W N Q N Il `° m M a O Cal r0 Lu ad Ur N Go X r IA 0 �c V� a a�w x •� �2 xz 5 zp b Q�ry O mita W J of GENERAL NOTES 1 Of 2 Simi WELDING: 1. Welding shall conform to AWS D1.1 and visually conform to AWS Section 6 and Table 6.1. Fabrication/erection inspections by the contractor per AWS CIA Sec 6, shall be by associated/certified inspectors (AW /CW I) per AW WS Cli or AWS 35.1. Special Inspections (verification inspections) shall be by a certified Welding Inspector (Will or Senior Welding Inspector (SWI) per AWS B5.1. 2. Welder s shall be qualified for the specific prequalified joints required by the design and certified in accordance with AWS and WABO requirements. 3. Welding shall be done in accordance with appropriate Weld Procedure Specifcations(WPS's). Welder shall he familiar with the applicable WPS's. 4. Welding shall be done with AWS Pre ualifel Welding Processes unless otherwie approved. S. Welder qualifications and WPS's shall be maintained at the site of the work and shall be readily available for inspection upon require, both in the shop and in the field. 6. Use E70 and E71T, 70 al strength electrodes appropriate for the process selected. 7. Prior to the start of work, Spacial Inspector or, if 'AISC Certified" or otherwise 'Approved" shop,a shop Certified Weld Inspector(CWU certified in accordance with provision of AWS Cli shall inspect and document compliance with the following: a. Confirm welder qualifications prior to start of wed. b. Review all WPS prior to the start of work c. Confirm materials in fabrications conform to the specifications. d. Periodically observe joint preparation, ft -up and welder techniques. e. Identify on plans all multi -pass fillet welds single pass filet welds great than 5/16-, and Complete and Partial Joint Penetration 1CP or PJPIgroove welded butt joints that require Continuous (Special) Inspection. L Visually inspect all welds Per Special Inspection Requirements for Steel and AWS Settled 6.5 and Table 6.1 HIGH STRENGTH BOLTING: 1. High Strength bolts shall be of the ASTM grade and Type specified in the materials section. Unless noted otherwise, install bolts in joints in accordance with the RCSC specifcatians as Joint Type ST., "Snug Tight" - per RCSC Specification Table 4.1 and Section 8.1. Inspection is per RCSC Section 9.1. Bolts have been designed as ASTM A325 -N bolts - "threads Included In shear plane." ANCHORAGE TO CONCRETE: Conform to IBC Sec. 2105 "Quality Assurance 1. COLUMN ANCHOR RODS AND BASE PLATES: All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minimum of (4) %" diameter anchor rods. Column base plates shall be at least %" thick, unless noted otherwise. Cast -In-place anchors rods shall be provided unless otherwise approved by Engineer. Unless noted otherwise, embedment of cast -in-place anchor rods shall be 12 times the anchor diameter 112D) 2. EMBEBBED STEEL PLATES with HEADED CONCRETE ANCHORS (HCA): Headed concrete anchors (HCA) welded to steel embedment plates cost monolithic with concrete, shall be welded in accordance with AWS CIA Chapter? "Stud Weldin." Unless noted otherwise, HCA shall M V diameter 6' long. 3. DRILL -IN ADHESIVE ANCHORS: Adhesive anchors shall M SER approved with Current ICC report that provided allowable shear and tensile values equal to or great than those ICC values listed for HY-150. Install anchors in strict accordance to ICBO report and manufacturer's instructions. Drilled -In Anchor embedment lengths shall be as shown on drawings, or not less than 10 times the anchor nominal diameter (too). 4. DRILL IN EXPANSION ANCHORS: Expansion anchors shall be SER approved with current ICC report that provides allowable shear and tensile values in cracked concrete per ACI 318 Appendix D, equal to or greater than those ICC values listed for Hilti Kwikbelt TZ. Install anchors in strict accordance to ICC EST report and manufacturer's instructions. S. COLD WEATHER ADHESIVE ANCHORS: Use acrylic anchors of equivalent strength when base material falls below 40 degrees F. FABRICATIONS: 1. Conform to AISC"Code of Standard Practice" (2000), Section 6"Shop Fabrication and Delivery', Section 8"Quality Assurance" and Sec M2 and M5 of the applicable specifications. 2. Structural Welding and associated inspections and qualifications conform to the AWS DS.l and applicable WELDING notes above. 3. The fabricator shall maintain detailed fabrication Is erection quality control procedures per IBC Sec 1704.2.1 that provides the basis for inspection control of the workmanship and ensures that the work is performed is accordance with Cade of Standard Practice, the AISC Specification, and the Contract Documents. 4. Special Inspector shall review the procedures for completeness and adequacy relative the code and the work. This review may be waived if the Fabricator is approved per IBC Sec. 1704.2.2. ERECTION: 1. Conform to AISC"Code of Standard Feature- (2000), Section 7"Erection", Section 8"Quality Assurance' and Sec M4 of the applicable specifications. 2. Structural Welding to conform to the AWS D1.l and applicable WELDING notes above. 3. Special inspector shall inspect the steel framing to verify compliance with the details shown on the Contract Documents including member size, location, bracing and the application of proper joint details at each connection. 4. High strength bolting shall be periodically inspected by the Special Inspector per IBC Section 1704.3.3. BRACING and SAFETY PROTECTION: The contractor shall provide bracing and safety protection required by AISC Specification Sec. M4.2 "Bracing" and AISC Cade Sec. 7.10 and 7.11 for "Temporary Supplement of Structural Steel Framing." 1. SHOP PAINTING: Conform to AISC Specification Sec. M3 and AISC Code Sec. 6.5 unless multi -coat system is required Per the project specifications. 2. INTERIOR STEEL a. Unless Noted Otherwise do not paint steel surfaces I. Embedded in concrete ii. Fireproofed iii. Concealed by the interior building finish. Iv. Specially prepared as a "faying surface" for type SC'Shp-Critical" bolted connections, unless the coating conforms to requirements of the RCSC Bolt Specification and is approved by the Engineer. v. Welded; If area requires painting, do not paint until after weld inspections and Non-destructive testing requirement, if any are satisfied. b. Interior Steel, exposed to view, shall be painted with one coat of shop primer unless otherwise indicated in the project specifications. Field touch-ups to match the finish cast oras otherwise indicated in the project specifications. 3. EXTERIOR STEEL: Exposed exterior steel shall be: a. Painted with an exterior multi -cost system as per the project specifications. Field touch-up painting shall be to match top coat. b. Galvanized: Exposed steel outside the building envelope shall be hot -dipped galvanized, where noted on the plans or atherwise indicated by the finishes specified by the Architect. Apply field touch-ups per project specifications. WOOD FRAMING REFERENCE STANDARDS: Conform me (1) IRC Wall& Floor Construction Chapter 5&6 (2) Nos -"2015 National Design Specifications (NDS) for Wood Construction" (3) APA PDS- W Plywood Design Specication(revised 2010) (4) ANSI/TPI I -National Design Standard for Metal-Plate-ConnectedWood TroisConstmttion.- (5) TPI HIB 'Commentary and recommendations for Handling, Installing &Bracing Metal Plate Connected Wood Trusses." (6) TPI DSB"Recommended Design Specification for Temporary Bracing Metal Plated Connected Wood Trusses' (7) APA Report T98 -22 -"Nail Penetration and Fra ming Specific Gravity Factors for Shear Walls and Diaphragm" DEFERRED SUBMITTALS: Submit product data and proof of ICC ES approval for framing members and homes that have been designed by others. Submit calculations prepared by the SSE In the state of Colorado for 11 members and connections designed by others along with shop drawings. All necessary bridging, blocking, blocking panels and web stiffeners shall be detailed and furnished b the supplier. Temporary and Permanent bridging shall be installed in conformance with the manufacturer's specifcatians. Defection limits shall be as noted on Design Loads section. Products included are: IDENTIFICATION: All sawn lumber and pre -manufactured woad products shall be identified by the grade mad or a certificate of inspection issued by the certifying agency MATERIALS: SAWN LUMBER: Conform to grading rules of W aii WCUB, or NLGA. Finer jointed studs acceptable at interior wall only. Member Use o Wheat ,po. Species ` CciN it STRUCTURAL GENERAL NOTES CONT/ 2x4,2x6, 4x4 Hem -Fir OoibfivON4o STRUCTURAL STEEL 3x10,4x6,6x6 DESIGN STANDARDS: No.2 Structural Steel for this project is designed in accordance with American Institute of Steel Construction (AISC) 2X4 ---4X12 Structural Steel for this pretend is designed per: No.2 AISC- "Manual of Steel Construction, 14th Ed." Pott-Tensl mad REFERENCE STANDARDS: Conform To: Alternate 1. ANSI/AISC 303-10 "Code of Standard Practice for Steel Buildings and Bridges." (2000) Footing 2. ANSI/AISC 360-10 "Specifications for Structural Steel Buildings." Herein referenced as AISC 360. Pressure Treated 3. AWS D1.1-2000 "Structural Welding Cade - Steel." Herein referenced as AWS Dl.l Architectural 4. AISC- "Specification for Allowable Stress Design (ASO), Single Angle Members (1989J. Face of SUBMITTALS: Radius 1. Submit Shap drawings in accordance with AISC 360"Code of Standard Practice", Section 4"Shop and Erection Drawings' and Sec. Ml of the applicable AISC specification. 2. Submit welder's certificates verifying qualification within past 12 months. Gage 3. Affidavit stating the steel provided meets the requirements of the gradels)specified. Roof Droin 4. Weld Procedure Specifications(WPS's) Bot tem 01 S. Manufacturer's engineering and installation Information for Epoxy/Adhesive used for Drill -in Anchors Including applicable ICC Engineering Research lER-xxxx)Report. 6. OA Plan and Procedures of Fabrication Shop not WABO Certified. Reler/Rebrance MATERIALS: Building Wide Flange (W), Tee (WTI Shapes .........................ASTM A36 Fy= 361ssl REIN Pipe Section ASTM A53 Fy= 351ksi BLKG Hollow Structural Section -Square/Rect(HSS)....... ASTM A500, Grade B Fy=46ksi GL Structural Bars& Places (PL) ....................................ASTM A572 Fy = 50al REDD High Strength Bohs.................................................ASTM A325, Type 1, Plain. BW Nuts...........................................................................ASTM A563 PANEL NUMBER (REFER TO TILT -UP/ Washers ................................................................ ASTM F436- required @ slatted is oversize holes. RET Anchor Rods (Anchor Bolts) ............. ASTM F3554, Gr. 36 OR Welding Electrodes...........................................E70XX unless noted otherwise with a minimum toughness of 20R -lbs at 40 degrees Fahrenheit. CAB Drill in Anchors ........................ A36 Rods with held HY-150 or SER approved equal with current ICC report. SCB WELDING: 1. Welding shall conform to AWS D1.1 and visually conform to AWS Section 6 and Table 6.1. Fabrication/erection inspections by the contractor per AWS CIA Sec 6, shall be by associated/certified inspectors (AW /CW I) per AW WS Cli or AWS 35.1. Special Inspections (verification inspections) shall be by a certified Welding Inspector (Will or Senior Welding Inspector (SWI) per AWS B5.1. 2. Welder s shall be qualified for the specific prequalified joints required by the design and certified in accordance with AWS and WABO requirements. 3. Welding shall be done in accordance with appropriate Weld Procedure Specifcations(WPS's). Welder shall he familiar with the applicable WPS's. 4. Welding shall be done with AWS Pre ualifel Welding Processes unless otherwie approved. S. Welder qualifications and WPS's shall be maintained at the site of the work and shall be readily available for inspection upon require, both in the shop and in the field. 6. Use E70 and E71T, 70 al strength electrodes appropriate for the process selected. 7. Prior to the start of work, Spacial Inspector or, if 'AISC Certified" or otherwise 'Approved" shop,a shop Certified Weld Inspector(CWU certified in accordance with provision of AWS Cli shall inspect and document compliance with the following: a. Confirm welder qualifications prior to start of wed. b. Review all WPS prior to the start of work c. Confirm materials in fabrications conform to the specifications. d. Periodically observe joint preparation, ft -up and welder techniques. e. Identify on plans all multi -pass fillet welds single pass filet welds great than 5/16-, and Complete and Partial Joint Penetration 1CP or PJPIgroove welded butt joints that require Continuous (Special) Inspection. L Visually inspect all welds Per Special Inspection Requirements for Steel and AWS Settled 6.5 and Table 6.1 HIGH STRENGTH BOLTING: 1. High Strength bolts shall be of the ASTM grade and Type specified in the materials section. Unless noted otherwise, install bolts in joints in accordance with the RCSC specifcatians as Joint Type ST., "Snug Tight" - per RCSC Specification Table 4.1 and Section 8.1. Inspection is per RCSC Section 9.1. Bolts have been designed as ASTM A325 -N bolts - "threads Included In shear plane." ANCHORAGE TO CONCRETE: Conform to IBC Sec. 2105 "Quality Assurance 1. COLUMN ANCHOR RODS AND BASE PLATES: All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minimum of (4) %" diameter anchor rods. Column base plates shall be at least %" thick, unless noted otherwise. Cast -In-place anchors rods shall be provided unless otherwise approved by Engineer. Unless noted otherwise, embedment of cast -in-place anchor rods shall be 12 times the anchor diameter 112D) 2. EMBEBBED STEEL PLATES with HEADED CONCRETE ANCHORS (HCA): Headed concrete anchors (HCA) welded to steel embedment plates cost monolithic with concrete, shall be welded in accordance with AWS CIA Chapter? "Stud Weldin." Unless noted otherwise, HCA shall M V diameter 6' long. 3. DRILL -IN ADHESIVE ANCHORS: Adhesive anchors shall M SER approved with Current ICC report that provided allowable shear and tensile values equal to or great than those ICC values listed for HY-150. Install anchors in strict accordance to ICBO report and manufacturer's instructions. Drilled -In Anchor embedment lengths shall be as shown on drawings, or not less than 10 times the anchor nominal diameter (too). 4. DRILL IN EXPANSION ANCHORS: Expansion anchors shall be SER approved with current ICC report that provides allowable shear and tensile values in cracked concrete per ACI 318 Appendix D, equal to or greater than those ICC values listed for Hilti Kwikbelt TZ. Install anchors in strict accordance to ICC EST report and manufacturer's instructions. S. COLD WEATHER ADHESIVE ANCHORS: Use acrylic anchors of equivalent strength when base material falls below 40 degrees F. FABRICATIONS: 1. Conform to AISC"Code of Standard Practice" (2000), Section 6"Shop Fabrication and Delivery', Section 8"Quality Assurance" and Sec M2 and M5 of the applicable specifications. 2. Structural Welding and associated inspections and qualifications conform to the AWS DS.l and applicable WELDING notes above. 3. The fabricator shall maintain detailed fabrication Is erection quality control procedures per IBC Sec 1704.2.1 that provides the basis for inspection control of the workmanship and ensures that the work is performed is accordance with Cade of Standard Practice, the AISC Specification, and the Contract Documents. 4. Special Inspector shall review the procedures for completeness and adequacy relative the code and the work. This review may be waived if the Fabricator is approved per IBC Sec. 1704.2.2. ERECTION: 1. Conform to AISC"Code of Standard Feature- (2000), Section 7"Erection", Section 8"Quality Assurance' and Sec M4 of the applicable specifications. 2. Structural Welding to conform to the AWS D1.l and applicable WELDING notes above. 3. Special inspector shall inspect the steel framing to verify compliance with the details shown on the Contract Documents including member size, location, bracing and the application of proper joint details at each connection. 4. High strength bolting shall be periodically inspected by the Special Inspector per IBC Section 1704.3.3. BRACING and SAFETY PROTECTION: The contractor shall provide bracing and safety protection required by AISC Specification Sec. M4.2 "Bracing" and AISC Cade Sec. 7.10 and 7.11 for "Temporary Supplement of Structural Steel Framing." 1. SHOP PAINTING: Conform to AISC Specification Sec. M3 and AISC Code Sec. 6.5 unless multi -coat system is required Per the project specifications. 2. INTERIOR STEEL a. Unless Noted Otherwise do not paint steel surfaces I. Embedded in concrete ii. Fireproofed iii. Concealed by the interior building finish. Iv. Specially prepared as a "faying surface" for type SC'Shp-Critical" bolted connections, unless the coating conforms to requirements of the RCSC Bolt Specification and is approved by the Engineer. v. Welded; If area requires painting, do not paint until after weld inspections and Non-destructive testing requirement, if any are satisfied. b. Interior Steel, exposed to view, shall be painted with one coat of shop primer unless otherwise indicated in the project specifications. Field touch-ups to match the finish cast oras otherwise indicated in the project specifications. 3. EXTERIOR STEEL: Exposed exterior steel shall be: a. Painted with an exterior multi -cost system as per the project specifications. Field touch-up painting shall be to match top coat. b. Galvanized: Exposed steel outside the building envelope shall be hot -dipped galvanized, where noted on the plans or atherwise indicated by the finishes specified by the Architect. Apply field touch-ups per project specifications. WOOD FRAMING REFERENCE STANDARDS: Conform me (1) IRC Wall& Floor Construction Chapter 5&6 (2) Nos -"2015 National Design Specifications (NDS) for Wood Construction" (3) APA PDS- W Plywood Design Specication(revised 2010) (4) ANSI/TPI I -National Design Standard for Metal-Plate-ConnectedWood TroisConstmttion.- (5) TPI HIB 'Commentary and recommendations for Handling, Installing &Bracing Metal Plate Connected Wood Trusses." (6) TPI DSB"Recommended Design Specification for Temporary Bracing Metal Plated Connected Wood Trusses' (7) APA Report T98 -22 -"Nail Penetration and Fra ming Specific Gravity Factors for Shear Walls and Diaphragm" DEFERRED SUBMITTALS: Submit product data and proof of ICC ES approval for framing members and homes that have been designed by others. Submit calculations prepared by the SSE In the state of Colorado for 11 members and connections designed by others along with shop drawings. All necessary bridging, blocking, blocking panels and web stiffeners shall be detailed and furnished b the supplier. Temporary and Permanent bridging shall be installed in conformance with the manufacturer's specifcatians. Defection limits shall be as noted on Design Loads section. Products included are: IDENTIFICATION: All sawn lumber and pre -manufactured woad products shall be identified by the grade mad or a certificate of inspection issued by the certifying agency MATERIALS: SAWN LUMBER: Conform to grading rules of W aii WCUB, or NLGA. Finer jointed studs acceptable at interior wall only. Member Use Size Species Grade Studs 2x4,2x6, 4x4 Hem -Fir No.2 Posts 3x10,4x6,6x6 Doug -Fir No.2 Rafters/Beams 2X4 ---4X12 Doug -Fir No.2 GLUED LAMINATED TIMBERS: Conform to AITC 117 "Standard Specifications far Structural Glue -laminated Timber of Softwood Species, Manufacturing and Design" and ANSI/AITC A190.1 "Structural Glued Laminated Timber." Comber all glued laminated members beams to 2000'radius, unless shown otherwise on the plans. Member Use Size Species Comb Symbol Uses Beams All DF/DF 24F -V4 Simple Span Beams All DF/DF 24F -V8 Cantilevered WOOD STRUCTURAL SHEATHING (Plywood): Wood APA -rated structural sheathing includes: all veneer plywood, oriented strand board, waterboard, particleboard, t1-11 siding, and composites of veneer and wood based material with T&G joint. Confirm with Project Team. Conform to "Construction and Industrial Plywood" based on Product Standard PS -1-95 by the U.S. Dept. Of Commerce, and "Performance Standard for wood Based Sherri ral Use Panels" based on Product Standard Pi2-92 by the U.S. Dept. of Commerce and "Plywood Design Specification(revised 1998)" based on APA PDS -97 by the American Plywood Association. All sawn lumber and pre -manufactured wood products shall be identifed by the grade mark ora certificate of inspection issued by the certifying agency. • Minimum APA Rating Location Thickness Span Rating Plywood Grade Exposure Roof 15/32" 32/16 C -D 1 Floor 23/32" 48/24 C -D 1 Wall 7/16" 32/16 C -D 1 TIMBER CONNECTORS: Shall be "Stang Tie" by Simpson Company as specified in their latest catalog. Alternate connectors by other manufacturers may be substituted provided they have current ICC ES approval for equivalent or greater load capacities and are reviewed and approved by the SER prior to ordering. All manufacture recommendation shall be followed. Where connectors straps connect two members, place one half of nails or bolts in each members. Where straps are used as hold -dawns, nail straps to wood framing just prior to drywall application, as late as possible to allow would to shrink and building to settle. Premature nailing of strap may lead to strap buckling and potential failure, which structural engineer shall not be liable for failure. Where connectors are In exposed exterior applications In contact with Preservative treated wood (PT) other than CCA<connector shall be either batch hot -dipped galvanized (HUG), mechanically galvanized (ASTM B695 Class AO or greater) or zinc galvanized with 1.85 oz/sf. FASTENERS: (nails, bolts, screws, etc) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistant Verify suitability of the fastener protection/coating with the wood treatment chemical manufacturer/supplier. Provide washer under the heads and nuts of all halts and lay screws bearing on wood. All nails 12d and smaller shall be full length common unless noted otherwise. 16d nails may be 16d sinkers unless noted otherwise. Nail straps to wood framing as late as Possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and Potential finish damage. Requirements of the International Residential Gore, Table 602.3111 & (2) unless otherwise noted on the drawings, comply with the international residential code, Table 602.7 for minimum s. headerdesi n. Reference International Residential Cade for additional information notprovided in drawings. g P g Alternate nails maybe used but are subject to review and approval by the Structural Engineering. Substitution of staples for nailing of rated sheathing is subject to review by the structural engineer pdorto construction. LAG BOLTS/BOLTS: Conform to ASTM A307. ENGINEERED WOOD PRODUCTS (Truslolst): The following materials are based on lumber manufactured by Boise Cascade and were used for the design as show on the plans. Laminated Veneer Lumber (LVL -2.DE): Conform to ICC ES Report No. ESR -1040, fle: 2800 psi iv= 280 psi E = 2000 ksi Laminated Veneer Lumber (LVL- 1.7E): Conform to ICC ES Report No. ESR -1040, fb= 2400 psi fv= 280 psi E=17M ksi Laminated Strand Lumber USQ: Conform to ICC ES Report No. ESR -1040 NAILING REQUIREMENTS: Provide minimum nailing In accordance with IRC Table 8602.3116 "Fastening Schedule" Except as noted on drawings. Nailing for tact or diaphragms/shear walls shall be per drawings. Nails shall be driven flush and shall not fracture the surface of sheathing. STANDARD LIGHT FRAMING CONSTRUCTION: Unless noted otherwise onlane construction shall conform to IRC Chapter 5 and 6. v v NAILERS ON STEEL COLUMNS AND BEAMS: Woad 3X mailers are required on all HSS columns and Steel beams abutting or embedded within wood framing. Unless noted otherwise, attach with 5/8"diameter bolts or welded studs a[16"on center. Wood mailers on beams support joist shall not overhang the beam flange by more than 1/4" MOISTURE CONTENT: Wood material used for his project shall have a maximum moisture content of 19% except for pressure treated wood sill plates. Refer to Testing and Impedion for verification of these limits. CIADDING COMPATI T LIT': The Architect/Owner shall review the cladding and insulation systems proposed for the project with respect to their performance over wood studs with moisture contents greater l9%. BITS should be avoided on wood -framed projects due to problems with moisture roofin m 8 Y Pl P P 8 PRESERVATIVE TREATMENT IPTI: Wood materials are required to be "treated wood" In accordance with IBC Sec. 2304.11.'Decey and Termite Protection" shall conform to appropriate standards of the American Wood -Preservers Association AWPA for sawn lumber, glue laminated timber, round ales wood piles and marine piles. Fallow American Lumber g P p Standards Committee (ALSC) quality assurance procedures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stainless steel or ho[ dipped galvanized or per IBC 2304.9.5. HUD UM48A Pressure -Treated Lumber and PI ootl Cer[ifratian is required. g P Vw q Always verify the suitability of the fastener protection/coating with the wood treatment chemical manufacturer/supplier. Requirements of the International Residential Code, Table 602.311) & (2) unless otherasse noted on the drawings, comply with the International residential code, Table 602.7 for minimum header design. Reference International Residential Code for additional information not provided in drawings. m ABBREVIATIONS I Angle FLR Floor PSL Parallel Strand AS Anchor Bolt FRP Fiberglass SPREAD FOOTING SCHEDULE) Lumber ADDL Addlionol PILE CAP S'MBDL (REFER TO Reinforced Plastic P -T Pott-Tensl mad ALT Alternate FTG Footing PT Pressure Treated ARCH Architectural F/ Face of R Radius B or BOT Bottom GA Gage RD Roof Droin B/ Bot tem 01 GAIN Galvanized REF Reler/Rebrance BLDG Building GEOTECH Geotechnlcol REIN Reinforcing BLKG Blocking GL Glue Laminated REDD Required BW Brick Masonry Unit PANEL NUMBER (REFER TO TILT -UP/ Timber RET Refolding OR Baseplate CAB Gypsum Wall Board SCB Special Concentric BRB Buckling Resisting TOR Header CONCRETE COLUMN Braced SCHEDULE Braced M Hme-Fit SLED Schedule BRC Bearing NOR Hanger SHTHG Sheathing BTILN Between HD No l down Sim Similar C Centerline HJRIZ Horizontal SAF Special L4m f C Carbon No Hiyyh Point REQUIRED AT COLUMN (REFER TO From CB Castellated Sam HI SS = TS (Holl" SOG Slab on Grode CIP Cast in Place Structural Section) SPEC Specification CJ Construction or IRC International Building SO Square STEEL COLUMN SYMBOL (REFER Control Joint INDICATES CONCREIE/TILT-UP Code SR Sfadrail CJP Complete Joint ID Inside Di ane for SF Square Foot TO COMPONENT THAT THE penetration IE Invert Elevation SST Stainless Steel CLR Clear IF Inside Face STAGG Stagger/Staggered CW Concrete Masonry IM Inferior STD Standard Unit k Kips STIFF Stiffener COL Colum KSF Kips Per Square root STL Steel GOING Concrete LF Lineol Foot STRIICT Structural CONN Connection LL Live Load SWWJ Solid Web Wood CONST Construction LLH Long Leg Horizontal 3 Joist CONT Continuous LLV Long Leg Vertical SYM Syme trical C'SIN( Countersink LP L" Po Iof T Tap CTRD Centered LONGIT Longitudinal T/ lop Of e Dl mW ter LSL Laminated Strand Lumber T&S Tap 8 Soften DB Drop Be" LVL L"inafed Veneer Lumber TC AX LO Top Chord DBA Deformed Bar Anchor WAS Masonry Axial Load OBL Double YAx Moxinuun TCX Top Chard Extension DEV Development TECH Mechanical TDS Tie Down System OF Douglas Fir ME22 Merronine T&G Tongue & Groove DIAG Diagonal MIT Manufaclurer THIOD Thickened DIST Or at r ibuted MIN Minimum TMD Threaded DL Dead Load MISC Miscellaneous TIOU Through ON 0"n NIC Not In Contract TRANSY Transverse DO Ditto NTS Not To Scale TYR Typical DP Depth/Deep OC On Center UBC Uniform Building DWG Creating OCB Ordinary Concra lric Code (E) Exilling Braced LM Unless Noted EA Each OD Outside Di arsofer Otherwise EF Each Face OF Outside race LXW Unr*Inforced EL Elevation OPFIG Opening Masonry Unit ELEC Electrical OPP Opposite VERT Vertical ELEV Elevator ONSJ Open web Steel Joist Is wide EMBED Embedment OWWJ Open Web Wood Joist W/ With ED Equal E Plate W/o wit Mef EQUIP Equl pme of PAF Powder Ac fueled Fastener WNS 'Welded Waded Stud EN Each Way PC Precast Connote FP Working Point EXP Expansion PERP Perpendicular Well Welded Wit* Fabric EXP JT Expansion Joint PLWD Plywood } Plus or Mining EXT Exterior PP Partial Penetration TO It car Scale PREFAB Prefabricated d FIN Foundation PSI Poundser Square Foot P 9 FIN Finish PSI Pounds Per Square Inch DRAWING LEGEND MARK DESCRIPTION MARK DESCRIPTIO.