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HomeMy WebLinkAbout4480 Ingalls StreetCity of Wheat Ridge Residential Electric PERMIT - 201902024 PERMIT NO: 201902024 ISSUED: 09/23/2019 JOB ADDRESS: 4480 Ingalls St EXPIRES: 09/22/2020 JOB DESCRIPTION: Electrical for baseboard heat in laundry room; various troubleshooting *** CONTACTS *** OWNER (303)385=7924 FERREL CHARLES W SUB (303)523-2044 MARK E ESPARZA 020539 ESPARZA ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 985.00 FEES Total Valuation 0.00 Use Tax 20.69 Permit Fee 43.50 ** TOTAL ** 64.19 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specificationsa applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that 1 am le ally authorized to include all entities named within this document as parties to the work to be performed and thjt all work to be performed is disclosed in this document andlor its' accompanying approved plans and specifications. Signatdre of OWNER dr CONTRACTOR (Circle one) Date v 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. All— �.. Signature of Chief Build)fig f ficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat j j dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: � -7 l �`J A Plan/Permit # 1� Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): L Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: f Z y4- City of Wheat Ridge License #: Phone: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. rr ✓� r�ret cd /2yv" Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) y�� Signature (first and last name): / / Aldi 4 !/ !/��-- DATE: I J, Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � Job Address: �. Permit Number: ❑ No one available for inspection: Ti A Re -Inspection required: Yevl'J=- When corrections have been made, schedule for re -inspection online at: http✓/www. Date: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 4 � '�; V . Job Address:`��'�PermitNumber: ❑ No one available for inspection: Time (0 Z,AM/P Re -Inspection required: Yes• No When corrections have been made, call for re -inspection at 303-234-5933 Date: (10- j4Inspector: r 1 --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L4 r Job Address: q Permit Number: 1 "yF ❑ No one available for inspection: Ti_ M Re -inspection required: Yesi` NQ) When corrections have been made, call -for re -inspection at 303-234-5933 Date: ( Inspector:`` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE InspectionType: Job Address:.} Permit Number: -29 ❑ No one available for inspection: Tim* t M%PM Re -Inspection require&"w_Yes-` No When corrections have been made,�all for re -inspection at 303-234-5 33 D �`" 1 Inspegto _ F. DO NOT REIIYLObE THIS NOTICE i CITY OF WHEAT RIDGE Build Inspection 100ision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C4 Job Address: Permit Number: ❑ No one available for inspection: �Time� '- SAM/ M Re -Inspection required: Yew._ Nola, When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: -- DO NOT REMOVE THIS NOTICE i CITY OF WHEAt RIDGE gBaildin9lnspectidh Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ,5;> 7 A7 f_ Job Address: 4 `tI- � Permit Number: a�51 i ❑ No one available for inspection: T' e Re -Inspection required: Yes,,,,-Fo When corrections have been made, calrfor re -inspection at 303-234-5933 Date: --"Y ,3>,_ ` % Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `''� t -e Job Address: CI`` Z 0 Permit Numbe: C� t. 3 ❑ No one available for inspection: Time �` `'AM/PM Re -Inspection required: Yes Nod' t._✓' When corrections have been made, call for re -inspection at 303-234-5933 Date: = Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge F. Residential Foundation Repair PERMIT - 201900514 PERMIT NO: 201900514 ISSUED: 03/26/2019 JOB ADDRESS: 4480 Ingalls St EXPIRES: 03/25/2020 JOB DESCRIPTION: Foundation stabilization with 11 helical piers *** CONTACTS *** OWNER (303)385-7924 FERREL CHARLES W SUB (303)805-8751 Rodney Martin 060125 Complete Basement Systems *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,345.00 FEES Total Valuation 0.00 Plan Review Fee 194.61 Use Tax 322.25 Permit Fee 299.40 ** TOTAL ** 816.26 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest t at I am leg ally authorized to include all entities named within this document as parties to the work to be perforrad and that all vypflco be performed is disclosed in this document and/pr its' accompanying approved plans and specifications. SignatureW OWNER ONTRACTOR_,(fiTeId one) Dat l , This' ertru was issue mon ifieinformation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner"]berformed that shall results in a change. of the natural flow of water without prior and specific approval. 5, The perm' J shallBuilding and Inspection Services Division in accordance with established policy of all required s 1 nr conceal work without written approval of such work from the Building and Inspection Services Divisio • . 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code ora rdinance o gulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of `1`Iheatjdge COMMUNITY DEVELOI'MENT- Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Officer 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(51d.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit #�- Plan Review Fee: jq� bl Building Permit Application **' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.'** Property Address: 4480 Ingalls St Property Owner (please print): Chuck Ferrel Phone: 303-385-7924 Property Owner Email: Mailing Address: (if different than property address) A AA '_cc City, State, Zi Architect/Enaineers LEVEL ENGINEERING Architect/Engineer E-mail: —ADM IW@.LEVELINSPECTIO Phone: 720-408-0119 NS.COM Contractor: Rod Martin's Complete Basement Systems Contractors City License #: 60125 Phone: 303-805-8751 Contractor E-mail Address: kayla montezna completebasementsystems.net For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Kayla Montez Phone: 303-805-8751 CONTACT EMAIL (please print): kayla montezna completebasementsystems.net Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL J? RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT JZOTHER (Describe) Foundation Stabilization (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount Qf m�n+orinlc +e% ho lsed, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 15,345 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: 03/25/2019 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT CO MENTS: Review 4 3l0g67 LA Building Division Valuation: 9D lqbmf 31as��q AA I ENGINCCRINO AND INS PE PLAN OF REPAIR FOR Mr. C. Ferrel 4480 Ingalls St. Wheat Ridge, CO 80033 Reference #: 20181019 Job # 3601 Oct 1 st, 2018 Scott A. Zurn, PEi O, aha poi a STRUCTURAL GENERAL CONDITIONS Contractor shall maintain comprehensive general liability, workman's compensation, automobile liability and/or other insurance as appropriate for the work performed which will provide protection form any and all construction or completed operations claims. Certificates of Insurance shall be provided to LEVEL ENGINEERING LLC and/or the Client upon request. The limits will not be less than the minimum mandatory amounts required by the State of Colorado. All construction shall be performed in accordance with all applicable codes and standards, and good construction practices. Contractor shall obtain and pay for any and all permit fees, taxes and licenses required by governing agencies to complete the work. Contractor shall be responsible for all labor, materials, equipment, tools, operations and any other item necessary for proper completion of the work. Contractor should visit site prior to bid submittal to fully understand the scope of the project and the conditions at the site. By submitting a bid for the work proposed in this PLAN OF REPAIR, the contractor is implying that they have fully reviewed all associated documents and that they have full understanding of the work to be completed. The Contractor shall conduct a full review of this PLAN of REPAIR prior to beginning work. if during this review or at any time during the construction process the contractor notes any errors or omissions in the plan, work shall be stopped and LEVEL ENGINEERING LLC shall be contacted immediately. Recommendations and specifications contained herein are based on general assumptions of the conditions, some of which cannot be observed during typical nondestructive visual observations. If unexpected conditions are encountered during the course of work, the Contractor shall contact LEVEL ENGINEERING LLC prior to proceeding. The Client shall provide water and electric hook-ups for temporary use. (Contractor must pre -arrange with Owner.) All utility lines and easements shall be located, marked and protected from damage throughout the performance of the work. Contractor shall call for utility locations unless other arrangements are made. Any damage to utility lines caused by the Contractor shall be repaired at the Contractor's expense. Contractor shall field verify all dimensions and existing conditions prior to commencement of work. Contractor shall notify LEVEL ENGINEERING LLC upon determination of any significant variation of the information provided on the attached documentation for his/her interpretation and decision, and such decision shall be final. Information provided regarding the existing conditions are believed to be accurate, however, Contractor shall be responsible for, and shall only use, his/her own measurements to verify existing conditions. City of Wheat Ridge THE REPAIR DESIGN Prepared by LEVEL Engineering, LLC makes no provisions for construction conditions that may arise during the performance of the work. Contractor shall be responsible for maintaining the stability and integrity of existing structures (bracing, shoring, benching, etc.). Contractor shall be responsible for the acts or omissions of his/her agents and subcontractors in the performance of their work. The Contractor shall be responsible for the means, methods, techniques, and sequences of construction. Existing material or property outside the scope of work that is damaged during construction shall be repaired to match their pre -construction condition at Contractor's expense. Unless noted otherwise, no substitutions or deviations from the repair plan and specifications are permitted without the express approval of LEVEL ENGINEERING LLC. Unauthorized modifications to the repair plan and specifications may deem the work unacceptable. All unacceptable work shall be promptly correct at the Contractor's expense under the direction of the LEVEL ENGINEERING LLC. Contractor shall maintain safe jobsite. The Contractor is to stack all necessary equipment and materials in a low traffic rea or in an area that will insure the safety of all individuals potentially present at this site during construction. OSHA standards shall be used as a guideline. Contractor shall keep the jobsite thoroughly clean at the end of each day. All surplus materials shall be safely stacked in a low traffic area or hauled away from the site. Contractor agrees to perform the work in a diligent manner and in full conformance with the repair plan. If a condition arises during the repair process which requires a change in the scope of work, LEVEL ENGINEERING LLC may submit addendums or modifications to the design which may add, delete or modify the scope of repair. Performance of any extra work, or payment for some, shall only be considered upon prior written authorization from Client. This document is for bid purposes only, The Contractor shall be responsible for utilizing a qualified Colorado Licensed Professional Engineer to inspect the repair work and to verify that the repair specifications described within this document are in compliance with local building codes and applicable Manufacturer standards. The proposal shall include a description of the Contractor's Warranty Terms and Conditions was well as Warranty Limitations. The proposal shall also include a description of the system as applicable. city of Wheat Ridge CONCRETE All concrete shall conform to the most recent editions of the Building Code and ACI 318 adopted by the governing agencies in which the project is to be completed. All concrete shall have a 28 day compressive strength of 3000 psi. All concrete shall have a maximum aggregate size of 3/," and no pea -gravel shall be used without written approval of this office. Minimum concrete coverage for steel reinforcement shall be as follows: Concrete cast against and permanently exposed to earth .......................... 3" Concrete cast in forms and exposed to earth or weather No. 6 bar and larger..................................................2" No. 5 bar and smaller................................................1-1/2" Concrete not exposed to weather or in contact with ground ....................... 1-1 /2" Non -shrink grout shall conform to ASTM C-1 107 Care shall be taken to properly consolidate concrete thoroughly without causing segregation of the materials. STEEL REINFORCEMENT All reinforcement steel shall be deformed bars conforming to ASTM A-615, grade 60. Welding of steel reinforcement shall conform to AWS D-1.4. Provide chairs concrete blocks, spacer bars, ties, etc. As required to securely hold bars in place. When reinforcement must be spliced the bars should overlap at least 24', UNO. Overlapping bars shall be securely tied together with wire ties. Provide a minimum concrete cover of 3" where concrete is cast on the surface of the ground and 1-12" at all other locations, UNO. STRUCTURAL STEEL AND BOLTS All steel fabrication and installation shall conform to the latest addition of the AISC Manual of Steel Construction. All welding shall be completed by a certified welder using an AWS prequalified welding method in accordance with the requirements specified by the AWS in the structural welding code. c;ty of heat R►d9e E70xx electrodes shall be used for welds. All structural steel shall conform to ASTM A-36, UNO. All wide flange beams shall conform to ASTM A-572, grade 50. All pipe columns shall conform to ASTMA-53, grade B or A-501 All tube steel shall conform to STM A-500, Grade B. Bolts and all -thread shall comply with ASTM A-325 Epoxy for epoxy bolts shall be Hilti Hit HY-150 or approved equal. Expansion bolts shall be Hilti Kwik Bolt III Expansion Anchors or approved equal. HELICAL PIERS/SOIL ANCHORS The Helical Pier and concrete contractor shall be fully experienced in all aspects of helical pier installation. SPECIFICATION FOR HELICAL PILE FOUNDATIONS COMPRESSION APPLICATIONS 1 SCOPE 1.1 The work consists of designing, furnishing and installing helical piles and load transfer devices used to support compressive loads according to the project Plans and these specifications. 1.2 The parties and contract terms referred to in this specification are asfollows: 1.2.1 The Owner is the person or entity that owns the facility or will own the facility once it is completed. The Owner may have contractual agreements with, and be represented by, other parties such as engineers, architects or contractors that perform services under the direction of the Owner. Where Owner is used in this specification, it refers to the owner or the Owner's contracted representatives separate from the Installing Contractor. 1.2.2 The Pile Designer is the individual or firm generally hired by the Installing Contractor to design the helical piles. 1.2.3 The Installing Contractor installs and tests (if necessary) the helical piles, and possibly performs other tasks associated with the project. 1.2.4 The Plans refer to the contract documents; including but not limited to the drawings and specifications for the project. C'ty of wheat Ridge 1.3 The work may include helical pile load testing. 1.4 The Owner will be responsible for obtaining any right-of-way or easement access permits necessary for the helical pile installation. 1.5 Unless otherwise noted, the Installing Contractor shall provide all labor, tools, equipment and materials necessary to accomplish thework. 1.6 The Owner will provide suitable access to the construction site forthe Installing Contractor's personnel and equipment. 1.7 Unless specifically noted otherwise in the contract documents, the Owner will remove and replace any structures, utilities, pavements, landscaping orother surficial improvements in the work area as necessary to facilitate the work. 1.8 The Owner will be responsible for overall construction oversight to preclude the development of unsafe conditions. 