% F2.0 FOOTING SYMBOL (REFER TO ]. INDIGIES WADE FMLNCE COLUMN x SPREAD FOOTING SCHEDULE) 5 zp 3 Pl PILE CAP S'MBDL (REFER TO D INDICATES HOLLOW STRUCTURAL. SECTOR (155) OR mko mem SPREAD PEE UP SCHEDULE) COLUMN TUBE On COLUMN TILT-UP/PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL Q CONNECRON SYMBOL o %VnDN (NSS) COLUMN OR REFER TO CONNECTION DETAIL STEEL PIPE COLUMN SHEAR WALL SYMBOL (REFER TO D INDICATES WOOD POST SHEAR WALL SCHEDULE) Qi WAS" TRIANGLE ■ INDICATES BUNDLED STUDS TILT-UP/PRECAST CONCRETE WALL �1 PANEL NUMBER (REFER TO TILT -UP/ INDICATES CONCRETE COLUMN PRECAST CONCRETE ill ELEVATIONS O CMU WALL RONFORONG SYMBOL (REFER TO CMU WALL REINFORCING ® INDICATES PRECAST CONCRETE COLUMN SCHEDULE B� CONTINUITY PLATE LENGTH ~ INDICATES MOMENT FRAME (REFER To TYPICAL DETAIL) CONNECTION INDICATES DOUBLE SHEAR CONNECTION ® (REFER TO THE STANDARD BOLTED INDICATES DRAG CONNEC-IC'; BEAMS CONNECTION DETAIL INDICATES NUMBS OF STUD RN]. �� INDICATES WOOD OR STEEL SNO ® REQUIRED AT COLUMN (REFER TO WALL STLD RAIL DETAILS) DIAPHRAGM FLOORRAGO N O MOL (REFEJR 70 W INDICATES MASONRY/CMU WALL NAILING SCHEDULE)_ CI STEEL COLUMN SYMBOL (REFER INDICATES CONCREIE/TILT-UP TO STiEL COLUMN SCHEDULE) CONCRETE WALL T SLAB ELEVATION SYMBOL (T/ REFERS INDICATES WOOD OR STEEL SND TO COMPONENT THAT THE 122e SHEAR WALL ELEVATION REFERENCES STUD INDICATES NUMBS ■ 3 OF STUDS REQUIRED RED IEXCEEDS �-77-5 INDICATES BEARING WALL BELOW NUMBER SPECIFIED IN PLAN NO INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN INDICATES EXISTING WALL r--�--- y -- -i FOOTING DETAIL DETAILS OR SECTION CUT 00-4POST-TEN"DEAD QLD (PUN) X/SX.X (DETAIL NUMWSHEET NUMBER) `.gf DEINLS OR SECTDN CUT IN PLAN VFW (DETAIL NUMBER/SHEET NUMBER) + POST -TENSION SiRE5511i END (PLAN) v lbl INDICATES LOCATION OF CONCRETE 3 POST-TLN90N PROFILE (PLAN) X S%.X WALLS, SHEAR WALLS OR BRACED (IN INCI-ES) FRAME ELEVATIONS SPAN INDICATOR (INDICATES EXTENTS OF FRAMING MEMBERS OR OTHIER INITRMEDATE STRESSING (PIAN) STRUClLWX CGWUW M 1 INDICATES DIRECTION OF DECK SPAN O W N U Q N J � F a O m� a �o W v p = an U oma W CD CD N LO Q� W 2 0 as ias V� u e�w x e� �O x z 5 zp 3 dL n of to mko mem GENERAL NOTES 2 oft S1 .2 r L `o W heatga. U w E n 0 E 0 oWE Nzo SaS t��dc 0 �c V� U •mow x •� �2 xz zo Qo�ry rviko mem FOUNDATION PLAN S2.1 `or W heatga. U m IDEOGRAM, FLUOR FRAMING PLAN NOTES 1. FAIR STRUCTURAL GENERAL NOTES, DESIGN, CRITERIA, ABBREVIATION AND AFFORD, REFERENCE BE I AND 51 2 2, VERIFY ALL DIMENSIONS AND SUPPLIERS WITH THE ARCHITECTURAL DRAWINGS MINIMUM START DETAILS FIND GUARDRAILS PER TURING AND LOCATIONS PER 3, AM DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMING ELECTRICAL BUD SPRINKLER URAL MRMINGS, CONCRETE 4, FLUOR FORM A uM ARMGRENADA SIM . I ADDING,Y SHUATTING WENT FACE WIN (LO GE�EAG1MRi)gPRENDIf MOTHERS TO Se ®1M TO$OPPPOSES AND GLUED TO o'�' ALLOWS' E PLYWOOD SMALL BE SUCCEEDS GUAM CONCRETE TO PROCEED PLYWOOD DEMUDRATMN 5, AM BE, FAME UP AND 4X TRANSFER TO BE TRUP CHANGE SEARING SIMPSON 19 TYPE OR FACE MERGERS SIMILAR LOS REAGAN BUT ALL ENGINEER ELSE SHALL BE MR DIANE SEARING SIMPSON ON OR IRA .�WPKN FACE MOUNTED JAMES. swwEGERALD IND ESPALIER7, PROVIDE DEDUEEM JOIST ARABIA ALL FLUOR COMBINED GREATER THIN DEC ON ONE SIM* PROVIDE TOOK DOUBT UNDER EACH INTERIM SHE" WAIT ADD INTERIM WALl- * PROVIDE FLOOR JOISIT BRIDGING OR BLOCKING AT IS RALPH HANGERS ARE 6 AM RIM BRIEF UP BOARD meSUGAR WALL PIN 2, FOR ALL INTERIOR NON BEARING, NO N STRUCTURAL WAGE DIED RNUI��, REFERENCE STRUCTURAL AL NOTED AND �L MEANS, WHERE NOTED uRRE3, HUGAMERS .G}O1) TRIMMEBER G RAMr R BALANCE STRUCTURAL GMEM NOTED 5 1.2. ER 19 RLAN EQUIRED TMTARIFFS TO BE usTO MEn�ER BRMBy wL?j a�rv�TIrvB. WHAM BE PER THE KING GOOD DUEDHAM REQUBOARDI D, ENUMB ROF : DED MERGEBE zARGUE o:°BEOYSESo 'os VJt) BUNARE DLED STUDS TRY BE A. FOR AM SHEAR WAIT REQUIREME FDJNDAlICM, REIREFFINCE SHEAR WALL SCHEDULE AREA 2 ARM SHEAR WALL SMITH RFQE� AT SAM ON PErtR OEM6, BULL EXTREME WELLS TO BE SIT EAR WAIT TYPE . ONO 7, eCID REBATES ROD DOWN TP OF PIT ALAN R ALL WAGES SUALL M ME HEM IT R E2 SAW N LUMBER AT IS VICHISS 011 BORROW UPS, 10, HOLD DOWNS SHOWN SHIELD AUDIT N UP 10 FOUNDATION FN01ED ON ME MEAN SENSE AT °oINTERIOR WAILIELL SHALL Be 2X4 IT E M DID A 2 GAIN LUMBER AT 16 INCHES ON CENTURY eMITIG OFOUNDATION 11, ALL E:EEENA SMALLMOND TO PROPMS FUEL MoAL PH GA WI. IRA AIDED ME FIJI OIL �Ii aAM AS TV T/msm�miw"- FOUNDATION STUD NOTES I MR STRUCTURAL 91 1 BUD Sl 2 ENERe<NPE:, DEESME, CRUFFERIA, 2 VERIFY ALL EMBARGOING BUD ELEVATION$ WITH TERE.Rc. ARCHITECTURAL DRAWINGS eE m� DIMENSIONS SHALL BE FIELD REFUSED. B, ���OR WHALL IODINE AND VERIFY ME EDWARDS WITH OTHERS PRIOR TO AMUSING ORDERED, STAINKILIFER AND HFOA. ALL USERS CHASES AND PINES PER :HiwO1wPPSEAR EUROBOND AND STRIPES HEARINGS OEnuwL DRAWINGS, SURINAME AND BULARMREE:niANOV:TUR REGISTER! REFFER TO CIVIL AND ARCM��L MELLON GRACE AT INTERIOR REDUCED PARYPIDE PROPME 6 MIL VAPOR BUFFER EM GRANULAR Nu AND suMMRarc RTHE GEOECHHAEEPREPARATION5, TRAP Of a CEvuv.Tlory • AM ROUTINES BUD WAGE WOW EXPOSED TO ui°e wui:ix°, OR wmnNATIVE iiINISHED`G ALALS $Hw BE P41PRESSURE TREATED• PRODUCER PROOF ALL CONCRETE SEEM AND BRUSEMENT WAGES PER ARCHURCT• MINIMUM TRIP LENGTH SHALL BE PER GNP SCHEDULE• REFERENCE SHEAR FALL SCHEDULE FOR ARTHUR HALL SPAGETING.ANCHOR BOLTS 70 BE CS� A 7 MINIMUM, ARM SPACING SAM AIDED, GELLER SHALL KEPTEXCEED 48 ON CENTER UNLESS NOTED OTHERWIRE. PLOWIDE AFTERNOON CALVANEGED ANCHORAPPEAL AT PRESSURE TREATED HEM MEANINGS KING STUD SCHEDULE HIRE =9' D" ROUGH OPENING #NG HUED REO'D O'm-10'-00z .x00,0^ z UIDE rs'APPLE -vrsvvl.G WE TAV AWE x •� MEDIA BUNDS MERGE - SPER2 DALLAS . MR WHEN 1 i i TRUPOPWALL CLE ii'z TOP OF WAGE CA zTEEL Pos.ro zTEEL EE.m-ROAD JEERED ELSE BRING IRA AIDED ME FIJI OIL �Ii aAM AS TV T/msm�miw"- FOUNDATION STUD NOTES I MR STRUCTURAL 91 1 BUD Sl 2 ENERe<NPE:, DEESME, CRUFFERIA, 2 VERIFY ALL EMBARGOING BUD ELEVATION$ WITH TERE.Rc. ARCHITECTURAL DRAWINGS eE m� DIMENSIONS SHALL BE FIELD REFUSED. B, ���OR WHALL IODINE AND VERIFY ME EDWARDS WITH OTHERS PRIOR TO AMUSING ORDERED, STAINKILIFER AND HFOA. ALL USERS CHASES AND PINES PER :HiwO1wPPSEAR EUROBOND AND STRIPES HEARINGS OEnuwL DRAWINGS, SURINAME AND BULARMREE:niANOV:TUR REGISTER! REFFER TO CIVIL AND ARCM��L MELLON GRACE AT INTERIOR REDUCED PARYPIDE PROPME 6 MIL VAPOR BUFFER EM GRANULAR Nu AND suMMRarc RTHE GEOECHHAEEPREPARATION5, TRAP Of a CEvuv.Tlory • AM ROUTINES BUD WAGE WOW EXPOSED TO ui°e wui:ix°, OR wmnNATIVE iiINISHED`G ALALS $Hw BE P41PRESSURE TREATED• PRODUCER PROOF ALL CONCRETE SEEM AND BRUSEMENT WAGES PER ARCHURCT• MINIMUM TRIP LENGTH SHALL BE PER GNP SCHEDULE• REFERENCE SHEAR FALL SCHEDULE FOR ARTHUR HALL SPAGETING.ANCHOR BOLTS 70 BE CS� A 7 MINIMUM, ARM SPACING SAM AIDED, GELLER SHALL KEPTEXCEED 48 ON CENTER UNLESS NOTED OTHERWIRE. 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U m F57APA RATED PER 44 SHEATHING MR NOTE 4 SHARE - MR ARCH L FLOOR FISHING SUM NOTES 1, MR STRUCTURAL GENERAL s, DESIGN, RRDEUA ABBREVIATION AND HUMID, REFERENCE SIC AND $1.2. 2, WORIFY AM DIMENSIONS AND MEMORIES WHIM Fliff TECTURES GROWERS 3, AM DUCTS, CHARGE ROD BLUE MR xRxrtµ wmm6 EUECTIu AND SEPTEMBER [GAMBLING. SPAIN DETAILS AND GLARDMILD PER ARCULTECTURAL CONCRETE MISS ROD U)CALTIONS PAR ARCLUCTURAL MEANINGS 4, FLOOR SHEATHING TO M PY PROBE RAL SHEATHING WITH A EANm PHI SHEATHING GLAD UP FLOOR FRAMING VRITAI mTOAEMIAT RAN& USAGE D IS LOGIN TAROT ONO LEE SHEATHING IA(LUNG DIRECTIONS PERPENDICULAR TO SUPPORTS FRED STAGGER PANEL END FORM UPON SURE BETWEEN PANELENDS AND E NAGS PLYWOOD SMALL BE PROTECTED FROM CONCRETE 10 PREVENT PLYWOOD DETERIORATION 5 ALL PIC NON BE 2X AN D 4X HANG ERA TO BE TOP RANGE PAPERS GRUMMAN )3 TYPE OP FACE MOUNME) SIM PSO N LOS HANGER, ON 0 ALL ENGIN MR YOUT SHALL BE TOP SURGE DURING SIM SO N ITS OR WS 51 FRENCH FACE M OF NOW BE I%SR HANGER Gwum, PROMPT 6, SOL RIM SUED TO NOTED OTHERWISE 7, PROVIDE DOUBLE ROSE AROUND AM FLUOR OPENINGS GREATER TEAM 24' ON DOE 9. PHRUFFEW FLUOR JOINT FINGER RUSH RETURFOR SPUR WALL NrDm WALL. 9 BRUSSELS FLOOR TDIST BRIDGING OR BLOCKING AT X MINING 10 4J. STEEL MORRIS SHALL HAVE 2X MAKER ATTACHED WITH PU25 GLUE AND 61.45 P ALF AT 19 INCHES ON CENTEL SLAGAGERED, MINIMUM, ADDLOETAILS- MAJOHEREAREARLPLATA 2 USE PLATE SPIKE -ROSH'S BUNDLE ACTING - 4/94.2 ORDERED SHUR ALLrozTANHi/SL2 STEEL FORT TD STEEL RAM. ROSSO MANAGERaSD I1 SPUR ADD SPENT WALL ALAN NOTES I MR LUMBER GRACE, REFERENCE STRUCTURAL GENUAL STAAT aEIRMENIS. 2 MER ALL xIMNNON - N uanRw REFERENCE S HUDENCE GROWN ON FRAMING IRAN STRARCHITECTURAL UI TRIMMED WD. WHERE MORE gn(II)TR S RUMORED THE DESTOTFINGER OF ILE winGLASS SMaxc NOTED THUSVim)--ll)) Rr(2) auxcmD sn Wue THE KING SOLD SCHEDULE A REFOUND BROWN TME FILINGS SHALL UPwxDER OF DumlENIONS PUN SHALL PCE SHALL EE NOTED DOEV}'J. ED STA5, FOR ALL SCHEDULE LL REQUIREMENTS SH BE MENIGNUCKOL ALL wnnURAAVE Txeioo.ERENCES AT SHU WALL uxD. 6 ALL EXTERIOR WAGON OD BE m. mmGrt TYPE®u 9ALL WRITE CHAT BE 2.6 HEMPAIRU SAWN FORMAL AT 16 INCHEI ON CENTER ONO. INTERIOR WAGES SIMILL M 2.4 HERMMRS SAVEN MEMBER AT 16 EASED ON TRIMMER ON THE PUN ROGER AT ED BULL SHALL 61v TION11 ALL 13MGM DOWNS SHOWN SHALL (IMMUNE TO PROFESSION BOB EM OTHERWISE xmin I2. PERVADE(2IBNOT NLL ETHICSTE D OF ALL EHUR WAGES, ONGSTUDSCHEDULE Hw-"" ROUGH OPENING LOW 12' REQG Da" -10'-O 1 v.1 .204-04 2 F %7AMA NAMED TEE QW�2� 2ND FLOOR FRAMING PLAN SCALE: Y16' = 1'-0" U IEFFEE IY O a W S H E n 0 E 0 oPED yU�3 Sa$ Dl�dc 0 �c V� a ��w I •� M2 xz zo oF�FEn" wJ� GO U Z O 2ND FLOOR FRAMING PLAN S2m3 MA `or W heatga. U m 1, FOR STRUM"L GENERAL NOTES, BOEING, CRITERIA, AB8RWMIWN BUD LEGEND "IFFERIENCE 91 1 BUD 512 2 WORRY AM DIMENSIONS AND BERVATIONS WITH WE AMCNITECTURFAL CRAWINGS DRAWINGS SCUM DWARM TECTURAL DRAWINGS CONCRETE CASES B: CATIONS PER mTED GcInBcBOrvm: CTIMPAU PROPOSES.4HUNTS ENEATHING TO < MUSEUM=x. NUNN WGING, SHIMETHING TO BE FAILED THE ROGER FESAING BOTH 019E WUL5 6- ABC AT PANEL EDGED AND @ 12 -OC SEEM ONO. UFf SHEATHING SAW FACE SPAIN MANG DIRECUMN) PERPENDICULAR ME SUPPORTS AND STUAGER PANEL END 10�. ALI N° STAGE BETWEEN PANEL ENDS AND EDGES 5, ALL ZX, DOUBLE 2X AND 4X MERGERS TO BE TOP FACTS MAPPING SIMMONS IS TYPES OR LUES FACE MOUNTED MANGER, UNO. ALL ENGINES' JOMT SHALL BE SIMPSON FACE MQUITTED HANGER HIS ON TOM PLUNGE MOUNTED ITS TPPE � SLOPE MERGERS SHALL BE URZ MANGERS .G GLUCOSE CM ANO MIROUAN INSURERS ARE Smrs°NGw, UNOC 6, ALL WON SIR SENSE SMALL Ut 7. SOL ROME SEAMS US HAVE MINIMUM ai 2" HEW AW FIFA: SPUR TO TE CONTINUOUS TO 8, PROVIDE DOUBLE IOIST3 AROUND Ml AT % ro NINGS GREMER WHY SHE, 9, MRSCANDES JUST RM ANS OR BLOCKING INrs AND SOwDNn, ADDIL DETAILS- MORE R. In.E 2G42 BUNDLE CLUBS 41SE12 SHEAR ANGLICISM �aSTOP PLATE SWAP AT WAST - 7T GEL Fmm rSTEEL MAN SUCH[ .2 E, SOLD AND $NIGER WALL PLAUN NOTES I OWN LUMBER SPOKE, REFERENCE STRUCTURAL GENERAL gD REQUIREMENTS. OHOWNANFRAMING LANSH a.oESUPPPORTEniL%TRMR,UUSE. KING SIGNS SEOUL BE PER THE KING SIGN SCHEDULE m (z) BOND ARE QUIRES TTI"NDE TO BE �MAPPING TMSom DS SMALL BE NOTED THAN BUNDLE° S. PER ALL SHEAR LEL aSwIuNiNrs AND ELLEV:TION, REFaWa Shun WALL SCHEDULE RJS42, ACT SUPER WALL ME QOB« AT M' ON LENTEN USE. 6, AU EXTERTAL WALLIS IS BE SHEARI WALL 7. �m INDMATIM5 HOME GLENN MAP PER MEAN 9, ALL WELLS SMALL ME 2.6 HEM-MOU2 SAWN LUMBER AT 16 IMPOSE ON CRUDE UPS ]�M WALLS STAL BE SAS MEWFM;U2 SAWN LUMBER AT 16 INCHES ON CENTER ON WE PLAW aNe m CONTI2.8 NUE HE RENO 10, HOLD DOWNS SHOWN SMALL CONTINUE TO FOUNDATION GULATION TION11, ALL . EMOTED IMUM LI. movie a) E�D�o°s: ErvNDOF ALL SPEAK WALLS. MING SiDD SCHEDULE Hw =9b" KOOGH ORHINO NL6MEx]NEQO tl-0".IVAYI ARA RAWD TOP f�� An SCALE: I0M U BEFFEW IY O a W S H n no 0 �AS Sit c V� a I NO •� eeO xz zo Qo�ry GO mk GO ROOF FRAMING PLAN S2m5 REINF PER PLN, 1111111 FROM STRUCTURE yj W heatga. 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PLAN II �� ° IIIIII d a< u ADDL-#4 SOIL PREP& ILII— mF00TING DRAINAGE PER PER PLIN GEOTECH REPORT 3ELOW BEAM q 1.-0. ADDL 04 GEOTECH REPORT ROCKET E451DE BELOW BEAM RUN FLOOR JOIST PERP DOWN TURN POCKET TO EXTERIOR WALL CONCRETE WALL #4-30" STEEL BEAM &REINF PER PUN LONG BEHIND siz CROSS BEAM POCKET FOUNDATION POCKET (2)#4 TOP 4 1 & BOT SCALE: NTS REINFPERPUN, - ° WALL& .� FROM STRUCTURE CTR (ALT HOOKS) REINF PER £ SCALE: NTS 12 (2)#4 TOP 4"• PIAN = 2x PLATE W BOT OF WALL & BOT AB'S WITHIN 12' B(SE TRIM NAI M"ROUGHEN — _ FOOTING& CONSTIT (2) TOP BAR KEINE PER d Ye"SBFT " 3. PLAN II �� ° IIIIII d a< u SOIL PREP& — SOIL PREP& ILII— mF00TING DRAINAGE PER PER PLIN GEOTECH REPORT DRAINAGE PER & P.T. 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PIAN ATE ATTACHMENT ER SHEAR WALL SCHED M JOIST R PIAN RIM JOIST CONN PER SHEAR WALL SCHED WALL& `L REINF PER ONGRADE PIAN FOOTING & FOOTING & - S REINFPER a d a6 REINFPER g" a- _ d 3 da PUN PAN SOIL PREP AND SOIL PREP AND DRAINAGE PER DRAINAGE PER GEOTECH REPORT PER PLAN GEOTECH REPORT PER PUN FLOOR JOIST PARALLEL FLOOR JOIST PERP TO EXTERIOR WALL TO EXTERIOR WALL :NTS 3 SCALE:NTS SCALE: STUD & SHTHG STUD & SHTHG PER PIAN PER PUN PT PJP�N PT PLATE W/ ASS PPUTS ATTACH AB'S PER PUN PLATE ATTACH SHRINEPER SHEARENDING PER SHEAR PER PWALL SCHED PER PUN WALL SCHEDADDL ROW OF ADDL ROW OF NAILS 0 6" OC NAILS 0 6` OCJOIST PER.&PUN2x4 W/ (4)_WALL& .131"NAILS WALSREINF PER REINFPER JOIST PERPUN BLKG W PUN PUN W/ITS 48" OC W/ HANGER (2)#4 TOP z ITS HANGER (2)k4 TOP & NOT & BOT z REINF PER PUN L, VROUGHEN £ REINF PER PUNL, y"ROUGHEN £ CIR (ALT HOOKS) CONST IF CTR (ALT HOOKS) CONST IT V FOOTING & &" d n n FOOTING & &` d 3" u REINF PE0. PUN a REINF PER PUN _ m FOOTING J III -1—I I— & REINF PER PLAN SOIL PREP PE0. GEOTECH REPORT PER PIAN INTERIOR FOOTING `7� SCALE: NTS � SCALE: NTS O POST PER PUN W/ CPT44Z CONCEAL POST TIE NOT USED STD HOOK FROM STRUCTURE a ABOVE SCALE: NTS 12 %.x5"x5" 2x NAILER W/.145"0 2x PLATE W BOT OF WALL PT PLATE W/ AB'S WITHIN 12' B(SE TRIM NAI (DRILL HOLE%fi-URGER OF OPENING PAD C 18' OC & PL375 GLUE =VOID+2'. 1 (2) TOP BAR STEEL BEAMPER PUN Ye"SBFT BENT AS SHOWN PL _ POST PER PUN BP PER STEEL BE4M \ PER PUN S/1 i %,x5.x5. + PLATE rcZ wa _ SND fl�SPRIGG PER PIAN PLATE ATTACHMENT PER SHEAR WALL SCHED Um JOIST )ER PIAN RIM JOIST CONN PER NSHEAR WmLL SCHED NOT USED WALL & REINF PER PUN i ROUGHEN f NET IT m 2x4 W/ (4) .148"0x - 3- NAILS BLKG 0 98' OC (2).131"01 NAILS Al REINF PER (ALT M (2)#4TOP & BOT TUD & EPPING ER PLAN ATE ATTACHMENT R SHEAR WALL SCHED HOIST L PLAN RIM JOIST CONN PER SPEAK WALL SCHED WALL& REINF PER PLAN i enucuox � JOIST PER PIAN (2).131"0#92` NAILS PT PLATE W/ ABS PER PIAN STUD &Sy n HHG PE0. PIAN ATE ATTACHMENT ER SHEAR WALL SCHED M JOIST R PIAN RIM JOIST CONN PER SHEAR WALL SCHED WALL& `L REINF PER ONGRADE PIAN FOOTING & FOOTING & - S REINFPER a d a6 REINFPER g" a- _ d 3 da PUN PAN SOIL PREP AND SOIL PREP AND DRAINAGE PER DRAINAGE PER GEOTECH REPORT PER PLAN GEOTECH REPORT PER PUN FLOOR JOIST PARALLEL FLOOR JOIST PERP TO EXTERIOR WALL TO EXTERIOR WALL :NTS 3 SCALE:NTS SCALE: STUD & SHTHG STUD & SHTHG PER PIAN PER PUN PT PJP�N PT PLATE W/ ASS PPUTS ATTACH AB'S PER PUN PLATE ATTACH SHRINEPER SHEARENDING PER SHEAR PER PWALL SCHED PER PUN WALL SCHEDADDL ROW OF ADDL ROW OF NAILS 0 6" OC NAILS 0 6` OCJOIST PER.&PUN2x4 W/ (4)_WALL& .131"NAILS WALSREINF PER REINFPER JOIST PERPUN BLKG W PUN PUN W/ITS 48" OC W/ HANGER (2)#4 TOP z ITS HANGER (2)k4 TOP & NOT & BOT z REINF PER PUN L, VROUGHEN £ REINF PER PUNL, y"ROUGHEN £ CIR (ALT HOOKS) CONST IF CTR (ALT HOOKS) CONST IT V FOOTING & &" d n n FOOTING & &` d 3" u REINF PE0. PUN a REINF PER PUN _ m FOOTING J III -1—I I— & REINF PER PLAN SOIL PREP PE0. GEOTECH REPORT PER PIAN INTERIOR FOOTING `7� SCALE: NTS � SCALE: NTS O POST PER PUN W/ CPT44Z CONCEAL POST TIE NOT USED CONCRETE STEP REINF SCALE: NTS 1 7 #.. 7Z-RENF&PER N Z. REINF PE0. PUN L,CTR(ALT HOOKS) • 4 £ (2)#4 TOP SOIL PREP AND &BOT DRAINAGE PER GEOTECH REPORT SCORING & 3 r•� O y3 �ui REINF PER PUN 1 11 PER PLAN EXTERIOR FOOTING SCALE:NITS 1TS y 3 SHTHG WHERE OCCURS <L WALL COL PER CL COL= PLAN 1"NON-SHRINK CL WALL GROUT OPTIONAL PROVIDE ADDL #4 BAR AT CORNER CONDITION Ii.'rvF WALL REINF HSS WIDTH PER PUN, TYP +1", TYP COL PER PUN PUN - CORNER COLUMN WELD THREADED 2x NAILER AT STUDS PER GEN NOTES ALL WAS LL PLAN 1]'. Lv 3 J'a u3 ti V® BASE PL PER PLAN Ila COL PER PUN PUN - INTERIOR COLUMN (2) 4.OA15 AB'SW/ NOTES: HEX NUTS & WASHERS UNO. NAILER TO BE ATTACHED PER GENERAL NOTES OR WITH (2) ROWS OF 5IMPSON TB SCREWS OR145"O P.A.F. AT6"ON CENTER TYPICAL BASEPLATE TO WALL GEOTECH REPORT R PER PUN � FLOOR JOIST PARALLEL CRAWL SPACE 9 SCALE: NTS PLATE ATTACH PER SHEAR WALL SCHED SHTHG JOIST PER PUN PER PUNx(2).131"0x2 STUD & 1 / NAI STUD UD & SHTHG I / SHTHG PER PUN PER PUN CONC SUB RIM JOIST & MINE _ PER PLAN PER RAN \ CONC SLAB & REINF PER PUN j- EXP_ JOINT STD HOOK FROM STRUCTURE a ABOVE SCALE: NTS 12 •� DO NOT PLACE 2x PLATE W BOT OF WALL PT PLATE W/ AB'S WITHIN 12' B(SE TRIM NAI (DRILL HOLE%fi-URGER OF OPENING THAN SPIKE) =VOID+2'. 1 (2) TOP BAR PT PLATE W/ M BENT AS SHOWN _ COM rvE r MR F (2) #4 AB'S PER PUN TO MATCH EXTEND BARS P.T. PLATE (2x) SUB ON 2' MIN. PAST EACH GRADE TO SLAB SIDE OF OPENING BASEMENT REINF PER RUNL CT0.(ALT HOOKS) (2)44 x 24" W 45° @ EA CORNER I fn)#T CONCRETE STEP REINF SCALE: NTS 1 7 #.. 7Z-RENF&PER N Z. REINF PE0. 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AT6"ON CENTER TYPICAL BASEPLATE TO WALL GEOTECH REPORT R PER PUN � FLOOR JOIST PARALLEL CRAWL SPACE 9 SCALE: NTS PLATE ATTACH PER SHEAR WALL SCHED SHTHG JOIST PER PUN PER PUNx(2).131"0x2 STUD & 1 / NAI STUD UD & SHTHG I / SHTHG PER PUN PER PUN CONC SUB RIM JOIST & MINE _ PER PLAN PER RAN \ CONC SLAB & REINF PER PUN j- EXP_ JOINT STD HOOK FROM STRUCTURE a ABOVE > •� G 2x PLATE W BOT OF WALL PT PLATE W/ W/ 60D SPIKES W 32" OC B(SE TRIM NAI (DRILL HOLE%fi-URGER PLATE ONLY. M1 THAN SPIKE) =VOID+2'. 1 PT PLATE W/ AB'S PER PUN ANTICIPATED _ SPACER TO rvE MATCH WIDTH AB'S PER PUN TO MATCH P.T. PLATE (2x) SUB ON W/SHOTPINS GRADE TO SLAB WALL& $ BASEMENT REINF PER RUNL CT0.(ALT HOOKS) REINFPER - PUN CROSS WALL (2)#4 TOP 4 (2)#4TOP & BOT 4 & BUT 3- 8 a i S SOIL PREP & DRAINAGE PER — 3TECH REPORT PER PUN FOOTING & REINF PER PLAN PARTY WALL FOUNDATION i 14 SCALE: NTS STUD WALL HUNG STD HOOK FROM STRUCTURE a ABOVE > •� SHEATHING 2x PLATE W BOT OF WALL PER ARCH W/ 60D SPIKES W 32" OC B(SE TRIM NAI (DRILL HOLE%fi-URGER PLATE ONLY. M1 THAN SPIKE) =VOID+2'. 1 HEIGHT IF SUI ANTICIPATED _ SPACER TO rvE MATCH WIDTH TO MATCH P.T. PLATE (2x) SUB ON W/SHOTPINS GRADE TO SLAB NON-BEARING BASEMENT CONNECTION - HSS COLUMN �o� PARTITION (VOID) SCALE: NTS 1 O SCALESCALE: NTS 17 01 GEOTECH REPORT � PER PUN � FLOOR JOIST PARALLEL CRAWL SPACE POST = PEPER PLAN PUNN CORNER } (3) #3 TIES & Z 22x12" CONC PLINTH in FOOTING &REINF PER PUNL— SOIL PREP PER GEOTECH REPORT PER PLAN EXTERIOR POST SUPPORT 15 SCALE: NTS 1 JA SPLICE ALT EA SIDE STD HOOK Vw a •�z > •� �2 S Z` z0 '?F CORNER REINF TO MATCH CROSS WALL HORIZ REINF CROSS WALL NOTES: 1. FOR SPLICE LENGTH REFERENCE UP SPLICE AND DEVELOPMENT LENGTH SCHEDULE 2. FDR WALL REINFORCING REFERENCE PUN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTING AND STEM WALLS, CORNER REINFORCING TO MATCH FOOTING AND STEM WALL HORIZONTAL REINFORCING. PLAN - TYPICAL CORNER REINF AT FOUNDATIONS WALLS SCALE: NTS 20 E n 0 E O 0WE NDOWED S MR SaMR N-j o: 0 0 NE Vw a •�z > •� �2 S Z` z0 O�nL 0 2 W � O 1 LIC ItAl J S3K1 `oR W heatga. U m dGX�N9 ON4F Al HOLD-DOWN MISC BARS W/ %"0 X 42' HOOKED BARS ANCHOR BOLT Ld Splice (2)STUDS W/ WASHER Ldh Vc =2500 psi MIN & HEAW HEX #3 18 24 22 2X TRIMMER AT 9 #4 24 32 OPNG'S AROUND 38 11 #5 30 BOLTS DO NOT 36 47 14 #6 36 COUNTERSINK 1 44 58 17 #7 42 BUNDLED STUDS 1 51 67 20 W/(4) WD NAILS J 145"0 HILTI RA.F OR POST PER PIAN 0 STEEL POST W/ 010" OC & GLUE SHRINK JOINT DETAIL WITH REINFORCING OR RANGE Flu[T W/ DIAPHRAGM FTG REINF EDGE NAILING PER PER PL1N, TYP SHEAR WALL /M /16^ SCHED .N..e. 1.N........ CONCRETE FOUNDATION WALL NOTE: SIMPSON HOLD DOWN H03B MAY BE REPLACE WITH LSTHDR HOLD DOWN HOLD—DOWN SHTHG & NAILING PER PUN r21 BLKG L530 CLLP BAR MISC BARS TOP BARS (see note #3) HOOKED BARS SIZE Ld Splice Ld Splice Ldh Vc =2500 psi PUN REINF, TYP - #3 18 24 22 29 9 #4 24 32 29 38 11 #5 30 39 36 47 14 #6 36 47 1 44 58 17 #7 42 55 1 51 67 20 NOTES: 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND A MINIMUM STIRRUPS OR TIES THROUGHOUT W OR CLEAR SPACING > 2db AND CLEAR COVER> db. 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW (EXCLUDING WALL) HORIZONTAL REINFORCING) OR PS NOTED ON DOCUMENTS AS 'TOP BAR". 4. ALL TABULATED VALUES ARE IN INCHES, TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHE 1 2 SND5 MIN HOLD-DOWN PER PLAN PER PUN FLOOR JOIST AT CRAWL SPACE STEEL BEAM SCALE: NTS J CONT GARAGE MP SAWCUT OR MINE %'0 x 24" SMOOTH MR REINF PER PIAN 1S' PREMOIDED JOINT PER PLAN 0 24- OC, GREASE ONE SIDE - JOIST PER IN DOWEL INSERT d NTS WALL VERT - d PUN REINF, TYP - ap�ry k o 4 x4 W/ (4) a /Z ezS Q 148'0x VAPOR BARRIER VAPOR BARRIER WHERE REQ'D 3" NAILS SUBUDE PREPARATION SUBRADE PREPARATION COMPACTED SIRUCT FILL PER GEOTECH REPORT COMPACTED STRUCI FILL PER GEOTECH REPORT OR COMPETENT NAME SOIL ]01ST PER PUN (2) 10D P BURG 0 4I' OC W/ WEB FLOORJOIST iONE T.FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS REFERENCE FOUNDATION PLAN (OPTIONAL) �IU31"0x2'" 2x4 KICKERS /T 2X NAILER W/ W/(4) WD NAILS J 145"0 HILTI RA.F OF 225 SE MAX, WITH A MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0. 0 STEEL POST W/ 010" OC & GLUE SHRINK PER PUN FLOOR JOIST AT CRAWL SPACE STEEL BEAM SCALE: NTS J CONT GARAGE MP SAWCUT OR MINE %'0 x 24" SMOOTH MR REINF PER PIAN 1S' PREMOIDED JOINT PER PLAN 0 24- OC, GREASE ONE SIDE - L IN DOWEL INSERT d NTS WALL VERT - d REINF, TYP - ap�ry k o 4 d a Q VAPOR BARRIER VAPOR BARRIER WHERE REQ'D WHERE REQD SUBUDE PREPARATION SUBRADE PREPARATION COMPACTED SIRUCT FILL PER GEOTECH REPORT COMPACTED STRUCI FILL PER GEOTECH REPORT OR COMPETENT NAME SOIL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT PER GEOTECH REPORT CONTROL JOINT CONSTRUCTION JOINT NOTES: iONE T.FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS REFERENCE FOUNDATION PLAN (OPTIONAL) 2. USE 'EARLY ENTRY DRY -CUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING PUN - OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST 3. PROVIDE CONTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS TABLE L OF 225 SE MAX, WITH A MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0. TYPICAL SLAB ON GRADE SHRINK JOINT DETAIL WITH REINFORCING OR RANGE Flu[T JJ Q9NI:NOR BOLTS O PER SHEAR WALL SCHED d d ALL `7 PLE STT W STUD WALL TO MATCH ry - FTG MINEU Q u� STEEP AS POSSIBLE (2)2X TOP RATE 1,511 MIN, UNO PER PUN TO MATCH FTC THICKNESS 3 / TYPICAL STEPPED FOUNDATION NI�4 SCALED N T NAILER CONN V� VERT DOWELS. - L O TO MATCH d d NTS WALL VERT - d REINF, TYP - ap�ry k o 4 COL PER PUN a Q BASE PLTx W x ¢ + PER PUN 'F" PER AAt iONE T (OPTIONAL) PUN - INTERIOR COLUMN TABLE L BASE PLATE �F4 SHRINK OR RANGE Flu[T �a FTG REINF PER PL1N, TYP 1,511 MIN, UNO PER PUN TO MATCH FTC THICKNESS 3 / TYPICAL STEPPED FOUNDATION NI�4 SCALED N T NAILER CONN V� U � 6 L .� SCALE: NTS V LOI PER TYPICAL BASEPLATE TO FOOTING CONNECTION SCALE: NTS 7 LL O N � r E n 0 E 0 oWE NZOOSO 8Mm, N�a.E 10 �ED AS c V� U •mow L .� �u CL COL xz zo ap�ry k o COL PER PUN 3 BASE PLTx W x ¢ + PER PUN 'F" PER 1"0 GROUT HOLE "ABLE 1 T (OPTIONAL) PUN - INTERIOR COLUMN TABLE L BASE PLATE �F4 SHRINK OR RANGE Flu[T MIN TmcxNEss su W%V2a/1s'• Be�3/a" v/' /M /16^ UNO. .N..e. 1.N........ TYPICAL BASEPLATE TO FOOTING CONNECTION SCALE: NTS 7 LL O N � r E n 0 E 0 oWE NZOOSO 8Mm, N�a.E 10 �ED AS c V� U •mow x .� �u xz zo ap�ry k o meSO TVX DETAILS S3K2 SHEAR WALL SHTHG SHTHG W heatga. PER PIAN T/SHTHGSHTHG PLATE ATTACH DIAPH EDGE PE0. SHEAR WALL NAILING SCHED PER PLANPER PLAN /SmmG_ APER PER FLOOR JOIST SIMPSON SIMPSON PER PIAN HANGER `o PER PUN PER PUN NOT ENT RIM I0I57 CONN STUD WALL PER SHEAR WALL &SHTHG SCHED PER PUN 1 Q JOIST TO EACH ]01ST TO WALL PER ARCH NOTE: AT (2) 11 %" BCI 90 JOIST INVERTED HANGER SHALL BE HUC412-2 HANGER FLOOR JOIST 4 o TO EXTERIOR WALL TO INTERIOR WALL SCALE: NTS 1 V JOTS AL O W N 8 SCALE: = 1'-0" NOTUSED RIM JOIST CONN PER SHEAR WALL 5A LIP U QU N eG��Ns DNS ALL JG F J a GO BLUN W/ 1590 CLIPS OR BEAM PER PLAN SHEAR WALL SHTHG NOTE: F 2. IF TRIMMER BETWEEN JOISTBLURS SHAUL HAVE IIUS HANGER TO JOISTS INSET EXTERIOR WALL BEAM OR WHERE APPLLE$ PLATE ATTACH O 0J SCALE: Y4' = 1'-0" 010 SCREW SHEAR WALL SHTHG GIRDER TRUSS EDGE DIAPH EDGE PER SHEAR WALL a @ 48" OC k10 SCREW WHERE APPLIES PERPIAN RIM JOI5T SHTHG& NAILING PER SCHED >M > O J ^ c @ 16" OC CH PER SHEARPLAINS AWALL PER PLAN TOPPING NAILING TOPPING II.� It N 0 TOPPING PER ARCH :.f �. oTOPPING TOPPING SCHED PER ARCHLAI PER PIAN PER ARCH TSHTHG 2 ROW OF NAILING IF SHTHG SPLICE IF RUM = L OJ 10 (J £ E r // TING �6E&PLAN PER ARCH ^ PER ARCH SHTHG B T/ LAJ' T/SXTXG P/ER PLAN PER PIAN JOIST PER ED RIM JOIST �T�HG_ R RUN PLAN N K ]01ST PE0. PIAN PER PLAN PER PLAN RIM JOIST -}^' DSC' PE0. PIAN 2x9 W/ X` RIM JOIST PER PLAN GO r (2) .131'0x 2Ye" PE0. PLAN ]01ST ]01S7 (4).148"0x NAILS PER MAN PER PIAN 3" NAILS RIM JOIST CONN RUM JOIST CONN ]GIST PER PLAN BEAM PER (2) ROW OF NAILING PER SHEAR WALL = 2x4 W/ BLKG PER SHEAR WALL (3).131'0x2iS" RIM ]GIST CONN PLAN @ SHTHG BRUCE @ RIM TWIST STRAP i5�nUDALLCHORD H2 SA BILKS @ 48" OC W/ SCHED (2).131.0x2Ye" @ 48" OC SCHED NAILS PER SHEAR WALL RIM JOIST DETAIL H25A CLIP (3).131"0x2Yi" SND WALL > SND WALL & H2.SA TIE SCHED SIMPSON W2 CLIP PER PIAN P RIM JOIST CONN TO TOP PLATE &SHTHG HI TIE SHTHG PER PLAN @ EA JOIST W/ SD SCREWS EA, RIM JOIST CONN PER SHEAR WALL PER SHEAR WALL NOTE: PE0. PLAN NOTE: SIDE SCHED RIM JOIST CONN PER SCHED 1. AT SIM BLOCKING ON BOTH SIDES OF WALL 1. PROVIDE %" MINIMUM IT MAXIMUM) GAP BETWEEN 1 JOIST TOP/BOTTOM SND WALL& SHEAR WALL SCHED 2. PROVIDE i§" MINIMUM (2" MAXIMUM) CAP BETWEEN 1 JOIST TOP/BOTTOM CHORD & 2x4 CONNECTION W/ (4).148"0 NAILS. SHTHG PER PIAN STUD WALL& & 2x4 CONNECTION W/ (4) .148"0 NAILS. ROOF JOIST WITH PARAPET ROOF JOIST WITH PARAPET SH HGPERPAN UNTMGPER FLOOR JOIST PARALLEL PARALLEL TO JOIST PERPENDICULAR TO JOIST �.� ROOF BEAM @ BEARING WALL ROOF AT PARTY WALL ��� TO EXTERIOR WALL 1 L J 3/4" 3/a" 3/4" SCALE: = 1'-0" SCALE: = 1'-0" SCALE: 3/4" = 1'-0" `� SCALE: %4" = 1'-0" SCALE: = 1'-0" SHEAR WALL SHTHG SHTHG WHERE APPLIES PER PIAN T/SHTHGSHTHG PLATE ATTACH DIAPH EDGE PE0. SHEAR WALL NAILING SCHED PI ATTACH PER SHEAR WALL 2x NAILER W/.145-0 SCHED HILTI P.A.F @ 16" OC & P075 GLUE Y.' WOOD INFILL At J:" THRU yRIM JOIST BOLTS @ 32" OC JOIST PER PUN PE0. PIAN W/ (3).131"0x2i{" STEEL BEAM NAILS TO TOP PLATE RIM JOIST CONN PER PLAN 6" EA SIDE WEB STIFF PER SHEAR WALL PER MANUF, TYP SCHED FLOOR JOIST PERP TO EXTERIOR WALL 6 SCALE: 3/4" = 1'-0" DIAPH EDGE ��ATTACH NAILING PER PUN, jT PER SHEAR WALL SCHED JOIST W/ HANGER PER PIAN FILMS @48"OC W/J �PLAIN •-•• HANGER PER PIAN Noc1,. 1. PROVIDE 3%" BEARING AT 2x6 WALLS 2. PROVIDE NI MINIMUM (2" MAXIMUM) GAP BETWEEN 1 JOIST TOP/BOTTOM CHORD & 2x4 CONNECTION W/ (4) .148"0 NAILS. FLOOR JOIST PARALLEL BOLTS @ 4B' OC STEEL BEAM PER PLAN NOTE: IF P.A.F. CAN NOT PENETRATE BEAM PRE-DRILUNG SHALL BE REQUIRED WITH SIMPSON TB SCREWS FLOOR JOIST AT STEEL BEAM 7 SCALE: 3/4" = 1'-0" SHTHG SHTHG PERPN PER PIAN T/SHTHGSHTHG PER PLAN PIATEATTACHMENT B PER PIAN•PER PIAN BAMBEAM TOPPING PER PLANPER PLAN /SmmG_ APER PER FLOOR JOIST SIMPSON SIMPSON PER PIAN HANGER HANGER PER PUN PER PUN NOTE: AT SIM JOIST OR BEAM ON BOTH SIDES WITH HANGERS TO INTERIOR WALL�� JOIST & BEAM CONN SCALE: Y4" = 1'-0" 1 1 SCALE: 3/4" = 1'-0" 12 PLATE ATTACH STUDWALL WEB STIFF & SHTHG PER JOIST PER PLAN PIATEATTACHMENT HER (2) RIM PER SHEAR WALL SHTHG & JOIST SCHED TOPPING NAILING PER PU'N PER ARCH PER PIAN /SmmG_ APER ttP P AN SCHED 301ST PE0. PLAN INVERT PUT H2.5A CUP HANGER NOT ENT RIM I0I57 CONN STUD WALL PER SHEAR WALL &SHTHG SCHED PER PUN 1 Q JOIST TO EACH ]01ST TO WALL PER ARCH NOTE: AT (2) 11 %" BCI 90 JOIST INVERTED HANGER SHALL BE HUC412-2 HANGER FLOOR JOIST PERPENDICULAR TO EXTERIOR WALL TO INTERIOR WALL SCALE: NTS 1 V PLATE ATTACH STUD WALL PER SHEAR WALLI]S=LER HTH SCHED SHTHG& SHTHG & W/.145'0 NAILINGI PAS @ 16" OC PER PIAN325 GLUE SH HG ttP PER PIAN SCHED ]01ST PER PLAN J `JOIST PER PLAN W/ HIS HANGER W/ IUS HANGER WOOD INFILL L STEEL BEAM W/%'TIRU PER PLAN NOTE: BOLTS @ 32" OC IF P.A.F. CAN NOT PENETRATE BEAM PRE -DRILLING SHALL BE REQUIRED WITH SIMPSON TJ SCREWS FLOOR JOIST AT STEEL BEAM SCALE: 3/' = 1'-D" 17 SHEAR WALL SHTHG WHERE APPLIES DIAPX EDGE PLATE ATTACH RATING PER PLAN, PER SHEAR WALL SCHED JOIST PER MAN STUD & SHTHG PLATE ATTACH PER PIAN W/(3).131"0x�ii' SHTHG& SCHED NAILING NATO TOP PLATE ILS WEBSTIFF PER PUN RIM ]DIST CONN CUP PER PER MANUF, ttP PER SHEAR WALL SCHED NOTE: AT SIM WALL STUD a SCHED SHTHG NOT ENT PER PLAN STUD WALL SHEAR WALL IDE CLIP AT H2.5A CLIP A EACH FRAMING & SHTHG 1 Q JOIST TO EACH ]01ST TO WALL SCALE: 3/4" = V-0" 1 J PER PIAN FLOOR JOIST PERP TO INTERIOR WALL JOTS AL 3/4" 8 SCALE: = 1'-0" NOTUSED APPLIES 2x NAILER W/ 14605 TBSCR EWS@12" PLATE ATTACHMENT OC&PL3JSGWE PER SHEAR WALL SCHED JOIST & 1 I III 111 11 1 ' II JOIST & 3' NAILS STUD & SHTHG PLATE ATTACH PER PIAN PER SHEAR WALL SHTHG& SCHED NAILING BEAM PER PUN JOIST CUP PER COLLECTOR SHEAR WALL PER PIAN SCHED CHORD & 2x4 CONNECTION W/ (4) .148.0 NAILS. STUD a 2. AT SIM JOIST ON 1 SIDE AND SPACED AT 16 INCHES ON CENTER SHTHG FLOOR JOIST PARALLEL PER PLAN INTERIOR SHEAR WALL AT FLOOR FRAMING 3/4" 1 Q SCALE: = 1'-0" SCALE: 3/4" = V-0" 1 J APPLIES 2x NAILER W/ 14605 TBSCR EWS@12" PLATE ATTACHMENT OC&PL3JSGWE PER SHEAR WALL SCHED JOIST & 1 I III 111 11 1 ' II JOIST & 3' NAILS RIM JOIST L BIXG @ 48" OC O BILKS @ 48" OC W/ IUS HANGER & SHTHG At IUS HANGER �u BEAM BEAM PER PLAN V iOJ NOTE: PER SHEAR WALL 1. PROVIDE %' MINIMUM (2' MAXIMUM) GAP BETWEEN 1 JOIST TOP/BOTTOM rvlko mem CHORD & 2x4 CONNECTION W/ (4) .148.0 NAILS. POST a CAP 2. AT SIM JOIST ON 1 SIDE AND SPACED AT 16 INCHES ON CENTER SCHED FLOOR JOIST PARALLEL WEB STIFF WOOD BEAM (10 NAILINGRCH SHTHG&"JOISTPPER 3/4" 1 Q SCALE: = 1'-0" r,Ap.DO L/C RIM JOIST SND WALL O JOIST & SHTHG VC'O �u PLATE ATTACH BEAM PER PLAN V iOJ HI PER SHEAR WALL CUP rvlko mem POST a CAP SCHED WEB STIFF i IFSIO NAILINGRCH SHTHG&"JOISTPPER PER JOIST MFR PER PIANNNN JOTS AL PERRIM PER PLAN NOTUSED RIM JOIST CONN PER SHEAR WALL 5A LIP PESCHED ALL JG BLUN W/ 1590 CLIPS OR BEAM PER PLAN NOTE: WINDOW 2. IF TRIMMER BETWEEN JOISTBLURS SHAUL HAVE IIUS HANGER TO JOISTS INSET EXTERIOR WALL 9 10 SCALE: 3/4" = 1-1 SCALE: Y4' = 1'-0" PLATE ATTACH PER SHEAR W/ SCHED NOTE: 1. REFERENCE DETAIL 6/54.1 FOR ADDITIONAL INFORMATION VAILER AT EXTERIOR WALL SCALE: 3/" = 1'-0" 1 `'F PLATE ATTACH 1%"xll%" LVL 1.7E NAILER W/ PER SHEAR WALL(3) ROWS 4"0x4%' SDS SCHED1� `SCREWS16" OC / STAGGERED / PER ARICH 1. T 5_6/ERD[Af� (2) RIM JOIST J PER PLAN SND WALL & SHINERS PER PLAN Y4"0x4%0" SDS SHTHG & SCREWS PER NAILING 1N AT CORNER 3. 3" PER PUN 44- • Y"0x4%" STUD WALL PER PLAN SDS SCREWS flSHTHG PER PIAN PER PIAN NOTE: 1. REFERENCE DETAIL 6/S4.1 FOR ADDITIONAL INFORMATION NAILER AT EXTERIOR WALL PER SHEAR WALL SCHED WEB STIFF SHTHG& PER JOIST MET NAILING PER PLAN JOIST PER PLAN JL2�1 SND WALL &SHTHG PER PUN CANTILEVER EXTERIOR WALL SCALE: %4" = 1'-0" 15 PER %" STUFF PL EA SIDE, ttP L (2) %' 0 BOLTS OR MATCH FLANGE-� AT BEAM THICKNESS LESS SI", TYP (BASE PLANE Ed 41 TABLE 1 BOLT$ AT BEAM POST CL COL & STIFF PL PER PI CL COL & STIFF PL WHERE BEAM STOPS a/8'THI` W a/14KNESS - E WHERE BEAM CONTINUOUS 5/81 yr » V1" NOTE: 1. COLUMN PLATE MAY BE WELD DIRECTLY TO STEEL BEAM W/ Y4" FILLET WELD AROUND ENTIRE BASE IN LIEU OF BEARING PLATE. 2. STIFFENER PLATE SHALL BE LOCATION DIRECTLY ABOVE COLUMN. STEEL BEAM TO STEEL POST SCALE: 3/4" = 1'-0" 20 � E 0 0WE N0 :5 S Ic SE 'ISE ON d c �c RIM JOIST V� PER PUN JOIST 3 PER PIAN �u WEB STIFF BEAM PER MANUF, TYP PER PLAN HI Qo�ry CUP rvlko mem POST a CAP NOTE: 1. REFERENCE DETAIL 6/54.1 FOR ADDITIONAL INFORMATION VAILER AT EXTERIOR WALL SCALE: 3/" = 1'-0" 1 `'F PLATE ATTACH 1%"xll%" LVL 1.7E NAILER W/ PER SHEAR WALL(3) ROWS 4"0x4%' SDS SCHED1� `SCREWS16" OC / STAGGERED / PER ARICH 1. T 5_6/ERD[Af� (2) RIM JOIST J PER PLAN SND WALL & SHINERS PER PLAN Y4"0x4%0" SDS SHTHG & SCREWS PER NAILING 1N AT CORNER 3. 3" PER PUN 44- • Y"0x4%" STUD WALL PER PLAN SDS SCREWS flSHTHG PER PIAN PER PIAN NOTE: 1. REFERENCE DETAIL 6/S4.1 FOR ADDITIONAL INFORMATION NAILER AT EXTERIOR WALL PER SHEAR WALL SCHED WEB STIFF SHTHG& PER JOIST MET NAILING PER PLAN JOIST PER PLAN JL2�1 SND WALL &SHTHG PER PUN CANTILEVER EXTERIOR WALL SCALE: %4" = 1'-0" 15 PER %" STUFF PL EA SIDE, ttP L (2) %' 0 BOLTS OR MATCH FLANGE-� AT BEAM THICKNESS LESS SI", TYP (BASE PLANE Ed 41 TABLE 1 BOLT$ AT BEAM POST CL COL & STIFF PL PER PI CL COL & STIFF PL WHERE BEAM STOPS a/8'THI` W a/14KNESS - E WHERE BEAM CONTINUOUS 5/81 yr » V1" NOTE: 1. COLUMN PLATE MAY BE WELD DIRECTLY TO STEEL BEAM W/ Y4" FILLET WELD AROUND ENTIRE BASE IN LIEU OF BEARING PLATE. 2. STIFFENER PLATE SHALL BE LOCATION DIRECTLY ABOVE COLUMN. STEEL BEAM TO STEEL POST SCALE: 3/4" = 1'-0" 20 � E 0 0WE N0 :5 S Ic SE 'ISE ON d c �c V� u •�z 3 .� �u >2 zo Qo�ry rvlko mem DETAILS S4R 1 (2) 2X TOP PLATE, UNO iK (ALNA2X CRIPPLE STUDS ®16" OC WHERE HEADER IS NOT TIGHT TO PLATE ULS HTHG SPACER ROWS OF 48'0 3K' @ 12" OR AILING FROM ACH SIDE (2) 2X NOR OR BEAM S12E PER PLAN (2) 2X NAILER OR BEAM SCALE: 3/4" = 1'-O" 1 SND WALL COM EDGE NAILING FULL (DO NOTC'SINK BOLTS) PER PLAN HEIGHT OF STUD STRAP STUD WALL CONT PER PIAN l FILER PIAN EDGE NAILING PER PLAN OR EDGE NAILING J EDGE NAIUNG f PER RAN ADDL STUD PER PLAN AT STRAP HD PER L1N STAGG(2).148"0x38" STAGG(:)LANH"Ox3$" NAZIS PER SHEAR WALL NAILS PER SHEAR WALL SCHED (RATE ATTACHMENT) SCHED (PLATE ATTACHMENT) STUD WALL STUD WALL & SHTHG PER S SHTHG PER PLAN PLAN WITH OR WITHOUT STRAP TIE HD HOLD-DOWNS PLAN - INTERSECTING SHEAR WALLS STU[ B PE SHTHG & BURG @ 48" DC W/ H2.5A CLIP STEEL BEAM W/ WEB INFILL PER PLAN N = 1 FASTEN 5HIHG W/ 8tl COMMON NAILS IN 3' GRID PATTERN @ 3" OC IN ALL FRAMING FASTEN TO TOP PL TO HEADER W/ (2) ROWS 16d SINKER NAILS @ 3" OC, NP. IF PANEL SPUCE Q IS NEEDED i SHALL OCCUR WITHIN 24" PE OF MID -HEIGHT. f BLKG IS REQ'D. 2'-9. W heat R6` � O BOLTS ATTACHMENT AT BEAM OR PER PER MANUF. HANC MANUF. I `o BASE PLATE 'F PER PIAN FLANGETABLE OR FRUIT CL COL &FF PL STI THI' SIZE zre�nvzsns AD]UST POST WE,V4 1/4E — STUDS MIN @ HOLD-DOWNS ' ANCHOR eoln PER HOLD-DOWN AT STEEL BEAM PER PLAN R ) 2X6 HFL2 PLATE W/ NlR W/ NOT GARAGE STEEL POST TO BEAM NOTE: 1. COLUMN PLATE MAY BE WELD DIREMY TO STEEL BEAM W/ Y4" FILLET WELD AROUND ENTIRE BASE IN LIEU OF BEARING PLATE. i O 2. STIFFENER PLATE SHALL BE LOCATION DIREMY ABOVE COLUMN. AT BEAM STEEL BEAM TO STEEL POST SCALE: %' = 1'-0" O STU[ B PE SHTHG & BURG @ 48" DC W/ H2.5A CLIP STEEL BEAM W/ WEB INFILL PER PLAN N = 1 FASTEN 5HIHG W/ 8tl COMMON NAILS IN 3' GRID PATTERN @ 3" OC IN ALL FRAMING FASTEN TO TOP PL TO HEADER W/ (2) ROWS 16d SINKER NAILS @ 3" OC, NP. IF PANEL SPUCE Q IS NEEDED i SHALL OCCUR WITHIN 24" PE OF MID -HEIGHT. f BLKG IS REQ'D. 2'-9. W heat R6` STUDS MIN ATTACHMENT @ HOLD-DOWNS PER MANUF. I v. n I AP OST PER PLAN J L PER PIAN `o PIAN W/ TREAD ROD, PER PIAN PER MANCE. ZO SHTHG (2) 2X6 HFL2 U m — STUDS MIN @ HOLD-DOWNS ' ANCHOR eoln PER HOLD-DOWN AT STEEL BEAM PER PLAN R ) 2X6 HFL2 PLATE W/ NlR W/ NOT GARAGE STEEL POST TO BEAM SHEAL x ED WALL 4 STUDS MIN @HOLD-DOWNS NUE DEPTH VERT i O HOLD-DOWN AT WALL AT BEAM 19. SCALE: 3/q" = 1'-0" KG TO MATCH STUDS HOLD-DOWN @FRAMING BUILT UP COL Lx/o% "1 4 4 - .. SCALE: 3/4" = V-0" OR POST BUILT MN ATTACHMENT Ng ON FOR WHERE OCCURS WHERE RS FRAMING STUD WALL MR PIAN ORE 2X 4 0R MORE 2W & PER PLAN &SHTHG PER STUD PACKSTRAP II WRAP STUD PACK @ 18' OC 4'-0' MIN SPLICE LAP PIAN 3-L6: (2) ROWS o'0x4Ya' SDS SCREWS Q) ROWS OF .148" 0 X 3" NAILS @ 12" OC, I SCREW PER EA FACE ADDL S UD(S) SND WALL (14 TOTAL) STAGG (WRHIN AREA 2-2x6: (2) ROWS OF IOD (.145"0x3') NAILS TO MATCH pER PIAN OF SPLICE) QA 6" OC 0 6' OC, I NAIL PER EA FACE STUDS ABOVE SIMPSON 3-2x4: (1) ROW Ye"D%4)4' SDS SCREWS BOT A21 CUP @ 12 OC, ALT EA FACE PLATE EA SIDE 2-2x4: (1) ROWS OF TOO (.148'0x3') NAILS @ 6' OC STAGG, ALT EA FACE (3).=48'0x3' HEADER NAILS EA SIDE PER PIAN DBLTOP SPLICE SHALL BE I PLATE LOCATED OVER SQUASH ELKS STUD BELOW BLINDED SIU. AT STUDS WINDOWS KING STUDS PER PIAN (1)MIN a 4' STUD WALL ANCHOR BUNDLE TRIMMER STUDS TRIMMER&KING PER PIAN - BOLTS PER INDICATE AS THUS: ❑, STUDS CONT IT PLATE SHEA0. WALL ON PLAN (1) MINIMUM TO BOT PLATE NOTE PER SHEAR SCHED, 48' BAR FLOOWROOF JOISTS NOT SHOWN FOR CLARITY. WALL SCHED SPACING TYPICAL HEADER TYPICAL PLATE SPLICE DETAIL BUNDLED STUDS L 3/4' SCALE: %4" = 1'-0" SCALE: %4" = 1'-0" "7 SCALE: = V-0" RIM JOIST STEEL BEAM CONN PER 8/54.2 STIFFENER PER 8/SlIZ INTERIOR SIDE INTERIOR SIDE SCHED 40 KING SND KING SND ADJUSTABLE EA SIDE HSS POST EA SIDE POST PER PIAN PER PIAN ADJUSTABLE FIXED HSS POST NOTE: POST AT SIM POST TURNED 90" POST AT DOUBLE TOP PLATE 7 SCALE: 3/4" = 1'-0" (2)1X'xll%' LVL HEADER MIN BD NAILS W/ 3' MAXIMUM EDGE SPACING SHTHG PER SHEAR WALL SCHED FASTEN SHTHG W/ Ed COMMON NAILS IN 3" GRID PATTERN @ 3' OC IN ALL FRAMING 8' TO 18'-3" FINISHED WIDTH (2) 2X6 MIN MIN 2'x2"xX6' PL WASHER SHEATHING SHEATHING PER PLAN PER PIAN M EDGE NAIL EA EWEOINT SIDE OF ]DINT E4 SIDE OFJINT FIAT 2X BUG STAGG. B/TSTUDS STAGG. (2)2xNos PER PLAN HORIZ JOINT VERT ]DINT � TYP SHEAR WALL JOINT/ C SCALE: %4" EE 1'-0" PER PLAN HOLD-DOWN PER POST PERPLAN W/ TREAD ROD PUN WELDABLE PER MANCE. ROD, DIA PER MANCE SHIES PER PLAN (2) 2X6 HFL2 HOLD-DOWN STUDS MIN ATTACHMENT @ HOLD-DOWNS PER MANUF. I v. n I AP OST PER PLAN J L PER PIAN HOLD-DOWN PER PIAN W/ TREAD ROD, PER PIAN PER MANCE. ZO SHTHG (2) 2X6 HFL2 PER PIAN " — STUDS MIN @ HOLD-DOWNS DBL TOP PLATE ATTACHMENTS 1 pDNT `STEELBEAM FRAMING PER PLAN I v. n I AP OST PER PLAN J L PER PIAN �2 PER PLAN PER PIAN ZO Y2' SPACER O�^I HOLD-DOWN J %TE ' ANCHOR eoln PER HOLD-DOWN AT STEEL BEAM PER PLAN R ) 2X6 HFL2 PLATE W/ NlR W/ NOT GARAGE STEEL POST TO BEAM SHEAL x ED WALL 4 STUDS MIN @HOLD-DOWNS HOLD-DOWN i O HOLD-DOWN AT WALL AT BEAM 19. SCALE: 3/q" = 1'-0" HOLD-DOWN @FRAMING "1 4 4 - .. SCALE: 3/4" = V-0" GARAGE PORTAL FRAME STUD WALL & SHTHG PER PLAN 2x NAILER W/ 146DS B SCREWS @ 12" OC STAGGERED W/� PL325 GLUE (PRE -DRILLING REQ'D) SIDE PLS"x]'x2' AT CANTILEVER MOMENT FRAME [L BEAM PLAN X6'x12'xSYj"rY'GAP a TOP PLATE I I v. n I AP OST •� �2 STEEL BEAM PER PIAN YS6l �j STUD WALL REY." LONG &SHTHG K PER PLAN HSS6x6x% 2x WAILER W/ 1460S STEEL MST TB SCREWS @ 9" OC STAGGERED W/ P075 GLUE (PRE-DMWNG REQ'D) AT END = 1 D STDE E n 0 E O 0WE yU�Bf ETT$ t"�tic O �c V� a ��w I •� �2 S Z` ZO O�^I w Jof DETAILS 5402 odW heat, � Zi m o "AII work shall comply with the 2018 IRC, 2020 NEC and City of Wheat Ridge Municipal Codes" 0 Ggbin9 D.Me 'Approved construction plans, and documents shall be on-site for all inspections. 'Work shall not be covered or concealed without inspection. Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12. Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with code section R303.4. Minimum Ceiling height shall be 7' or accordance with section R305.1.1. Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1. Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7. Smoke Alarms shall comply with R314. Carbon Monoxide Alarms shall comply with R315. Hot water pipe insulation shall comply with code section N1103.4.2. Domestic cooking exhaust equipment shall comply with code section M1503.1 Emergency Escape and Rescue Openings Shall Comply with R310 Combustion Air as required per M1701 and Chap 24 Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 depending on the application. Please provide the inspector the installation instructions at time of inspection. Makeup air required M1503.6.1 exhaust systems capable of exhausting more than 400 cubic feet per minute shall be mechanically or passively provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with not fewer than one damper complying with section M7503.6.2 Interior partitions erected on concrete slab on grade must deal with deflection and slab movement. Fire protection of floors shall comply with R302.13 Solar- Ready Provisions Per T103.9, T103.9 tRA103.7) Electrical Service space. The main electrical panel shall have a reserved space to allow installation of a dual pole circuit breaker for future Solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder location or the main breaker. Project must comply with 2018 IRC Appendix F for Radon Control Methods Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stamped inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be performed by a City of Wheat Ridge building inspector per 2018 IRC, Section R109.1.1. THE PORTICO ISSUE FOR PERMIT 07.26.2021 m jw1p�►ai "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 codes, ordinances or amendments thereto. Plan Reviewer: Steve Jones Date 11/15/2021 Reviewed for zoning Compliance by the City of Wheat Ridge Planning Division --��'/ APPROVED � DATE. f10VQTIRr "12021 COMMENTS: Approved with the following conditions As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspecfions, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with an applicable minimum setback and elevation requirements of the City. USE CITY'S STANDARD FORM. Prior to project completion or granting of a Certificate of Occupancy, an As - Built Survey or Improvement Survey Plat shall be submitted to the City. 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. All landscaping shall be in conformance with Section 26502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Maximum building coverage in the R-3 zone is 40%. Site near maximum, additional covered patios or accessory structures may not be permined over this amount THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 HON Sheet Ln kewood, CO 80215 C-11 816.509.1769 F,ncly. Nickakihinkingmodern.com Q Dab I Description 07.25.21 ISSUE FOR PERMIT Project Number 21022 Style NOT TO SCALE Description COVER SHEET dON W haatqu (i m Y 19%ong O o GRAPHIC SYMBOL REFLECTED CEILING FUTURETAG, RE: SCHEDULES FINISHED CEILING HEIGHT w -e O ZCEILNGHEIGXTCHANGE O W -W ® PENDANT FUTURE GRIDSTARTPOINT ® CEILING FINISH TAG E IF DENOTES EXISTING TO REMAIN R 'R'DENOTM RELOCATED O CEILING MOUNTED CARBON MONOXIDE CO DETECTOR SI 60 CEILING MOUNTED SMOKE DETECTOR O CEILING MOUNTED SMOKE AND CARBON WISP MONOXIDE DETECTOR ® ACCESS PANEL LIGHT FIXTURES ■! I X93:1_1:1 [e)_1 M � I:� iN:7 �9 ® SUPPLYAIR RETURN AIR FINISH FUTURETAG, RE: SCHEDULES e -FEFI-NI HTA BU O RECESSED WNNLIGHi O UNDER CABINET FIXTURE ® PENDANT FUTURE ® TRACKLIGHT OWALLSCONCE CEILING FINISH TAG WALL MOUNTED, QUADRALEX �RECEPTACLES WATERVALVE r VIVO FIRE HYDRANT CEILING FAN WITH LIGHT { RECEPTACLE DEDICATED SINGLE SWITCH SANITARYSEWERMANHOLE -OHU-OHU- DIMMERSWTTCH -SSSS- >~- INDICATES NUMBER Of SWITCH WAYS WATER SERVICE LINE G GARAGEMORS VITCH -SSSS- 1F PHOTO CELL SWITCH ■! I X93:1_1:1 [e)_1 M � I:� iN:7 �9 ® SUPPLYAIR RETURN AIR FINISH SITE WE HTAG e -FEFI-NI HTA BU GAS EXTENT OF FINISH. TYP. �O WALL FINISH TAG O\ SPECIAL FINISH TAG ® SPECIAL FINISH TAG ® CEILING FINISH TAG SITE FINCH INSTALL DIRECTION WEST 39 LLC FINEHTRWSFION,FLOOR SITE �\ PROPERTY UNE WEST 39 LLC ADJACENT PROPERTY LINE GAS 20M HOW STREET LOTDMBIONHUNE - - - - SITE SETBACKS WALL MOUNTED, DUPLEX ROOF OUTLINE ELECTRIC METER SURVEYPOINT WV WALL MOUNTED, QUADRALEX �RECEPTACLES WATERVALVE r VIVO FIRE HYDRANT OWATERMETER RECEPTACLE DEDICATED SS SANITARYSEWERMANHOLE -OHU-OHU- OVERHEAD UTIUTY SERVICE -SSSS- SANITARYSEWERUNE WATER- WATER SERVICE LINE STORM- STORM SEWER -SSSS- GAS SERVICE LINE X x PENCE (WOOD) 0� PENCE(CHAINLINK) �\ DRAIN ARROW WEST 39 LLC UTILITY POLE GAS 20M HOW STREET CONVENIENCE GAS METER ELEC WALL MOUNTED, DUPLEX M1910.7193 ELECTRIC METER CONSTRUCTION 11 COLUMN GRID LINES AND Af REFERENCE NUMBER EXISTINGTOREMAIN EXISTING TO BE DEMOLISHED NEW PARTITION • 1 M RATED PARTRION • • 2 M RATED PARTRION MILLWORK MILLWORKABOVE JIX DETAIL NUMBER SHEET NUMBER AREA TO BE DETAILED L_J 1� LOCATON ON SHEET OF ELEVATON DIRECTION OF ELEVATION 2 SHEET NUMBER OF ELEVATOR IS SHCMN. INTERIM AND EXTERIOR MARKER A W REVISION REFERENCE NUMBER REVISION CLOUD DEPICTING AREA REVISED ROOM NAME ROOMNAME Tilt ROOM NUMBER O1 SHEETNOTE REFERENCE °DDR REFERENCE NUMBER; ® RE: DOOR SCHEDULE 0 WINDOW TAG; RE: WINDOW SCHEDULE 16" Z FLOOR ELEVATOR TRANSITION 0" h SPOT ELEVATON ^ALIGN ALIGN WITH ESTABLISHED(ADJACENT I I SURFACES ELECTRICAL & PLUMBING O EQUIPMENT TAG, RE: SCHEDULES WEST 39 LLC WALL MOUNTED, DUPLEX RECEPTACLE - 7085 EAST CALEY AVENUE 20M HOW STREET CONVENIENCE LARENOOD, DO 8D215 g WALL MOUNTED, DUPLEX M1910.7193 H RECEPTACLE DEDICATED =+ WALL MOUNTED, QUADRALEX �RECEPTACLES CONVENIENCE 25'25'- WALL MOUNTED, QUADRALEX GASPIPINGPLANS RECEPTACLE DEDICATED A1.401 FLOOR MOUNTED, DUPLEX MARIAN) RECEPTACLE CONVENIENCE AV WALL MOUNTED, AV RECEPTACLE D WALL MOUNTED, DATA RECEPTACLE Q WALL MOUNTED, ELEC JUNCTION BOX EXTERIOR ELEVATIONS SINGLE SWITCH BUILDINGSECTIONS DIMMER BWITCH BUILDINGSEGFONS INDICATES NUMBER OF SWITCH WAYS IG GARAGE DOOR SWFCH i' PHOTO CELL SWITCH Q WALL MOUNTED, THERMOSTAT PROJECT GENERAL NOTES nvm/ IYV1GJ 1, MECRANICALCONT WORK. 2, MECHANICAL CONTRACTOR SHALL PERFORM ALL WOW WHICH IS CUSTOMARILY ASSOCIATED WITH THE INSTALLATION OF RES IDENTIPL MECHANICAL SYSTEMS AS THEY RELATE TO THE WORK OF THIS PROJECT. 3, PROVIDE HIGH EFFICIENCY GAS FIRED FORCED AIR FURNACE WITH ATTACHED AIR CONDITIONING SYSTEM. FURNACE SHALL BE DIRECT VENT 4. PROVIDE COMBUSTION AIR AS REQUIRED BY CODE. 5. HVAC CONTRACTOR SHALL PROVIDE NO DUCT AND VENTILATION SCHEMATIC DIAGRAM TO OWN E R I ARCHITECTURAL DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ROUGH IN. B MECHANICAL CONTRACTOR SHALL PROVIDE ALL DUCT WORK AS IS CUSTOMARILY ASSOCIATED WITH WORK OF THIS PROJECT INCLUDING RANGE VENTS, DRYER VENTS, AND EXHAUST FAN VENTS. T, ALL MECHANICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO PART IV MECHANICAL OF CURRENT INTERNATIONAL RESIDENTIAL CODE. 0, PROVIDE DRYER BOX' RECESSED DRYER VENT BOX OR EQUAL AT ALL CLOTHES DRYER LOCATIONS. 9, MECHANICAL CONTRACTOR TO PROVIDE NEW HOT WATER HIGH EFFICIENCY BOILER ON DESIGN I BUILD BASIS. 10. BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH SECTION Mt W 5 OF IRC OR WITH OTHER APPROVED MEANS OF VENTILATION. SEE MANUALS J & D FORMOREINFORMATKI 11. BATHROOM VENTILATION SHALL COMPLY WITH CODE SECTION R303A. 12. DOMESTIC COOKING EXHAUST EQUIPMENT SHALL COMPLY WITH CODE SECTION M15031 13. MAKEUP AIR REQUIRED M15038.1 EXHAUST SYSTEMS CAPABLE OF EXHAUSTING MORE THAN 400 CUBIC FEET PER MINUTE SHALL BE MECHANICALLY OR PASSIVELY PROVIDE WITH MAKEUP AIR AT A RATE APPROXIMATELY REFLECTED CEILING PLAN NOTES ONE DAMPER COMPLYING WITH BECTON M1503.82 1, ALL CEILINGS TO BE GYPSUM BOARD CEILING, PAINTED PT01 FLAT WHITE ONO. 2. CEILING HEIGHTS ARE TO K70M OF STRUCTURE, ONO. 3. LOCATORS OF CEILING PENETRATIONS SUCH AS AIR DIFFUSERS, LIGHT FIXTURES, ETC., SHOULD ALIGN WHERE POSSIBLE, 4. ALL ADJUSTABLE LIGHT FUTURES TO BE AIMED PRIOR TO SU&STANMLCOMPLETICN. SCHEDULE B COORDINATE WITH DESIGNER. 5. ALL LIGHT FIXTURES TO MEET LOCAL CODES AS REWIRED. S LIGHT FI%JURE LOCATIONS SHALL TAKE PRECEDENCE OVER OTHER DEVOEWI%TURES. 7, ALL ACCESS PANELS LOCATED IN GYP. BOARD CEILINGS TO BE MUD IN, WINDLOCK STEALTH OR EQUAL. 8, CONTRACTOR TO SUM IT GYP, W. CELING CCTIIRM JOINT LOCATORS i0 DESIGNER FOR REVIEW 9, BATHROOM LIGHTING SHALL COMPLY WITH CODESECTION RM33 FINISH NOTES A. ALL WALLS TO BE PAINTED PTOI WITH MOT THROUGHOUT ENTIRE SUITE UNLESS NOTED OTHERWISE. B. FLOORING FINISH TO GO UNDER ALL OPEN CABINETS AND APPLIANCE AREAS. C. WHERE ROBBING TRANSITION OCCURS AT DOORS, CENTER UNDER DOOR LION. D. ALL CARPET PILE THICKNESS NOT TO EXCEED I?, E. ALL WALLS SCHEDULEDMOTED TO RECEIVE WALLCOVERING, WALL GRAPHICS, OR DARK PAINT TO BE LEVEL 4 FINISH PRIOR TO WALLCOVERING OR GRAPHICS INSTALLATION, F. ALL GYP BOARD CEILING ASSEMBLIES TO BE PAINTED PTA (FLAT)LOAN, CONSTRUCTION NOTES 1. DO NOT SCALE DRAWINGS. 2, ARCHITECTURE ELEVATION 100' FOE =CIVIL SAI MY 3, REFER TO SHE PIAN FOR 8I TE IMPROVEMENTS AND PROJECT SCOPE OUTSIDE OF BUILDING. 4, CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS AND CONDITIONS, BOTH ON PLANSAND IN FIELD, AMID BE RESPONSIBLE FOR ANY ADJUSTMENTS AND CORRECTIONS. 5. USE ROT RESISTANT WOOD FOR ALL SILL PLATES AND WALL PLATES IN CONTACT WITH CONCRETE. 6. ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD, ONO. T. ALL DOORS HAVE A 417A' FRAME JAWS, ONO. B, DOORS IN CLOSETS TO BE CENTERED ON LESS DIMENSIONED OTHERWISE, 9, INDICATES DIRECTION OF SLOPE DOWN. 10. ALL STAIR OPENINGS AND DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATED PRIOR i0 CONSTRUCTING OPENINGS AND STAIRS. 11. ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE REQUIREMENTS OF CURRENT IPC. 12. RISERS NOT TO EXCEED T SAT, TREADS MUST BE MINIMUM DEPTH OF IO', 13. GARAGE SLABS TO SLOPE AT 1W PER FOOT MINIMUM PER STRUCTURAL. VIE REQUIRED NUMBER OF STAIR RISERS BETWEEN GARAGE. 14. SLABS AND INTERIOR FLOOR SLABS. COORDINATE WITH DESIGNER AS NECESSARY. FIELD VERIFYAND COORDINATE LOCATIONS OF MECHANICAL DUCTWORK AND PLUMBING EQUIPMENT PRIOR TO INSTALLATION. 15. PROVIDE NEW INTERIOR TRIM AND MING AS SELECTED BY DESIGN MOM OWNER. 16. ALL EXTERIOR WALLS SHALL BE 29®16'OC. LLNO 17. ALL EXTERIOR WALLS TO RECEIVE R -2D KRAFT -FACED BATT INSULATION U.N 0. 18. ALL INTERIOR WALLS SHALL BE 2X4® IB' GC, U.N.O. WET WALLS SHALL BE 24@ 16' OC 19. ALL EXTERIOR BASEMENT WALLS TO BE CONCRETE WALL PER STRUCTUIRAL. PROVIDE FURRING WALL AT HABITABLE SPACES. INFILL FURRING WALL CAVITY WITH R-20 POLYISO RICO INSULATION 20. ALL DIMENSIONS ARE TO FACE OF STUD. 21. GC RESPONSIBLE FOR MAINTAINING DIMENSIONS AS INDICATEDONTHEDRAWNGS. WHERE DIMENSIONSCANNOT BE MAINTAINED, THE DESIGNER SHALL BE NOTIFIED PRIOR TO COMMENCEMENTOFWORK. 22. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHINGA INSTALLING BRACNG AND IN-WALUINLEILING BLOCKING OF ALL PARTITIONS RECEIVING MILLWORK SHELVING, PLUMBING HIM RES, FURNITURE RANGING STRIPS, EDOIPMENT, AN, ETC, AS REQUIRED. COORDINATE REQUIREMENTS WITH EQUIPMENT PROVIDERS. 