1.9 The Owner will be responsible for a horizontal field survey of the helical pile locations prior to helical pile installation and an elevation survey to determine pile shaft cutoff height subsequent to helical pile installation. 1.10 The work does not include any post -construction monitoring of pile performance unless specifically noted otherwise in the contract documents. 2 REFERENCES 2.1 American Institute of Steel Construction (AISC) 2.1.1 AISC 360: Specification for Structural Steel Buildings 2.2 American Society for Testing and Materials (ASTM) 2.2.1 ASTM A36: Carbon Structural Steel 2.2.2 ASTM A123: Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products 2.2.3 ASTM A153: Zinc Coating (Hot -Dip) on Iron and Steel Hardware 2.2.4 ASTM A307: Carbon Steel Bolts, Studs, and Threaded Rod 60000 PSI TensileStrength 2.2.5 ASTM A325: Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum TensileStrength 2.2.6 ASTM A500: Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes 2.2.7 ASTM A513: Electric -Resistance Welded Carbon and Alloy Steel Mechanical Tubing 2.2.8 ASTM A572: High -Strength Low -Alloy Columbian -Vanadium Structural Steel 2.2.9 ASTM 8633: Electrodeposited Coatings of Zinc on Iron and Steel 2.2.10 ASTM D1 143: Deep Foundations Under Static Axial Compressive Load 2.3 International Code Council Evaluation Services (ICC -ES) 2.3.1 Acceptance Criteria 358 (AC358): Acceptance Criteria for Helical Pile Systems and Devices 2.4 Society of Automotive Engineers (SAE) 2.4.1 SAE J429: Mechanical and Material Requirements for Externally Threaded Fastene cny of \ Wheat Ridge 3 DEFINITIONS 3.1 The following terms apply to helical piles used to support compressive loads: 3.1.1 Allowable Stress Design: A structural and geotechnical design methodology that states that the summation of the actual estimated loads (nominal loads) must be less than or equal to the allowable design load (required strength). Allowable loads areobtained by dividing a nominal resistance (strength) by an appropriate factor of safety. 3.1.2 Bearing Stratum: The soil layer (or layers) that provide the helical pile end - bearing capacity through load transfer from the helical plates. 3.1.3 Crowd: Axial compressive force applied to the helical pile shaft as needed during installation to ensure the pile advances at a rate approximately equal to the helix pitch for each revolution. 3.1.4 Design Loads: A generic and ambiguous term used to describe any load used in design. It is not specific to factored or unfactored loads or any particular design methodology. It is a term; therefore, that should be avoided when specifying load requirements. FSI recommends using the term service load, nominal load or factored load, as described herein, where applicable. 3.1.5 Design Strength: A term used in structural design which is defined as the product of the nominal strength and the applicable resistance factor. An equivalent term typically used in geotechnical design is, also sometimes referred to as factored resistance (Load and Resistance Factor Design). 3.1.6 Extension Section: Helical pile shaft sections connected to the lead section or other extension sections to advance the helix plates to the required bearing depth. Plain extensions (without helix plates) or helical extensions (with one or more helix plates) may be used depending upon soil conditions or project requirements. 3.1.7 Factor of Safety: The ratio of the ultimate pile capacity or nominal resistance (strength) to the nominal or service load used in the design of any helical pile component or interface (Allowable Stress Design). 3.1.8 Factored Load: The product of a nominal load and an applicable load factor (Load and Resistance Factor Design). 3.1.9 Factored Resistance: The product of a nominal resistance and an applicable resistance factor (Load and Resistance and FactorDesign). 3.1.10 Geotechnical Capacity: The maximum load or the load at a specified limit state, that can be resisted through the piles interaction with the bearing soils (see also Ultimate Pile Capacity). 3.1.11 Helical Pile: Consists of a central steel shaft with one or more helix -shaped bearing plates and a load transfer device (bracket) that allows attachment to structures. Helical piles are installed into the ground by application of torque and axial compressive force ("crowd"). 3.1.12 Helix (Helical) Plate: Generally round steel plate formed into a helical spiral and welded to the central steel shaft. When rotated in the ground, the helix shape provides thrust along the pile's longitudinal axis thus aiding in pile .. , ; City of Wheat Ridge Diviso installation. The plate transfers axial load to the soil through bearing. 3.1.13 Helix Pitch: The distance measured along the axis of the shaft between the leading and trailing edges of the helix plate. 3.1.14 Lead Section: The first helical pile shaft component installed into the soil. It consists of one or more helical plates welded to a central steel shaft. 3.1.15 Limit State: A condition beyond which a helical pile component or interface becomes unfit for service and is judged to no longer be useful for its intended function (serviceability limit state) or to be unsafe (ultimate limit state (strength)). 3.1.16 Load and Resistance Factor Design: A structural and geotechnical design methodology that states that the Factored Resistance (Design Strength) must be greater than or equal to the summation of the applied factored loads. 3.1.17 Load Factor: A factor that accounts for the probability of deviation of the actual load from the predicted nominal load due to variability of material properties, workmanship, type of failure and uncertainty in the prediction of the load (Load and Resistance Factor Design). 3.1.18 Load Test: A process to test the ultimate pile capacity and relation of applied load to pile head settlement by application of a known load on the helical pile head and monitoring movement over a specific time period. 3.1.19 Loads: Forces that result from the weight of all building materials, occupants and their possessions, environmental effects, differential movement, and restrained dimensional changes. Permanent loads are those loads in which variations over time are rare or of small magnitude. All other loads are variable loads (see also Nominal Loads). 3.1.20 Mechanical Strength: The maximum load or the load at a specified limit state that can be resisted by the structural elements of a helical pile. 3.1.21 Net Deflection: The total settlement at the pile head minus the theoretical elastic deformation of the pile shaft during a load test. 3.1.22 Nominal Loads: The magnitude of the loads specified, which include dead, live, soil, wind, snow, rain, flood and earthquakes (also referred to as service loads or working loads). 3.1.23 Nominal Resistance: The pile capacity at a specified ultimate limitstate (Load and Resistance Factor Design). See Ultimate Pile Capacity. 3.1.24 Nominal Strength: A term used in structural design which is defined as the structure or member capacity at a specified strength limit state. See Ultimate PileCapacity. 3.1.25 Resistance Factor: A factor that accounts for the probability of deviation of the actual resistance (strength) from the predicted nominal resistance (strength) due to variability of material properties, workmanship, type of failure and uncertainties in the analysis (Load and Resistance Factor Design). 3.1.26 Service Loads: See "Nominal Loads" above. 3.1.27 Ultimate Pile Capacity: The helical pile capacity based on the least capacity determined from applicable ultimate limit states for mechanical and geotechnical capacity. City of Wheat Ridge 1.1 SCOPE OF WORK The work shall consist of the Helical Pile Contractor furnishing all labor, tools, equipment, materials and supervision to install Helical Piles according to the specifications contained herein and shown on the construction drawings. The Helical Pile Contractor shall install a helical pile which will provide a minimum load capacity as indicated on the construction documents/plans. 