23. ALL NEW EXTERIOR DOORS AND WINDOWS TO HAVE 030 FENESTRATION ULFACTOR OR BETTER. 24. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED IN CONCEALED SPACES PER RMA 1 A8302.12. 25. SOLAR- READY PROVISIONS PER 11039, T1019 UVO03.7) ELECTRICAL SERVICE SPACE. THE MAIN ELECTRICAL PANEL SHALL HAVE RESERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED TOR FUTURE SOLAR ELECTR17.. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR THE MAIN BREAKER. 26. MOM CONTROL METHOQ$$HALL COMPLY WITH APPENDIX F, SECTION AF103 ELECTRICAL NOTES 1. ELECTRICAL COMPACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERM ITS FOR ELECTRICAL WORK. 2, ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PANEL SCHEDULES I ONE LINE DIAGRAMS 6 CIRCUITING. 3, DIAGRAMS AS REQUIRED BY THE BUILDING DEPT FOR ELECTRICAL PERMIT 4, ALL ELECTRICAL WOW SHALL COMPLY WITH THE REQUIREMENTSOF'. PART VIII ELECTRICAL OF THE CURRENT INTERNATIONALRESIDENIAL CODE. 5, IN THE EVENT OF A CONFLICT BETWEEN THE DESIGN DOCUMENTS AND THE 2018 INTERNATIONAL RESIDENTIAL CODE, THE CODE SHALL PREVAIL. B ELECTRICAL CONTRACTOR SHALL NOTIFY DESIGNER OF MY CONDITIONS THAT 00 NOT COMPLY WITH SUCH CODES, T, ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK WHICH IS CUSTOMARILY ASSOCIATED WITH THE INSTALLATION OF RESIDENTIAL ELECTRICAL SYSTEMS AS THEY (RELATE TO THE WORK OF THIS PROJECT. 0, PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS REQUIRED BY FADE. AND BE HARD WIRED AND INTERCONNECTED. 9, PROVIDE GFI CURETS AS REQUIRED BY CODE. 10. PROVIDE WEATHER PROOF(WP) OUTLETS AT EXTERIOR$ 11. PROVIDE MAIN CIRCUIT BREAKERS INSIDE EACH UNIT 12. LIGHTING AND OTHER NECESSARY ELECTRICAL FIXTURES SHALL BEAD SELECTED BY THE OWNERANDIOR DESIGNER. 13. ALL NEW DATA ELECTRICAL AND SWITCH FACE PLATES TO BE WHIM, BECORA TYPE, UNG 14. WHERE DEVICES ARE SHOWN ADJACENT TO EACH OTHER, GANG HORIZONTALLY IF MON NTED AT THE SAM E HEIGHT OR STACK VERTICALLY IF MOUNTED AT VARYING HEIGHTS. COORDINATE THESE COMMENTS WITH ALL WALL MOUNTED DEVICES AND EQUIPMENT, INCLUDING LIaH LNG CONTROLS, POWER, VOIOEDATA, LIFE SAFETY, TSTAM AND AV CONTR012 DEVICES. REVIEW TYPICAL ROUGRN WITH DESIGN TEAM L PRIOR TO RUNNING CONDUIT, WIRING AND CABLING. 15. ALL OUTLETS TO BE LOCATED I6' ARE U O.N. 16. ALL OUTLETS ABOVE MILLWORK OR COUNTERTOPS TO BE MOUNTED HORIZONTALLY. 17. CIRCUIT STREAKERS OR CIRCUIT BREAKER SPACES RESERVED FOR THE EV CAPABLE. READY ANO USE INSTALLED SPACES, SHALL BE IDENTIFIED ON THE PANELBOARD DIRECTORY. ALL PARTY CONDUITS FOR TH E EV CAPABLE SPACES SHALL BE IDENTIFIED AT BOTH THE PANELBOARD AND AT FINE TERMINATION POINT AT THE EXPAND SPACE. 18. AMINIMUM EI% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS PER SECTION NIH W.1. PLUMBING NOTES 1. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR PLUMBING WORK. 2. PLUMBING CONTRACTOR SHALL PROVIDE ALL RISER DIAGRAMS & OTHER SPECIFICATIONS AS REQUIRED BY THE BUILDING DEPT FOR PERMIT PURPOSES. 0 ALL PLUMBING WOW SHALL COMPLY WITH THE REQUIREMENTS OFALLAPPLCABLE CODES INCLUDING BUTNOTUNTED TO: PARTM PLUMBING AND PART VI FUEL GAS OF THE CURRENT INTERNATIONAL RESIDENTIAL CODE. 4, PLUMBING CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO PROVIDE A COMPLETE PLUMBING INSTALLATION OF FIXTURES AND FITTINGS AS INDICATED ON PLANS. 5. PLUMBING FIXTURES AND FFTNGS AS SHOWN ON PLANS ARE FOR LAYOUT AND REFERENCE ONLY. & PLUMBING FIXTURES AND FITTINGS SHALL BE AS SELECTED BY OWNER OR THEIR REPRESENTATIVE. T. PROVIDE ROOF JACKS FOR ROOFER INSTALLATION N ALL ROOF PENETRATIONS. S. ALL GAS LINES TO BE SEED BY PLUMBING CONTRACTOR. 9, PROVIDE GAS PIPING TO ALL GAS APPLIANCES AS INDICATED ON PLANS. 10, ALL DOMESTIC WATER TO BE fin' COPPER OR 'REX' 11, ALL PLUMBING DRAINS TO BE ABS SCHEDULE 40 OR AS REODBYCODE. 12, NR ALL HOSE BIBS TO BE FREEZE PROOF. 13. PROVIDE IIP CW SUPPLY IN PREMANUFAOTURED SHUT OFF VALVE BOX AT ALL REFRIGERATOR I OE MAKER LOCATIONS, 14, PROVIDE PREMMUFACTURED HW AND CW SUPPLY AND SPAIN BOX AT ALL CLOTHES WAGER LOCATIONS. 15, PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING INSTALLATION AS REQUIRED TO MEET OR EXCEED CODE REQUIREMENTS. 16 PLUMBING CONTRACTOR TO PROVIDE AND INSTALL W GAL HIGH EFFICIENCY GAS FIRED HOT WATER HEATER AS REQUIRED. 17, BATHROOM FUTURES SHALL HAVE PROPER CLEARANCES AND SPACING PER CODE BECTON R307& P2705.1 18, HOT WATER PIPE INSULATION SHALL COMPLY WITH CODE SECTION N110&E3 VICINITY MAP GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FAMILMRME THEMSELVES WI TH CONSTRUCTION DOM MENTS ANO SHALL VERIFY AL L EXISTING CONDITIONS PRIOR TOSUBM17ING BID. GENERAL CONTRACTOR TO NOTIFY ARCHITECTURAL DESIGNER OF AN` CONDITIONS OR DISCREPANCIES WHICH MAY AFFECT WORK OFTHISPROJECT. GENERAL CONTRACTOR SHALL PERFORM THE INTENDED RESULTS AS INDICATED ON THE DRAWINGS. -. 2. ALL WORK SHALL MEET OR EXCEED REQUIREMENTS OF ALL .>_. APPLICABLE BUILDING CODES. NOTIFY ARCHITECTURAL DESIGNER OF ANY CONDITONS OR DETAILS WHICH MAY NOT _ CONFORM TO SUCH CODES. 3. DONOTSCAIEDRAWINGS.WRITTENOIMENSICNSSHALL ""N I A,""' '"I w 1" TARE PRECEDENCE OVER SCALED DIMENSIONS. IN THE - EVENT OFCONFLICTING ORUNCLEAR INFORMATION, GENERAL CONTRACTOR SHALL CONTACT ARCHITECTURAL DESIGNER FOR CLARIFICATION BEFORE COMMENCING WITH .. WORKAFFECTED. ., .. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS AND PAYING ALL ASSOCIATED FEES TAXES AND LICENSES. { 3 { 5. GENERAL CONTRACTOR SHALL PROVIDE ALL °USTOMARY L. Lam.... GENERALCONDIIIONSASSOCMTED WITH PROJECTSOFTXIS TYPE AND SCOPE INCLUDING BUT NOT LIMITED T0: TRASH DUMPSTER, HAULING FINAL CONST RUCTION CLEANING, N CONSTRUCTION SITE ACTOR SHALL SITE LOCATION 8. GEN ERALGONTRAGTQR SHALL PROVIDE LUBILIN, 592065924 W 39TH PLACE NORMAN'S COMPENSATION AND OTHER REQUIRED WHEAT RIDGE, W80212 INSURANCE. 7. GENERAL CONTRACTOR TO PROVIDE FIRST AID KIT ON SI TE AT ALL TIMES DURING CONSTRUCTION UNTIL ISSUANCE OF CERTFCATEOFOCCUPANCY. B. ALL UNITS SHALL BE PROVIDED WITH NG VISUAL UTILITIES SERVING EACH UNIT FROM THE EXTERIOR OF THE BUILDING. W UTILITY (WATER GAS, ELECTRIC, ETC) SHALL PASS THROUGH THE COMMON 2HR FIRE RESUME RATED WALLS NOR THE COMMON FOUNDATION STEM WALLS OR CRIPPLE WALLS. RRC SECTION 83022) THE GAS LINES SHALL NOT RUN BELOW THE BUILDING AND SHALL SERVE EACH UNIT FROM A SEALED PENETRATION ABOVE GRADE DIEGO SECTION 4047. PROJECT DIRECTORY SITE PLAN AND LANDSCAPE NOTES 1, SETBACK PROJECTIONS LESS THAN 5'FIRE SEPARATION DISTANCE MAY EXTEND TO A MAX 2' FIRE SEPARATION DISTANCE WITH 1 HOUR FIRE RESUME CONSTRUCTION ON THE UNDERSIDE WITH NO OPENINGS HQFFIT VENTS) PERMITTED. 2, ALL DEM FUND WALLS TO BE 2 HOUR FIRE RESISTIVE PARTITIONS. PROJECTIONS WITHIN 2 TO 5 FEET OF A SIDE PROPERTY LINE SHALL HAVE AMIN WHIM 1 HOUR 3, ALL NEW SANITARY SEWER LINES TO BE CONSTRUCTED USING 4' SCHEDULE 40 PVC PIPES. 4. ALL SUMP PUMP DISCHARGE LINES TO BE CONSTRUCTED USING 3' SCHEDULE M PVC PIPES WITH MIN 2% SLOPE. 5. ALL EXISTING TREES TO BE PRESERVED. 6. ERECT AND MAINTAIN TEMPORARY FENCING SURROUNDING THE AREA BENEATH THE TREE N ORDER TO MITIGATE THE IMPACT OF INJURIES TO THE MEE DURING DEMOLITION OR CONSTRUCTION. 7. REFRAIN FROM OPERATING CONSTRUCTION EQUIPMENT OR STORING CONSTRUCTION MATERIALS BENEATH THE CANOPY OF THE TREE OR ENGAGING IN OTHER ACTIVITIES THAT WOULD CAUSE THE UNDO COMPACTION OF THE SOIL INTHETREESROOTZONE. 8, REFRAIN FROM MY EXCAVATION BENEATH THE CANDPY OF THE TREE THATWOULD CAUSE UNDUE DESTRUCTOR OF THE TREES ROOT$, 9, PIPING IN WINDOW WELLS CONNECTING TO THE PERIMETER DRAINS MAY SERVE AS OVERFLOW ONLY. SPAIN SHALL B E A MINIMUM OF VABOVE THE COMPACTED EARTH AND 6' BELOW THE BOTTOM OF THE WINDOW. 10. GENERAL CONTRACTOR TO NOTIFY SOILS ENGINEER AFTER EXCAVATION TO REEVALUATE SOIL CONDITIONS PRIOR TO FORMING OF CONCRETE FOUNDATIONS. 11. GENERAL CONTRACTOR SHALL CALL%TILITY NOTIFICATION CENTER OF COLORADO' (NO) MINT TO LOCATE UNDERGROUND UTILITIES AT LEAST M HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 12. GENERAL CONTRACTOR TO PROTECT ALL EXISTING LANDSCAPE TO REMAIN AND SHALL PROVIDE ROUGH GRADING (TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING) AT DISTURBED AREAS READY TO ACCEPT FINAL GRADING AND FINAL LANDSCAPING. 13. ALL FINISH GRADING AND FINAL LANDSCAPING TO BE PROVIDED BY OTHERS. 14. GENERAL CONTRACTOR TO PROVIDE CONSTRUCTON FENCE WI GATE. GATE TO BE LOCKED DAILY. 15. AUTOMATIC IRRIGATION CONTROL SYSTEMS TO BE DRIVEWAY. 17, ANY PUBLIC SIDEWALKS OVER 2% CROSS SLOPE SHALL BE REMOVED AMID REPLACED AT CONTRACTOR'S SOLE EXPENSE. 18. NO MOIRE THAN FIFTY PERCENT (50%) OF THE TOTAL LANDSCAPED COVEMG E ON M E LOT SHALL B E COMPRISED OF TURF. THE USE OF LOW WATER DEMAND TURF VARFITIES SUCH M BUFFALO GRABS, BLU E GRAMA GRASS AMID TALL FESCUE IS ENCOURAGED. 19. NO LESS THAN TWENTY -FINE PERCENT (25%) OF THE GROSS LOT AREA AND NO LESS THAN ONE HUNDRED PERCENT (100%) OF ME FRONT YARD SHALL BE LANDSCAPED. SOILS + GEOTECH ENGINEERING L ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OFSOILS INVESTIGATION IMPORT - OBTAIN BYOWNEROLIENT 2 PROVIDE FOUNDATION SYSTEMS M RECOMMENDED BY SOIL INVESTIGATION REPORT AND DESIGNED BY STRUCTURAL ENGINEER. 3, ALL FINISHED LOWER LEVEL INTERIOR WALLS SHALLBE CONSTRUCTED ON 'FLOATING WALL' PER SOIL INVESTIGATION REPORT DESIGN REQUIREMENTS. 4, FOUNDATION PERIMETER DRAIN AND SUMP REQUIREMENTS SHALL BE DETERMINED AT OPEN HOLD OBSERVATION. FORESTRY NOTES 1. ALL EXISTING TREES TO BE PRESERVED. 2. ERECT AND MAINTAIN TEMPORARY FENCING SURROUNDING THE AMA BENEATH THE TREE N ORDER TO MITIGATE THE CHANCE OF IMPACT INJURIES TOME TREE DURING DEMOUTIOJORCONSTRUCTION. 3. REFRNN FROM OPERATING CONSTRUCTION EQUIPMENT OR STRONG CONSTRUCTION MATERIALS BENEATH THE CANOPY OF THE TREE OR ENGAGING IN OTHER ACTIVITIES THAT WOULD CAUSE THE UNDUE COMPACTION OF THE SOIL IN THE TREES ROOT ZONE, 4, REFRAIN FROM MY EXCAVATION BENEATH THE CNNDPY OF THE TREE THAT WOULD CAUSE UNDUE DESTRUCTION THE TREE'S ROOTS OWNER: DESIGNER: WEST 39 LLC MOD 7085 EAST CALEY AVENUE 20M HOW STREET CENTENNLALCON111 LARENOOD, DO 8D215 CONTACT: DEREK LONGWELL CONTACT: NICK YOUNG M1910.7193 M&NA1769 DEREKLONGWELL®EFIRSTBMK.COM NICK@THINKINGMODERNCOM STRUCTURAL ENGINEER IAN MCQUAOE P E. MALIGN ENGINEERING 80.6122444 IMCOUADE@MAJICENGINEERING COM CONTRACTOR: PETER HIRSCHBERG NAUSETBEACHIQICLOUDCOM DRAWING INDEX OR- GENERAL G000 COVER SHEET PROVIDED SHEET ISSUANCE$ DDRAWINGINDE% AND PROJECT INFORMATION SHEET NUMBER SHEET NAME ISSUE FIT ENCOMGINEERINGTS G20D JAR LENRAGE DETAILS 2,987 SF - CNIDITIONED SPACE PERMIMEN SCHEDULE$ OR- GENERAL G000 COVER SHEET PROVIDED G.M DDRAWINGINDE% AND PROJECT INFORMATION 1,337 SF G101 FIREPROTECTIONRANS FEEi1MAX): G20D JAR LENRAGE DETAILS 2,987 SF - CNIDITIONED SPACE G.330 SCHEDULE$ lD-SURVEY ISP IMPROVEMENTSURVEYPLAT 01-ARFAITFP,T IRA( AQ100 SITE PLAN PROVIDED A1.201 CONSTRUCTION-FlRST FLOOR 1,337 SF A1.202 CONSTRUCTION -SECOND FLOOR FEEi1MAX): A1.203 CONSTRUCTION -ROOF 2,987 SF - CNIDITIONED SPACE A1.301 EEC &PLUMB PLANS - FIRST FLOOR A1.302 EEC &PLUMB PLANS - SECOND FLOOR 25'25'- A1.303 GASPIPINGPLANS SIDEINTEROR(MIN) A1.401 REFLECTED CEIUNG PIAN - FIRST FLOOR MARIAN) A1.402 REFLECTEDCEIUNGPLAN-SECONDFLCGR A2100 EXTERIOR ELEVATIONS MAN EXTERIOR ELEVATIONS MAN BUILDINGSECTIONS P3.101 BUILDINGSEGFONS P3.f02 BUILDINGSECTIONS N.103 THERMAL AND BUILDING DETAILS n2-STRICTIRAI SIA GENERAL NOTES ALLOWED PROVIDED S1.2 GENERAL NOTES HEIGHT: 1,337 SF SM FOUNDATION RAN 580 SF UNCCNDITIONED FEEi1MAX): S2.2 1ST FLOOR FRAMING PIAN 23'-61N' 2,987 SF - CNIDITIONED SPACE S2.3 END FLOOR FRAWING PIAN SEA RODFFFAMINGPIAN PRIMARY STREET( MIN) 25'25'- 53.1 FOUNDATIONDETNLS SIDEINTEROR(MIN) $3.2 FOUNDATIONDETNLS 5'1 STOP ,LB O' DSiORY MARIAN) S4.1 FRAMING DETAILS 15'-5314' S4.2 FRAMING DETAILS SCOPE OF WORK SCOPE OF WORK IIUDES A NEW BUILO2 STORY DUPLEX WITH FULL BASEMENTS OF APPROX 45,000 SF 1 UNIT, ABOVE GRADE. DUPLEX UNITS TO INCLUDE ATTACHED 2LAR GARAGES AND I COVERED PORCH EACH. PROJECT INFORMATION PROJECTADDRESS. 0."111118 ili.215L41[WdF APPLICABLE CODES: ZONING CODE OCCUPANCYTYPE: CONSTRUCTION TYPE: NUMBER OF DWELLING UNITS NUMBER OF STORIES IN BUILDING: ENERGY WIDE COMPLIANCE METHOD: 59M A S24 W 39TH PLACE WHEATRUGECO80212 CITY OF WHEAT RIDGE 20D NATIONAL ELECTRIC CODE CITY OF WHEAT RIDGE MUNICIPAL CODE R3(ATTACH ED SINGLE FAMILY MELLNG UNITS) TYPE WE UNSPRINKLERED 2 UNITS 2 STORY (MOVE GRADE) RESCHECK ZONING ANALYSIS SITEAREA: 15,000SF-0344ACRES ZONE DISTRICT', GRADE ELEVATION (RE SITE PLAN): 541029+541063+5W9.67+54098014=5410.5' FORM STANDARDS ALLOWED PROVIDED 1,6505E HEIGHT: 1,337 SF GARAGE 580 SF UNCCNDITIONED FEEi1MAX): 30' 23'-61N' 2,987 SF - CNIDITIONED SPACE SETBACKS: PRIMARY STREET( MIN) 25'25'- 1' SIDEINTEROR(MIN) 6PERGRORY 5'1 STOP ,LB O' DSiORY MARIAN) 10' 15'-5314' lXY0'ARCH=541250' FLOOR AREA CALCULATIONS SND -EAST UNIT FIRSTLEVEL 1,6505E SECOND LEVEL 1,337 SF GARAGE 580 SF UNCCNDITIONED PATIO if3 BE UNCONDITIONED TOTAL 2,987 SF - CNIDITIONED SPACE 5924-WEESTUNTT FIRSTLEVEL 1,315 SF SECOND LEVEL 1,4523E GARAGE 589SF-UNCONDITIONED TOTAL 2,767 BE- CNIDITIONED GRACE THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 Hoyt Sheet Lakewood CO 80215 Cell: 816.509.1769 Email: NickAlhinkingmodermcom 07.25.21 ISSUE FOR PERMIT 1 10.05.21 ENGINEERING COMMENTS 21022 Seale As indicated Description DRAWING INDEX AND PROJECT INFORMATION G.100 I I I I ISL I I � _I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— I I � I � 01 FIRE PROTECTION PLAN - 1ST FLOOR SCALE: 1/8^=I' -G" O2HR DEMISWG WALL -UL DESIGN NOW. 91 OR XUI RE: FIRE PROTECTION PIANS WIGS 112 GYP BOARD 2X6 WOOD STUDS M 16' O.C., ACCOUSTICAL INSULATION 3A MR SPACE ISEEffiffiff I• GYPSUM PANEL WITH H CHANNEL t� 1- GYPSUM PANEL WITH H CHANNEL NI MR SPACE 2X6 WOOD STUN ® 16' OL., ACCOUSTICAL INSULATION 1R'GYPBOARD NOTE: PROVIDE FIEBLOCKING AT EACH LEVEL AND FOR THE FULL HEIGHT OF THE %' AIR SPACE AT 16'6 ON CENTER NOTES: I.PROVIDE GREEN BOARD I FIBER BOARDAT WETLOCVMNS,TYP. W05 - UL DESIGN NO U366B WALL TYPE UL DESIGN NO. U336 B FINE RATING: 2 HOUR STC: m SOUND TEST: RAL.TUNI SYS TEM THICKNESS 111? ASSEMBLY OPTIONS GYPSUM BOARD. ONE LAYER 1? THICK GYPSUM BOARD NSG GNEETROCK BRAND GYPSUM PANELS) WOOD STUDS. MENOMONIE FIRE PROTECTION NOTES W91 2X6 WOOD STUN @16'OL. WITH R -XI MIN., BATT INSULATION, 1. SETBACK PROJECTIONS LESS THAN 5' FIRE SEPARATION DISTANCE MAY EXTEND TO A MAX T FIRE SEPARATION DISTANCE WITH EXTERIOR: SHEATHING. WEATHER WRIER AND EXTERIOR FINISH PER EXTERIOR ELEVATIONS, PROVIDE _ FIRE RESISTIVECOSTRUCTION ON THE UNDERSIDEWITH NO THE INTERIOR: IR' GYP BOARD OVER VAPOR BARRIER. PROVIDE PROPER BACKING FOR INTERIOR FINISH PER 2. ALOUR DEMISINGWALLSTTOB 2HOUR FI ERESRTNEPARTmONS.PROJECDOONS(WITHIN2TO5FEETSHALLHAVEAMINIMUMI MANUFACTURERS SPEC. HOUR RESISTANCE ON THE UNDERSIDEPER HINGT BEXTERIO FI SHEATHING S. TREATED WOOD SHEATHING iOBE EXTERIOR FIRE -%PLYWOOD FIRE RETAPOANTTREATEO WOOD OR PORTICO 2X4 WOOD STUN@ 16' O.C. WITH IQ'GYP, BOARD ON BOTH SIDES, ACOUSTICAL INSULATION AS DIRECTED AFIRE PPROVED APPROVED EQUAL. BYOWNER PROVIDE PROPER BACKING FOR INTERIOR FINISHES PER MANUFACTURERS SPEC, ALLOW FOR FLOAT@WI PLACED OVER CONC. SLAB, PER SOILS REPORT, 2X6 WOOD STUDS ®PLUMBING 5920 & 5924 W 39TH PLACE WALL, EXTEND TO ROOF STRUCTURE MOVE WHEAT RIDGE, CO 80212 W03 FIRE -RATED ASSEMBLY LEGEND 2X4 WOOD STUD FURRING WALL W 16' O.C. FILLED WITH R-15 KRAFT FACED BATT INSULATION V Y�lYYVVVV 1 HOUR FIRE RATED SOFFIT INTERIOR 1C' GYP BOARD WE VAPOR BARRIER, PROVIDE PROPER BACKING FOR INTERIOR FINISH PER 1 HOUR FIRE RATED PARTITION GARAGE I LIVING SPACE SEPARATION WALL 2 HOUR FIRE RATED PARTITION, WALL TYPE WW MWOOD STUN 016'O.C. WITH R-20 MI N. BATT INSULATION -5�'}'t'4.T1s•: FIRE RESISTANT ROOF SHEATHING j FINISH PER MANUFACTURERS SPEC. WALLS WBHIN ENE (5) FEET OF AN IMAGINARY LO LINE SHALL BE ONE HOUR FIRERATED CONSTRUCTION. ONE HOUR RATING FOR EXPOSURES MGM BOTH SIDES' (TABLE RAQ.1 MEANS ONE LAYER OF W TYPE X ON BOTH SIDES OF STUDS (ULMU, OR ONE LAYER OF AB' TYPE % ON INTERIOR SIDE AND MINIMUM TIB' STUCCO OVER SHEATHING ON THE EXTERIOR BBC TAKE R13.11(U) - THROUGH PENETRATIONS ON WALLS AND SOFFIT SHALL COMPLY WITH R302A 2060 HON Sheet Lakewood CO 80215 CSU. 816.509.1969 MENOMONIE Flnail NickWthinkingmodern.com WALL TYPES I I I I ISL I I � _I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— I I � I � 01 FIRE PROTECTION PLAN - 1ST FLOOR SCALE: 1/8^=I' -G" O2HR DEMISWG WALL -UL DESIGN NOW. 91 OR XUI RE: FIRE PROTECTION PIANS WIGS 112 GYP BOARD 2X6 WOOD STUDS M 16' O.C., ACCOUSTICAL INSULATION 3A MR SPACE ISEEffiffiff I• GYPSUM PANEL WITH H CHANNEL t� 1- GYPSUM PANEL WITH H CHANNEL NI MR SPACE 2X6 WOOD STUN ® 16' OL., ACCOUSTICAL INSULATION 1R'GYPBOARD NOTE: PROVIDE FIEBLOCKING AT EACH LEVEL AND FOR THE FULL HEIGHT OF THE %' AIR SPACE AT 16'6 ON CENTER NOTES: I.PROVIDE GREEN BOARD I FIBER BOARDAT WETLOCVMNS,TYP. W05 - UL DESIGN NO U366B WALL TYPE UL DESIGN NO. U336 B FINE RATING: 2 HOUR STC: m SOUND TEST: RAL.TUNI SYS TEM THICKNESS 111? ASSEMBLY OPTIONS GYPSUM BOARD. ONE LAYER 1? THICK GYPSUM BOARD NSG GNEETROCK BRAND GYPSUM PANELS) WOOD STUDS. TYP. EXTERIOR WALL. ONO. (NOT KEYED IN PLANS) W91 2X6 WOOD STUN @16'OL. WITH R -XI MIN., BATT INSULATION, AIRSPACE. EXTERIOR: SHEATHING. WEATHER WRIER AND EXTERIOR FINISH PER EXTERIOR ELEVATIONS, PROVIDE _ PROPER BACKING FOR EXTERIOR FINISH PER MINING FACTO MRS SPEC, INTERIOR: IR' GYP BOARD OVER VAPOR BARRIER. PROVIDE PROPER BACKING FOR INTERIOR FINISH PER GYPSUM BOARD'. MANUFACTURERS SPEC. TYP. INTERIOR WALL. ONO. (NOT KEYED IN PLANS) j 02 2X4 WOOD STUN@ 16' O.C. WITH IQ'GYP, BOARD ON BOTH SIDES, ACOUSTICAL INSULATION AS DIRECTED BYOWNER PROVIDE PROPER BACKING FOR INTERIOR FINISHES PER MANUFACTURERS SPEC, ALLOW FOR FLOAT@WI PLACED OVER CONC. SLAB, PER SOILS REPORT, 2X6 WOOD STUDS ®PLUMBING WALL, EXTEND TO ROOF STRUCTURE MOVE CONCRETE FOUNDATION I BASEMENT WALL MOT KEYED IN FLANS) W03 6' SITE CAST CONCRETE WALL PER STRUCT. 2X4 WOOD STUD FURRING WALL W 16' O.C. FILLED WITH R-15 KRAFT FACED BATT INSULATION —� INTERIOR 1C' GYP BOARD WE VAPOR BARRIER, PROVIDE PROPER BACKING FOR INTERIOR FINISH PER MANUFACTURERS SPEC. ALLOW FOR FLOAT WWALLS PLACED OVER CONC, SUB, PER SOILS RE POW GARAGE I LIVING SPACE SEPARATION WALL WDI MWOOD STUN 016'O.C. WITH R-20 MI N. BATT INSULATION INTERIOR :IR"GYP BOARD ON BOTH SIDES, VAPOR BARRIER, PROVIDE PROPERBACKNG FOR INTERIOR j FINISH PER MANUFACTURERS SPEC. I I I I ISL I I � _I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— I I � I � 01 FIRE PROTECTION PLAN - 1ST FLOOR SCALE: 1/8^=I' -G" O2HR DEMISWG WALL -UL DESIGN NOW. 91 OR XUI RE: FIRE PROTECTION PIANS WIGS 112 GYP BOARD 2X6 WOOD STUDS M 16' O.C., ACCOUSTICAL INSULATION 3A MR SPACE ISEEffiffiff I• GYPSUM PANEL WITH H CHANNEL t� 1- GYPSUM PANEL WITH H CHANNEL NI MR SPACE 2X6 WOOD STUN ® 16' OL., ACCOUSTICAL INSULATION 1R'GYPBOARD NOTE: PROVIDE FIEBLOCKING AT EACH LEVEL AND FOR THE FULL HEIGHT OF THE %' AIR SPACE AT 16'6 ON CENTER NOTES: I.PROVIDE GREEN BOARD I FIBER BOARDAT WETLOCVMNS,TYP. W05 - UL DESIGN NO U366B WALL TYPE UL DESIGN NO. U336 B FINE RATING: 2 HOUR STC: m SOUND TEST: RAL.TUNI SYS TEM THICKNESS 111? ASSEMBLY OPTIONS GYPSUM BOARD. ONE LAYER 1? THICK GYPSUM BOARD NSG GNEETROCK BRAND GYPSUM PANELS) WOOD STUDS. a WOODSTuos.Bro.C. INSULATION. MIN. P GLASS FIBER BATT INSULATION IN CAYRY AIRSPACE. WANSPACE STEEL STUDS: TKSYWNFO.0 GYPSUM BOARD'. TWO LAYER V THICK BY NOM, Y WIDE GYPSUM LIVER PANELS FRICTION FIT NL TYPE BRAD AIRSPACE 14' ME SPACE WOOD STUDS: 2.4 WOOD STUDS. 24' o C. INSULATOR MIN, S GLASS FIBER BATT INSULATION IN CAYRY GYPSUM BOARD'. ONE LAYER 15T THICK GYPSUM BOARD NSG SNEETROCK BRANDGYPSUM PNIEW) GENERAL ASSEMBLY NOTES 1. CONTRACTOR IS TO REFER TO THE UL ASSEMBLY ASSOCIATED WITH EACH WALUFLOORROOF TYPE LISTED FOR CONFIRMATION OF ALL RATED COMPONENTS WITH IN EACH ASSEMBLY. 2, SOME WALLTLOOMROOF TYPES ALSO REY ON EXCEPTIONS AND ADDED REQUIREMENTS PROVIDED IN THE UL GENERAL 3, INFORMATION SHOWN IN THE WALl6L00WR00F TYPES AE INTENDED TO MATCH THE REGOMEW ENTS OF THEIR ASSOCIATED UL ASSEMBLIES. IN THE EVENT OF ANY INCONSISTENCIES OR CONFLICTS BETWEEN THE WALUFLOMROOF TYPES AND THEIR ASSOCIATED ASSEMBLIES, THE ASSOCIATED ASSEMBLY SHALL TAKE PRECEDENCE. 4. CEILING CONDITIONS SHOWN ME SCHEMATIC AM TYPICAL WALL AND PARUTON TYPES MAY VARY IN ELATION TO THE CEILING TYPES WITH WHICH THEY ME SHOWN, RE: UNIT PLANS FOR CLARIFICATION OF CEILING CONDITIONS. 5. STAGGER ALL MINTS IN GYPSUM BOARD ASSEMBLIES. 6, ALL PIPING SHALL BE PLACED ON THE WARM SIDE OF CHASE WALLS ADJACENT TO THE UNHEATED SPACES. 9, REFER TO INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES. COMPLETE WALL FINISHES PRE NOT SHOWN ON THIS SHEET. ACTUAL WALL FINISHES MAY VARY FROM THOSE SHOWN HERE. 8, AT ALL TILED SURFACES. PROVIDE 5R" GLASS MESH MORTAR UNITS PER SPEC IFICATIONS OF TYPICAL FIRE RELATE GYP. 9, MAINTAIN THE INTEGRITY OF THE RATED ASSEMBLY CONTINUOUS THROUGH ALL CONCEALED SPACER. 10. PROVIDE FIRE ETARDANTTREATED WOOD BLOCKING WHERE REWIRED IN RATED ASSEMBLIES FOR SECURE ATTACHMENT OF ALL TRIM, RAILINGS, GRAB BARS, CABINETS, COORNJINDOW FRAMES, TOILET ACCESSORIES. ETC. WOOD MATERIALS TO BE FSC CERTIFIED. 11. MAINTAIN THE INTEGRITY OF RATED ASSEMBLIES AT INTERSECTION WITH UNRATED PARTITIONS. 12. PROVIDE FIBERGLASS ACOUSTICAL BATTS AT ALL BEDROOM AND BATHROOM PMTmONS. Project Number 21022 Scale As indicated Description FIRE PROTECTION PLANS GAN GENERAL AIR BARRIER AND INSULATION DETAILS NOTE'. THESE DETAILS ME INTENDED SOLELY TO HELP GRAPHICALLY Air sealing key points led ran al, al narem EleandoPadond:— In an rI as umorL"no deal61ignor ad Insulation Details for Ceilings with Attic spaces PA lona Trvu Air sealing key points Amo acuttie ,emotional Hadmidindoodaurpron header recaftereanderandes fit' It r Teal Attic pulLamvn stairs mardendandion deral toA ecade �m 9mmVpr.daukrundandiandafor '.�de wa 1 f �roaw.ena5 I Al .".w,,,, and, door dar had Attic pull -downstairs - on ra Plan human mur P In F Reml mwm.it I Air sealing key points commas and common eY-Passes showemue dram rough sporting Air sealing key points AND TECHNIWES.OTHER CODE PROVISIONS MAYBE APPLICABLE AS WELL. Combustion ccloosent Orel Air sealing key points AIR BARRIER CRITERIA N. founded him. add sdnde,dirwa MW26� OR CONTINUOUS INSULATION INSTALLED ON THE a,.t.mnoa.r m. mmi"oee dam or air parmar rummultion "„nouloonamori„trefflorderAboinceard WHEAT RIDGE, CO 80212 Fin BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE $PHI Pro CRAWLSPACEWALLS EXPOSED EARTH IN UNVENIED CRAWL SPACES SHALL brand i were BE COVERED WITH A CLASS I VAPOR RETARDER WITH n[arroaamlichorrooked r: 1rovinsiath THE CRAWLSPACE WALLS. me,,n.,ere coffee, readdehirci c I BE ALIGNED WITH THE INSULATION AND ANY GAPS IN SHALL BE ALIGNED WITH THE AIR BARRIER. o arafflaroddommal THE AIR BARRIER SHALL BE SEALED. ACCESS OPENING$, DROP DOWN STAIR OR KNEE dindre.eo 1\ WALL DOOR ATTIC HATCH ACCESS PANELS, SHALL BE ar a.PI.nng zy Encroolnue ,,,(((��� AVAILABLE CAVITY SPACE. Eall height nlnsJNan P THEY ARE PENETRATING THROUGH. honored\�.., e (mmdeal \ .me normal It Por,iiin ane mm•. ATTICS S HALL BE PROVIDED THAT PREVENTS nallum a man DAMAGING OR COMPRESSING THE INSTALLED i com INSULATION. Pradoceed ” AN INSULATION DAM SHALL BE PROVIDED IN ORDER e TO PREVENT LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE AND TO PROVIDE A sl &M drain and top pore opaeE R -VALUE OF THE LOOSE FILL AT THE ACCESS OR OTHER Wm iaummnmptn e LOCATIONSINTHEATTIC. FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS, r feet m do e nod AND EASE VENTS AND MAINTAN AN OPENING all op piano heipeengage, ffl3d ( mend al e_.M nor. 'aefoor THE SOFFIT VENT OVER THE TOP OF THE ATTIC wi INSULATION AND SUFFICIENT SPACE SHALL BE farmer madi W WAIN ED SO INSULATION WILL COVER THE TOP Po PLAIE. THE BAFFLE SHALL BE ANY SOLID AIR WRIER an, mar srmivaei Air sealing key points Amo acuttie ,emotional Hadmidindoodaurpron header recaftereanderandes fit' It r Teal Attic pulLamvn stairs mardendandion deral toA ecade �m 9mmVpr.daukrundandiandafor '.�de wa 1 f �roaw.ena5 I Al .".w,,,, and, door dar had Attic pull -downstairs - on ra Plan human mur P In F Reml mwm.it I Air sealing key points commas and common eY-Passes showemue dram rough sporting Air sealing key points AND TECHNIWES.OTHER CODE PROVISIONS MAYBE APPLICABLE AS WELL. Combustion ccloosent Orel Air sealing key points AIR BARRIER CRITERIA Pi ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. MW26� OR CONTINUOUS INSULATION INSTALLED ON THE a,.t.mnoa.r m. mmi"oee row or A CONTINUOUS AIR BARRIER SHALL BE INSTALLED N THE AIRAPERMEABLE INSULATION$HALL NOT BE USED AS WHEAT RIDGE, CO 80212 Fin BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE $PHI Pro CRAWLSPACEWALLS EXPOSED EARTH IN UNVENIED CRAWL SPACES SHALL brand i arkmadder BE COVERED WITH A CLASS I VAPOR RETARDER WITH Plod com r: 1rovinsiath THE CRAWLSPACE WALLS. me,,n.,ere w card c I BE ALIGNED WITH THE INSULATION AND ANY GAPS IN SHALL BE ALIGNED WITH THE AIR BARRIER. BE SEALED. THE AIR BARRIER SHALL BE SEALED. ACCESS OPENING$, DROP DOWN STAIR OR KNEE dindre.eo ACCESS OPENINGS, DROP DOWN STAIRS OR MEE WALL WALL DOOR ATTIC HATCH ACCESS PANELS, SHALL BE ar a.PI.nng DOORS TO UNCONDITIONED RUN SPACES SHALL BE INSULATED TO THE SMIE LEVEL AS THE ASSEMBLY AVAILABLE CAVITY SPACE. SEALED. THEY ARE PENETRATING THROUGH. armr It Por,iiin ATTICS S HALL BE PROVIDED THAT PREVENTS DAMAGING OR COMPRESSING THE INSTALLED Air sealing key points Well cross-section And Air sealing key points colonial Attic knee -walls pw""i.ww.on deanhour osai""m"me"na,m,n.a W"evel attic AIR BARRIER CRITERIA Pi ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. readmiranded OR CONTINUOUS INSULATION INSTALLED ON THE mania 5920 & 5924 W 39TH PLACE row or A CONTINUOUS AIR BARRIER SHALL BE INSTALLED N THE AIRAPERMEABLE INSULATION$HALL NOT BE USED AS WHEAT RIDGE, CO 80212 PLUMBNGAND WIRNG BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE I� CRAWLSPACEWALLS EXPOSED EARTH IN UNVENIED CRAWL SPACES SHALL brand i BE COVERED WITH A CLASS I VAPOR RETARDER WITH e.nr"e."rma Air sealing key points colonial Attic knee -walls pw""i.ww.on deanhour osai""m"me"na,m,n.a W"evel attic GENERAL AIR BARRIER AND INSULATION CRITERIA COMPLIANCE WITH THE IECC RESIDENTIAL PROVISIONS SECTIONS R401 THROUGH RAIIIIRC SECTIONS N1101.14THROUGH Nil"ISACHIEVED BY FOLLOWING PRESCRIPTIVE THE METHOD I.TH151NCLUDES ALLTHE PRESCRIPTNEAND MANDATORY REQUIREMENTS. TABLE R402A.iH (Ni10]A,1.11A8 BARRIER AND INSUUMN INSTALLATION PORTICO COMPONENT AIR BARRIER CRITERIA Pi ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. GARAGE PND CONDIGONED SPACES. OR CONTINUOUS INSULATION INSTALLED ON THE RECESSEDUGHTING 5920 & 5924 W 39TH PLACE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED N THE AIRAPERMEABLE INSULATION$HALL NOT BE USED AS WHEAT RIDGE, CO 80212 PLUMBNGAND WIRNG BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE A SEALING MATERAL. CRAWLSPACEWALLS EXPOSED EARTH IN UNVENIED CRAWL SPACES SHALL had BE COVERED WITH A CLASS I VAPOR RETARDER WITH j r JOINTS IN THE AIR BARRIER SHALL BE SEALED. OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. CEILINUA71C w card OPENING TO EXTERIOR OR UNCONDFIONED SPACE SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN GENERAL AIR BARRIER AND INSULATION CRITERIA COMPLIANCE WITH THE IECC RESIDENTIAL PROVISIONS SECTIONS R401 THROUGH RAIIIIRC SECTIONS N1101.14THROUGH Nil"ISACHIEVED BY FOLLOWING PRESCRIPTIVE THE METHOD I.TH151NCLUDES ALLTHE PRESCRIPTNEAND MANDATORY REQUIREMENTS. TABLE R402A.iH (Ni10]A,1.11A8 BARRIER AND INSUUMN INSTALLATION PORTICO COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. GARAGE PND CONDIGONED SPACES. OR CONTINUOUS INSULATION INSTALLED ON THE RECESSEDUGHTING 5920 & 5924 W 39TH PLACE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED N THE AIRAPERMEABLE INSULATION$HALL NOT BE USED AS WHEAT RIDGE, CO 80212 PLUMBNGAND WIRNG BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE A SEALING MATERAL. CRAWLSPACEWALLS EXPOSED EARTH IN UNVENIED CRAWL SPACES SHALL CONTAINS CONTINUOUS AIR BARRIER BREAKS OR BE COVERED WITH A CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO JOINTS IN THE AIR BARRIER SHALL BE SEALED. OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. CEILINUA71C THE AIR BARRIER IN ANY DROPPED CEILINGSOFFIT SHALL THE INSULATION IN ANY DROPPED CEILINGSOFFIT OPENING TO EXTERIOR OR UNCONDFIONED SPACE SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN SHALL BE ALIGNED WITH THE AIR BARRIER. BE SEALED. THE AIR BARRIER SHALL BE SEALED. ACCESS OPENING$, DROP DOWN STAIR OR KNEE ACCESS OPENINGS, DROP DOWN STAIRS OR MEE WALL WALL DOOR ATTIC HATCH ACCESS PANELS, SHALL BE DOORS TO UNCONDITIONED RUN SPACES SHALL BE INSULATED TO THE SMIE LEVEL AS THE ASSEMBLY AVAILABLE CAVITY SPACE. SEALED. THEY ARE PENETRATING THROUGH. ACCESS TO ALL EQUIPMENT LOCATED IN INSULATED ATTICS S HALL BE PROVIDED THAT PREVENTS DAMAGING OR COMPRESSING THE INSTALLED INSULATION. AN INSULATION DAM SHALL BE PROVIDED IN ORDER TO PREVENT LOOSE FILL INSULATION FROM SPILLING INTO THE LIVING SPACE AND TO PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED R -VALUE OF THE LOOSE FILL AT THE ACCESS OR OTHER LOCATIONSINTHEATTIC. FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EASE VENTS AND MAINTAN AN OPENING GREATER THAN OR EQUAL TO THE NET FREE AREA OF ffl3d TH E SOFFIT VENT. THE BAFFLE SHALL EXTEND FROM THE SOFFIT VENT OVER THE TOP OF THE ATTIC INSULATION AND SUFFICIENT SPACE SHALL BE W WAIN ED SO INSULATION WILL COVER THE TOP PLAIE. THE BAFFLE SHALL BE ANY SOLID AIR WRIER MATERIAL WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE CAVITIES WITHIN CORNERS AND HEADERS OF FPAME 2^60 Hoyt Sheet SHALLBESEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING La kewood, CO 80215 THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE CAVITY WITH A MATERIAL HAVING A THERMAL Celf 816.509.1769 EXTERIORWALLSSHALLBESEALED. RESISTANCE OF RJ PER INCH MNIMUM Fnoil'. NickMihinking-rodem.com KNEE WALLS SHALL BE SEMED. EXTERIORTHERMAL ENVELOPE INSULATION FOR FRAMED WALLSSHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT NTH THE AIR BARRIER. WINDOWS.SIOUGHTS THE SPACE BETWEEN WINDOWNOOR JAMBS AND AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE SPAI Pin RIM JOISTS RIM MISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE BE IN CONTACT WITH THE TOP SNE OF SHEATHING, ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. GARAGE PND CONDIGONED SPACES. OR CONTINUOUS INSULATION INSTALLED ON THE RECESSEDUGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM BOXES SHALL BE INSTALLED. HVACREGISTERBOOTSHVAC TH E 8070M TO TH E TOP OF ALL PERIMETER FLOOR PLUMBNGAND WIRNG BUILDING FRAMING MEMBERS. CRAWLSPACEWALLS EXPOSED EARTH IN UNVENIED CRAWL SPACES SHALL WHERE PROVIDED INSTEAD OF FLOOR INSULATION, BE COVERED WITH A CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. SHAFTS, PENETRARCNS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDFIONED SPACE SHALL BE SEALED. NARROWIDAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. GARAGE PND CONDIGONED SPACES. THEM FROM THE SHOWERS AND 11f RECESSEDUGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BOXES SHALL BE INSTALLED. HVACREGISTERBOOTSHVAC AND IC RATED. PLUMBNGAND WIRNG BUILDING WIRING AND PLUMBING IN EXTERIOR WALLS, OR OR DRYWALL. CONCEALED SPRINKLERS INSULATION THAT ON INSTALLATION READILY CONFORMS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. SHOWEROUBONEXTERIORWALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED. THEM FROM THE SHOWERS AND 11f ELECTRICAUPHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND BOXES SHALL BE INSTALLED. HVACREGISTERBOOTSHVAC HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE REGISTER BUILDING OR DRYWALL. CONCEALED SPRINKLERS CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, BPI BE PR P IF SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT 07.26.21 ISSUE FOR PERMIT Project Number 21022 Scale 1/4" = 11.01k Description AIR LEAKAGE DETAILS Ga200 do W Reatqu Y Ing Cvri° NIEMEN DOOR + WINDOW NOTES WINDOW SCHEDULE 1. ALL WINDOWS AND DOORS TO HAVE 03D FENESTRATION UFACTOR OR BETTER AND SHGC OF OT OR BETTER. 2. CONTRACTOR TO CON FIRM REQUIRED THERMAL PERFORMANCE IN VALUE, SAUDI FOR EXTERIOR DOORS AND WINDOWS WITH JURISDICTION HAVING MUNICIPALITY PRIOR TO ORDERING 3. CONFIRM ALL DOOR AND WINDOW SELECTION (SIZE, MATERIAL, FNISN GLAZING MEMNON, U -VALUES HARDWARE ...I WITH OWNER PRIOR TO ORDERING 4. FOLLOW MANUFACTURERS DIRECTIONS AND DETAILS FOR PROPER INSTALLATION, FLASHING AND WATERPROOFING 5, VERIFY ROUGH OPENING REQUIREMENTS PRIOR TO FRAMING 6, FRAMER TO LAYOUT WINDOWS N ROUGH OPENING TEMPORARILY FOR OWNER APPROVAL PRIOR TO SETTING WINDOW -VERIFY SWING AND SLIDE OF ALL IMhIR DOORS AND WIN DOM PH OR TO CONSTRUCTION T. TEMPERED GIAZNG TO BE PROVIDED WHERE REQUIRED BY CODE 0, EGRESS WINDOWS AND DOORS TO HAVE EG HESS HARDWARE 9, REFER TO EXTERIOR ELEVATIONS FOR HORIZONTAL AND VERTICAL ALIGNMENT OF DOORS AND WINDOWS ON BUILDING FACADES. CONFIRM PROPOSED ALIGNMENT WITH SELECTED MANUFACTURER. 10. FIELD VERIFY ALL DOOR AND WINDOW ROUGH OPENINGS BEFORE ORDERING 11. DO NOT ORDER DOORSANINDOWS BEFORE ROUGH FRAMING INS PECTKINS BY STRUCTURAL ENGINEER AND JURISDICTION HAVING MUNICIPALITY. 12. FIELD VERIFY ALL DIMENSIONS AND REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION 13. CONFIRM SILL MILER REDO REMEM WITH MANUFACTURE R, EMBED PT WOOD MILER IN CONCRETE AS REQUIRED 14. FACTORY MULL WINDOWS AS RECOMMENDED BY WINDOW MANUFACTURER 15. GC TO PROVIDE FRAME WITH HEAVY 0DIY WEIGHT APPLICATIONS AND SOFTCLOSE DOOR HARDWARE FOR POCKET AND BIFOLD DOOR (INSTALLATIONS. TYPE WERATION ,M IOHIIGHT SILLHEIGHT X HEADT WNDOWFINISH REMARKS BB FIXED 3'-V 9-T 9-V 9 V PLUM -BLACK TEMPERED GLASS CC FIXED 3'-V 5'-T 1004 PLUM-BIACK RE EIEVFOR SILL AND HEAD HEIGHTS DD CASEMENT 3'-V 5-V 3'-V 9 V PLUM-NACK EE FIXED 3'-V 9-V ENTRY HALLWAY PLUM-NACK RE: EIEVFOR SILL AND HEAD HEIGHTS FF AWNING 3'-V 9-V ISir PLUM -BLACK RE: EI -12v` FOR SILL AND HEAD HEIGHTS GG FUD 3'-V T -V 1'-V 9 V PLUM -BLACK TEMPERED GLASS HH CASEMENT 1'-P 4'-0' 3'-P T 0' ALUM -BLACK II CASEMENT 3'-P 6-6' 1'-P 6 9 ALUM -BLACK JJ FIXED 2'-V 5-T T -V T V ALUM -BLACK KK FIXED 2'-V 9-V 9-V 6 V ALUM-BIAGK TEMPERED GLASS, MULL WITH DOOR RE DOOR SCHEDULE AND ELEVATIONS LL FIXED 1'-V 9-V 9-V 6 V PLUM-BIACK TEMPERED GLASS', MULL WITH DOOR IRE DOOR SCHEDULE AND EIEVATIONS MM FIXED 5'-V 7 V 6-V 9 V PLUM BLACK NN AWNING 2'-6 7 V 6-V 9 V PLUM BLACK DOOR, FRAME, AND HARDWARE SCHEDULE TAG LOCATION TPE MARK DOORTPE OPERATION HOW$D11MENSONSENSIONS GROUPEIGHT SUBCATEGORIES FOR DOOR ASSEMBLY THICKNESS FINISH FRAME FINISH RATING REMARKS 1004 ENTRY HALLWAY B SWUNG 02 -9112' Iw WOOD WOOD RE: REV FOR SIDELITE WINDOW INN ENTRY HALLWAY A SWUNG N -T ISir WOOD-PT01 WOOD-PNU101A OFFICE N GHASS SWING 11 -T 12 TEMPGLASS PLUM-BLACK101B OFFICE L SWUNG 05 -T 118" WOOD-PTO1 WOOD-PNtIO1C OFFICE C SWUNG CO 1012 114" TEMP GLASS PLUM -BLACK RE: ELEV FOR SIDELITE WINDOW 102 POWDER K MCRET CG -O' 13'9 V400D-mill WOOD-mill105 PANTRY K MCRET OT T -O' 13'9 WOOD -mill WOOD-millIN DINING H GLASSSLONG 04 9-V 1S'T TEMP GLASS ALUM-BLCKIOTA MUDiCOM D SWING 00 -912 114' TEMP GLASS ALUM - BLACK 1SIB MUDROOM F SWING 00 314Y T -T 1S'B' WOOD-PNI WOOD-PNI 23 MIN 108 GARAGE A O.H. MOTORIZED 01 198' S -T 112 WOOD ALUM - BLACK 11M ENTRY HALLWAY B SWUNG 02 3'4Y T-912 1S'B' WOOD WOOD RE: ELEV FOR SIDELITEWINDOW 110B ENTRY HALLWAY C SWUNG W 3'8' T-10112' 1SIT TEMP PLASS PLUM - BLACK RE: REV FOR SIDELITE WINDOW 1124 MUDROOM J BIPOLD N 4'-0' T -T ISir Mimi WD 112B GARAGE F SWING 03 SILT T-9 1318" WOOD-PN1 WOOD-PN1 SMIN 113 POWDER K POCKET OB 2'S T-9' 1319 WOOD-PN1 WOOD-PNt 114A OFFICE D SWING W 3'8' T-9117' INT TEMP PLASS PLUM - BLACK 114B OFFICE A SWUNG OS TB' T-9' 115" WOOD -PTD1 WOOD -PNU 1140 KITCHEN N OPSS SWING 11 3'B' 9-9' 12 TEMP PLASS PLUM - BLACK 115 KITCHEN G SLIDING O4 610' 9-V TEMP PLASS PLUM - BLACK 116 PANTRY K MCRET OT T8' T -V 1S'T WOOD-PT01 WOOD-PTO1 119 GARAGE A O.N. MOTORVED 01 1987 9-V 112 WOOD ALUM - BLACK 1204 STORAGE F SWING 00 3'47 T -V ISI] WOOD -K01 WOOD -PON 120B STORAGE F SWING 00 314Y T -T 1S'B' WOOD-PTO1 WOOD-PTO1 202 BEDROOM A SWUNG 06 28' T -T 13R' WOOD-PTO1 WOOD-PTO1 202B CLOSET A SWUNG N 2'S T -V ISR" WOOD-PT01 WOOD-PT01 203 BATHROOM A SWUNG N 2'S T -V ISR" WOOD-PT01 WOOD-PT01 2044 BEDROOM A SANG 06 2'S T -V ISR" WOOD-PT01 WOOD-PT01 2MB BEDROOM 1 BIWLD GO 6'8' T-9 112 WOOD-PN1 WOOD -PNU 205 BATHROOM A SWUNG 05 2'S T-9' 1319 WOOD-PN1 WOOD -PNU 2064 LAUNDRY A SWUNG US 2W T-9' 119 WOOD -PNU WOOD -PNU 20513 LAUNDRY K MOKET OB 2'B' T -V 13'9 W000-PN1 WOOD -PNU 207A MASTERBEOROOM A SWING 06 2'8' T -V 1319 WOOD-PN1 WOOD-PT01 207B MASTER BATH A SWUNG OS T8' T -V ISI] WOOD -K01 WOOD-PTO1 2084 MASTER BATH A SWUNG OB 2W T -V ISI] Mimi WD 20813 MASTER BATH M GLASS SWING 10 T -T T -V NV TEMP GLASS WA VIFSHOWERWIDTHANDCURB 211 LAUNDRY A SWUNG 05 28' T -T 1S'B' WOOD-PNI WOOD -PNU 21M MASTER BEDROOM A SWUNG OB 28' T -T 1S'B' WOOD-FNI WOOD -PNU 212B MASTER BEDROOM G SLIDING 04 6-0' T -F TEMP PLASS PLUM - BLACK 21M MASTER OATH K ROCKET W 2'S T -T ISR" WOOD-PT01 WOOD -PNU 213B MASTER BATH K ROCKET N 2'S T -T 1318" WOOD-PT01 WOOD -PNU 21K MASTER BATH M GLASS SWING 10 2'S T -V 18' TEMP GLASS WA VIFSHOWERWTDTHPNDCURB 2144 MASTERCLOGET K POCKET OT 2'S T -V 118" WOOD-PN1 WOOD -PNU 214B MASTERCLOGET A SWUNG OT 2'S T -V 118" WOOD-PN1 WOOD -PNU 21M BEDROOM J1 SWUNG U6 2'8' T -O' 1319 WOOD-PN1 WOOD -mill 215B CLOSET A SWUNG OS 2'S' T -O' 13'9 Mimi WD 216 BEDROOM A SWUNG OB 2W T -V ISI] Mimi WD 217A BEDROOM A SWUNG OB T8' T -V ISI] WOOD-PTO1 WOOD-PTO1 217B BEDROOM 1 BIFCID O9 914Y T -V 112 WOOD -PNU WOOD -PNU 218 BEDROOM A SWAG OB T8' T-9 13R" WOOD -PNU WOOD -PNU 220 CLOSET L2 BIFOLU N 647 T -V 112 WOOD -PNU WOOD -PNU DOOR TYPES AND HARDWARE GROUPS 1SAT TYPEp GARAGE DOOR. OVERHEAD MOTORIZED. HORIZONTAL WOOD SLAT TO MATCH WD0I COLOR ANO WOOD SPECIES 34RE:� #_ RE: ELEV « WINDOW , SCHED. m F TYPE B SWING ENTRY DOORAND GLASS SIDELITE. SOLID MIN DOOR WITH HORIZONTAL GROOVES TYPE C SWING ALUM DOOR WITH FULL GLASS INSET AND FULL GLASS SIDELITE. TYPED ffiEE TYPE TYPE SWING ALUM DOOR WITH FULL SWING PAINT GRADE SOLID WOOD SLIDING GLASS DOORS, ALUM FRAME SLIDING GLASS DOORS, ALUM FRAME GASSINSET DOORANDPT.WOODFRAME RATED 20 MINS WHERE NOTED 4 J II `JI II II II TVPE J TYPE K SINGLE SWING UDWO SINGLE SOLID ET WOOD R. AN PAINTGRADE SOLID WOOD PAINT GRADE SOLID WOODANDIRIM. DOORPND TRIM. HARDWARE TO BE PROVIDED BY DOOR MANUF. CONFIRM SPECS AND FINISHES WITH DESIGNER. BALL -BEARING HINGES SRLACK) DDDR 3 MORTISERINGHINGESSAGEF 1 MORTISE CYLINDRICAL LOCK PASSAGE FUNCTION (BLACK) 1 FLOOR TOP(BUCK, VIFP 1 THRESHOLD (BLACK, VIF PLACEMENT) 1 THRESHOLD - WEATHERPROOFING STRIP (BUCK) HARMME GROUP03. EXTERbR WO0. 3 BALL-BEARING HINGES (BLACK) 1 MORTISE LOCKSET, PASSAGE FUNCTION(BUi 1 CYLINDRICAL LOOK (BLACK) 1 FLOOR STOP(BUICK, VIF PLACEMENT) 1 THRESHOLO(BUICK) WEATHERPROOFING STRIP (BLACK) REI %%I',I; I; 2 TYPE TYPE NOTE DOUBLE BIFOLD DOORS. SINGLE TEMPERED SUBCATEGORIES FOR PAINT GRADE SOLID WOOD SHOWER DOOR WITH UCHANNEL DOORTYPESINDICATEA SIDELITE RE:EEV+ CHANGEINDOORSIZE WINDOW (EX.JI,J2ARETHESAME SCHED, TYPE, DIFFERENT SIZE). RE: SCHED FOR MORE INFORMATION. TYPE C SWING ALUM DOOR WITH FULL GLASS INSET AND FULL GLASS SIDELITE. TYPED ffiEE TYPE TYPE SWING ALUM DOOR WITH FULL SWING PAINT GRADE SOLID WOOD SLIDING GLASS DOORS, ALUM FRAME SLIDING GLASS DOORS, ALUM FRAME GASSINSET DOORANDPT.WOODFRAME RATED 20 MINS WHERE NOTED 4 J II `JI II II II TVPE J TYPE K SINGLE SWING UDWO SINGLE SOLID ET WOOD R. AN PAINTGRADE SOLID WOOD PAINT GRADE SOLID WOODANDIRIM. DOORPND TRIM. HARDWARE TO BE PROVIDED BY DOOR MANUF. CONFIRM SPECS AND FINISHES WITH DESIGNER. BALL -BEARING HINGES SRLACK) DDDR 3 MORTISERINGHINGESSAGEF 1 MORTISE CYLINDRICAL LOCK PASSAGE FUNCTION (BLACK) 1 FLOOR TOP(BUCK, VIFP 1 THRESHOLD (BLACK, VIF PLACEMENT) 1 THRESHOLD - WEATHERPROOFING STRIP (BUCK) HARMME GROUP03. EXTERbR WO0. 3 BALL-BEARING HINGES (BLACK) 1 MORTISE LOCKSET, PASSAGE FUNCTION(BUi 1 CYLINDRICAL LOOK (BLACK) 1 FLOOR STOP(BUICK, VIF PLACEMENT) 1 THRESHOLO(BUICK) WEATHERPROOFING STRIP (BLACK) REI %%I',I; I; 2 TYPE TYPE DOUBLE BIFOLD DOORS. SINGLE TEMPERED GLASS SWING PAINT GRADE SOLID WOOD SHOWER DOOR WITH UCHANNEL DOORS AND TRIM. SIDELITE HARDWARE TO BE PROVIDED BY DOOR MANUF. CONFIRM SPECS AND FINISHES WITH DESIGNER. HARDWARE GROUP 05 - PASSAGE FUNCTHIN 3 BALLBEARING HINGES(BIUCK) 1 MORTISE LEVER LOCKSET, PASSAGE FUNCTION (BLACK), REJUVENATION TUM BOLO OR EQUAL HARDWARE GROUP 06-PRWACY FUNCTION 3 BALL-BEARING HINGES(BLACK) 1 MORTISE LEVER LOCHSET, PRIVACY FUNCTION (BIAi REJUVENATION TUMBOLO OR EQUAL HARDWARE GROUP OT- PABSAGE POCKET DOUR 1 MORTISE LOCKSET, PASSAGE (BLACK), REJUVENATION LARGE OR EQUAL THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 Hoyt Sheet Lakewood CO 80215 Cell: 816.509.1769 Email: NickWthinkingmodern.com 07.26.21 ISSUE FOR PERMIT 112 Tl, 4'NF �II! II�—I� TYPE N SINGLE TEMPERED GLASS SWING DOOR AND SIDELITE IN 1-117 METAL FRAMED CURTAIN WALL Project Number SYSTEM 21022 RE GROUP OB - PRIVACY POCKET NO MORTISE LOCKSET, PRIVACY (BLACK) REJUVENATIONGORGEOREQUAL 2 FLUSH PLLS (BLACK), REJUVENATION RECTANGULAR FLUSH PULL OR EQUAL HARDWARE LBR 2 WALL MOUNT FU LLACK PUTE HINGE, CRL.OR EQUAL (B 1 8'SQUARED LADDER PULL, CPL. (BLACK) HARDWARE GROUP 11 -OW SWING DOOR IN FRAME HARDWARE TO BE PROVIDED BY ODOR MANUF. CONFIRM SPECS AND FINISHES WITH DESIGNER, Scale As indicated Description SCHEDULES G.300 No more than fifty (50) percent of the total landscaped coverage on the lot shall be comprised of turf. The use of low water demand turf varieties such as buffalo grass, blue grama grass and tall fescue is encouraged. The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861. Prior to issuance of a CO, 2 vee(s) shall be planted within the flrom setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Maximum building coverage in the R-3 zone is 40%. Site near maximum, additional covered patios or accessory structures may not be permitted over this amount exist. as is PCs tied [o protect existing vee/vegetation. —STATER IMM 5950 W 39TH PL SITE PLAN SCALE: 10=1'.00 PROVIDE GATE W. 39th Place 5920 W. 39th Place CUTS AT DRIVEWAYS TO MEET ACCESSIBILITY STANDARDS PER CTTYOFWHEATRIDGE P(Do "zed SSMAI M-609-1, Type 3) NMAMR MAIN—WATER MM—WATER MAINY _____W39THPL ____________ ROW: 30 CONTRACTORTOPROVIDECURB DAProvide new: CUTS AT DRIVEWAYS TO MEET vert. curb and ACCESSIBILITY STANDARDS PER CITVOF WHEOT RIDGE (CDOT Standard M-609-1, Type 3) ansition new goner and si NEW TREES +I 5.33 X PROPERTY LINE 6'4Y 6'4Y a5-0" ALLOWABLE LOT COVEMGE DISTANCE MY EXTEND TO A MAX T FIRE SEPARATION ®40% SENSE 5-0" PROMRTYLINE100' FFE=98'-0" THE UNDERSIDE WITH NOOPENINGS (SOFFIT VENTS) PERMITTED. PORTICO OVERHEAD ALL WALLS TOBE 2 HOUR FIRE IVE NEW 314 WATERLINE FROM TITIONDEMISING WITHIN ZTO S FEET OF ASIDE PARTITDYLPE ABOVE 65 PROPERTY SHALIIONS HOUR 5920 & 924 39THCE PATE IORCONC NEW 34' WATER LINE FROM 8021 WHEAT RIDGE, CO 80212 WHEAT RIDGE 3. ALLN Si BE CONSTRUCTED NEWNCEONTXEUNDR LINES TO BE CONSTRUCTED —STORM— u USINGIF 40 PVC PIPES. SCHEDULEPUMP MAIN AND TO WEST UNIT SUM DISCHARGE LINE. BE CONSTRUCTED FENCE (CHAINLINK) USING SCHEDULE PVC PIPES WITH MIN 2%SLOPE, USING SCHEDULE 40 We PIPES IT DRANARROW 5. MAINANDTOEASTUNIT ;�; O u 112:1 ,tee I NEW4"SCHED40 17" GROU OE IMPACT DURING DEMOLITION OR I I I I I PROPERTY LINE _ 100' Tilt a NEW a SCHED 40 PVC 112'.1 � NOSH AREA EXISTI EINALK INTHI 0PRESERVE IS 4' THICK CONC DRIVE ilk THAT WOULOCROOT THE UNDUE COMPACTION OF THE SOIL WOULY D CAUSE INE ACTION OFTHESOI I e OR SIMILAR 6' THICK CONIC. WALK REFRAIN EXCAVATION EATH THE PY I � � o THETRIBES ROOTS. 118% a PIPINGTNGININ WINDOW WELLSING TO PERIMETER NEW TREES +I 5.33 X FEE =99'-6" LINE OF OVERHEAD ABOVE EXTERIOR CONIC PATIO ELECTRICAL PANEL NEWBTALLSOLID O 7y WOOD CEDAR Q FENCE WITH \ HORIZONTAL METAL CAP O 5920 W 39TH PLACE EAST UNIT ^5412.50'=ARCH IOP -0' 4 SUNKEN LANG FEE_BB OF ELECTRICAL PANEL 6'-3314" TO SW500 I I LOT COVERAGE PROPERTY LINE 1. ZONE LOTSME SUNKEN LNING ALLOWABLE LOT COVEMGE DISTANCE MY EXTEND TO A MAX T FIRE SEPARATION ®40% SENSE LINE OF PROMRTYLINE100' FFE=98'-0" THE UNDERSIDE WITH NOOPENINGS (SOFFIT VENTS) PERMITTED. PORTICO OVERHEAD ALL WALLS TOBE 2 HOUR FIRE IVE NEW 314 WATERLINE FROM TITIONDEMISING WITHIN ZTO S FEET OF ASIDE PARTITDYLPE ABOVE 65 PROPERTY SHALIIONS HOUR 5920 & 924 39THCE PATE IORCONC NEW 34' WATER LINE FROM 8021 WHEAT RIDGE, CO 80212 WHEAT RIDGE 3. ALLN Si BE CONSTRUCTED NEWNCEONTXEUNDR LINES TO BE CONSTRUCTED —STORM— u USINGIF 40 PVC PIPES. SCHEDULEPUMP GAS SERVICE LINE MAIN AND TO WEST UNIT SUM DISCHARGE LINE. BE CONSTRUCTED FENCE (CHAINLINK) USING SCHEDULE PVC PIPES WITH MIN 2%SLOPE, USING SCHEDULE 40 We PIPES IT DRANARROW 5. MAINANDTOEASTUNIT GAS O u GAS METER SLED. I NEW4"SCHED40 ELECTRIC METER GROU OE IMPACT DURING DEMOLITION OR I I I I I UCINJURIESTOTXETREE ONSTRF CEFRAIN CTDN. I I I I NEW a SCHED 40 PVC REFRAIN FROM IPMENi OR I BEION NEATH CONSTRUCTION THE STORING CONSTRUCE OR MATENGAGING 4' THICK CONC DRIVE PVC OR SIMILAR ilk THAT WOULOCROOT THE UNDUE COMPACTION OF THE SOIL WOULY D CAUSE INE ACTION OFTHESOI I e OR SIMILAR 1 S. REFRAIN EXCAVATION EATH THE PY I � � o THETRIBES ROOTS. N m PIPINGTNGININ WINDOW WELLSING TO PERIMETER AS OVERFLOW LY.DRA LLBEA DFAINSMIN MOF SER6'M MU EARTH AND6' VE TED EARTH AND BOTTOM BELOW THE BOTTOM OF THE WINDOW. BELOW THE OF THE WINDOW 10, CONTRACTOR TO NOTIFY SOILS ENNSPRIGIN GEN AFTER EXCAVATION TO REEVALUATE SOL CONDITIONS PRIOR TO EXCAVATION TO RE RTO SUMP PUMP DISCHARGES TO FORMINGOFCONCRETEFOUNDATIONS. 11. GENERA OR SHALL CALL' UTIL OF COLACTOR CENUNDEIR OFCOLORAINCY 00) 967 TO OCATEIFICOTION ffi ATLEA TTIES LEAST 48HOURS PRIOR i0 COMMENCEMENUTILITIESATLEASTN, GENERAL SHALLOW GRAVEL BASIN IN 12, 12,0' LANEPPLCO TOREMAIN DING(T TOREMAINAND SHALLPROVIDE ROWX 1 GRADING p0 PROVIDE POSITIVE DRAINAGE AWAY FROM GR BUILDING)N ACCEPT FINAL w THIS AREA FOR BOTH UNITS 11 GRADING AND FINAL LWDSCPPINGTO BE 2060 Sheol Zr La kewayt LOkew CO 80215 14, 16.5 .1769 PENCE W/ GATE TO BE LOOKEED DAILY.CONSTRUCTION FENCEWGARRI Nic thinks EmOI: NICk�thlDHngmOdem.COm Email: 15, NTOC. SYSTEMS AUTOMATIC IRRIGADON CONTROL SYSTEMS TO BE IRRIGATION 4"THICK CONC. DRIVE WAY E OUT 5'u' filli NON ! SIDESED EW '.. TREED. y ry 541029 LINE OF LINE OF i o I OVERHEAD ABOVE OVERHEAD ABOVE — O 1T m IOPE q a COVERED PORCH GARAGE AB IF E COVERED PORCH E, v _ I 5410.63 -. y STEP N EPD — — — — w I3 "RAGE ErviM 114y111T 2 LINEOFOVERHEAD ABOVE w m I a I I EN R I 7 5924 W 39TH PLACE WEST UNIT IL I. 5412.50=ARCH 100'0' I Ah _ 1 6-21IT'T0F FEE =99'-6" LINE OF OVERHEAD ABOVE EXTERIOR CONIC PATIO ELECTRICAL PANEL NEWBTALLSOLID O 7y WOOD CEDAR Q FENCE WITH \ HORIZONTAL METAL CAP O 5920 W 39TH PLACE EAST UNIT ^5412.50'=ARCH IOP -0' 4 SUNKEN LANG FEE_BB OF ELECTRICAL PANEL 6'-3314" TO SW500 I I LOT COVERAGE PROPERTY LINE 1. ZONE LOTSME SUNKEN LNING ALLOWABLE LOT COVEMGE DISTANCE MY EXTEND TO A MAX T FIRE SEPARATION ®40% SENSE LINE OF 5,427SF=38.6% FFE=98'-0" THE UNDERSIDE WITH NOOPENINGS (SOFFIT VENTS) PERMITTED. PORTICO OVERHEAD ALL WALLS TOBE 2 HOUR FIRE IVE hY0 FIRE HYDRANT TITIONDEMISING WITHIN ZTO S FEET OF ASIDE PARTITDYLPE ABOVE 65 PROPERTY SHALIIONS HOUR 5920 & 924 39THCE PATE IORCONC PATIO 8021 WHEAT RIDGE, CO 80212 WHEAT RIDGE 3. ALLN Si BE CONSTRUCTED NEWNCEONTXEUNDR LINES TO BE CONSTRUCTED —STORM— STORM SEWER USINGIF 40 PVC PIPES. SCHEDULEPUMP GAS SERVICE LINE 5409.67 SUM DISCHARGE LINE. BE CONSTRUCTED FENCE (CHAINLINK) USING SCHEDULE PVC PIPES WITH MIN 2%SLOPE, USING SCHEDULE 40 We PIPES IT DRANARROW 5. ALL EXISNDMAITING TREES T BE RESERVED. IS GAS O NTAIN TEMPORARY SURROUNDING GAS METER SLED. I O ELECTRIC METER GROU OE IMPACT DURING DEMOLITION OR I I I I I UCINJURIESTOTXETREE ONSTRF CEFRAIN CTDN. I I I I ]. REFRAIN FROM IPMENi OR I BEION NEATH CONSTRUCTION THE STORING CONSTRUCE OR MATENGAGING IN OTHER OF ENGAGING IN CAUNKTHAT ilk THAT WOULOCROOT THE UNDUE COMPACTION OF THE SOIL WOULY D CAUSE INE ACTION OFTHESOI I e 1 S. REFRAIN EXCAVATION EATH THE PY I � o FEE =99'-6" LINE OF OVERHEAD ABOVE EXTERIOR CONIC PATIO ELECTRICAL PANEL NEWBTALLSOLID O 7y WOOD CEDAR Q FENCE WITH \ HORIZONTAL METAL CAP O 5920 W 39TH PLACE EAST UNIT ^5412.50'=ARCH IOP -0' 4 SUNKEN LANG FEE_BB OF ELECTRICAL PANEL 6'-3314" TO SW500 I I LOT COVERAGE PROPERTY LINE 1. ZONE LOTSME 14.050 SF ALLOWABLE LOT COVEMGE DISTANCE MY EXTEND TO A MAX T FIRE SEPARATION ®40% SENSE PROPOSED COVERAGE 5,427SF=38.6% PROVIDE GATE Reviewed by the City of Wheat Ridge Engineering Division �•��y APPROVED f/ BY; Mark Van Nattan DATE: 114122 COMMENTS: Approved with comments. Re: redlined Site Plan. SITE NOTES PROPERTY LINE 1. SETBACK PROJECTIONS LESS THAN S' FIRE SEPARATION — — — — LOT DIVISION LINE DISTANCE MY EXTEND TO A MAX T FIRE SEPARATION THE -- DISTANCE WITH I HOUR FIRE RESISTIVE CONSTRUCTION ON IIy SURVEY POINT THE UNDERSIDE WITH NOOPENINGS (SOFFIT VENTS) PERMITTED. PORTICO 2, ALL WALLS TOBE 2 HOUR FIRE IVE hY0 FIRE HYDRANT TITIONDEMISING WITHIN ZTO S FEET OF ASIDE PARTITDYLPE WATER METER 65 PROPERTY SHALIIONS HOUR 5920 & 924 39THCE OVERHEAD UTILITY SERVICE ON THE UNDERSIDE PECURRENR IRO. RLL 8021 WHEAT RIDGE, CO 80212 WHEAT RIDGE 3. ALLN Si BE CONSTRUCTED NEWNCEONTXEUNDR LINES TO BE CONSTRUCTED —STORM— STORM SEWER USINGIF 40 PVC PIPES. SCHEDULEPUMP GAS SERVICE LINE 4. 4. SUM DISCHARGE LINE. BE CONSTRUCTED FENCE (CHAINLINK) USING SCHEDULE PVC PIPES WITH MIN 2%SLOPE, USING SCHEDULE 40 We PIPES IT DRANARROW 5. ALL EXISNDMAITING TREES T BE RESERVED. IS GAS 6. NTAIN TEMPORARY SURROUNDING GAS METER SLED. THE AREA BEAENTAH THTREEINORDER TO THE THEAREABENEATH THETREEINORDERTO ELECTRIC METER GROU OE IMPACT DURING DEMOLITION OR UCINJURIESTOTXETREE ONSTRF CEFRAIN CTDN. ]. REFRAIN FROM IPMENi OR BEION NEATH CONSTRUCTION THE STORING CONSTRUCE OR MATENGAGING IN OTHER OF ENGAGING IN CAUNKTHAT ilk THAT WOULOCROOT THE UNDUE COMPACTION OF THE SOIL WOULY D CAUSE INE ACTION OFTHESOI HNTHETRFRO ROOT ZONE. 1 S. REFRAIN EXCAVATION EATH THE PY THATW ULDCAUSEUN O DESTRUCION OF THE TREE THAT WOULD CAUSE UNDO E DESTRUCTION OF THETRIBES ROOTS. 9. PIPINGTNGININ WINDOW WELLSING TO PERIMETER AS OVERFLOW LY.DRA LLBEA DFAINSMIN MOF SER6'M MU EARTH AND6' VE TED EARTH AND BOTTOM BELOW THE BOTTOM OF THE WINDOW. BELOW THE OF THE WINDOW 10, CONTRACTOR TO NOTIFY SOILS ENNSPRIGIN GEN AFTER EXCAVATION TO REEVALUATE SOL CONDITIONS PRIOR TO EXCAVATION TO RE RTO FORMINGOFCONCRETEFOUNDATIONS. 11. GENERA OR SHALL CALL' UTIL OF COLACTOR CENUNDEIR OFCOLORAINCY 00) 967 TO OCATEIFICOTION ffi ATLEA TTIES LEAST 48HOURS PRIOR i0 COMMENCEMENUTILITIESATLEASTN, GENERAL 12, CONTRACTORTO PROTECT TO PROTECT ALL EXISTIMA LANEPPLCO TOREMAIN DING(T TOREMAINAND SHALLPROVIDE ROWX GRADING p0 PROVIDE POSITIVE DRAINAGE AWAY FROM GR BUILDING)N ACCEPT FINAL FINAL LADAREASREADYTO DANCING AND FINAL LANDSCAPING. 11 GRADING AND FINAL LWDSCPPINGTO BE 2060 Sheol PROVIDED BY OTHERS PROVIDED La kewayt LOkew CO 80215 14, 16.5 .1769 PENCE W/ GATE TO BE LOOKEED DAILY.CONSTRUCTION FENCEWGARRI Nic thinks EmOI: NICk�thlDHngmOdem.COm Email: 15, NTOC. SYSTEMS AUTOMATIC IRRIGADON CONTROL SYSTEMS TO BE IRRIGATION 17. ANY PUBLICSDEWALKS OVER 2% CROSS SLOPE SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S SOLE EXPENSE. 18. NO MORE THAN FIFTY PERCENT ssro OF THE TOTAL LANDSCAPED COVERAGE ON THE LOT SHALL B E COMPRISED OF TURF. THE USE OF LOW WATER DEMAND TURF VARFIDES SUCH AS BUFFALO GRASS, BLUE DRAWN GRASS AND TALL FESCUE IS ENCOURAG ED. 19, NO LESS THAN TWENTYLFIVE PERCENT (25%) OF THE GROSS LOT AREA AND NO LESS THAN ONE H UNDRED PERCENT 1. The proposed curb, gutter and sidewalk should be connected to the existing curb, gutter and sidewalk on the east side of the property. This will require work in the ROW (see note 2.) and on the private property to the estThe work on private ppe ty shall he presented to the adjacent owner and written approval obtained from the ner. Thus then shall be submitted to the City for review and approval n'o to the stat of that construction, This may include utility adjustment/ location in the transition (for which approval may be required), 2. A ROW Construction Permit shall he required prior to the Start of any work in the ROW. Contact Public Works at 303-205-7615. 3. New Drive Cuts shall be CDOT Standard M-609-1, Type 1 (modified) - see attached detail 4. ROW dedication to the City is required (9.5' wide) through the process of a Warranty Deed (example to be provided by the City). 