1.2 DEFINITIONS Some of the terms used in this specification may be unfamiliar to the reader, or may be used with a specific meaning not commonly known outside the helical pile industry. In determining the meaning of any term used herein, a definition contained in the following list shall take precedence. A. Bearing Stratum - The undisturbed soil layer at any pile excavation location which provides a significant portion of the axial resistance of an installed helical pile bearing on one or more of the pile helices. B. Contractor - The person/firm responsible for performing the helical pile work. C. Crowd - Axial compressive force applied to the head (top) of the helical pile shaft during installation as required to ensure the pile progresses into the ground with each revolution a distance approximately equal to the helix pitch. D. Extension - A pile section without helical plates. Extensions) are installed after the lead section. Each extension is connected with integral couplings which provide a rigid load transferring connection. Their purpose is to extend the lead section with helical plates to a load bearing stratum. E. Helix Driver - A high torque hydraulic motor used to advance (screw) a helical pile into the soil to a load bearing stratum. Depending on the capacity of the helix driver, it may be either hand held or machine operated. F. Helical Pile - A steel pile consisting of one or more helical plates which is torqued into the soil until the lead section is embedded into a load bearing stratum. They're purpose is to transfer structural loads (tension and/or compression) to a load bearing stratum. G. Helix Plate - A round plate formed into a ramped spiral. When rotated into the soil, the helical shape provides thrust along its longitudinal axis thus aiding in pile installation. After installation, the plate transfers axial load into the soil through bearing. �'.. City of VVheat Ridge 3uiiding Divison, H. Installation Torque -The resistance generated by a helical pile when installed into the soil. The installation resistance is a function of the strength properties of the soil the helical piles are being installed in as well as the shaft geometry of the pile shaft and helical plates. 1. Lead Section - The first helical pile section installed into the soil consisting of one or more helix plates welded to the pile shaft. J. Torque Rating - The maximum torque energy that can be applied to a helical pile during installation into the soil. 1.3 REFERENCES A. American Society of Testing and Materials (ASTM) a. ASTM -A29 Steel Bars, Carbon and Alloy, Hot Wrought and Cold Finished b. ASTM -A36 Structural Carbon Steel c. ASTM -A53 Welded and Seamless Steel Pipe d. ASTM -A500, Grade C, Cold Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes e. ASTM -A307 Carbon Steel bolts and Studs f. ASTM -563 Carbon and Alloy Steel Nuts B. American Welding Society (AWS) a. AWS D1.1 Structural Welding Code -Steel C. Society of Automotive Engineers (SAE) a. SAE J429 Mechanical and Material Requirements for Externally Threaded Fasteners D. International Code Council - Evaluation Services (ICC -ES) a. Acceptance Criteria for Corrosion Protection of Steel Foundation Systems Using Polymer (EAA) Coatings (AC228) b. Acceptance Criteria for Helical Pile Systems and Devices (AC358) c. Evaluation Service Report (ESR) E. International Organization for Standardization (ISO) a. ISO 9001:2008 -Quality Management System 1.4 SUBMITTALS A. Five (5) sets of site specific shop drawings sealed by a registered professional engineer. Shop drawings to include: a. Helical pile/anchor identification number and location b. Helical pile/anchor design load City of Wheat Ridge Diviso 1.5 c. Type and size of helical pile/anchor shaft d. Helical configuration (number and diameter of helical plates) e. Minimum effective torque required f. Connection details B. Copies of certified calibration reports for all hydraulic gages. The calibrations shall have been performed within one (1) year of the proposed starting date of the pile installation. C. Provide steel manufacturer's mill test reports, covering physical and chemical tests, for all steel piles. D. Provide strength and properties sections of pile sections and calculations bya Professional Engineer demonstrating the pile will meet or exceed the strength requirements of the design loads as shown on the construction documents. a. If applicable, the calculation(s) shall include the load eccentricity on the pile. The eccentricity shall be measured from the vertical face of the footing tothe center of the pile shaft. b. If the helical pile is deemed laterally unbraced per section 1808.2.5 of the International Building Code (IBC), the allowable load capacity calculation(s) of the pile shall take into consideration the unbraced length of the pile per section 1808.2.9.2 of the International Building Code (IBC). E. Installation Records: Within 7 days after pile installation, submit 2 copies of the installation record for each pile installed. a. The installation record shall clearly indicate the pile identification number or mark, pile diameter, helix configuration, installation depth, installation torque, ultimate and allowable capacity of pile. b. Where helical piles are being installed on existing structures providefinal lifting force/design load applied to pile, the amount of elevation recovery of each pile. QUALITY ASSURANCE A. The Contractor performing the Work of this Section shall have been regularly engaged in pile work for a period of not less than 5 years and shall be properly equipped to execute the Work. If directed, furnish a list of projects of a similar type and magnitude executed by the Contractor. In lieu of the Contractor achieving 5 years of Helical Pile experience, a certificate of competency can be provided by manufacturer. The certificate should state that the Contractor has been trained and is authorized to install the underpinning pile system or the manufacturer shall provide a letter expressing the ability and intent to provide on-site supervision of the pile installation. �Cit't Wheat Ridge C. Design of the helical piles/anchors shall be performed by a professional engineer licensed in the state of the project in accordance with existing building code requirements. D. The helical pile shall be recognized by the International Code Council (ICC) and the manufacturer shall hold a current ICC -ES issued ESR report showing compliance with AC358 and the current International Building Code (IBC). E. The manufacturer shall have been issued an International Organization for Standardization - (ISO) 9001:2008 - Quality Management System Certificate and be compliant. 1.6 DELIVERY, STORAGE, AND HANDLING A. Transport, store, and handle piles in a manner to prevent damage to the piles. Piles shall be stored above the ground surface by pallets, blocking or other means. PART 2 PRODUCTS 2.1 MATERIAL A. Manufacturer: Supportworks: Foundation Supportworks@, Inc., 12330 Cary Circle, Omaha, NE 68128; Phone: (800) 281-8545; Fax: (402) 393-4002. Note: Equivalent systems may be substituted. System equivalence will be determined by comparing a manufacturer's current ICC -ES issued ESR report to ESR -1854. B. The helical piles/anchors shall have a central shaft that is cold formed welded and seamless carbon steel structural round tubing with a minimum yield strength of 65 ksi and meeting the dimensional and workmanship requirements of ASTM A500 as well as the following properties: 2 7/8" diameter piling/anchor: Torsional strength rating = 8,000 ft -lbs Ultimate resistance capacity = 72,000 lbs a. Shall conform to ASTM A-36 and have minimum yield strength (FY) of 50ksi. City of wheat Ridge b. Shall have a minimum thickness of 3/8". C. All other flat plate steel shall conform to ASTM A-36 unless noted otherwise on the plans. D. All coupling connection thru bolts shall be 3/," diameter and conform to SAE J429 Grade 8 or equivalent. (minimum yield strength (FY) = 130 ksi and minimum tensile strength (F„) = 150 ksi) E. All piling sections and brackets shall be coated with a polymer alloy thermoplastic powder coating, Plascoat PPA 571 ES or equal, in compliance with ICC -ES acceptance criteria AC228 for corrosion resistance. 