5. Final grading within the east and west side setbacks shall be such as to protect the adjacent properties from stormwater runoff. Ir3r22 GRAPHIC LEGEND 07.26.21 ISSUE FOR PERMIT 1 10.05.21 ENGINEERING COMMENTS SITE Project Number 21022 Seale As indicated Description SITE PLAN A0e100 PROPERTY LINE ADJACENT PROPERTY LINE — — — — LOT DIVISION LINE — — — — SEE SETBACKS -- ROOFOUTLINE IIy SURVEY POINT WV Vol M WATER VALVE hY0 FIRE HYDRANT O WATER METER 65 SANDPARY SEWER MANHOLE —0HU}-OHIO OVERHEAD UTILITY SERVICE ­S� SANITARY SEWER LINE —WATER— WATER SERVICE LINE —STORM— STORM SEWER ­S� GAS SERVICE LINE —K—x— FENCE (WOOL FENCE (CHAINLINK) DRANARROW UTILITYPOLE GAS 0 GAS METER SLED. ELECTRIC METER Project Number 21022 Seale As indicated Description SITE PLAN A0e100 dCA W Neatqu & m Y �O�hrng OMso \Gj I I CONSTRUCTION - 1ST FLOOR SCALE: 1/4"=1'4' I� 1 I II II I II I � I � SHEET NOTES I � CONST. NOTES SHEET NOTES 01 GASFIREPLACf. GC TO REFERTOCUTSHEET F]R PoLMNIN 1. DO NOT SCALE DRAWINGS. DIMENSIONS REQUIRED FOR EQUIPMENT. RESHEETA1.300 2. ARCHITECTURE ELEVATION 100'0'=CIVILBpiR.00' FIREPLACE $AIR 3. REFER TO SIM PLAN FOR SITE IMPROVEMENTS AND PROJECT PROVIDESERIES HI MR M18 ISO LG PROVIDE H4FDfWILATSTNR FERIDi01RG N1 V. SCOPE OUTSIDE OF BUILDING. 4. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS w PROVIDE 34.5' H 2X6 PONY WALL AT ISLAND LOCATION. AND CONDITIONS, BOTH ON PLANS AND IN FIELD, AND BE RESPONSIBLE FOR ANY ADJUSTMENTS AND CORRECTIONS. 5. USE ROT RESISTANT WOOD FOR ALL SILL PLATES AND WALL PLATES IN CONTACT WITH CONCRETE. 8. ALL DMENSII ARE MEASURED FROM FACE OF STUD, ONO. I. ALL DOORS HAVE A 412' FRAME JAMB. UNO, 8. DOOR$ IN CLOSETS TO BE CENTERED UNLESS DIMENSIONED OTHERWISE, 9. VINDICATES DIRECTION OF&ORE DOWN. 10, ALL STAIR OPENINGS AND DIMENSIONS TO BE VE RIF IED IN FIELD AND COORS PRIOR TO CONSTRUCTING OPENINGSANDSTAIRS. 11, ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE REQUIREMENTS OF CURRENT IRC. 12, RISERS NOT TO EXCEED 1314'. TREADS MUST BE MNINDS DEPTH OF IC', 13, GARAGE SLABS TO SLOPE AT 114' PER FOOT MINIMUM PER STRUCTURAL. VIF GRAPHIC LEGEND AGREQUIREDNUMBEROFSTAIRRISERS BUBSANGARAGE. 11, INTERgRR00RSLABS. COORDINATE DESIGNER ERIFYAND COORDINATE OF MCESSAR A DUCTIELD LOCATIONS PLUMBING LOCATIONS PNICALDATION. I(PND PLUMBING EXISTING TO REMAIN PRIORI DN. EQUIPMENT PRIOR 15, PROVIDENEWINOWNERTRIM AND CASING AS SELECTED BY TRIM AN OLL EXISTING TOLE DDAOLISHED 17. ALL EXTERIOR WALLS NUCH EXTENOR WALLS SHALL EER-20 11. TORECEIVEKRAFT FACE ALL EXTERIOR WALLS TO RECENE R-20 KRAFT BATT INSULATION N 0, NEW PARTITION 18, ALL INTERIOR WALLS SHALL BE2%4016'O.C. ONO. WE WALLS SHALL BE MILLWORK 19, ALL BASEMENT WALLS WALE CONCRETE WALL PER SALL TRUCTURAL, HABITABLEID SPACES, $FILL MILLWORKABOVE FURRING WNDEFURRING WIN R-2 POLYISO RIGT INFILL FURRING WALLCAVITY WITH R-20 PoLYISORIOIO INSULATION LATIONDIMENSIONS NO WORK ED IN AREA OR ORKREQUIR 20. ALL ARE TO FACE OFSTUD. NOT 21, GC RESPONSIBLE FOR MAINTAINING DIMENSIONS AS INDICATED ON THE DRAWINGS. WHERE DIMENSIONS CANNOT BE MAINTAINED, THE DESIGNER SHALL BE NOTIFIED PRIOR TO DOOR REFERENCE NUMBER: O CCMMEWEMENTOFWOIM RE: DOOR SCHEDULE 22, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING & INSTALLING BRACING AND IN-WALUIN CEILING BLOCKING OF 0 WINDOW TAG, RE: WINDOW SCHEDULE ALL PARTITIONS RECENING MILLWORK SHELVING PLUMBING FIXTURES, FURNITURE HANGING STRIPS, EQUIPMENT,AN. ETC. AS REQUIRED. COORDINATE REQUIREMENTS WITH EQUIPMENT PROVIDERS. 0, ALL NEW EXTERIOR DOORS AND WINDOWS TO HAVE 030 FENESTRATION U -FACTOR OR BETTER. 24, FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED IN CONCEALED SPACES PER R302.11 & R302.12. 0. SOLAR- READY PROVISIONS PER 1103.9, T10391RA103N ELECTRICAL SERVICE SPACE. THE MAIN ELECTRICAL PANEL SHALL HAVE ARESERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CISCO IT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED FOR FUTU RE SOLAR ELECTRIC.THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR THE MAIN BREAKER. 26. RADONCONMOLMETHODSSHALLCOMPYWNHAPPENDVF, SECTION AF103 ROOF TYPES TYP. ROOF ASSEMBLY, LOW SLOPE ROOF ONO. R91 ROOF DECKING OVER ROOF STRUCTURE PER STRUCTURAL DESIGN OVERFRAME CRICKETS TO SLOPE ROOF AND PROVIDE POSITIVE DRAINAGE TO ROOF DEIN POINTS, WITH R49 MIN. INSULATION, PROVIDE MIN R 20 SPRAY FOAM INSULATION IN COMBINMON WITH R 29 BATT INSULATION, AND BIT GYP. BOARD, NO VAPOR BARRIER ON UNDERSIDE OF ROOF STRUCTURE, EMM ROOF FIN ON INSTALLED PER CANOPIES, UNO. R02 ROOF DECKING OVER ROOF STRUCTURE PER STRUCTURAL DESIGN, OVERFRAME CRICKETS TO SLOPE ROOF AND PROVIDE POSITIVE DRAINAGE TO ROOF DEIN PONTIS. SOFFIT BOARD ON THE UNDERSIDE OF STRUCTURE, RE: FIRE PROTECTION SHEETS FOR CANOPY RATING AND DETAILS I NOTE: PROVIDE GREEN BOARD I FIBER BOARD AT WE LOCATIONS, TYP. WALL TYPES TYR, EXTERIOR WALL, U.N.O. NOT KEYED IN PUNS) W01 M6 WOOD STUDS@IVO.C.WRH R-20 MIN., BATTINSULATION, EXTERIOR: SHEATHING, WEATHER BARRIER AND EXTERIOR FINISH PER EXTERIOR ELEVATIONS, PROVIDE PROPER BACKING FOR EXTERIOR FINISH PER MANUFACTURERS SPEC. INTERIOR: 12' GYP BOARD OVER VAPOR BARRIER PROVIDE PROPER BACKING FOR INTERIOR FINISH PER MANUFACTURERS SPEC. TYR, INTERIOR WALL, U.N.O. NOT KEYED IN PLANS) W02 2%4 WOOD STUDS@ IV O.C. WITH 12' GYP. BOARD ON BOTH SIDES, ACC ICAL INSULATION AS DIRECTED BY OWNER, PROVIDE PROPER BACKING FOR INTERIOR FINISHES PER MANUFACTURERS SPEC., ALLOW FOR FLOAT ®WALLS PLACED OVER COW, SUB, PER SOILS REPORT, M6 WOOD STUDS@ PLUMBING WALL, EXTEND TO ROOF STRUCTURE ABOVE OCONCRETE FOUNDATION I BASEMENT WALL(NOT KEYED IN PLANS1 Wm 8- SITE CAST CONCRETE WALL PER STRUCT. 2X4 WOOD STUD FURRING WALL 0ITO.C. FILLED WITH R 15 KRAFT FACED BATT INSULATION - INTERIOR. 10 GYP BOARD OVER VAPOR BARRIER PROVIDE PROPER BACKING FOR INTERIM FIN ISH PER MANUFACTURERS SPEC, ALLOW FOR FLOAT@WALLS PLACED OVER COMIC. SLAB. PER SOILS REPORT GARAGE I LIVING SPACE SEPARATION WALL WD4 2X6 WOOD STUDS 0 1 V RQ WUH R-20 MIN., BATT INSUUTDN INTERIOR: 12' GYP BOARD ON BOTH SIDES, VAPOR BARRIER, PROVIDE PROPER RACKING FOR INTERIOR FINISH PER MANUFACTURERS SPEC. O 2 HR DEMISING WALL -UB L DESIGN IMAELOU313. OR RE: FIRE PROTECTION ANS WD 10GYPOOMD 2X6 WOOD STUDS 018'0 G. ACCOUSTICAL INSULATION VWAIRSPACE 1 -GYPSUM PANEL WITH H CHANNEL 1"GYPSUM PANEL WITH H CHANNEL 3R'AIR SPACE all WOOD STUDS ®1V O.C., ACCOUSTICAL INS U ATOM 10GYPOOMD NOTE: PROVIDE FIREBLOGKING AT EACH LEVEL AND FOR THE FULL HEIGHT OF THEA' AIR SPACE AT 109° ON CENTER I NOTES:I.PROVIDE GREEN BOARD I FIBER BOARD AT NET LOCATIONS, TYR FLOOR TYPES CONCRETE SUB ON GRADE LLN 0. F01 CONCRETE SLAB PER STRUCTURAL DESIGN OVER IO ML VAPOR BARRIER PER CODE OVER 4- COMPACTED GRAVELONCOMPACTEDSOL SLOPE 114' PER FOOT IN GARAGE TYR INTENDS FLOOR, LLN.@, F02 PLYWOOD SUBFLOOR OVER FLOORSTRUCTURE PER STRUCTURAL DESIGN ANDGAT GYP BOARD ON THE UNDERSIDE OF STRUCTURE (NO GYP. BOARD IF LOCATED OVER CRAWLSPACE), FLOOR RISEN OVER UNDERLAYMENT, ACCOUSTICAL INSULATION PER OWNER REQUIREMENT, ROOF DECK, ONO. F09 COMPOSITE DECKING WAS$ ON ADJUSTABLE PEDESTALS OR PT LUMBER LOW SLOPE ROOF STRUCTURE NOTE: PROVIDE GREEN BOARD AT NET LOCATIONS. TYR, THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 Hoyt Sheet Lakewood CO 80215 Cell: 816.509.1769 Emal: NicWlMinkingmodern.com Project Number 21022 lEIEEEEEEEl Scale 1/4" = 11.01k Description CONSTRUCTION - FIRST FLOOR A1.201 dCA W Nea ,q eO�byn� °c SIDE SETBACK 11B T" r— I I I I I I I I I II I I I I I 1 II I I 1 I I 9'-11510',- SEE ROOF PLAN SECONDSM. SETBACK I I SEE ROOF PLAN 1 I I 1 II I I I a•-0va• I B3' 6-7112 16'-91C I I I M� MM I 2028 5'-]1R" 5'-]1/2" 2'E• — 3'E 112" II I BATHROOM 2028 I 205 BATHROOM 1 OS I 03 El EDv o 205 Ji 05 Ji 05 1 I I I 1 II I I tl R 2048 202 AA m Q BEDROOM CLOSET G 1 06 PWA 20aB 1 SEE ROOF PLAN � � h I I h I I 2'E" 0-10" ` I I m DD J106 I I I 1 I I I II I I I$ II 1z � I In II I I I I I I I II D' J10 D] q J1D5 5'6 MASTER BATH 08 a s'a• SLU z-91,2 00B R I 1 MASTER I CLOSET 09 I I I 7-0' ,1'46 112',. 00 BEDROOM 20M F CC 24 SM" Tb IMP BELOW I I I I I i 6 7 6 9 10 11 12 51-0' SIDE SETBADK� CONST. NOTES SHEET NOTES 201 GP -9112" 4•-9112'• 1T-11 WWI M -B" 10'-0" 10, ALL STAIR OPENINGS AND DIMENSIONS TO BE VERIFIED IN 01 GASFIREPL1Cf GC TO REFERTOCUTSHEET F]R POLMNIN Rmshall 1. DO NOT SCALE DRAWINGS. gMENSIONSREQUIREDFOREWIRAENi.REEEETA1.300 m PN with code 1 -101IY 1 -10112" 04 OS 2, ARCHITECTURE ELEVATKIN 10)'-0'=CIWLSAI2.111' SERIES FIXt FIREPIACE $PECIFICAl10N. THE nwdall shall 0E I I 1 REFERTO SIM PLAN FOR SITE IMPROVEMENTSAND PROJECT M1 PROVIDE HNLRNLATSTAIR MRD18 IRC 03117. PN with 'Vol A3.ID2 A31C2 I I SCOPE OUTSIDE OF BUILDING. 4 CONTR01TOIgSHA11-HONINEANDVES 04 PROVIDE 34.5"H2X6PONY WPLLATISIANOLOCATION . �I PORTICO CC — — — AMBN— — — AND IFALDIMEAND EONS Dry nR SANDSTAIRS. I I RESPONSIBLE FOR ANY ADJUSTMENTS AND CORRECTIONSAND . S. USE ROT RESISTANT WOOD FOR ALL SILL PLATES AND WALL 5920& 5924 W 39TH PLACE PLATES IN CONTACT WITH CONCRETE. WHEAT RIDGE, CO 80212 11, ALL STAIRS ANDSTEPS PROVIDING EGRESS MUST MEET THE r —I S. ALL R$ INCOSETS TO BE CENTEREDED FACEUNLESS DI STUD,ONO. DOORSHNSARE EASUREJAMB, UNC. S. DCORSINCLOSE15 i0 BE CENTERED UNLESS DIMEN$IONEO OTHERWISE, IV -03M' B. INDICATES DIRECTION OFSLOPE OOVM. REQUIREMENTS OF CURRENT IRC. I I 7-0' ,1'46 112',. 00 BEDROOM 20M F CC 24 SM" Tb IMP BELOW I I I I I ` LDFT I I I I 201 I 10, ALL STAIR OPENINGS AND DIMENSIONS TO BE VERIFIED IN A Rmshall m PN with code setlbn 8311.7, nwdall shall FIELD AND COORDINATED PRIOR TO CONSTRUCTING PN with 311.].8 CC — — — AMBN— — — Dry nR MANUFACTURERS SPEC, ALLOW FOR FLOAT ®WALLS PLACED OVER CONC. SLAB. PER SOILS REPORT T -C' • 1'-3• I I I 21]A W J1 06 BATHROOM MM O GARAGE I LIMING SPACE SEPARATION WALL 21B I W04 2X6 WOOD STUDS ®1F O.C. WIT H&20 MIN., BATT INSULATION INTERIOR: IU' GYP BOARD ON BOTH SIDES, VAPOR BARRIER, PROVIDE PROPER BACKING FOR INTERIOR 01 8 I FINIS APER MANUFACTURERS SPEC. JI 06 6 9C E 2 HR I I DD O 1G'GYP (SING WALL -0L DESIGN p11388.kU3]3.ORkU3]S. RE: FIRE PROTECTION BANS 1R•GYPDSTU — WAIRSPACEDSQ$18'O G. ACWUSTICAL INSULATION I 9 2PB I 1" GYPSUM PANEL WITH H CHANNEL O Dy — 1" GYPSUM PANEL WITH H CHANNEL 3M'AIR SPACE CC 9 BEpR M CL09ET I 2X6 WOOD STUDS ®1F O.C., ACWUSTICAL INSULATKMI - zits zne II I 10GYPBOARD 9 NOTE: PROVIDE FIREBLOCKING AT EACH LEVEL AND FOR THE FULL HEIGHT OF THEE' " AIR SPACE AT 101.ON CENTER I I I CC II I I 1 b A I 10'-11118•TO FINISH NOTES (.PROVIDE GREEN BOARD IFIBER BOARD AT NET LOCATIONS, ttP. I I I OTT 187 446 I I 1 FLOOR TYPES I I I I I 1 CONCRETE STAB ON GRADE JN0. I I I I FOf CONCRETE SINO PER STRUCTURAL DESIGN EVER 10 ML VAPOR BARRIER PER CODE OVER 4' COMPACTED I I I I GMVELONCOMPACTEDSOL SLOPE 114' PER FOOT IN GUNGE SEE ROOF FLAN 1 1� F02 TYR INTERIOR FLOOR, U.N.O. PLYWOOD SUBLOOR OVER FLOOR STRUCTURE PER STRUCTURAL DESIGN AND 50' GYP BOARD ON THE UNDERSIDE OF STRUCTURE (NO GYP. BOARD IF LOCATED OVER CRAWLSPACE), FLOOR FINISH OVER UNDERLAYMENT, ACCOUSTICAL INSULATION PER OWNER REQUIREMENT, I I I I ROOF DECK, ONO. F09 COMPOSITE DECKING SEARS ON ADJUSTABLE PEDESTALS OR PT LUMBER RIPPED TO MATCH ROOF SLOPE OVER 1 I I I I I LOW SLOPE ROOF STRUCTURE Project Number I NOTE: PROVIDE GREEN BOARD AT NET LOCATIONS. ttP. 21022 MENNEN Scale 114"_110" II I I I I I I I I I I IIDescription CONSTRUCTION - 2ND FLOOR SCALE14"=1'-0.. 60 MENOMINEE CONSTRUCTION - SECOND FLOOR A1.202 OPEN TO BELOW I I I I I I I I I I I I MANUFACTURERS SPEC, ALLOW FOR FLOAT ®WALLS PLACED OVER CONC. SLAB. PER SOILS REPORT T -C' • 1'-3• I I I 21]A W J1 06 BATHROOM MM O GARAGE I LIMING SPACE SEPARATION WALL 21B I W04 2X6 WOOD STUDS ®1F O.C. WIT H&20 MIN., BATT INSULATION INTERIOR: IU' GYP BOARD ON BOTH SIDES, VAPOR BARRIER, PROVIDE PROPER BACKING FOR INTERIOR 01 8 I FINIS APER MANUFACTURERS SPEC. JI 06 6 9C E 2 HR I I DD O 1G'GYP (SING WALL -0L DESIGN p11388.kU3]3.ORkU3]S. RE: FIRE PROTECTION BANS 1R•GYPDSTU — WAIRSPACEDSQ$18'O G. ACWUSTICAL INSULATION I 9 2PB I 1" GYPSUM PANEL WITH H CHANNEL O Dy — 1" GYPSUM PANEL WITH H CHANNEL 3M'AIR SPACE CC 9 BEpR M CL09ET I 2X6 WOOD STUDS ®1F O.C., ACWUSTICAL INSULATKMI - zits zne II I 10GYPBOARD 9 NOTE: PROVIDE FIREBLOCKING AT EACH LEVEL AND FOR THE FULL HEIGHT OF THEE' " AIR SPACE AT 101.ON CENTER I I I CC II I I 1 b A I 10'-11118•TO FINISH NOTES (.PROVIDE GREEN BOARD IFIBER BOARD AT NET LOCATIONS, ttP. I I I OTT 187 446 I I 1 FLOOR TYPES I I I I I 1 CONCRETE STAB ON GRADE JN0. I I I I FOf CONCRETE SINO PER STRUCTURAL DESIGN EVER 10 ML VAPOR BARRIER PER CODE OVER 4' COMPACTED I I I I GMVELONCOMPACTEDSOL SLOPE 114' PER FOOT IN GUNGE SEE ROOF FLAN 1 1� F02 TYR INTERIOR FLOOR, U.N.O. PLYWOOD SUBLOOR OVER FLOOR STRUCTURE PER STRUCTURAL DESIGN AND 50' GYP BOARD ON THE UNDERSIDE OF STRUCTURE (NO GYP. BOARD IF LOCATED OVER CRAWLSPACE), FLOOR FINISH OVER UNDERLAYMENT, ACCOUSTICAL INSULATION PER OWNER REQUIREMENT, I I I I ROOF DECK, ONO. F09 COMPOSITE DECKING SEARS ON ADJUSTABLE PEDESTALS OR PT LUMBER RIPPED TO MATCH ROOF SLOPE OVER 1 I I I I I LOW SLOPE ROOF STRUCTURE Project Number I NOTE: PROVIDE GREEN BOARD AT NET LOCATIONS. ttP. 21022 MENNEN Scale 114"_110" II I I I I I I I I I I IIDescription CONSTRUCTION - 2ND FLOOR SCALE14"=1'-0.. 60 MENOMINEE CONSTRUCTION - SECOND FLOOR A1.202 10, ALL STAIR OPENINGS AND DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATED PRIOR TO CONSTRUCTING I I SANDSTAIRS. 11, ALL STAIRS ANDSTEPS PROVIDING EGRESS MUST MEET THE IV -03M' REQUIREMENTS OF CURRENT IRC. SEE ROOF PLAN SECOND STORY SETBACK 12, RISERS NOT TO EXCEED 7 W. TREADS MUST BE MINIMUM DEPTH OF IO'. 13, GARAGE SLABS TO SLOPE AT 114' PER FOOT MINIMUM PER REQUIRED NUMBER OF STAIR RISERS STRUCTURAL VIE RAPHIC LEGEND GRAPHIC BETWEEN AGE. 11, SAVES AND INTERISLABS. DH DESIGNER SSNECESSARY. FIELD VERIFY ANDCOORDINATE LOCATIONS PNICALDW(PNO PLUMBING EXISTING TO REMAIN ENPRIOR TO INSTALLATION. — — — — — _ 15. PROVIDE NEW INTERIOR TRIM AND CASING S$SELECTED BY ANDADRONEEXISTINGiOBEDEMOISHED 1, ALL EXTERIOR W&LSSHALLBE 26®1URQ 17. ALL EXTERIOR LLS TO RECEIVE R-20 KRAFT FACED BATT INSULATIONULNO. ' NEN PARTITION 1 18 ALL INTERIOR WALLS SHALL®0.0 2%4@16'O.C. U.N.O. WE WALLSSMLLBE2r8 MILLWORK 19, ALLEXTERIOR BASEMEN WALLS TO BE CONCRETE WALL PER STRUCTURAL, PRONDE FURRING WALL AT HABITABLE SPACES, MILLWORKABOVE SEE ROOF PLAN INFILL FURRING WALL CAVITY WITH R-20 POLYISO RIO10 INSULATION NO OR IN AREA OR LATIONDIMENSIONS 20. ALL ARE TO FACE OFSTUD. NOT INCONTRACTREQUIRED N CONT I 21, GC RESPONSIBLE FOR MAINTAINING DIMENSIONS AS INDICATED ON THE DRAWINGS. WHERE DIMENSIONS CANNOT I BE MAINTAINED, THE DESIGNER SHALL BE NOTIFIED PRIOR TO DOOR REFERENCE NUMBER: 2060 Hoyt Sheet CCMMMCEMENTOFWORK. O RE: DOOR SCHEDULE LOkeva Od, SO 80215 22, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHNGB Cell: 816.509.1769 INSTALLING BRACING AND IN-WALLIIN CEILING BLOCKING OF 0 WINDOW TAG, RE: WINDOW SCHEDULE Enrol: NICk1i1MrIkingrrodeTRCOm ALL PARTITIONS RECEIVING MILLWORK, SHELVING, PLUMBING I FIXTURES, FURNITURE HANGING STRIPS, EOUIPMENT.AN. ETC. T-0' B-0' '312 13'5" 4'-0' AS REQUIRED. COORDINATE REQUIREMENTS WITH EQUIPMENT PROVIDERS. iRd 11B'TO FINISH 0, ALL NEW EXTERIOR OWNS AND WINDOWS TO HAVE 090 DD 00 NN ©M IFENESTRATION U -FACTOR OR BETTER. 24, FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED IN CONCEALED SPACES PER R302.11 & R302.12. 2U SOLAR- READY PROVISIONS PER T103.9, T10391RA103T ELECTRICAL SERVICE SPACE. THE MAIN ELECTRICAL PANEL e JE N SHALL HAVE ARESERVEDSPACE TOALLOW INSTALLATION OF A DUAL POLE CIRCU IT BREAKER FOR FUTURE SOLAR ELECTRIC URESOLAR wINSTALLATIONANDSMLLBELABELEDTORFU ELECTW.. THE RESERVED SPACE SHALL BE POSITIONED AT 2130 MASTER CL2OSET {Mf,&�} I THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR THE MAIN BREAKER. MASTER K308 M 10 I 26, RAOONWNIROLMETHODSSHALLCOMPLYWIIHAPPENDVF, SECTIgJAF103 BEDROOM•r MASTER BAT 212 0 1 F21-3 K 0 I 214B I 1 0 . . . . _ Q — — — K&07 ROOF TYPES w LAUNDRY I 21M 211 R11 DI b O1 J1 06 J1 05 A3.100 TYP ROOF ASSEMBLY, LOW SLOPE REEFUN.O. — I— R01 HOUR DECKING OVER ROOF STRUCTURE PER STRUCTURAL DESIGN, ONERFRAME CRICKETS TO SLOPE — _ ROO MDPROVIDEPOSMVEDMINAGETOROOFDMIN POINTS, WITH R49 MIN. INSULATION, PROVIDE MIN R 20 SPRAY FOAM INSULATION IN COMBINNON WITH R 296ATTINSULATDR AND 518•GYP BOARD NO VAPOR BARRIER ON UNDERSIDE OF ROOF STRUCTURE, EMM ROOF FINISH INSTALLED PER p.-1- •Stabs shall 101 MANUFACTURERS RECOMMENDATONS -narmtle NOTE: NO INSULATONOVERGARAGEWao r8EE Fl31(1hFaamdrvl shallORYDECK CFOR MORE DETAILS m m OY w1h 3113.8 W I I b CANOPIES, ONO I I R02 ROOF DECKING OVER ROOF STRUCTURE PER STRUCTURAL DESIGN, MEREMME CRICKETS TO SLOPE O ROOF AND PROVIDE POSITIVE DMIMGE TO ROOF GRAIN POINTS. SOFFIT BOARD ON THE UNDERSIDE OF I STRUCTURE, RE: FIRE PROTECTION SHEETS FOR CANOPY RATING AND DETAILS I _ _ _ II I NOTE: PROVIDE GREEN BOARD I FIBER BOARD AT WET LOCATIONS, TYP. z 1ption MEN 71 WALL TYPES 0) g1 ISS EMFOR PERMIT 3 3'A 1R' LLNO, WOT KEYED IN PLANSI 2X6 WOEXTERM DSTUDS@ I 2Xfi WOW STUDS�I6'WEATHER BARRIERAND EXTERIATION, PER E)(TERIOR ELEVATIONS, PROVIDE EXTERI0P TPROPER B:SHEATCKING FIOREXTERIOR WISH PER MANUFACTRERSH PRORIORACKING FOREXIOVER FINISH RSSPEC. BAR TER PR VIDE BOPPD OVER VAPoRBPARIER PROVIDE PROPER RACKING FOR INTERIOR FINISH PEP J6D MFNUFACTURERS SPEC. MANN ACTR' RS HALLWAY 2-0, I'I D INGYP RANRD2X4 LLNO,WIT 2X4 WOIERIOR DSUDALL. 10 , ACOUSTICAL INSULATIONS$ DIRECTED WOW STUDS,D WITH 17 GYP. OR BOTH II I OW PROPE INTER P RMANUFACTURERS SPECSOSOB ALBY FR FLOVIDE AT@WALLS PLACKING DOVER CW,SIOW, PER SOILS NC. STAB, PERSOILS REPORT, 2Xfi WOW STUDS®PLUMBING WLOWXTEND TO ROOF TRUCT R ABOVE WALL, E%TEND TO ROOF STRUCTUREPBOVECLOSET150B]1'3' LOSE DD — — I c CONCRETE FOUNDATION I BASEMENT WALL (NOT KEYED IN PLANSI O W SITE CAST CONCRETE WALL PER STRUCT. 2X4 WOW STUD FURRING WALL Q I6'OC. FILLED WITH R 15 KRAFT FACED BATT INSULATION ' INTERIOR. IIT GYP BOARD OVER VAPOR BARRIER PROVIDE PROPER BACKING FOR INTERIM FINISH PER MANUFACTURERS SPEC, ALLOW FOR FLOAT ®WALLS PLACED OVER CONC. SLAB. PER SOILS REPORT T -C' • 1'-3• I I I 21]A W J1 06 BATHROOM MM O GARAGE I LIMING SPACE SEPARATION WALL 21B I W04 2X6 WOOD STUDS ®1F O.C. WIT H&20 MIN., BATT INSULATION INTERIOR: IU' GYP BOARD ON BOTH SIDES, VAPOR BARRIER, PROVIDE PROPER BACKING FOR INTERIOR 01 8 I FINIS APER MANUFACTURERS SPEC. JI 06 6 9C E 2 HR I I DD O 1G'GYP (SING WALL -0L DESIGN p11388.kU3]3.ORkU3]S. RE: FIRE PROTECTION BANS 1R•GYPDSTU — WAIRSPACEDSQ$18'O G. ACWUSTICAL INSULATION I 9 2PB I 1" GYPSUM PANEL WITH H CHANNEL O Dy — 1" GYPSUM PANEL WITH H CHANNEL 3M'AIR SPACE CC 9 BEpR M CL09ET I 2X6 WOOD STUDS ®1F O.C., ACWUSTICAL INSULATKMI - zits zne II I 10GYPBOARD 9 NOTE: PROVIDE FIREBLOCKING AT EACH LEVEL AND FOR THE FULL HEIGHT OF THEE' " AIR SPACE AT 101.ON CENTER I I I CC II I I 1 b A I 10'-11118•TO FINISH NOTES (.PROVIDE GREEN BOARD IFIBER BOARD AT NET LOCATIONS, ttP. I I I OTT 187 446 I I 1 FLOOR TYPES I I I I I 1 CONCRETE STAB ON GRADE JN0. I I I I FOf CONCRETE SINO PER STRUCTURAL DESIGN EVER 10 ML VAPOR BARRIER PER CODE OVER 4' COMPACTED I I I I GMVELONCOMPACTEDSOL SLOPE 114' PER FOOT IN GUNGE SEE ROOF FLAN 1 1� F02 TYR INTERIOR FLOOR, U.N.O. PLYWOOD SUBLOOR OVER FLOOR STRUCTURE PER STRUCTURAL DESIGN AND 50' GYP BOARD ON THE UNDERSIDE OF STRUCTURE (NO GYP. BOARD IF LOCATED OVER CRAWLSPACE), FLOOR FINISH OVER UNDERLAYMENT, ACCOUSTICAL INSULATION PER OWNER REQUIREMENT, I I I I ROOF DECK, ONO. F09 COMPOSITE DECKING SEARS ON ADJUSTABLE PEDESTALS OR PT LUMBER RIPPED TO MATCH ROOF SLOPE OVER 1 I I I I I LOW SLOPE ROOF STRUCTURE Project Number I NOTE: PROVIDE GREEN BOARD AT NET LOCATIONS. ttP. 21022 MENNEN Scale 114"_110" II I I I I I I I I I I IIDescription CONSTRUCTION - 2ND FLOOR SCALE14"=1'-0.. 60 MENOMINEE CONSTRUCTION - SECOND FLOOR A1.202 do W Neatqu Y �Gj4ij0g D�a D : PROPERTY LINE T T T PROPERTY LINE CONSTRUCTION - ROOF SCALE. 14'=, 0 CONST. NOTES SHEET NOTES 1. DO NOT SCALE DRAWINGS. 2, ARCHITECTURE ELEVATOR 100'-0'= CIVIL SAI RW' S. REFER TO SIZE PLAN FOR SITE IMPROVEMENTSAND PROJECT SCOPE OUTSIDE OF BUILDING. 4. CONTRACTOR SHALL EXAMINE AND VERIFY ALL DIMENSIONS AND CONDITIONS, BOTH ON PLANS AND IN FIELD, AND BE RESPONSIBLE FOR ANY ADJUSTMENTS AND CORRECTIONS. 5. USE ROT RESISTANT WOOD FOR ALL SILL PLATES AND WALL 01 GAISFIREPLVE. GC TO REFERICICUTSHEET F]RPoWI411 DIMENSIONS REQUIRED FOR EQUIPMENT. RESHEET Al 3W SERIES FOR FIREPLACE SPECIFIC4TION. Le PROMISE HANDRAIL AT FAIR MR M18 ED R3111. 04 PROVIDE S4.5- H 2XB PONY WALL AT ISLAND LOCATION. 8. ALL DMEANS II ARE MEASURED FROM FACE OF STUD, UNO. I. ALL DOORS HAVE A 41? FRAME JAMB. UNO, 8. DOOR$IN CLOSETS TO BE CENTERED UNLESS DIMENSIONED OTHERWISE. 9. VINDICATES DIRECTION OF SLOPE DOWN. 10, ALL STAIR OPENINGS AND DIMENSIONS TO BE VERIFIED IN FIELD AND COORDINATED PRIOR TO CONSTRUCTING OPENINGS AND STAIRS. 11 ALL STAIRS AND STEPS PROVIOING EGRESS MUST MEET THE REQUIREMENTS OF CURRENT IRC. 12, RISERS NOT TO EXCEED 1314'. TREADS MUST BE MNIMUM DEPTH OF IR', 13, GARAGE SLABS TO SLOPE AT 114' PER FOOT MINIMUM PER STRUCTURAL. VIE GRAPHIC LEGEND BETWEEN AGREQUIREDNUMBEROFSTAIRRISERS 11, AN INTERN. WITH INTERIOR FLOORSLABS. DESIGNER VERIFY COORDINATE S FIELDVERIFYAND LOCATIONS PNIGALDATION. I(PND PLUMBING LOCATIONS PLUMBING EXISTNG TO REMAIN PRIORI EQUIPMENT PRgRTO IR 15, NEW AND CASINGAS SELECTED BY TRIM AND MD*ROMERTRIM DESIGN R. DESIGN EXISTNG TOLE DEMOLISHED 17, EXTERIORWA-LS LL NQH ALL EXTERIOR WALLS 11. ALL EXTENUJNLOWALLS TO RECEIVE R-20 KRAFT FACED BATF TO RECE R-20 KRAFT FACE INSULATIONRNO. NEW PARTITION 18, ALL INTERILL WPLLSSH2%4@16'O.G U.N.O.WET @1T O.0 WLLLESSHALL BASEMENT O.C.. MILLWORK 19, ALLEXTURAL, BASEMEMWALLS WALE CONCRETE WALLPER $TRLLNRAL,PWO FURRINGWPLLATHABITABLESPACE$, MILLWORKABOVE INFILL FURRING WALLCAVITY WITH R-20 PoLYISO RIGID INSULATION INSULATION REQUIRED NO WORK EO IN AREA OR 20, ALL SARE TO FACE OFSND. NOT IN CONTRACT 21 GC RESPONSIBLE FOR MAINTAINING DIMENSIONS AS INDICATED ON THE DRAWINGS. WHERE DIMENSIONS CANNOT BE MAINTAINED, THE DESIGNER SHALL BE NOTIFIED PRIM TO DOOR REFERENCE NUMBER: O CCMMENCEMENTOFWORKL RE: WOR SCHEDULE 22. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING & INSTALLING BRACING AND INWALUIN CEILING BLOCKING OF 0 ALL PARTITIONS RECEIVING MILLWORK, SHELVING, PLUMBING FIXTURES, FURNITURE HANGING STRIPS, EQUIPMENT. AN. ETC. AS REQUIRED. COORDINATE REQUIREMENTS WITH EQUIPMENT PROVIDERS. 23, ALL NEW EXTERIOR DOOR$ AND WINDOWS TO HAVE 090 FENESTRATION UEFACTOR OR BETTER. 24, FIRE BLOCKING AND DRAFT STOPPING SRA -L BE INSTALLED IN CONCEALED SPACES PER RX2.11 & R302.12. 25. SOLAR- READY PROVISIONS PER 1103.9, T1059 1RAI030 ELECTRICAL SERVICE SPACE. THE MAIN ELECTRICAL PANEL SHALL HAVE A RESERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCU IT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION AND SHALL BE LABELED FOR FUN RE SOLAR ELECUNW.. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE ILOADI END FROM THE INPUT FEEDER LOCATION OR THE MAIN BREAKER. 26. RAOONWNWOLMETHODSSHALLCOMPLYWITHAPPENDDF SECTIONA1103 ROOF TYPES TYP. ROOF ASSEMBLY, LOW SLOPE ROOF U.N.O. R91 ROCS DECKING OVER ROOF STRUCTURE PER STRUCTURAL DESIGN ON1RFRAME CRICKETS TO SLOPE ROOF AND PROVIDE POSITIVE DRAINAGE TO ROOF DRAIN POINTS, WITH R49 MIN. INSMAWIDI, PROVIDE MIN R 20 SPRAY FOAM INSULATION IN COMBINNON WITH R 29 BATT INSULATION, AND WGYP. BOARD, NO VAPOR BARRIER ON UNDERSIDE OF ROOF STRUCTURE, EMM ROOF FIN SH INSTALLED PER MANUFACTURERS RECONMENDAITONS NOTE: NO INSULATIONOVERGARAGE CANOPIES, PRO R02 ROOF DECKING OVER ROOF STRUCTURE PER STRUCTURAL DESIGN, OVERFRAME CRICKETS TO SLOPE ROOF AND PROVIDE POSITIVE DRAINAGE TO ROOF DRAIN POINTS. SOFFIT BOARD ON THE UNDERSIDE OF STRUCTURE, RE: FIRE PROTECTION SHEETS FOR CANOPY RATING AND DETAILS NOTE: PROVIDE GREEN BOARD I FIBER BOARD AT WE LOCATORS, TYP. THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 Hoyt Sheet Lakewood CO 80215 Cell: 816.509.1769 Emal: NicWminkJngmodern.com 07.26.21 ISSUE FOR PERMIT Project Number 21022 Scale 114" = V-0" Description CONSTRUCTION - ROOF Al m203 dCA W heatA� (i m Y �O�hrog D�o ELECTRICAL AND PLUMBING - 1ST FLOOR SCALE: 114' =1'-0' PLUMBING NOTES 2, DIAGRAMS 6 OTHER SPECIFICATIONS AS REQUIRED BY THE BUILDING DEPT FOR PERMIT PURPOSES. 3. ALL PLUMBING WORK SHALL COMPLY WITH THE REQUIREMENTS OF ALLAPPLICABLE CODES INCLUDING BUT NOT LMITEDTO: PART VII PLUMBING AND PART VI FUEL GAS OF THE CURRENT INTERNATIONAL RESIDENTIAL CODE. 4, PLUMBING CONTRACTOR SHALL PERFORM ALL WOW NECESSARY TO PROVIDE A COMPLETE PLUMBING INSTALLATION OF FIXTURES AND FITTINGS AS INDICATED ON PW4S. 5. PLUMBING FUTURES AND FITTINGS AS SHOWN ON PLANS ARE FOR LAYOUT AND REFERENCE ONLY. 6 PLUMBING FUTURES AND FRTINGS SHALL BE AS SELECTED BY OWNER OR THEIR REPRESENTATIVE. ]. PROVIDE ROOF JACKS FOR ROOFER INSTALLATION ®ALL ROOF PENETRATIONS. 8, ALL GAS LIN ES TO BE SIZED BY PLUMBING COMPACTOR. 9, PROVIDE GAS PIPING TO ALL GAS APPLIANCES AS INDICATED ON PUBES. 10. ALL DOMESTIC WATER TO BE 1W COPPER OR ALEX'. 11. ALL PLUMBING DRAINS TO BE ABS SCHEDULE 40 OR AS REQ'D BY CODE. 12. H.B. ALL HOSE 8183 i0 BE FREEZE PROOF 13. PROVIDE 114' CW SUPPLY N PREMANUFACTURED SHUT OFF VALVE BOX AT ALL REFRIGERATORI ICE MAKER LOCATIONS. 14. PROVIDE PMMANUFACTO RED HW AND CW SUPPLY AND DRAIN BOX AT ALL CLOTHES WASHER LOCATIONS. ELECTRICAL NOTES PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR 1. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PEWITS FOR PLUMBING WORK. OBTAINING ALL REQUIRED PERMITS FOR ELECTRICAL WC PLUMBING CONTRACTOR SHALL PROVIDE ALL RISER 2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PANEL 15. REQUIREMENTS. 16. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL 50 GAL HIGH EFFICIENCY GAS FRED HOT WATER HEATER AS REQUIRED. 17. BATHROOM FIXTURES SHALL HAVE PROPER CLEARANCES AND SPACING PER CODE SECTION R307 8 PVOSA 11, HOT WATER PIPE INSULATION SHALL COMPLY WITH CODE SECTION Mi 103.5.3 SCHEDULES I ONE LINE DIAGRAMS 6 CIRCURING. 3. DIAGRAMS AS REQUIRED BY THE BUILDING DEPT FOR ELECTRICAL PERMIT. 4. ALL ELECTRICALWORK SHALL COMPLYWITH THE REQUIREMENTS OF: PARTVIII ELECTRICALOF THECURREFR S. IN THE EVENT OF A CONFLICT BETWEEN THE DESIGN MOE, THE CODE SHALL PREVAIL. 6. ELECTRICAL CONTRACTOR SHALL NOTIFY DESIGNER OF ANY CONDITIONS THAT 00 NOT COM PLY WITH SUCH CODES. ]. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WOW WHICH IS CUSTOMARILY ASSOCIATED WITH THE INSTALLATION OF RESIDENTIAL ELECTRICAL SYSTEMS AS TH BY RELATE TO THE WOW OF THIS PROJECT. A. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS REWIRED BY CODE, AND BE HARD WIRED AND INTERCONNECTED. 9. PROVIDE GFI Mi ETS AS REWIRED BY CODE. 10. PROVIDE WEATHER PROOF(WF OUTLETS AT EXTERIORS 11, PROVIDE MAIN CIRCUIT BREAKERS INSDEEACHUNIT. 