2.2 PERFORMANCE REQUIREMENTS A. All helical piles shall be designed to support the design load(s) as shown on the plans. B. Except where noted on the plans, all helical pile components shall be selected to provide a minimum factor of safety against ultimate mechanical failure of two (2). C. The helical pile design shall take into account pile spacing, soil stratification and strain compatibility issues as are present for the project. See drawings for reference for the project geotechnical report. A copy of the project geotechnical report shall be provided to and reviewed by the Pile Contractor prior to bid submittal. D. Where helical piles are subjected to lateral or base shear loads as indicated on the plans, the bending moment and stress from said loads shall be determined using a lateral load analysis program such as LPILE or equal commercially available software. The required soil parameters (c, 0, y and ks) for use with LPILE or equal shall be provided in the geotechnical report(s). The allowable lateral deflection of the helical pile shall be limited to one (1 ") inch unless noted otherwise on the plans. E. The helical pile bracket shall distribute the design load(s), as indicated on the plans, to the concrete foundation such that the concrete bearing stress does not exceed those in the ACI Building Code and the stress in the steel plate/welds do not exceed AISI allowable stresses for steel members. F. Helical piles shall be designed by a licensed professional engineer in accordance with the current International Building Code (IBC) adopted by the local jurisdiction. City of Wheat Ridge Divison PART 3 EXECUTION 3.1 PREPARATION A. Before entering the construction site to begin work, the Helical Pile Contractor shall provide proof of insurance coverage as stated in the general specification and/or the contract. B. The Helical Pile Contractor shall request markings of underground utilities by an underground utility location service. All efforts shall be made to protect any underground utilities encountered during the excavation and pile installation. Any separations or damage caused to the underground utilities shall be repaired/ performed by a licensed professional. C. Mark all pile installation locations as shown on the plans or approved shop drawings. The Engineer of Record shall be notified if the piles are relocated more than 12" from the locations shown on the plans or approved shop drawings. Relocation of the piles will not be allowed unless approved by the Engineer of Record. D. A torque indicator shall be used during helical pile/anchor installation. The torque indicator can be an integral part of the installation system or externally mounted in-line. E. A third party inspector shall be retained to oversee all aspects of installation of the helical piles/anchors. The items to be inspected include, but not limited to the following: a. Verify the type of helical pile/anchor being installed is as specified on the shop drawings. b. Verify final embedment depth of helical pile/anchor. c. Verify final installation torque readings as specified on the shopdrawings. 3.2 INSTALLATION A. The helical pile/anchor installation technique shall be such that it is consistent with the geotechnical, logistical, environmental and load carrying conditions of the project. B. The lead section shall be positioned at the location as shown on the construction drawings. Battered helical piles/anchors can be positioned perpendicular to the ground to assist in initial advancement into the soil before the required battered angle shall be established. C. The helical pile/anchor sections shall be engaged and advanced into the soil in a smooth, continuous manner at a rate of rotation of 5 to 25 RPM's. Extension sections shall be provided to obtain the required minimum overall city W wheat N;��e length and installation torque as shown on the construction drawings. Connect sections together using coupling bot(s) and nut torqued to snug tight perAISC. D. Sufficient down pressure shall be applied to uniformly advance the helical pile/anchor sections approximately 3 -inches per revolution. The rate of down pressure (crowd) shall be adjusted for different soil conditions and depths. E. The minimum installation torque and minimum overall length criteria as shown on the construction drawings shall be satisfied prior to terminating the helical pile/anchor installation. F. If the torsional strength rating of the pile shaft and/or installation equipment has been reached prior to achieving the minimum overall length required, the Contractor shall have the following options: a. Terminate the installation depth obtained subject to the review and acceptance of the Engineer of Record, or: b. Remove the existing helical pile/anchor and install a new one with fewer and/or smaller diameter helix plates. The new helix plate configuration shall be subject to review and acceptance of the Engineer of Record. If re -installing in the same location, the top -most helix of the new helical pile/anchor shall be terminated at least three feet (3'-0) beyond the terminating depth of the original helical pile/anchor. G. If the minimum installation torque as shown on the working drawings is not achieved at the minimum overall length and there is no maximum length constraint, the Contractor shall have the following options: a. Install the helical pile/anchor deeper using additional extension sections, or: b. Remove the existing helical pile/anchor and install a new one with additional and/or larger diameter helix plates. The new helix plate configuration shall be subject to review and acceptance of the Engineer of Record. If re -installing in the same location, the top- most helix of the new helical pile/anchor shall be terminated at leastthree feet (3'-0) beyond the terminating depth of the original helical pile/anchor. c. De -rate the load capacity of the helix pile/anchor and install additional helical piles/anchors. The de -rated capacity and additional helical piles/anchors location shall be subject to the review and acceptance of the Engineer of Record. H. If the helical pile/anchor is refused or deflected by a subsurface obstruction, the installation shall be terminated and the pile/anchor removed. The 71ty ( Wheat Ridge obstruction shall be removed, if feasible, and the helical pile/anchor re- installed. If the obstruction can't be removed, the helical pile/anchor shall be installed at an adjacent location, subject to the review and acceptance of the Engineer of Record. I. The Contractor shall conduct his construction operations in a manner to insure the safety of persons and property in the vicinity of the work. The Contractor's personnel shall comply with safety procedures in accordance with OSHA standards and any established project safety plan. J. The portion of the construction site occupied by the Helical Pile Contractor, his equipment and his material stockpiles shall be kept reasonably clean and orderly. 3.3 FIELD QUALITY CONTROL A. The Helical Pile Contractor shall furnish and install all helical piles per the plans and approved pile design documentation. In the event of conflict between the plans and approved pile design documentation, the contractor shall not begin construction on any affected items until such conflict has been resolved. B. Centerline of helical piles/anchors shall not be more than three inches (3") from indicated plan location unless approved by the Engineer of Record. C. Helical pile/anchor plumbness shall be within 2 degrees of the design alignment. 3.4 CLEAN UP A. Within seven (7) days of completion of the work. The Helical Pile Contractor shall remove any and all material, equipment, tools, building materials, concrete forms, debris or other items belonging to the Contractor or used under the Contractor's direction. END OF SPECIFICATION ,. _ / City of Wheat Ridge 4 QUALIFICATIONS OF INSTALLING CONTRACTOR AND DESIGNER 4.1 The Installing Contractor and/or Pile Designer shall submit to the Owner, a proposal including the documentation required in this Section. Work shall not begin until all the submittals have been received and approved by the Owner. All costs associated with incomplete or unacceptable submittals shall be the responsibility of the Installing Contractor. 4.2 Evidence of Installing Contractor's competence in theinstallation of helical piles shall be provided to the Owner's satisfaction and may include any or all of the following: 4.2.1 Pile manufacturer's certificate of competency for the installation of helical piles, 4.2.2 A list of at least three projects completed within the previous three years wherein the Installing Contractor installed helical piles similar to those shown in the project Plans. Such list to include names and phone numbers of those project representatives who can verify the Installing Contractor's participation in those projects, and/or 4.2.3 A letter from the pile manufacturer or manufacturer's representative expressing ability and intent to provide on-site supervision of the pile installation. 4.3 A listing of all safety violations lodged against the Installing Contractor within the previous three years and the current status or final resolutions thereof. Descriptions of safety improvements instituted within the previous three years may also be submitted, at the Installing Contractor's discretion. 4.4 Evidence of Pile Designer's competence shall be provided to the Owner's satisfaction and may include any or all of the following: 4.4.1 Registration as a Professional Engineer or recognition by the local jurisdictional authority, 4.4.2 A list of at least three projects completed within the previous three years wherein the Pile Designer designed helical piles similar to those shown in the project Plans, The list shall include names and phone numbers of those project representatives who can verify the Pile Designer's participation in those projects, and/or 4.4.3 Recommendation from the pile manufacturer or manufacturer's representative. 5 PRE -CONSTRUCTION SUBMITTALS 5.1 Within 2 weeks of receiving the contract award, the Installing Contractor and/or Pile Designer shall submit the following helical pile design documentation: 5.1.1 Certification from the Pile Designer that the proposed piles meet the requirements of this specification. 5.1.2 Qualifications of the Installing Contractor and Pile Designer per Section8. 5.1.3 Product designations for helical lead and extension sections and all city of 'eat R'°'9e ancillary products to be supplied at each helical pile location. 5.1.4 Individual pile nominal loads, factors of safety, LRFD load and resistance factors and required ultimate torque correlated capacities, where applicable. 5.1.5 Individual pile loading requirements (if any). 5.1.6 Manufacturer's published allowable system capacities for the proposed pile assemblies, including load transfer devices. 5.1.7 Calculated mechanical and theoretical geotechnical capacities of the proposed piles. 5.1.8 Minimum pile termination torque requirements. 5.1.9 Maximum estimated installation torque and allowable installation torque rating of the proposed piles. 5.1.10 Minimum and/or maximum embedment lengths or other site specific embedment depth requirements as may be appropriate for the site soil profiles. 5.1.11 Inclination angle and location tolerance requirements. 5.1.12 Load test procedures and failure criteria, if applicable. 5.1.13 Copies of certified calibration reports for torque measuring equipment and load test measuring equipment to be used on the project. The calibrations shall have been performedwithin one year of the proposed helical pile installation starting date or as recommended by the equipment manufacturer. 5.1.14 Provide proof of insurance coverage as stated in the general specifications and/or contract. 6 PLACEMENT REQUIREMENTS 6 Helical piles shall be installed within 3 -inches of the indicated plan location. 6.1 Helical pile shaft alignment shall be within 2 -degrees of the inclination angle shown on the Plans. 6.2 Top elevation of the helical piles shall be within 2 -inches of the design vertical elevation. 7 PILE/PIER INSTALLATION 7.1 Installing Contractor shall furnish and install all helical piles per the project Plans and approved pile design documentation. In the event of conflict between the project Plans and the approved pile design documentation, the Installing Contractor shall not begin construction on any affected items until such conflict has been resolved. 7.2 The Installing Contractor shall conduct their construction operations in a manner to insure the safety of persons and property in the vicinity of the work. The Installing Contractor's personnel shall comply with safety procedures in accordance with OSHA standards and any established project safety plan. 7.3 The Owner shall request marking of underground utilities by an underground utility location service as required by law, and the Installing Contractor shall avoid contact with all marked underground facilities. Cady W 7.4 The portion of the construction site occupied by the Installing Contractor, including equipment and material stockpiles shall be kept reasonably clean and orderly. 7.5 Installation of helical piles may be observed by representatives of the Owner for quality assurance purposes. The Installing Contactor shall give the Owner at least 24 hours' notice prior to the pile installation operations. 7.6 The helical pile installation technique shall be such that it is consistent with the geotechnical, logistical, environmental, and load carrying conditionsof the project. The lead section shall be positioned at the appropriate site survey stake location as determined from the plan drawings. 7.7 The helical pile sections shall be advanced into the soil in a continuous manner at a rate of rotation less than 25 revolutions per minute (rpm). Sufficient crowd shall be applied to advance the helical pile sections at a rate approximately equal to the pitch of the helix plate per revolution. The rate of rotation and magnitude of down pressure shall be adjusted for different soil conditions and depths. Extension sections shall be provided to obtain the required minimum overall length and minimum torsional resistance as shown on the project Plans. 8 TERMINATION CRITERIA 8.1 The minimum final torsional resistance and/or any required pile length and embedment depth criteria, as specified in the Pre -Construction Submittals, must be satisfied prior to terminating the pile installation. In the event an helical pile fails to meet these production quality control termination criteria, the following remedies may be suitable if authorized by the Owner: 8.1.1 If the installation fails to meet the minimum torsional resistance criterion at the minimum embedment length: 8.1.1.1 Continue the installation to greater depths until the torsional resistance criterion is met, provided that, if a maximum length constraint is applicable, continued installation does not exceed said maximum length constraint, or 8.1.1.2 Demonstrate acceptable pile performance through pile load testing, or 8.1.1.3 Replace the pile with one having a different helix plate configuration. The replacement pile must not exceed any applicable maximum embedment length criteria and either: (A) be embedded to a length that places the last helix plate at least equal to its own diameter beyond the depth of the first helix plate of the replaced pile and meet the minimum torsional resistance criterion: or (B) pass pile load testing criteria. 8.1.2 If the torsional resistance during installation reaches the helical pile'sallowable torque rating prior to satisfaction of the minimum embedment length criterion: City Of heat Riclge 8.1.2.1 Terminate the installation at the depth obtained, or 8.1.2.2 Replace the pile with one having a shaft with a higher torsional strength rating. The replacement pile must be installed to satisfy the minimum embedment length criterion. It must also be embedded to a length that places the last helix plate at least equal to its own diameter beyond the depth of the first helix plate of the replaced pile without exceeding any applicable maximum embedment length requirements and it must meet the minimum final torsional resistance criterion, or 8.1.2.3 Replace the pile with one having a different helix plate configuration. The replacement pile must be installed to satisfy the minimum embedment length criterion. It must also be embedded to a length that places the last helix plate at least equal to its own diameter beyond the depth of the first helix plate of the replaced pile without exceeding any applicable maximum embedment length requirements, and it must meet the minimum final torsional resistance criterion. 