12 LIGHTINGMDOTHERNECHSMYELECMrk FIVIRES SHALL BE AS SELECTED BY THE OWNER ANDIOR DESIGNER. 11 ALL NEW DATA, ELECTRICAL AND SWITCH FACE PLATES TO BE WHITE, 'DECORA"TYPE, ONO. 14, WHERE DEVICES ARE SHOWN ADJACENT TO EACH OTHER, GANG HORIZONTALLY IF MOUNTED AT THE SAME HEIGHT OR DEVICES AND EQUIPMENT, INCLUDING LIGHTING CONTROLS, POWER, VOICEJDATA, LIFE SAFETY. LSTATS AND AV CONTROL DEVICES. REVIEW TYPICAL ROUGH IN WITH DESIGN TEAM PRIOR i0 RUNNING CONDUIT. WIRING PND CABLING. 15. ALL OUTLETS TO BE LOCATED M'AFF LLO N. 16, ALL OUTLETS ABOVE MILLWORK ORCOUNTERTOPS TO BE MOUNTED HORIZONTALLY. 17. CIRCUIT BREAKERS OR CIRCUIT BREAKER SPACES RESERVED FOR THE EV CAPABLE, READY AND EVSE INSTALLED SPACES, SHALL BE IDENTIFIED ON THE PANELBOARD DIRECTORY. ALL EM PTY CONDUITS FOR THE EV CAPABLE SPACES SHALL BE IDENTIFIED AT BOTH THE PANELBOPRD AND AT THE TERMINATION POM AT THE PARKING SPACE. 18. AMINIMUM 90% OF THE LAMPS IN PERMANENTLY INSTALLED SECTION N1104.1. SHEET NOTES 01 GRILLATLOCU'ON GRAPHIC LEGEND ELECTRICAL & PLUMBING OEQUIPMENT TAG, RE: SCHEDULES SINGLE SWITCH WALL WOWED. DUPLEX RECEPTACLE - DIMMERSWITCH CONVENIENCE x WALL MOUNTED. DUPLEX H RECEPTACLE -DEDICATED PHOTO CELL SWITCH WALL MOUNTED. QUADRALEX WALL MOUNTED, THERMOSTAT RECEPTACLE -CONVENIENCE REGI. WALL MOUNTED. QUADRALEX WGASRANGE RECEPTACLE -DEDICATED CARE FLOOR MOUNTED, DUPLEX CGYSMP3TD1 RECEPTACLE -CONVENIENCE AV WALL MOUNTED, AV RECEPTACLE 0 WALL MOUNTED, DATA RECEPTACLE T WALL MOUNTED, ELEC JUNCTION BOX 36'x3l'xN SINGLE SWITCH COUNTER DEPTH FRENCH DIMMERSWITCH i— INDICATES NUMBER OF SWITCH WAYS G GARAGEDOORSWITCH P PHOTO CELL SWITCH (P WALL MOUNTED, THERMOSTAT APPLIANCE SCHEDULE REFIGERATOR FREEZER 36'x3l'xN CARE COUNTER DEPTH FRENCH CVE20DP3ND1 MATTEBVD4(WIIHBRUSHED RE: CLTSHEET FOR EIEC INSTALL MI PLUMBING 2M TAG DESCRIPTION SQE(WxDx H) MANUFACTURER MODEL NAME MOOELNUMBER FINISWCOLOR NOTE REGI. 101 WGASRANGE 38'x2Px35" CARE 10D REFIGERATOR FREEZER 36'x3l'xN CARE COUNTER DEPTH FRENCH CVE20DP3ND1 MATTEBVD4(WIIHBRUSHED RE: CLTSHEET FOR EIEC INSTALL MI PLUMBING 2M EJECTOR PUMP DOOR REFRIGERATOR BRONZE HARDWARE REGI. 101 WGASRANGE 38'x2Px35" CARE SMARTALLGAS CGYSMP3TD1 MATTE&ACKWITEBRUSHED ADOITIOWLACCECORIESMRCMSHEET 203 COMMERCUL$NLE RANGE BRONZE HARDWARE W1 BURNERS FLOOR DRAIN 102 CHIMNEYHOODVENT Wxi85'xW CARE WALL MOUNT GLASS CANOPY CW 3613IIS MATTERAO( RE CUTSHEET KOHLER REACH CURV K-29186) DWHIIE CHIMNEY HOOD WE PIECE COMPACT ELONGATED 103 MICROWAVE AlTx2TOT CARR COUNTERTOP CEB515P3NDS MAT1E &ACI( ADDITIONAL TRIM OT: CXISNGMDS: SEE CUTSHEET FOR WALL-MOUNTmILET RE GUTSHEET Toro APWASH ET+C5WALLHUNG COINENCTIONISMART WHITE DI UEARANCESWITHINSTALL ANDINWALLTANK MICROWAVE OVEN 104 DISHWASHER 23.75 x 24'x 34' CARE STAINLESS INTERIOR CDTM5P3ND1 MATTE&ACKWITEBRUSHED RUGHPUTE 206 UNDERM011NTVANITY BUILT-INDISHWASHERATH KOHLER BRONZE HARDWARE K-2BB2L WHITE KOHLER PURIST TRIM WITH MOOMUEMED FTRAP K4998 HIDDEN CONTROLS UNDERMOUNT 106 WASHER 2YxVx3r ELECTROLUX FROM LOAD PERFECT ERS627UIW BLAND WHITE (IM MATTE BLACK STFAMWITH LUXEGARE 207 VESSEL VANITY SINK WXWD 107 DRYER 2Tx3Yx30" ELECiROW% GAS FROM LOAD DRYER EFMG62]UI ISLAND WXIIE(IN) GC TOCOOROINATESiACMNG INSTALIATON PER CO3S1 BUCXWBN HANDLE FAUCET K 234R38L INSTALLATION WTTH MANOR SPECS. OMWINGS NOTE: ELEC CONTRACTOR TO VERIFY WALL ELECTRICAL REQUIREMENTS WITH SCHEDULED APPLIANCES PRIOR TO INSTALL. PLUMBING EQUIPMENT SCHEDULE FINALSPECIFICATONS. TAG I DESCRIPTION I SIZE IMANUFAGNPERI MODEL NAMB I MODEL NUMBER I FINISWGOLOR I FAUCET I NOTE 2W EXTERIORHOSEBIB GRAPHITE 2M EJECTOR PUMP 202 SUMPPUMP 203 WATER HEATER AND FLOOR DRAIN 204 ONE-PIECE TOILET RE CUTSHEET KOHLER REACH CURV K-29186) DWHIIE WE PIECE COMPACT ELONGATED DLA-RUSH 205 WALL-MOUNTmILET RE GUTSHEET Toro APWASH ET+C5WALLHUNG GWT4263 MMFG WHITE WTII3MIA)2"xTIMWALLTANKARD ANDINWALLTANK TOILET CARRIER SYSIBA, YIBNNWH RUGHPUTE 206 UNDERM011NTVANITY 191116'x1556' KOHLER VEMICA RECTANGLE K-2BB2L WHITE KOHLER PURIST TRIM WITH MOOMUEMED FTRAP K4998 SINK UNDERMOUNT CROSS HANDLE (W1MOEiBL) IN MATTE BLACK 207 VESSEL VANITY SINK WXWD BEIM TENUWA-LMWMVANIIY V-TRMSWMXMB- WP1NOTlMT1E KOHLER PARALLEL SINGLE GCIO COCI81NAlE WKLIMXMT CO3S1 BUCXWBN HANDLE FAUCET K 234R38L INSTALLATION WTTH MANOR SPECS. WHREGRANITE 206 UNDEWAOUNT 33'xWx9516' KOHLER VAULT K48N4NA STAINLESS STEEL DELTA TRINEC SINGLE HANDLE GCTO COODIN41E IN5114lERATIR DWBLEEQUAL BOWL FAUCETINBIAGKBIWLDST) DISPOSALATLOGATKN. KITCHEN SINK 210 UDERMgNTSINGLE 23'x171701 WHIER UNDERTONE K-6661 NA STAINLESS STEEL DELTATRINBCSINGLEHAMME B0'ALRILITYSIN( 56' PREP FAUCET IN BLACK (99S&84DST) 211 FNEESTAMINGTUB BrX2F0VAL SIGNATURE BOYCE61.OVAL 925390 WHITE SIGNATUPEHARDWARE HARDWARE FREESTANDING BATH WITH SEWTIPNWALLMOUNTBATH STRAIGMSHROUO FILLERINBLACK(PORM) 212 ALCOVE TUB 67x3P KOHLER UNDERSCORE RECTANGLE K -ANI -XXL D.WHITE KgLLER PURIST BATH AND GCTOCCORDINATEDRNNSIDEFOR ALCOVE BATH WITH SIDWERTRIMWW INSTALLATION, INTEGRAL APRON AND RANGE CROSSH ME(K-T144204GBU 213 SHOWER TRIM RE GUTSHEET KOHLER PURIST RITE TEMP SHOWER K -M5 GGBL MATTE BLACK GC TO COORDINATE VALVE ANDIOR TRIMWAACROSSHMIDLE DIVERTER FOR INKTPJLATION. 214 SHOWERTRM NE CUTSHEET KOHLER PURISTMULTIFU4C704 K-22178GA1 MATTE BLACK GC TO COORDINATE VALVE AND HANIGHOWERFIT KMLERDMERTERFOR INSTALLATION. THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 Hoyt Sheet LOkowood, CO 80215 C-11 816.509.1769 Finals. NicWminkingmodern.com 07.26.21 ISSUE FOR PERMIT FIREPLACE SCHEDULE Project Number21022 TAG I DESCRIPTION I MANUFACTURER I MODEL NAME MODELNUJBER RNISHIOOLOR NOTE FPI GAS FIREPLACE HEAT 6GLD 48' DIRECT VENT GAS M£II019 CLEAN FACE KIT, GRAPHITE WITH BACK THIN AND TO BE PROCURED FROM Mi. ITE CUTSHEET FOR SLBIB FIREPLACE REFLECTIVE BLACK GLASS INTERIOR. STANDARD LOGS FRAMING AHI INSTALLATION Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 depending on the application. Please provide the inspector the installation instructions at time of inspection. Description ELEC & PLUMB PLANS - FIRST FLOOR A1.301 lCA Wheats' & �i m Y 19%ing D o 1 ELECTRICAL AND PLUMBING - 2ND FLOOR SCALE: 114"=1'-0" PLUMBING NOTES 1, PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REGOIRED PEWITS FOR PLUMBING WORK. 2, PLUMBING CONTRACTOR SHALL PROVIDE ALL RISER DIAGRAMS & OTH ER SPECIFICATIONS AS REQUIRED BY THE BUILDING DEPT FOR PERMIT PURPOSES. 3. ALL PLUMBING WORK SHALL COM PLY WITH THE REDO IREMENTS OF ALL APPLICABLE CODES INCLUDING BUT NOT LMITEDTO: PART VII PLUMBING AND PART VI FUEL GAS OF THE CURRENT INTERNATIONAL RESIDENTIAL CODE. 4, PLUMBING CONTRACTOR SHALL PERFORM ALL WOW NECESSARY TO PROVIDE A COMPLETE PLUMBING INSTALLATION OF FIXTURES AND FITTINGS AS INDICATED ON PLANS. 5. PLUMBING FUTURES AND FITTINGS AS SHOWN ON PLANS ARE FOR LAYOUT AND REFERENCE ONLY. 6 PLUMBING FUTURES AND FITTINGS SHALL BE AS SELECTED BY OWNER OR THEIR REPRESENTATIVE. ]. PROVIDE ROOF JACKS FOR ROOFER INSTALLATION ®ALL ROOF PENETRATIONS. 8, ALL GAS LIN ES TO BE SIZED BY PLUMBING COMPACTOR. 9, PROVIDE GAS PIPING TO ALL GAS APPLIANCES AS INDICATED ON PLANS. 10. ALL DOMESTIC WATER TO BE VV COPPER OR ALEX'. 11. ALL PLUMBING DRAINS TO BE ABS SCHEDULE C OR AS REQ'D BY CODE. 13. PROVIDE 114 -CW SUPPLY N PREMANUFACPURED SHUT OFF VALVE BOX AT ALL REFRIGERATORI ICE MAKER LOCATIONS. 14. PROVIDE PMMANUFACTO RED HW AND CW SUPPLY AND DRAIN BOX AT ALL CLOTHES WASHER LOCATIONS. 15. PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING REQUIREMENTS. 16. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL 50 GAL HIGH EFFICIENCY GAS FRED HOT WATER HEATER AS REQUIRED. 17. BATHROOM FIXTURES SHALL HAVE PROPER CLEARANCES AND SPACING PER CODE SECTION R307 & P27MA 18. HOT WATER PIPE INSULATION SHALL COMPLY WITH CODE SECTION Mi 1031 ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIN ING ALL REQUIRED PERMITS FOR ELECTRICAL WOW 2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PANEL SCHEDULES I ONE LINE DIAGRAMS & CIRCUITING. 3. DIAGRAMS AS REQUIRED BY THE BUILDING DEPT FOR ELECTRICAL PERMIT. 4. ALL ELECTRICALWORK SHALL COMPLYWITH THE REQUIREMENTS OF: PARTVIII ELECTRICALOF THECURREM S. IN THE EVENT OF A CONFLICT BETWEEN THE DESIGN MOE, THE CODE SHALL PREVAIL. 6. ELECTRICAL CONTRACTOR SHALL NOTIFY DESIGNER OF ANY CONDITIONS THAT 00 NOT COM PLY WITH SUCH CODES. ]. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORM WHICH IS CUSTOMARILY ASSOCIATED WITH THE INSTALLATION OF RESIDENTIAL ELECTRICAL SYSTEMS AS TH BY RELATE TO THE WOW OF THIS PROJECT. A. PROVIDE MORE AND CARBON MONOXIDE DETECTORS AS REWIRED BY CODE, AND BE HARD WIRED AND INTERCONNECTED. 9. PROVIDE GFI OUB.ETS AS REWIRED BY CODE. 10. PROVIDE WEATHER PROOF BAR) OUTLETS AT EXTERIORS 11, PROVIDE MAIN CIRCUIT BREAKERS INSDEEACHUNR. 12 LDHTINGMDOTHERNECHSMYELECTRDALFO(VIRES SHALL BE AS SELECTED BY THE OWNER ANDIOR DESIGNER. 11 ALL NEW DATA, ELECTRICAL AND SWITCH FACE PLATES TO BE WHITE, "DECORA'TYPE, ONO. 14, WHERE DEVICES ARE SHOWN ADJACENT TO EACH OTHER, GANG HORIZONTALLY IF MOUNTED AT THE SAME HEIGHT OR DEVICES AND EQUIPMENT, INCLUDING LIGHTING CONTROLS, POWER, VOICEDATA, LIFE SAFETY. LSTATS AND AV CONTROL DEVICES. REVIEW TYPICAL ROUGH IN WITH DESIGN TEAM PRIOR TO RUNNING CONDUIT. WIRING PND CABLING. 15. ALL OUTLETS TO BE LOCATED Mr AFF OAK 16, ALL OUTLETS ABOVE MILLWORK ORCOUNTERTOPS TO BE MOUNTED HORIZONTALLY. 17. CIRCUIT BREAKERS OR CIRCUIT BREAKER SPACES RESERVED FOR THE EV CAPABLE, READY AND EVSE INSTALLED SPACES, SHALL BE IDENTIFIED ON THE PANELBOARD DIRECTORY. ALL EM PTY CONDUITS FOR THE EV CAPABLE SPACES SHALL BE IDENTIFIED AT BOTH THE PANELBOPRD AND AT THE TERMINATION POM AT THE PARKING SPACE. 18. AMINIMUM 90% OF THE LAMPS IN PERMANENTLY INSTALLED SECTION N1104.1. SHEET NOTES GI AT LOCATION GRAPHIC LEGEND ELECTRICAL & PLUMBING OEQUIPMENT TAG, NE: SCHEDULES CAFE WALL WOWED. DUPLEX RECEPTACLE - CNIIEMI)MND1 CONVENIENCE x WALL MOUNTED. DUPLEX H RECEPTACLE -DEDICATED MODEL NAME WALL MOUNTED. QUADRI FINISWCOLOR RECEPTACLE -CONVENIENCE REQD. WALL MOUNTED. QUADRALEX WGASRANCE RECEPTACLE -DEDICATED CAFE FLOOR MOUNTED, DUPLEX CGY36NOW RECEPTACLE -CONVENIENCE AV WALL WOWED, AV RECEPTACLE 0 WALL MOUNTED, DATA RECEPTACLE T WALL MOUNTED, ELEC JUNCTION BOX SINGLE SWITCH INEEMEN SLBIB DIMMERSWITCH i— INDICATES NUMBER OF SWITCH WAYS G GARAGEDOORSNTCH P PHOTO CELL SWITCH (P WALL MOUNTED, THERMOSTAT APPLIANCE SCHEDULE ITEFIGERATOR FREEZER Wx31-xB' CAFE COUNTER DEPTH FRENCH CNIIEMI)MND1 MATTE BLACK WITH BRUSHED RE: CLTSHEET FOR EIEC INSTALL MI PLUMBING XM TAG DESCRIPTION SI (WXDx H) MANUFACTURER MODEL NAME MCDELNUMBER FINISWCOLOR NOTE 10D ITEFIGERATOR FREEZER Wx31-xB' CAFE COUNTER DEPTH FRENCH CNIIEMI)MND1 MATTE BLACK WITH BRUSHED RE: CLTSHEET FOR EIEC INSTALL MI PLUMBING XM EJECTOR PURR MWLFACRAER MODS NAME MOOELNLMBER DOOR REFRIGERATOR NOTE BRONZE HARDWARE REQD. 101 WGASRANCE 38'x2Px35" CAFE SMART ALL CAS CGY36NOW MATTEBA(KWITHBRUSHED ADDITIONAL ACCECORIES PER CUTSHEET GASFIHERNCE HEAT6GL0 4B'OIHECT VENT GA$M£II019 FIREPLACE 203 COMMERCUL-STYLE RANGE BRONZE HARDWARE INEEMEN SLBIB W1 BURNERS FLOOR DRAIN 102 CHIMNEY HOOD VENT W 1U'x 36' CARE WALL MOUNT GRASS CANOPY CWT3613MS MATTE BLACK RE CUTSHEET KOHLER REACH CORY K-231860 DWHITE CHIMNEY HOOD WE PIECE COMPACT ELONGATED 103 MICROWAVE AlTx2TOT CAFE COUNTERTOP CEBS15P9NDS MATTE&ACK ADDITIONAL TRIM NIT: CX152RWDG SEE CUTSHEET FOR WALL-MOUNTTNLET RE GUTSHEET TOTO APWAS-Lff+C5WA1LHUNG COINENCTIONISMART WHITE DIMUEAPMDESWITHINSTALL ANOINWALLTANK MICROWAVE OVER 104 DISHWASHER 23.]5'x 24'x 34' CARE STAINLESS INTERIOR CDT845P31401 MATTEBA(KWITHBRUSHED RASHPLATE 206 UNDERM011NTVANITY BIILT-INDISHWASHER111TH KOHLER BRONZE HARDWARE K-26828 WHITE KOHLER PURIST TRIM WITH MCCMUEMED FTRAP BRINK HIDDEN CONTROLS UNDERMOUNT 106 WASHER 2YxVxM' ELECTROLUX FROM LOAD PERFECT ERS62]UIW BRAND MI III MATTE BLACK STFAMWITH LU%ECARE 207 VESSEL VANITY SINK WXWD 107 DRYER 2Tx3Yx30" BECTHOW% GAS FROM LQAD DRYER EFMG627UM ISLAND WXIIE(IN1GC TOCOOROINATESTACMNG INSTALIATON PER CX8.1 BUMD(WITH HANDLE FAUCET K 214R38L INSTALLATION WITH MIAMI SPECS. OMWINGS NOTE: ELEC CONTRACTOR TO VERIFY WALL ELECTRICAL REQUIREMENTS WITH SCHEDULED APPLIANCES PRIOR TO INSTALL. PLUMBING EQUIPMENT SCHEDULE FINALSPECIFICATONS. TAG I DESCRIPTION I SIZE I MANI,FAGNRER I MODEL NAM: I MODEL NUMBER I FINISWGOLOR I FAUCET I NmE 2M EXTERIORHOSEBIB Project Number 21022 GRAPHITE XM EJECTOR PURR MWLFACRAER MODS NAME MOOELNLMBER RI NOTE 202 SUMPPUMP FPI GASFIHERNCE HEAT6GL0 4B'OIHECT VENT GA$M£II019 FIREPLACE 203 WATER HEATER AND TO BE PROCURED FROM Mi. HE CUTSHEET F:IR FRAMINGANDIFSTALLATION INEEMEN SLBIB 1/4"= 11-01, FLOOR DRAIN 204 ONE-PIECE TOILET RE CUTSHEET KOHLER REACH CORY K-231860 DWHITE WE PIECE COMPACT ELONGATED DUAL RUSH 205 WALL-MOUNTTNLET RE GUTSHEET TOTO APWAS-Lff+C5WA1LHUNG GWT4263MMFG WHITE WTII3MIA)2"xTIMWALLTANKAND ANOINWALLTANK TOILET CARRIER SYSIBA, YIBNNWH RASHPLATE 206 UNDERM011NTVANITY 191116'x1556' KOHLER VEMICA RECTANGLE K-26828 WHITE KOHLER PURIST TRIM WITH MCCMUEMED FTRAP BRINK SINK UNDERMOUNT CROSS HANDLE UC149Ub3-B) IN MATTE BLACK 207 VESSEL VANITY SINK WXWD BEMM TENUWAULMWMVANUY V-TRWSWNRWB-WP1NOTlMT1E KOHLER PARALLEL SINGLE GCIOCOCIMINAIE WKLIMXMT CX8.1 BUMD(WITH HANDLE FAUCET K 214R38L INSTALLATION WITH MIAMI SPECS. WHITEGMMTE 206 UNDEWAOUNT 33'xWx9516' KOHLER VAULT K3 4kNA STAINLESS STEEL DELTA TRINEC SINGLE HANDLE GCTO CODIDIN41E IN511iQ=RAttIR DWBLEEQUPL BOWL FAUCETINBIAGKUIWLDST) DISPOSALATLOGATIN. KITCHEN SINK 210 LN1ERMONTSINGE Zrx1]1]Yx11 KOHLER UNDERTONE KRUM NA STAINLESS STEEL OELTATRINBCSINGLEHWOLE BOALLFILITYSIN( 56' PREP FAUCET IN BLACK BERHUL DST) 211 FREESTAMINGNB WX29'WAL SIGNATURE BOYCE61.OVAL 925399 WHITE SIWTUREHARDWARE HARDWARE FREESTANDING BATH WITH SEWTIPNWALLMOUNTBATH STRUGMSHROU) FILLERINBACKROSM) 212 ALCOVE TUB 67x3P KOHLER UNDERSCORE RECTANGLE K -ANI -XXL D.WHITE KOHLER PURIST BATH AND GCTOCCORDINATEDRNNSIDEFOR ALCOVE BATH WITH SHOWERTRIMMW INSTALLATION, INTEGRAL APRON AND RPIJCE CR0SS-MDLEIK-T1M GBU 213 SHOWER MM RE GUTSHEET KOHLER PURIST RITE TEMP SHOWER K -T!31 A3GBL MATTE BLACK GC TO COORDINATE VALVE ANDIOR TRIMYATHCROSSHMIDLE DIVERTER FOR INSTALLATION. 214 SHOWERMIA NE CUMHEET KOHLER PURISTMULTFMJCTKN K-22178481 MATTE BLACK GC TO COORDINATE VALVE AND HANDSHOWERWT K014ERDNERTERFOR INSTALLATION. THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 HON Sheet Lnkowood, CO 80215 CAO. 816.509.1769 Finail NicXYWthinkingmodern.com 07.26.21 ISSUE FOR PERMIT FIREPLACE SCHEDULE Project Number 21022 TAG DESCRIPTION MWLFACRAER MODS NAME MOOELNLMBER RI NOTE FPI GASFIHERNCE HEAT6GL0 4B'OIHECT VENT GA$M£II019 FIREPLACE CLEAN FACE KIT, GRAPHITE WITH BACK TRIM AND REFLECTIVE BLACK GLASS INTERIOR. STANDARD LOGS TO BE PROCURED FROM Mi. HE CUTSHEET F:IR FRAMINGANDIFSTALLATION INEEMEN SLBIB 1/4"= 11-01, Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 depending on the application. Please provide the inspector the installation instructions at time of inspection. Description ELEC & PLUMB PLANS - SECONDFLOOR Al m302 4 D RCP - 1ST FLOOR SCALE: 1/4"=1'-0' lEEEEEEEEEl GRAPHIC LEGEND REFLECTED CEILING R DENOTES RELOCATED FINISHED CEILING HEIGHT CEILING MOUNTED CARBON w ZCEILING HEIGHT CHANGE W -M. 5D CEILING MOUNTED SMOKE DE GRID STANTPOINT 0 CEILING FINISH TAG E E'DENOTES EXISTING TO REMAIN R R DENOTES RELOCATED O CEILING MOUNTED CARBON w O CEIUNGMOUNTGECOFADRE 5D CEILING MOUNTED SMOKE DE O CEILING MOUNTED SMOKE 4W SOYA MONOXIDE DETECTOR MACCESS PANEL + RECESSED SPRINKLER HEAD MONOXIDE DETECTOR LIGHT FIXTURES — FIXTURE TAG, RE: SCHEDULES X O RECESSED OOWNLIGHT UNDER CABINET FUTURE ® PENDANTFIXTURE TRACK LIGHT SOa (S WALL SCONCE / CEILING FAN WITH LIGHT SINGLESWITCH DIMMERSWITCH INDICATES NUMBER OF SWITCH WAYS a GARAGE DOOR SWITCH i' PHOTOCELLSWITCH MECHANICAL FIXTURES SUPPLYAIR RETURNAIR Q WALL MOUNTED. THERMOSTAT LIGHTING FIXTURE SCHEDULE SHEET NOTES 01 CENTERLINE OF LIGHT FIXTURES TO ALIGN WITH GENT RL NE OFEXTERIOR WINDOW WHERE IroMATED. 02 CENTERLINE OF LIGHT FIXTURES TOAUGN WITH CENTERLINE OFPLUMBING, 03 VERMIN HELD HAG HEIGHTS WITH DESIGNER FOR PENDANTS AT STAIR PENDANT ROD LENGTHS VARY W PROVIBEEXHASTFANATLOCATION 05 GARAGE DOOR OPENER HE HOOD VENT AT SOFFIT (RE EMIR SCHEDULE FOR HOOD VENT SPECIFICATION RECO IREMENT$) RCP NOTES 1. ALL CEILINGS TO BE GYPSUM BOARD CEILING. PAINTED PT01 FLAT WHITE UND. 2. CEILING HEIGHTS ARE TO BOTTOM OF STRUCTURE, UNO. 3. LOCATIONS OF CEILING PENETRATIONS SUCH AS AIR DIFFUSERS, LIGHT FIXTURES, ETC., SHOULD ALIGN, WHERE POSSIBLE. 4. ALL ADJUSTABLE LIGHT FIXTURES TO BE AIMED MDR TO SUBSTANTNLCOMPLETION.SCHEDULE&COORDINATEWITH DESIGNER 5. ALL LIGHT FIXTURESTO MEET LOCAL CODES AS REQUIRED. 6. LIGHT FIXTURE LOCATIONS MALL TAKE PRECEDENCE OVER OTHER DEVICESFIXIURES. T. ALL ACCESS PANELS LOCATED N GYP. BOARD CEILINGS TO BE MUNN, WINDROCK STEALTH OR EQUAL. 8. CONTRACTOR TO SUBMIT GYP. BD. CEILING CONTROL JOINT LOCATIONS TO DESIGNER FOR REVIEW 9. BATH ROOM LIGHTING SHALL COM PLY WITH CODE SECTION 83033 HVAC NOTES 1. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR THE MECHANICAL WORN. 2. MECHANICAL CONTRACTOR SHALL PERFORM ALL WORK WHICH 5 CUSTOMARILY ASSOCIATED WITH THE INSTALIATON OF RESIDENTIAL MECHANICAL SYSTEMS AS THEY RELATE TO THE WOW OF THIS PROJECT. 3, PROVIDE HIGH EFFICIENCY GAS FIRED FORCED AIR FURNACE WITH ATTACHED AIR CONDITIONING SYSTEM. FURNACE SHALL BE DIRECT VENT. 4. PROVIDE COMBUSTION AIR AS REWIRED BY CODE. 5. HVAC CONTRACTOR SHALL PROVIDE MC DUCT AND VENTILATION SCHEMATIC DIAGRAM TO OWNER I ARCHITECTURAL DESIGNER FOR RENEW AND APPROVAL PRIOR TO ROUGH IN. 6. MECH4CAL CONTRACTOR SHALL PROVIDE ALL DUCT WORK AS IS CUSTOMARILY ASSOCIATED WITH WORK OF THIS PROJECT INCLUDING RANGE VENTS, DRYER VENTS, ANDEpNUSTF4VENTS. T. ALL MECHANICAL WORK SHALL COM PLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES INCLUDING BUT NOT UM ITED T0: PART IV MECHANICAL OF CURRENT INTERNATIONAL RESIDENTIAL CODE. B. PROVIDE 'DRYER BOX' RECESSED DRYER VENT BOX OR EQUAL AT ALL CLOTH ES DRYER LOCATONS. 9, MECHANICAL CONTRACTOR TO PROVIDE NEW HOT WATER HIGH EFFICIENCY BOLEN ON DESIGN I BU ILD BASIS. 10, BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH SECTION M 150 OF IRC OR WITH OTHER APPROVED MEANS OF VENTILATION. SEE M4DI J 6 D FOR MORE INFORMATION. 11, BATHROOM VENTRALTUN SHALL COMPLY WITH CODE SECTION R3034. 12. DOMESTIC COOKING EXHAUST EQUIPMENT SHALL COMPLY WITH CODE SECTION M1 SGA 13. MAKEUP AIR REQUIRED M1503.6.1 EXHAUST SYSTEMS CAPABLE OF EXHAUSTING MORE THAN AW CUBIC FEET PER MINUTE SHALL BE MECHANICALLY OR PASSIVELY PRONDE WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SYSTEMS$HALL BE EQUIPPED WITH NOT FEWER THAN ONE DAMPER COMPLYING WITH BECTON MI 5016.2 ttPENAAK 1 LOCATION I DESCRIPTION REMARKS CF1 BEDROOMS CEILING FAN WITH LIGHT CMt MECHISTOPAGE CEILING MOUNT, UTILITY SINGLE BLLB FIXTURE CM2 MASTER BEDROOM CEIUNGMOUNTGECOFADRE ON HALLWAY CEILING MOUNT, DECORATIVE D4 FIELD, THROUGHOUT OOWNLIGHT.TRIMMED, 4 -DIA NINE FIELD, EXTERIOR AND WET OOWNLIGHTTRIMMED, 4 -DW WATERPROOF Li -WP EXTERIOR, FLOOR MOUNT EXTERIORLANDSCAPEUPLIGHT WATERPROOF PD1 KITCHEN ISLAND PENDANT. DECORATIVE MOUNTED WITH I8'31r SUSPENSION, TIED PD2 GIVING PENDANT. DECORATIVE MOUNTED WITH 18'37 SUISPENSION, TO PO3 STAIRLANDINGS PENDANT, DECORATIVE MOUNTED AND ANGLED AT VARYING HEIGHTS PDX POWDER PENDANT, DECORATIVE P-1 GARAGEANDSTORAGE PENDANT,UNEARSUSPENIE0,361 SC1-WP EXTERIOR WALL SCONCE, DECORATIVE WATERPROOF SCI BATHE OMS WALL SCCNCE, DECORkTNE REEIEVFOFMOUNTING SG1 MA$TERBATH I WAIL SCONCE, ULLQMATNE REEIEVFgiMOUNIINJ 5T1 IsLNNuMSE I STEP LIGHT INTERIM RE5ECTIONSFORLOCADONS NOTE: ELEC CONTRACTOR TO VERIFY ALL ELECTRICAL REQUIREMENTS WITH SCHEDULED FIXTURES PRIOR TO INSTALL. OWNER AND ARCHITECT TO THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 Hoyt Sheet Lakewood CO 80215 Cell: 816.509.1769 Emal: NicU§ftnMngmodern.com 07.26.21 ISSUE FOR PERMIT Project Number 21022 Scale 1/4"= 11-01, Description REFLECTED CEILING PLAN - FIRST FLOOR Al A01 RCP - 2ND FLOOR SCALE: 1/4"=1'-0' GRAPHIC LEGEND REFLECTED CEILING CEILING FAN WITH LIGHT FINISHED CEILING HEIGHT CMT MECHISTORAGE CEILING MOUNT, UTILITY SINGLE BULB FIXTURE ZCEILING HEIGHT CHANGE W -M. ON HALLWAY GRID STARTPOINT 0 CEILING FINISH TAG E iFOENOTES EXISTING TO REMAIN R R DENOTES RELOCATED O CEILING MOUNTED CARBON MONOXIDE w DETECTOR O PENDANT. DECORATIVE SD CEILING MOUNTED SMOKE DETECTOR O CEILING MOUNTED SMOKE AND CARBOP soKu MONOXIDE DETECTOR MOUNTED AND ANGLE) AT VARYING HEIGHTS ACCESS PANEL + RECESSED SPRINKLER HEAD LIGHT FIXTURES PENDANT,UNEARSUSPEKDEG3A- FIXTURE TAG, RE: SCHEDULES X WALL SCONCE, DECORATIVE O RECESSED OOWNLIGNT WALL BOUNCE, DECORATIVE UNDER CABINET FUTURE ® PENDANTFIXTURE TRACK LIGHT SOa (S WALL SCONCE / CEILING FAN WITH LIGHT SINGLESWITCH DIMMER SWITCH INDICATES NUMBER OF SWITCH WAYS a GARAGE DOOR SWITCH i' PHOTO CELL SNITCH MECHANICAL FIXTURES SUPPLYAIR RETURNAIR 4 WALL MOUNTED. THERMOSTAT LIGHTING FIXTURE SCHEDULE SHEET NOTES 01 CENTERLINE OF LIGHT FIXTURES TOAUGN WITH CENTRL NE OFEXTERIOR WINCOW WHERE IroMATED. 02 CENTERLINE OF LIGHT FIXTURES TOAUGN WITH CENTERLINE OFPLUABING. 03 VERMIN HELD HANG HEIGHTS WITH DESIGNER FOR PEfDAN15 AT STAIR PENDANT ROD I -I VARY W FROYIDEEXHWSTFANATLOckNON 05 DAMAGE DOOR OPENER HE HOOD VENT AT SCRIPT (RE EMIR SCHEDULE FOR HOOD VENTSPECIFICATICNREWIREMENT$) RCP NOTES 1. ALL CEILINGS TO BE GYPSUM BOARD CEILING. PAINTED PTDI FLAT WH ITE UNC. 2. CEILING HEIGHTS ARE TO BOTTOM OF STRUCTURE, UNO. 3. LOCATIONS OF CEILING PENETFNTK)NS SUCH AS AIR DIFFUSERS, LIGHT FIXTURES, ETC., SHOULD ALIGN, WHERE POSSIBLE. 4. ALL ADJUSTABLE LIGHT FIXTURES TO BE AIMED PRIOR TO SUBSTANTNLCOMPLETION.SCHEDULE&COORDINATEWITH DESIGNER 5. ALL LIGHT FIXTURESTO MEET LOCAL CODES AS REQUIRED. 6. LIGHT FIXTURE LOCATIONS SHALL TAKE PRECEDENCE OVER OTHER DEJICESFIXIURES. T. ALL ACCESS PANELS LOCATED N GYP. BOARD CEILINGS TO BE MUCIN, WINDROCK STEALTH OR EQUAL. 8. CONTRACTOR TO SUBMIT GYP. BE. CEILING CONTROL JOINT LOCATIONS TO DESIGNER FOR REVIEW 9. BATH ROOM LIGHTING SHALL COM PLY WITH CODE SECTION 83033 HVAC NOTES 1. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR THE MECHANICAL WORN. 2. MECHANICAL CONTRACTOR SHALL PERFORM ALL WORK WHICH 2 CUSTOMARILY ASSOCIATED WITH THE INSTALLATION OF RESIDENTIAL MECHANICAL SYSTEMS AS THEY RELATE TO THE WOW OF THIS PROJECT. 3, PROVIDE HIGH EFFICIENCY GAS FIRED FORCED AIR FURNACE WITH ATTACHED AIR CONDITIONING SYSTEM. FURNACE SHALL BE DIRECT VENT. 4. PROVIDE COMBUSTION AIR AS REWIRED BY CODE. 5. HVAC CONTRACTOR SHALL PROVIDE NO DUCT AND VENTILATION SCHEMATIC DIAGRAM TO OWNER I ARCHITECTURAL DESIGNER FOR RENEW AND APPROVAL PRIOR TO ROUGH IN. 6. MECHANMAL CONTRACTOR SHALL PROVIDE ALL DUCT WORK AS IS CUSTOMARILY ASSOCIATED WITH WORK OF THIS PROJECT INCLUDING RANGE VENTS, DRYER VENTS, ANDEXHAUSTFANVENTS. T. ALL MECHANICAL WORK SHALL COM PLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES INCLUDING BUT NOT UM ITED T0: PART IV MECHANICAL OF CURRENT INTERNATIONAL RESIDENTIAL CODE. B. PROVIDE 'DRYER BOX' RECESSED DRYER VENT BOX OR EQUAL AT ALL CLOTH ES DRYER LOCATIONS. 9, MECHANICAL CONTRACTOR TO PROVIDE NEW HOT WATER HIGH EFFICIENCY BOLEN ON DESIGN I BU ILD WIS. 10, BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH SECTION M 150 OF IRC OR WITH OTHER APPROVED MEANS OF VENTILATION. SEE NANDI J 6 D FOR MORE INFORMATION. 11, BATHROOM VENTILATION SHALL COMPLY WITH CODE SECTION MULL 12. DOMESTIC COOKING EXHAUST EQUIPMENT SHALL COMPLY WITH CODE SECTION M1 SMA 13. MAKEUP AIR REQUIRED Ml 503.6.1 EXHAUST SYSTEMS CAPABLE OF EXHAUSTING MORE THAN AW CUBIC FEET PER MINUTE SHALL BE MECHANICALLY OR PASSMELY PRO RDE WITH MAKEUP AIR ATA RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SYSTEMS$HALL BE EQUIPPED WITH NOT FEWER THAN ONE DAMPER COMPLYING WITH BECTON MI 5016.2 ttPEMAAK 1 LOCATION I DESCRIPTION REMARKS CF1 BEDROOMS CEILING FAN WITH LIGHT CMT MECHISTORAGE CEILING MOUNT, UTILITY SINGLE BULB FIXTURE CM2 MASTER BEDROOM CEIUNGMOUNTuECOMAHVE ON HALLWAY CEILING MOUNT, DECORATIVE DIA FIELD, THROUGHWT DOWNLIG T.TRIMMED, 4 -DIA O6WP FIELD, EXTERIOR AND WET DOWNLIGM,TRIMMED, 4 -DW WATERPROOF Li -WP EXTERIOR, FLOOR MOUNT EXTERIORLANDSCAPEUPLIGHT WATERPROOF NET KITCHEN ISLAND PENDANT. DECORATIVE MOUNTED WITH I8'W SUSPENSION, TBD PD2 GRIND PENDANT. DECORATIVE MOUNTED WITH I8'31r SUSPENSION, TO PO3 STAIRLANDINGS PENDANT, DECORATNE MOUNTED AND ANGLE) AT VARYING HEIGHTS 304 POWDER PENDANT, DECORATNE PL1 GARAGEANDSTORAGE PENDANT,UNEARSUSPEKDEG3A- SC1-WP EXTERIOR WALL SCONCE, DECORATIVE WATERPROOF SO2 BATHRL'OMS WALL BOUNCE, DECORATIVE REEIEVFORMOUNIING BG1 MVSTERSATH I WAIL BCWCE, ULLF*RI NE REEIEVFgiMOUNIING 5T1 IsLNNuASE I STEP UDM, INTERIM RE5ECTIONSFORLOCATIONS NOTE: ELEC CONTURI TO VERIFY ALL ELECTRICAL REQUIREMENTS WITH SCHEDULED FIXTURES PRIOR TO INSTALL. OWNER AND ARCHITECT TO THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 2060 Hoyt Sheet Lakewood CO 80215 Cell: 816.509.1769 Emal: NickWthinkingmodern.com 07.26.21 ISSUE FOR PERMIT Project Number 21022 Scale 1/4" = T-0" Description REFLECTED CEILING PLAN - SECONDFLOOR Al A02 PROPERTY I I � I I I 6-2318'TO FINISH 11 10 9 �7�r6) 5 14'-0- 6'-4' IT'. 