8.1.3 If the installation reaches a specified maximum embedment length without achieving the minimum torsional resistance criterion: 8.1.3.1 If allowed, remove and reinstall the pile at a position at least three times the diameter of the largest helix plate away from the initial location. Original embedment length and torsional resistance criteria must be met. The pile repositioning may require the installation of additional helical piles with nominal loads adjusted for these spacing changes, or 8.1.3.2 Demonstrate acceptable pile performance through pile load testing, or 8.1.3.3 De -rate the load capacity of the helical pile based on default or site specific torque correlation factors and install additional piles as necessary. 8.1.3.4 Replace the pile with one having a different helix plate configuration. The replacement pile must be installed to satisfy the minimum and/or maximum embedment length criterion and it must meet the minimum final torsional resistance criterion. 8.1.4 If a helical pile fails to meet the acceptance criteria in a pile load test: 8.1.4.1 Install the pile to a greater depth and installation torque and re- test, provided that, if a maximum embedment length constraint is applicable, continued installation will not exceed said maximum length constraint, or 8.1.4.2 Replace the pile with one having more and/or larger helix plates. The replacement pile must be embedded to a length that places the last helix plate at equal to its own diameter beyond the depth of the first helix plate of the replaced pile without exceeding any applicable maximum embedment length requirements. The replacement pile must be re -tested, CnY or Wheat Ridge or, 8.1.4.3 De -rate the load capacity of the helical pile based on the results of the load test and install additional piles. Additional piles must be installed at positions that are at least three times the diameter of the largest helix plate away from any other pile locations. 8.1.5 If a helical pile fails a production quality control criterion as described in this Section or for any reason other than described in this Section, any proposed remedy must be approved by the Owner prior to initiating its implementation at the projectsite. 9 INSTALLATION RECORD SUBMITTALS 9.1 The Installing Contractor shall provide the Owner copies of the individual helical pile installation records within 24 hours after each installation is completed. Formal copies shall be submitted within 30 days following the completion of the helical pile installation. These installation records shall include, but are not limited to, the following information: 9.1.1 Date and time of installation 9.1.2 Location of helical pile and pile identification number 9.1.3 Installed helical pile model and configuration 9.1.4 Termination depth, pile head depth, and length of installed pile 9.1.5 Actual inclination of the pile 9.1.6 Final torsional resistance 9.1.7 Calculated geotechnical capacity based on final torsional resistance 9.1.8 Comments pertaining to interruptions, obstructions, or other relevantinformation 10 FIELD COMPRESSION LOAD TESTING 10.1 If field compression load testing is required, the Installing Contractor shall furnish all labor, equipment and pre -production helical piles necessary to accomplish the testing as shown in the approved pile design documentation. Installing Contractor shall apply the specified loads for the specified durations and record the specified data, for the specified number of piles. No deviations from the test plan(s) will be allowed without explicit approval in writing from the Owner. Pile testing shall be in general accordance with the ASTM D1 143 quick test method and the following criteria: 10.1.1 Failure criteria shall be in accordance with AC358 and is when plunging occurs or when the net deflection exceeds 10% of the average helix plate diameter, whichever occurs first. 10.1.2 An alignment load equal to 5% of the anticipated failure load or maximum anticipated test load may be applied prior to the start of the test to take out slack in the load test frame. 10.1.3 Loading increments shall be performed at 5% of the anticipated failure load or maximum anticipated test load with a minimum hold time of 4 minutes at each increment. Cary of heat R�d9e 10.1.4 Upon completion of the maximum test load hold increment, the pile shall be unloaded in 5 to 10 even increments with minimum hold times of 4 minutes at each increment. 10.2 Installing Contractor shall provide the Owner copies of raw field test data within 24 hours after the completion of each load test. Formal test reports shall be submitted within 30 days following test completion. Formal test reports shall include the following information: 10.2.1 Name of project and Installing Contractor's representative (s) present during load testing. 10.2.2 Name of manufacturer's representative (s) present during load testing, if any. 10.2.3 Name of third party test agency and personnel present during load testing, if any. 10.2.4 Date, time, duration and type of the load test. 10.2.5 Unique test identifier and map showing the test pile location. 10.2.6 Pile model and installation information including shaft type, helix configuration, lead and extension section quantities and lengths, final pile tip depth, installation date, total test pile length and final termination torque. 10.2.7 Calibration records for applicable pile installation and test equipment. 10.2.8 Tabulated test results including cumulative pile head movement, loading increments and hold times. 10.2.4 Plots showing load versus deflection for each loading/unloading interval. LIMITATIONS This repair design does not represent a complete analysis of the entire structure; it addresses conditions covered under the structural warranty provided by the contractor. The interpretations of the distress to be repaired are based on the visual observations of the structure. No detailed study was made of the structural elements of any part of the building. Therefore, no opinion is presented or shall be implied concerning the structural integrity of those elements not subject to visual inspection. Investigation and analysis of other portions of the structure are beyond the scope of this design at this time. LEVEL Engineering, LLC will not be responsible for 1) knowledge of subsurface conditions away from the existing borings, if any, without extensive geotechnical information supplied by a competent geotechnical engineer, 2) knowledge of distresses, or differential displacements that have occurred in an area which had not been exposed for visual observation during our site visit and 3) any other elements such as joists or beams and other structural members that are not readily visible. LEVEL Engineering, LLC assumes that all information provided by the Client, Contractor, or other Consultants is correct, accurate, and may be acted upon accordingly, and shall have no liability for the validity of information provided. LEVEL Engineering, LLC shall have no liability for acts or omissions of the Contractor or any other agents performing the work on this project or for the failure of the Contractor to carry out the work in accordance with the plans and specifications if not inspect as intended City of Wheat Ridge LEVEL Engineering, LLC shall not be responsible for the construction means, methods, techniques, sequence, procedures, or safety precautions related to this project and its execution that is under the control or direction of the Contractor. This PLAN OF REPAIR is to be used with the accompanying drawings. Do not rely on one or the other, all materials contained in THE PLAN OF REPAIR including but not limited to the cover letter, notes, plans, details, shall be used together to perform the proposed remedial construction. WORK DESCRIPTION For the purposes of this report, the front of the home is considered to face West. The structure of the single story single family home is a conventionally framed residence. The home has a cast in place concrete foundation with crawl space stem walls placed on spread footings. Portions of the exterior of the foundation structure is settling. This is the fourth partial of underpinning that has occurred on this structure. These issues are causing faulting and fracturing of the slabs, exterior and interior finishes, and unevenness of the roof and floor structures. Helical underpinning is part of this work. This area of repair is referenced in the attached drawings. (see plan). Once the piles are installed. All restoration of finishes exterior and interior flatwork shall be restored in kind and in accordance with the owner's approval. The contractor is responsible for coordinating these type of repair scopes with the contractor. The contractor is required to coordinate these expectations with the owner and include the necessary work items in their bid proposals. REPAIR RECOMMENDATIONS 1. The concrete slab and walls are to be braced as required during the repair process by the Contractor. 