11 W4- -+ 4'-8 112" I 1 S'-8 112" T - 6 1/4" I 1'-10 1Y!' 1'I 10112- hOfi OS 04 A3102 A3102 A3.101 I MT02 SFOZ SF03 I I I I I I I IIIIIIII+I+I IIIIIIIIIIII 11111111111 I I ELEVATION NOTES ARAPET� I. ALL FINISHES TOM INSTALLED PER MANUFACTURERS SPECS III'Illlll' I I MANUFACTURERS METATURERSSPECS 3. ALLMFACTURERSSPE GUTfER$, SCUPPERS, AND PORTICO DOWNSPOUTS TO BE PREFINISHED L(1knw0cd,C0 80215 I FINISH SCHEDULE 4 � 5920& 5924 W 39TH PLACE RECOMENDED BY MANUFACTURER WHEAT RIDGE, CO 80212 I DESIGNER AND OWNER. r-1118' 6. REFER TO ELEVATION$ FOR CONTROL MINT LOCATKINS; sa-wP I MATERIAL: CCHPNNEL FASCM FEATURES WHERE POSSIBLE; NO AREA TO EXCEED IWSF TOTAL BTW JOINTS � SEALED, FINISH TO BE VERIFIED WITH DESIGNER LOCATION : EXTERIOR FASCIA � I MT02 BB BB BB I COLOR: BLACK SIZE 2- U12.0 611101 ..o.P ..o.P .. I I STYLUSERIES: TBD COLOR: TBD � I I SF01 I I SIZE: NORMAN SIZE: 11510' x 2114' M LIVINGS tGK) 1 NORTH ELEVATION SCALE: 114' = 1'-0" 11 1 110A B DZ LL ELEVATION NOTES ARAPET� I. ALL FINISHES TOM INSTALLED PER MANUFACTURERS SPECS THE 2. ALL FINISH SUBSTRATES TO BE INSTALLED PER MANUFACTURERS METATURERSSPECS 3. ALLMFACTURERSSPE GUTfER$, SCUPPERS, AND PORTICO DOWNSPOUTS TO BE PREFINISHED L(1knw0cd,C0 80215 RE FINISH SCHEDULE 4 � 5920& 5924 W 39TH PLACE RECOMENDED BY MANUFACTURER WHEAT RIDGE, CO 80212 A. COORDINATE FINAL MATERIAL FINISHESCOLRS NOH DESIGNER AND OWNER. r-1118' 6. REFER TO ELEVATION$ FOR CONTROL MINT LOCATKINS; VERIFY WI DESIGNER IN FIELD AND ALIGN ATH BUILDING MATERIAL: CCHPNNEL FASCM FEATURES WHERE POSSIBLE; NO AREA TO EXCEED IWSF 11 1 110A B DZ LL ELEVATION NOTES ARAPET� I. ALL FINISHES TOM INSTALLED PER MANUFACTURERS SPECS THE 2. ALL FINISH SUBSTRATES TO BE INSTALLED PER CONCRETEPLANTER ALIGN TOP WITH FEE OF MAIN LEVEL 3X10 DOUGLAS FIR COLUMNS not I I I I WP scO a vK B02 MU01 MUD2 4) C3/ C2/ (1) PROVERTY IIIIIIIIIIIIIIIII�II IIIIIII�IIIIIIIIIII ��INNIIII a _ IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII ® e IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 03 A1,111 SEZJDND STORY SETBACK .1 51401 sm I SIDE SETBACK VIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� e ............................... fl SF01 BEYOND �I I I I A10 DOUGLAS I FIR COLUMNS 1 PROPERTY �, ��x, �, �� �, �� �, �,� �, PI L 2 SOUTH ELEVATION IS 9 ELEVATION NOTES ARAPET� I. ALL FINISHES TOM INSTALLED PER MANUFACTURERS SPECS THE 2. ALL FINISH SUBSTRATES TO BE INSTALLED PER MANUFACTURERS METATURERSSPECS 3. ALLMFACTURERSSPE GUTfER$, SCUPPERS, AND PORTICO DOWNSPOUTS TO BE PREFINISHED L(1knw0cd,C0 80215 4. COORDINATE REQUIRED FINISH MATERIAL CONTROLMINTS, FINISH SCHEDULE 4 � 5920& 5924 W 39TH PLACE RECOMENDED BY MANUFACTURER WHEAT RIDGE, CO 80212 12 9 Y PFLATE r-0TI0- ELEVATION NOTES ARAPET� I. ALL FINISHES TOM INSTALLED PER MANUFACTURERS SPECS THE 2. ALL FINISH SUBSTRATES TO BE INSTALLED PER MANUFACTURERS METATURERSSPECS 3. ALLMFACTURERSSPE GUTfER$, SCUPPERS, AND PORTICO DOWNSPOUTS TO BE PREFINISHED L(1knw0cd,C0 80215 4. COORDINATE REQUIRED FINISH MATERIAL CONTROLMINTS, FINISH SCHEDULE REVEALS WITH DESIGNER, PROVIDE CONTROL JOINTS AS 5920& 5924 W 39TH PLACE RECOMENDED BY MANUFACTURER WHEAT RIDGE, CO 80212 A. COORDINATE FINAL MATERIAL FINISHESCOLRS NOH DESIGNER AND OWNER. r-1118' 6. REFER TO ELEVATION$ FOR CONTROL MINT LOCATKINS; VERIFY WI DESIGNER IN FIELD AND ALIGN ATH BUILDING MATERIAL: CCHPNNEL FASCM FEATURES WHERE POSSIBLE; NO AREA TO EXCEED IWSF TOTAL BTW JOINTS PFLATE r-0TI0- WSW 541005 Project Number 21022 Scale 1/4" = T-0" Description EXTERIOR ELEVATIONS A2.100 rrou ARAPET� 1R' 2150 Hoyt Street L(1knw0cd,C0 80215 FINISH SCHEDULE yell 816.509.1769 Frr-II'. NicWthinkingnnodern.com FLOOR) r-1118' MT01 MATERIAL: CCHPNNEL FASCM FINISH: BLACKENED AND OIL RUBBED STEEL FINISH, SEALED, FINISH TO BE VERIFIED WITH DESIGNER LOCATION : EXTERIOR FASCIA MT02 MATERIAL: PREFINISHED METAL PARAPET CAP COLOR: BLACK SIZE 2- U12.0 611101 FLOOR MATERIAL: MASONRY UNITY: THIN BRIM VENEER 100, r STYLUSERIES: TBD COLOR: TBD SIZE: NORMAN SIZE: 11510' x 2114' M LIVINGS INSTALL: RUNNING BOND M'-0" LOCATION: EXTERIOR GRADER -6wir MU02 5410.05 MATERIAL: THIN BRICK VENEER STYLE)SERIES:TBD COLOR: TBD SIZE: MOWN SIZE: 11 M8'x2ll4' INSTALL:STACK, VERTICAL LOCATION: EXTERIOR SF01 MATERIAL : SCOAT STUCCO COLOR: VERIFY WITH DESIGNER SF02 MATERIAL: S' LAP SIDING BOARD COLOR: VERIFY WITH DESIGNER FINISNSMOOTH INSTALLVERTICPL SF03 MATERIAL 61 LAP SIDING COLOR: VERIFY WITH DESIGNER Date Description FINISH: SMOOTH 07.26.21 ISSUE FOR PERMIT NSTALL:VERRCAL TLO1 MATERIAL: EXTERIOR WALL TLE MANUFACTURER: TBD COLOR: TEM PRODUCT NUMBER: TBD SIZE: 2Px48' GROUT: TBD NSTALL:TBD LOCATION: EXTERIORANTERIOR DEMISING WALL NOTE: RE: ELEVS FOR INTERIORIFXTERIOR WHERE INSTALL PATTERN CARRIES BETWEEN EXTERIOR ENVELOPE AT WINDOWS WD01 MATERIAL: E%TnNTWOOD SIDING MANUFACTURER: DELTA MILLWORKS OR EQUAL SPECIES: TBD FINISH: TBD SIZE: 6 -BOARDS WSW 541005 Project Number 21022 Scale 1/4" = T-0" Description EXTERIOR ELEVATIONS A2.100 I K' 4 4 4 4 B j iT-11" 32-1P' CONTROLJOINTVERIFYWI V-0" V-01/2" 2r-11 GIP DESIGNER IN FIELD; NO PORTICO DOWNSPOUTS TO BE PREFINISHED Lnkn o°'Cs 4. COORDINATE REQUIRED FINISH MATERIAL CONTROL MINTS, AREA TO EXCEED 1445F 1 EAST ELEVATION SCALE: 1/4" = TO 02 01 A3.100 Aa100 GEE) 5F02 WT811 SFOS SFIN MIDIS I ` DD DD a4 v SP z 9 CONTROL JOINT M 3 MT01 so0 O so0 O s 01403 HH 119 _ A Dt 120A 3XIO DOUGLAS FIR COLUMNS F 0.9 � 201 e v CONCRETE PLANTER -ALIGN TOP 7-11 $lEP WITH FFE OF MAIN LEVEL DS I MU01 MUU2 CIK I 1 15'-T" 9'-9' 16'-5112" 1 19'-11112" 19'-07/9" 17'-11" 2 WEST ELEVATION SCALE: 114" =1'-0- z 9 i 0 N ELEVATION NOTES CONTROLJOINTVERIFYWI I. ALL FINISHES TO BE INSTALLED PER MANUFACTURERS SPECS THE f� DESIGNER IN FIELD; NO PORTICO DOWNSPOUTS TO BE PREFINISHED Lnkn o°'Cs 4. COORDINATE REQUIRED FINISH MATERIAL CONTROL MINTS, AREA TO EXCEED 1445F REVEALS WITH DESIGNER, PROVIDE CONTROL JOINTS AS 5920& 5924 W 39TH PLACE 2 TOTALBTWJOINTS S. COORDINATE FINAL MATERIAL FINI$HESICOLRS NTH DESIGNER AND OWNER. 10'-112• B. REFER TO ELEVATION$ FOR CONTROL MINT LOCATIONS; 3 VERIFYWI DESIGNER IN FIELD AND ALIGN ATH BUILDING MATERIAL: CCHANNELFASCM FEATURES WHERE POSSIBLE; NO AREA TO EXCEED IWSF TOTAL BTW JOINTS SEALED, FINISH TO BE VERIFIED WITH DESIGNER LOCATION : EXTERIOR FASCIA MT02 MATERIAL: PREFINISHED METAL PARAPET CAP COLOR: BLACK SIZE 2- 5412.59 MU01 N. FLOOR MATERIAL: MASONRY UNITY: THIN BRICNVENEER 12003 100'-0' STYLUSERIES: TBD � F 03 COLOR: TBD SIZE: NORMAN SIZE; 11510' x 2114' EN MVLNG � INSTALL: RUNNING BOND 00'-0" LOCATION: EXTERIOR G GRI i-61118' MU02 541905 MATERIAL: THINBRIOK VENEER STYLEISERIES:TBD DS COLOR: TBD SIZE: MOWN SIZE: 11510'x2114' INSTALL:STACK, VERTICAL LOCATION: EXTERIOR SFN 1 EAST ELEVATION SCALE: 1/4" = TO 02 01 A3.100 Aa100 GEE) 5F02 WT811 SFOS SFIN MIDIS I ` DD DD a4 v SP z 9 CONTROL JOINT M 3 MT01 so0 O so0 O s 01403 HH 119 _ A Dt 120A 3XIO DOUGLAS FIR COLUMNS F 0.9 � 201 e v CONCRETE PLANTER -ALIGN TOP 7-11 $lEP WITH FFE OF MAIN LEVEL DS I MU01 MUU2 CIK I 1 15'-T" 9'-9' 16'-5112" 1 19'-11112" 19'-07/9" 17'-11" 2 WEST ELEVATION SCALE: 114" =1'-0- z 9 i 0 III N ELEVATION NOTES PARAPE I. ALL FINISHES TO BE INSTALLED PER MANUFACTURERS SPECS THE 2. ALL FINISH SUBSTRATES TO BE INSTALLED PER MANUFACTURERS METATURERSSPECS 3. ALLMFACTURERSSPE GUTTERS, SCUPPERS, AND PORTICO DOWNSPOUTS TO BE PREFINISHED Lnkn o°'Cs 4. COORDINATE REQUIRED FINISH MATERIAL CONTROL MINTS, FINISH SCHEDULE REVEALS WITH DESIGNER, PROVIDE CONTROL JOINTS AS 5920& 5924 W 39TH PLACE 2 WHEAT RIDGE, CO 80212 S. COORDINATE FINAL MATERIAL FINI$HESICOLRS NTH DESIGNER AND OWNER. 10'-112• B. REFER TO ELEVATION$ FOR CONTROL MINT LOCATIONS; 3 VERIFYWI DESIGNER IN FIELD AND ALIGN ATH BUILDING MATERIAL: CCHANNELFASCM FEATURES WHERE POSSIBLE; NO AREA TO EXCEED IWSF TOTAL BTW JOINTS III yN r5 ELEVATION NOTES PARAPE I. ALL FINISHES TO BE INSTALLED PER MANUFACTURERS SPECS THE 2. ALL FINISH SUBSTRATES TO BE INSTALLED PER MANUFACTURERS METATURERSSPECS 3. ALLMFACTURERSSPE GUTTERS, SCUPPERS, AND PORTICO DOWNSPOUTS TO BE PREFINISHED Lnkn o°'Cs 4. COORDINATE REQUIRED FINISH MATERIAL CONTROL MINTS, FINISH SCHEDULE REVEALS WITH DESIGNER, PROVIDE CONTROL JOINTS AS 5920& 5924 W 39TH PLACE RECOMENDED BY MANUFACTURER WHEAT RIDGE, CO 80212 S. COORDINATE FINAL MATERIAL FINI$HESICOLRS NTH DESIGNER AND OWNER. 10'-112• B. REFER TO ELEVATION$ FOR CONTROL MINT LOCATIONS; VERIFYWI DESIGNER IN FIELD AND ALIGN ATH BUILDING MATERIAL: CCHANNELFASCM III OP� 17.0715" ELEVATION NOTES PARAPE I. ALL FINISHES TO BE INSTALLED PER MANUFACTURERS SPECS THE 2. ALL FINISH SUBSTRATES TO BE INSTALLED PER MANUFACTURERS METATURERSSPECS 3. ALLMFACTURERSSPE GUTTERS, SCUPPERS, AND PORTICO DOWNSPOUTS TO BE PREFINISHED Lnkn o°'Cs 4. COORDINATE REQUIRED FINISH MATERIAL CONTROL MINTS, FINISH SCHEDULE REVEALS WITH DESIGNER, PROVIDE CONTROL JOINTS AS 5920& 5924 W 39TH PLACE RECOMENDED BY MANUFACTURER WHEAT RIDGE, CO 80212 S. COORDINATE FINAL MATERIAL FINI$HESICOLRS NTH DESIGNER AND OWNER. 10'-112• B. REFER TO ELEVATION$ FOR CONTROL MINT LOCATIONS; VERIFYWI DESIGNER IN FIELD AND ALIGN ATH BUILDING MATERIAL: CCHANNELFASCM FEATURES WHERE POSSIBLE; NO AREA TO EXCEED IWSF TOTAL BTW JOINTS OP� 17.0715" 5110.05' Project Number 21022 Seale 1/4" = T-0" Description EXTERIOR ELEVATIONS A2.101 rrou PARAPE IS' 112• 21.60 Hoyt Street Lnkn o°'Cs FINISH SCHEDULE -ll819.1769 Finan'. NickWthinkingmodern.com N. FLOOR 10'-112• MT01 MATERIAL: CCHANNELFASCM FINISH: SLACKENED AND OIL RUBBED STEEL FINISH, SEALED, FINISH TO BE VERIFIED WITH DESIGNER LOCATION : EXTERIOR FASCIA MT02 MATERIAL: PREFINISHED METAL PARAPET CAP COLOR: BLACK SIZE 2- 5412.59 MU01 N. FLOOR MATERIAL: MASONRY UNITY: THIN BRICNVENEER 100'-0' STYLUSERIES: TBD COLOR: TBD SIZE: NORMAN SIZE; 11510' x 2114' EN MVLNG � INSTALL: RUNNING BOND 00'-0" LOCATION: EXTERIOR G GRI i-61118' MU02 541905 MATERIAL: THINBRIOK VENEER STYLEISERIES:TBD COLOR: TBD SIZE: MOWN SIZE: 11510'x2114' INSTALL:STACK, VERTICAL LOCATION: EXTERIOR SF01 MATERIAL : BCOAT STUCCO COLOR: VERIFY WITH DESIGNER SF02 MATERIAL: 3' LAP SIDING BOARD COLOR: VERIFY WITH DESIGNER FINISH;SMOOTH INSTALLVERTIGLL SF03 MATERIAL:O' LAP SIDING COLOR: VERIFY WITH DESIGNER Date Description FINISH: SMOOTH 07.26.21 ISSUE FOR PERMIT NSTALLVERTCAL TLO1 MATERIAL: EXTERIOR WALL TLE MANUFACTURER: TBD COLOR: TBD PRODUCT NUMBER: TBD SIZE: 29x48' GROUT: TBD NSTALLTBD LOCATION: EXTERIORANTERIOR DEMISING WALL NOTE: RE: ELEVS FOR INTERIOWEXTERIOR WHERE INSTALL PATTERN CARRIES BETWEEN EXTERIOR ENVELOPE AT WINDOWS WD01 MATERIAL: EXTINTWOOD SIDING MANUFACTURER: DELTA MILLWORKS OR EQUAL SPECIES: TBD FINISH: TBD SIZE: 6 -BOARDS 5110.05' Project Number 21022 Seale 1/4" = T-0" Description EXTERIOR ELEVATIONS A2.101 do W heatqu (i m Y Ing OMso PROPERTY 1r -o• I tea I SECOND STORY SETBACK 5-0' SIDESET�BACK EMM ROOFING MEMBRANE ON TAMPERED FOAM OR CRICKETS ON ROOF STRUCTURE ON SHEATHING PER STRUCT. tea are PREFINISHED METAL 'ANAPET COPING I lo' GYP. BD I R-21W1R MIN.SPRAYINSULATION WIR29 EAST INSULATION =R49TOTALMIN.ITYP.) LAUNDRI 194 are'TO FINISH 211 I I 314'T&G OSB FLOOR SHEATHING ON FLOOR STRUCTURE, RE: STRUCT I I R-21 KRAFTFACED BATT INSULATION CEDAR SOFFIT - STAIN TO MATCH WDm BB BB I I I I DS FOOTING AND FOUNDATION, RE: STRUCT 4' THICK CONCRETE PATIO -ALL SLABS TO PERIMETER DRAIN PER DRAIN MIN. 1I WHISREPORT AWAYFROM RESIDENCE I I 01 SECTION 01 JY 11'-6- 1aa SECOND STIXRY SETBACK fie L I SIDE SETBACK I I I I I' to-0'TI)FlNISH I I I I I I 1I 6'-8" Ir .11314" P-9 in- 5'-91/Y' AF 7'-6114" T f1'- 10 1171-J1'-10 11 OS O A3.102 A3.191 MASNEB BEDROOM WATERPROOFING TO 212 WRAP 1T MIN. UPSIDE WALLS TYP A�8 g 3 CRAWLSPACE PROVIDE R30KRAFT FACED tT CONDmONED AIR SUPPLY BATT INSULATION PROVIDE CONTINUOUS CLASS I VAPOR RETARDER OVER ALL EXPOSED EARTH. JOINTS OF VAPOR RETARDANT SHALL OVERLAP A MIN OF T AND SHALL BE SEALED OR TAPED. EDGES MUST EXTEND AT LEAST 6'UP STEM WALLS AND SHALL BE ATTACHED TO WALL OR INSULATION. o ENTRY HALLWAY 10 f •I Under -Floor space shall comply with R408 �) (3) ' ° � 5 r -1D 1/1'• � r-19 vr' 9 T" T-6114- 6•-911 9'-911 / C3 I A310' A3.101 EPDM ROOFING MEMBRANE ON TAMPERED FOAM OR CRICKETS ON ROOF STRUCTUREONSHEATHINGPERSTRUCT. Rol MAS ER MASTER CLO ET BEDROOM 7 291 209 I I I I MING H1C4 0 103 Sa TOFlNISH O 64"TOFND d F02 V 5 PROVIDE WOOD SIWCAP AT PARTIAL HEIGHT WALL 3 CRAWLPROVIDE FOOTING AND FOUNDATION, q CONDITIONED DNEDAIR SUPPLY RE: STRUCT PERIMETER DRAIN PER SOILSREPORT R-30 KRAFT FACED BATT INSULATION I 02 SECTION 02 14•-11 112" r -r" I I is -0' I SECOND STOW SETBACK I s-0 I I SIDES I I I 44449 II I I I LOFT uuO I I EN DINING 10 Ofi I r I I F9z R-30 KRAFT FACED BATT INSULATION PROPERTY L qR111111013910100 te 5'a TO END LL—% I CONTRACTORTOPRO PROPER SWALE AND DRAINAGE-SEESOILS REMOTE FOR RECOMMENDATIONS I 0� 12� 17'-11314- 6•-8- 14•-D" 10'a SECOND STORYSETBACK C Aa 19z I 6-0' OFF E LL p0B GG GG GG GG GG 101 g p3 1 ACE-PROVDE EDAIRSUPPLY FOOTING AND FOUNDATION, RE. STRUCT PERIMETER GRAIN PER SOILS REPORT LJ Under -Floorspace shall comply with R408 Tn uue GENERAL NOTES 4 I . DONOTSCALEDRAWINGS 2. REFER TO FIRE PROTECTION PLANS FOR FIRE RATED FLUOR, THE THE ROOF AND WALL LOCATIONS AND ASSEMBLIES 3. REFER TO CIVIL AND LANDSCAPE FOR SITE IMPROVEMENTS AND PROJEC SCOPE OUTSIDE BUILDING PORTICO 4. ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE REQUIREMENTS OF CURRENT IRC. RBERS NOT TO EXCEED 119'-0718' ITS-. THREADS MUST BE MINI MUM DEPTH OF IT 5920& 5924 W 39TH PLACE 5. ALL STAIR OPEN INGSAND 0 MENS CONES TO BE FIELD WHEAT RIDGE, CO 80212 VERIFIED AND COORDINATED PRIORTO CONSTRUCTING OPENINGS AND STAIRS rn 6, ALL EXTERIOR ROOF DECK FAILINGS TO BE 36' MIN. ABOVE I I ADJACENT WALKING SURFACES. ALL EXTERIOR PARAPET PMAPET RAILINGS TO BE 36' M IN, ABOVE ADJACENT WALKING tr SURFACES 2150 Hoyt Street T. ALL INTERIOR RAILINGS SHOWN ARE FOR GRAPHICAL PURPOSES c S. ALL HANDMILS SHALL MEET REQUIREMENTS OF CURRENT IRC "-11 816.509.1769 te 5'a TO END LL—% I CONTRACTORTOPRO PROPER SWALE AND DRAINAGE-SEESOILS REMOTE FOR RECOMMENDATIONS I 0� 12� 17'-11314- 6•-8- 14•-D" 10'a SECOND STORYSETBACK C Aa 19z I 6-0' OFF E LL p0B GG GG GG GG GG 101 g p3 1 ACE-PROVDE EDAIRSUPPLY FOOTING AND FOUNDATION, RE. STRUCT PERIMETER GRAIN PER SOILS REPORT LJ Under -Floorspace shall comply with R408 Tn uue 4 - I SIDESETBACK I I I P PLATE I I 119'-0718' `a rn Rol I I PMAPET tr 113'-1110' 2150 Hoyt Street I L(1knWood,C08O2l5 c "-11 816.509.1769 re Finail NickWthinkingmodern.com te 5'a TO END LL—% I CONTRACTORTOPRO PROPER SWALE AND DRAINAGE-SEESOILS REMOTE FOR RECOMMENDATIONS I 0� 12� 17'-11314- 6•-8- 14•-D" 10'a SECOND STORYSETBACK C Aa 19z I 6-0' OFF E LL p0B GG GG GG GG GG 101 g p3 1 ACE-PROVDE EDAIRSUPPLY FOOTING AND FOUNDATION, RE. STRUCT PERIMETER GRAIN PER SOILS REPORT LJ Under -Floorspace shall comply with R408 5412.Sa 541005' M_UN 19 Q Dein I Descdpdm 07.26.21 ISSUE FOR PERMIT Project Number 21022 Scale 1/4' = 1' 0" Description BUILDING SECTIONS A1100 - I SIDESETBACK I I I I I H Rol I I I 10M3re•TOFlNISH I I § HALLWAY BEDROOM r 219 215A I W I I — 3 I I m w § I I o 02> R01 — I — I 0 I o OFFICE n4 6'-23WIFOFlNISH 6'4•To ON oz I — � I CRAWLSPACE-PROVIDE RaO KRAFT FACED 4 CONDITIONED AIR SUPPLY M"TINSLUXIDN T I I 5412.Sa 541005' M_UN 19 Q Dein I Descdpdm 07.26.21 ISSUE FOR PERMIT Project Number 21022 Scale 1/4' = 1' 0" Description BUILDING SECTIONS A1100 SLOPE ALI MONTE 19'.11 112- 1 OC 12" 10C EPDM ROOFING MEMBRANE ON TAMPERED FOAM OR CRICKETS ON ROOF C i6'-6111" 01 A3.100 81 '91t IT .7" 03 SECTION 03 SCALE: Unser -Floor space snarl Comply wiln M4uB B' - W. Y 6'-a I/r' N fE 2060 HON Street Ln knwocd, CO 80215 -0. 816.509.1969 Finan'. NickMthinkingmodern.com 07.26.21 ISSUE FOR PERMIT Project Number 21022 Seale 1/4" = 11.01k Description BUILDING SECTIONS 04 SECTION 04 A1101 SCALE: 1/4"=1'-0" 9 GENERAL NOTES N THE THE ROOFAND WALL LOCATgNS AND ASSEMBLIES TOP PLATE PORTICO 4. ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE 1191 REQUIREMENTS OF CURRENT IRC. RLSERS NOT TO EXCEED e'l ITS'. THREADS MUST BE MINI MUM DEPTH OF IT 5920& 5924 W 39TH PLACE 5. ALL STAIR OPEN INGSAND 0 MENS CONES TO BE FIELD WHEAT RIDGE, CO 80212 VERIFIED AND COORDINATED PRIORTO CONSTRUCTING PARAPET 2 6, ALL EXTERIOR ROOF DECK RAILINGSTO BE 36 -MIN. MOVE 11T-1119' 9 § RAILINGS TO BE 36' M IN, ABOVE ADJACENT WALKING 3 SURFACES T. ALL INTERIOR RAILINGS SHONN ARE FOR OWNK:AL 2ND RN. FLOOR 8. ALL HANDRAILS SHALL MEET REQUIREMENTS OF CURRENT IRC 110'-1 la. 3 X a 541250 1ST FUN. FLOOR 100'-r Is N SUNKEN WINO ISTFIN FLOOR 99'-r AVG RAGE 9T -99'1r 5110.05 2060 HON Street Ln knwocd, CO 80215 -0. 816.509.1969 Finan'. NickMthinkingmodern.com 07.26.21 ISSUE FOR PERMIT Project Number 21022 Seale 1/4" = 11.01k Description BUILDING SECTIONS 04 SECTION 04 A1101 SCALE: 1/4"=1'-0" GENERAL NOTES N THE THE ROOFAND WALL LOCATgNS AND ASSEMBLIES TDP PUTS PORTICO 4. ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE n9-onr REQUIREMENTS OF CURRENT IRC. RLSERS NOT TO EXCEED ITS'. THREADS MUST BE MINI MUM DEPTH OF IT 5920& 5924 W 39TH PLACE 5. ALL STAIR OPEN INGSAND 0 MENS CONES TO BE FIELD WHEAT RIDGE, CO 80212 VERIFIED AND COORDINATED PRIORTO CONSTRUCTING PARUJI 2 6, ALL EXTERIOR ROOF DECK RAILINGSTO BE 36 -MIN. MOVE 113'-111r ADJACENT WALKING SURFACES. ALL EXTERIOR PARAPET RAILINGS TO BE 36' M IN, ABOVE ADJACENT WALKING 3 SURFACES T. ALL INTERIOR RAILINGS SHONN ARE FOR OWNK:AL MIND RN. FLOOR 8. ALL HANDRAILS SHALL MEET REQUIREMENTS OF CURRENT IRC na-1 yr X Is 5412.50' ISTFIN FLOOR Too' -F SUNKEN LOSING A9'-0' AVG RAGE 91'-8 A'ir 5110.05 2060 HON Street Ln knwocd, CO 80215 -0. 816.509.1969 Finan'. NickMthinkingmodern.com 07.26.21 ISSUE FOR PERMIT Project Number 21022 Seale 1/4" = 11.01k Description BUILDING SECTIONS 04 SECTION 04 A1101 SCALE: 1/4"=1'-0" GENERAL NOTES L DONorscraEDRAWINGS 2. REFERTO FIRE PROTECTION PUNS FOR FIRE RATED FLOOR, THE THE ROOFAND WALL LOCATgNS AND ASSEMBLIES 3. REFERTOCIVIL AND IANDSCAPEFOR SITE IMPROVEMENTS AND PROJEC SCOPE OUTSIDE BUILDING PORTICO 4. ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE REQUIREMENTS OF CURRENT IRC. RLSERS NOT TO EXCEED ITS'. THREADS MUST BE MINI MUM DEPTH OF IT 5920& 5924 W 39TH PLACE 5. ALL STAIR OPEN INGSAND 0 MENS CONES TO BE FIELD WHEAT RIDGE, CO 80212 VERIFIED AND COORDINATED PRIORTO CONSTRUCTING OPENINGS AND STAIRS 6, ALL EXTERIOR ROOF DECK RAILINGSTO BE 36 -MIN. MOVE ADJACENT WALKING SURFACES. ALL EXTERIOR PARAPET RAILINGS TO BE 36' M IN, ABOVE ADJACENT WALKING SURFACES T. ALL INTERIOR RAILINGS SHONN ARE FOR OWNK:AL PURPOSES 8. ALL HANDRAILS SHALL MEET REQUIREMENTS OF CURRENT IRC 2060 HON Street Ln knwocd, CO 80215 -0. 816.509.1969 Finan'. NickMthinkingmodern.com 07.26.21 ISSUE FOR PERMIT Project Number 21022 Seale 1/4" = 11.01k Description BUILDING SECTIONS 04 SECTION 04 A1101 SCALE: 1/4"=1'-0" do W heatqu (i m Y Ing Dole 2T-11 we EMM ROOFING MEMBRANE ON TAMPERED FOAM OR CRICKETS ON ROOF STRUCTURE ON SHEATHING PER . PRE -FINISHED METAL PARAPET COPINGOPING yr GYP. BD R 20 MIN. SPRAY INSULATION W1 R 29 BATT INSULATION =R 49 TOTAL MIN.(TYP.) 1]'-11" K N +E 05 SECTION 05 SCALE: 114"=1'-0' CONC. PLANTER; RE EUNATIGN AND SITE PLAN FOR MORE INFORMATION 06 SECTION 06 SCALE: 114'=1'4' 22-113/6' L DONOTSCALEDRAmrvcS 2. REFER TO FIRE PROTECTION PLANS FOR FIRE RATED FLOOR, 6'-012' B'-0" 32' 10" 3. REFER TO CIVIL AND IANDSCAPEFOR SITE IMPROVEMENTS AND PROJEL SCOPE OUTSIDE BUILDING PORTICO 4. ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE 1 REQUIREMENTS OF CURRENT IRC. RISERS NOT TO EXCEED MMIR901 IIS". THREADS MUST BE MINI MUM DEPTH OF 1a 5920& 5924 W 39TH PLACE 5. ALL STAIR OPEN Was AND 0MIENS ICOFIESTO BE FIELD WHEAT RIDGE, CO 80212 VERIFIED AND COORDINATED PRIORTO CONSTRUCTING �r�w����w��4►wii���i� '�,r�rriri�irir4��urJ� A3]1 { ADJACENT WALKING SURFACES. ALL EXTERIOR PARAPET RAILINGS TO BE 36' MIN, ABOVE ADJACENT WALKING EPDM ROOFING MEMBRANE ON SURFACES L T. ALL INTERIOR RAILINGS SHOWN ARE FOR OWNK:AL PURPOSES TAMPERED FOAM OR CRICKETS ON ROOF Form 6 FM 113'-1116' 1]'-11" K N +E 05 SECTION 05 SCALE: 114"=1'-0' CONC. PLANTER; RE EUNATIGN AND SITE PLAN FOR MORE INFORMATION 06 SECTION 06 SCALE: 114'=1'4' GARAGEPOWDER KITCHEN 5 CRAWLSPACE-PROVIDE R30 KRAFT FACED J FOOTING AND FOUNDATION, CONDITIONED AIR SUPPLY BATT INSULATION RE: STRUCT PERIMETER DRAIN PER SOILS REPORT PROVIDE CONTINUOUS CLASS I VAPOR RETARDER OVER ALL EXPOSED EARTH. JOINTS OF VAPOR RETARDANT SHALL OVERLAP A MIN OF T AND SHALL BE SEALED OR TAPED. EDGES MUST EXTEND AT LEAST e' UP STEM WALLS AND SHALL BE ATTACHED TO WALL OR INSULATION. Under -Floor space shall comply with R40B / CJ I UVING 118 CRAWLSPACEPROVIDE CO4DMONED AIR SUPPLY GENERAL NOTES 22-113/6' L DONOTSCALEDRAmrvcS 2. REFER TO FIRE PROTECTION PLANS FOR FIRE RATED FLOOR, 6'-012' B'-0" 32' 10" 3. REFER TO CIVIL AND IANDSCAPEFOR SITE IMPROVEMENTS AND PROJEL SCOPE OUTSIDE BUILDING PORTICO 4. ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE REQUIREMENTS OF CURRENT IRC. RISERS NOT TO EXCEED TOP PLATE IIS". THREADS MUST BE MINI MUM DEPTH OF 1a 5920& 5924 W 39TH PLACE 5. ALL STAIR OPEN Was AND 0MIENS ICOFIESTO BE FIELD WHEAT RIDGE, CO 80212 VERIFIED AND COORDINATED PRIORTO CONSTRUCTING OPENINGS AND STAIRS 6. ALL EXTERIOR ROOF DECK RAILINGS TO BE Sly MIN, ABOVE A3]1 { ADJACENT WALKING SURFACES. ALL EXTERIOR PARAPET RAILINGS TO BE 36' MIN, ABOVE ADJACENT WALKING EPDM ROOFING MEMBRANE ON SURFACES L T. ALL INTERIOR RAILINGS SHOWN ARE FOR OWNK:AL PURPOSES TAMPERED FOAM OR CRICKETS ON ROOF & ALL HANDMILS SHALL MEET REQUIREMENTS OF CURRENT IRC 6 113'-1116' STRUCTURE ON SHEATHING PER STRUCT. � r PRE -FINISHED METAL PARAPET COPING r 2XD FIN.FLOOR Rol 0 1DEGYP. BO R-20 MIN. SPRAY INSULATION Wl R&9 BATT INSULATION i =R49 TOTAL MIN.QYP) rc R-21KRApTFACEDBA11' ASTER RAT I HALLWAY BEOR BATHROOM i' iSED DOM INSULATION 213 - 219 - 215 418 ON ROOF 1oa-o^ =r To'T&G Gas FLOOR SHEATHING N 'STRUCTON FLOOR STRUCTURE, SUNKEN WING RE: STRUCT. AVG GRADE GARAGEPOWDER KITCHEN 5 CRAWLSPACE-PROVIDE R30 KRAFT FACED J FOOTING AND FOUNDATION, CONDITIONED AIR SUPPLY BATT INSULATION RE: STRUCT PERIMETER DRAIN PER SOILS REPORT PROVIDE CONTINUOUS CLASS I VAPOR RETARDER OVER ALL EXPOSED EARTH. JOINTS OF VAPOR RETARDANT SHALL OVERLAP A MIN OF T AND SHALL BE SEALED OR TAPED. EDGES MUST EXTEND AT LEAST e' UP STEM WALLS AND SHALL BE ATTACHED TO WALL OR INSULATION. Under -Floor space shall comply with R40B / CJ I UVING 118 CRAWLSPACEPROVIDE CO4DMONED AIR SUPPLY GENERAL NOTES L DONOTSCALEDRAmrvcS 2. REFER TO FIRE PROTECTION PLANS FOR FIRE RATED FLOOR, THE THE ROOFAND WALL LOCATIONS AND ASSEMBLIES 3. REFER TO CIVIL AND IANDSCAPEFOR SITE IMPROVEMENTS AND PROJEL SCOPE OUTSIDE BUILDING PORTICO 4. ALL STAIRS AND STEPS PROVIDING EGRESS MUST MEET THE REQUIREMENTS OF CURRENT IRC. RISERS NOT TO EXCEED TOP PLATE IIS". THREADS MUST BE MINI MUM DEPTH OF 1a 5920& 5924 W 39TH PLACE 5. ALL STAIR OPEN Was AND 0MIENS ICOFIESTO BE FIELD WHEAT RIDGE, CO 80212 VERIFIED AND COORDINATED PRIORTO CONSTRUCTING OPENINGS AND STAIRS 6. ALL EXTERIOR ROOF DECK RAILINGS TO BE Sly MIN, ABOVE ADJACENT WALKING SURFACES. ALL EXTERIOR PARAPET RAILINGS TO BE 36' MIN, ABOVE ADJACENT WALKING SURFACES T. ALL INTERIOR RAILINGS SHOWN ARE FOR OWNK:AL PURPOSES PARAPET & ALL HANDMILS SHALL MEET REQUIREMENTS OF CURRENT IRC 6 PALATE 119'.9]18" PARAPE 113. 11M" 21.60 Hoyt Street L(lkewood, CO 802) s C e0. 816.509.1769 Finch: NicWthinkingmodern.com IR S �MMMMMMMMMMF_ud:t �MMPMME16Lam:Mu•T•::I 1aa-D" 9 SUNKEN LIVING eSBP "" AVG GRADE 9]'-69116" 5 10.05 07.26.21 ISSUE FOR PERMIT Project Number 21022 Seale 1/4"= 11.01k Description BUILDING SECTIONS A1102 N TOP PLATE 119'-8]16' 9 PARAPET i 6 113'-1116' � r r 2XD FIN.FLOOR 30 0 110. 110'-1116' 10 g rc MUM' 1STFlN.FLOOR 1oa-o^ =r N SUNKEN WING AVG GRADE 9]'-89116' 5410.05' 07.26.21 ISSUE FOR PERMIT Project Number 21022 Seale 1/4"= 11.01k Description BUILDING SECTIONS A1102 do W neat' (i m Y eO/b/ng Deo NSULATNIN REQUIREMENTS PECC SEC 8102) MLESS OTHERWISE NOTED. MEETING THE FOLLOWING MIN REQUIREMENTS: R-21 OR R-013+8 . R-20 CONTINUOUS SPRAY WITH R-29 MIN. BATT INSULATION I. R30- RAFTERS) CEILINGS, LIMITED TO S00 SF. OR 20% OF TOTAL AREA. WHICH 1. R30- FLOOR JOISTS ABOVE UNHEATED AREAS I CANTILEVERS OF FILL CAVITY (P RAI DEPTH OF T -0' -SLAB I. 8.1521 - (CONT. I STUD) BASEMENT WALLS INSTALL INSULATION IN CONTINUOUS BIANKETS WITHOUT HOLES FOR ELECTRIC LIGHT FIXTURES OR DUCT WORK 'BRESTRATION IECC SEC RIm.1 A &81023 ).39 -FENESTRATION U -FACTOR 1.50 -SKYLIGHT UfACT R49 ROOF R49 ROOF THERMAL ENVELOPE SECTION SCALE: 3116" =1'0" 6 MIL. POLYETHYLENE SHEETING LAPPED 12" AT SEAMS PER AF103.3 PERMANENT SHEETING SHALL FIT CLOSELY AROUND AIRTIGHT SEAL, TYP. ALL PIPE PENETRATIONS PER AF1033 SLAB ON GRADE 4" UNIFORM LAYER CLEAN AGGREGATE PER AF1032 3 STANDARD RADON SECTION SCALE: 1/4"=1'-0' OPENINGS COVERED W/FILTER CLOTH 3" PVC SCHO 40 PIPE SUPPORT STRAPPING, TYP. LOCATION OF ELECTRICAL CIRCUIT FOR FUTURE FAN EXPOSED PORTION OF RADON CONTROL PIPE LABELED TO READ "RADON REDUCTION SYSTEM" LOCATION OF VISIBLE OR AUDIBLE ALARM FOR SYSTEM FAILURE ALL PENETRATIONS SEALED TIGHT PERMANENT W614"%L, TYP. Typical Installation SIEP�TE PROTECTED AND GROUNDED SERVICE O� --- �Mi 4FT. MIN. FROM FLOOR. P PUMP POWER CORD DISCHARGE PfRE NO SUNJuo' CHAIN PUMP w 1 OUI 1) �� POWER CORD GROMMET 20 OR 30 VENT PIPE • II 1 _ BASIN C0VM /.AM% PUMP 2 SUMP DETAIL SCALE: 6" =1'-0" ^ CHECK VALVE UWN W9 TIGHT BASIN � fe' D0. % 22' DEEP NLN. 3/14' W. BLEED HOLE W DISCHARGE PIPE PLACE PUMP ON HARD LEVEL SURFACE NEVER PLACE DIRECTLY ON CIAY EARTH OR GRAVEL SURFACE xe Using concrete Yasteners, and cauildng-sealant (not Included) Installs aver yet allows acces to exIsdng sump I stalling out orvendng dangerous radon gas AAW DISCHARGE PIPING R (Not lncludsd) 4 SCALE DETAIL THE PORTICO 5920 & 5924 W 39TH PLACE WHEAT RIDGE, CO 80212 ■ ■ ■ 2060 HON Sheet LOkowood, CO 80215 e0. 816.509.1769 Finail NickWthinkingmodern.com Q Dab I Description 07.26.21 ISSUE FOR PERMIT Project Number 21022 Scale As indicated Description THERMAL AND BUILDING DETAILS A3.103 From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Monday, August 9, 20217:00:43 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5920 West 39th Place Property Owner Name WEST 39 LLC Property Owner Phone 303-910-7193 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email DEREK.LONGWELL@EFIRSTBANK.COM Address Attach City of Wheat Electronic Payment Form 5920 and 5924 West 39th Place Ridge Electronic Duplex 071921 Ddf Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Nick Young What is your role in the Architect project? Contact Phone Number 816-509-1769 (enter WITH dashes, eg 303-123-4567) Contact Email Address nick@thinkingmodern.com for Plan Review Comments Retype Contact Email nick@thinkingmodern.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs Construction Plans scanned on 11'x17" or larger SCOPE OF WORK INCLUDES ANEW BUILD 2 -STORY DUPLEX WITH FULL BASEMENTS OF APPROX 4-5,000 SF / UNIT, ABOVE GRADE. DUPLEX UNITS TO INCLUDE ATTACHED 2 -CAR GARAGES AND 1 CAR PORT EACH. IP1 • •• I • I INIT, ISM •1 "IM • 17 "11=1 ITITIN• 1 1 Duplex 1. Proof Of Submission Sanitation 5920 and 5924 West 39th Place Duplex 071921.pdf SoilsRnt 5920 and 5924 West 39th Place Duplex 071921.pdf �•• .111'1 • x.11 • �'110-1.011MURM Duplex 11 :7x.Y•]IT-�.7:F7iL:I��.FTiliF7�.'X'YI�f7iL:b'X'YZl�1�C�[c�!3i7�. - Duplex 11 FULL SET 5920 and 5924 West 39th Place Duplex 072621.pdf Project Value (contract 550000 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 Valuation Okay 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 Nick Young 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.