2. Remove decks, pavers, slabs etc. to excavate the soil required to install the new helical foundation devices, in accordance with drawings prepared by Level Engineering LLC. 3. Excavate the soil required to install the helical piers and anchors in accordance with drawings prepared by Level Engineering LLC. 4. Install 11 helical piles/piers to a depth of 25 ft. and 3500lbs/sf torque on the main structure. Coordinate location with engineer per support works specifications and recommendations and drawings including specifications prepared by Level Engineering LLC. 5. Restore all finishes exterior and interior in accordance with agreements with owner. (city of Wheat Ridge PROPOSED COMPLIANCE OBSERVATIONS All observations shall be conducted by a qualified Colorado Licensed Professional Engineer. More than one observation may be conducted during a site visit. The contractor is to determine the number of site visits required to do the observations and include this information in the bid documents. LEVEL Engineering, LLC is willing to complete the observation under contract. 1. Pre -Construction Meeting 2. Attachment of brackets to foundation walls. 3. load tests 4. Epoxy Injection of foundation wall cracks (directed by owner) 5. Review pier logs 6. Final City of Wheat Ridge Diviso PROPOSED COMPLIANCE OBSERVATIONS All observations shall be conducted by a qualified Colorado Licensed Professional Engineer. More than one observation may be conducted during a site visit. The contractor is to determine the number of site visits required to do the observations and include this information in the bid documents. LEVEL Engineering, LLC is willing to complete the observation under contract. 1. Pre -Construction Meeting 2. Attachment of brackets to foundation walls. 3. load tests 4. Epoxy Injection of foundation wall cracks (directed by owner) S. Review pier logs 6. Final City of �/VheatRice (cormmNi ; )tVUOPMENI AP?ROVED ?04."Z vie ed for Code Comphance Pla xaminer Date eft1dky of oerm8: The issuonce of o pesmlt or approval of plans sMctfkaMns ono compurobons shoes not r, a permit f oror on opprovd of, o +y v1olobon to any of the prowsiom of the burldfRg code or of any My ardinonces. Permft prews wv to glue mahonty to Wolofe or cancel the praritloru of the atAt" codec or other ordYrsoncrs of the CRY SWI not be voted Observation letter from Engineer required to be provided to Wheat Ridge Building Inspector at Final Inspection. Inspection by Wheat Ridge Building Inspector required prior to backfill. SFS• yi � N u5 �oJ. _ �NpvdiW P N 12 e� O O V �C°•O wW rW ?tI..eF� � vpoto�W .ZZ<ZZ7�.e �a<o�s�W�g y=W�r���aL�F��[[p2•frµ�n1��pa{!�u`�7OCV 4F�Sy-W4o<~ug 5 °�<rg+i�, U pip{ Cv4Ct �° wKg'i;�Hg v G ^_27 s q � �.3�e50 W� 7m O'�OS 1viSVN rG bp�p� W yJ U z gW.yy a� mW �u� �,ov� � �rjNe�G�g�. �r-//�✓wi�,4> •7 `3• m.., i.' 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CD Y ►h'CCD � W D OCD CD W co y, CD �t ;�•� �:Y. kC CD 1Y Q•1 r D CD N C. d i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�l'� Job Address: Permit Number: ❑ No one available for inspection: a AM/PM Re -Inspection required: Ye No When correct4ons have been made, call for re -inspection at 303-234-5933 _1�_#Date:- I Inspector:` /`J DO NOT REMOVE THIS NOTICE i - CITY OF. WHEAT RIDGE Building Inspectionbivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237'8929 Fax INSPECTFN N( ,TT)CE --3/3E`` Inspection Type: Job Address: Permit Number: 4 ❑ No one available for inspection: Time 49 M Re -Inspection required: Yes . No When corrections have been made, call for re -inspection at 303-234-5933 Dater Inspector: i-1--,,-----.. DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201802791 PERMIT NO: 201802791 ISSUED: 02/13/2019 JOB ADDRESS: 4480 Ingalls St EXPIRES: 02/13/2020 JOB DESCRIPTION: SWO Kitchen Remodel, 100 sq. ft. Replacing existing cabinets, relocate sink and dishwasher. Drywall repair as needed. Residing house 1458 sq ft and shed 256 sq ft. Removed 3 non -load bearing walls, where 2 closets existed. Asbestos report on file for demo of drywall. Relocating gas 40k BTUs/40 Gallons water heater (homeowner installed) and making a closet for the gas water heater. Replace 2 kitchen windows .32 or better. ***Revision electrical service upgrade to 200 amps with a meter lever bypass.New electrical service installation. Refeed existing electrical circuits. Added valuation $2250.00*** *** CONTACTS *** OWNER (303)385-7924 FERREL CHARLES W GC (720)256-8448 Curtis Crays 180348 Front Range Ventures Inc SUB (720)218-9266 Jorge L. Garcia 140186 CURRENT ELECTRIC INC. SUB (303)522-3872 LUIS MORGAN 110057 PROLINE PLUMBING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Investigative Fees ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: FEES 0.00 378.92 509.46 442.05 410.35 1,740.78 24,260.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 201802791 PERMIT NO: 201802791 ISSUED: 02/13/2019 JOB ADDRESS: 4480 Ingalls St EXPIRES: 02/13/2020 JOB DESCRIPTION: SWO Kitchen Remodel, 100 sq. ft. Replacing existing cabinets, relocate sink and dishwasher. Drywall repair as needed. Residing house 1458 sq ft and shed 256 sq ft. Removed 3 non -load bearing walls, where 2 closets existed. Asbestos report on file for demo of drywall. Relocating gas 40k BTUs/40 Gallons water heater (homeowner installed) and making a closet for the gas water heater. Replace 2 kitchen windows .32 or better. ***Revision electrical service upgrade to 200 amps with a meter lever bypass.New electrical service installation. Refeed existing electrical circuits. Added valuation $2250.00*** I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that 1 am legally authorized to include all entities named within this document as partes to the work to be performed and that all. w or k tj bUertormed is disclosed in this document and/or its- accompanying approved plans and specifications. Signature of i OWNER or(�ONTRACTOR (Circle one) Date I . This pen -nit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new pen -nit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grant' f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app h code or any finance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat jdp'ge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ccD.ci.wheatridge.co.us FOR OFFICE USE ONLY Date: % ( 9 Plan/Permit # Plan Review Fee: + �evisian-� Building Permit- ligaion- *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �P a l a q - Property Owner (please print): l %�r��� Phone: –9±2 6 ( � Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: ��1�_ �� !�Z ' c : - City, State, Zip: ArchitectlEngineer E-mail: Phone: Contractor Name: & %efE�kI i C - City of Wheat Ridge License #:—r- Phone: D _'52 f? Contractor E-mail Address:( -f% ctaoi u 2 �f %) (tiG�✓�� vs ,�� �— For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL E] RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. vcfUac�� Lk, W ( f � "-t Pie f,4 F (eUec— Q-e — fe e J e �4 ks A �q� C— �"TS Sq. FULF BTUs Gallons Amps Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) J -a5 0 -�--� OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRA CTO (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): L DATE: U Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: i CITY OF WHEAT RIDGE Building InspectionDivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 5 1 Job Address: Permit Number: ❑ No one available for inspection: Time® ill/FW Re -Inspection requir Yes No When correctio s have been made, call for re -inspection at 303-234-5933 Date: 7 1� -Inspector:- DO nspector:_DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 ° Job Address: `-I H'aO5-�- Permit Number: a O / $ 0 a -7 / ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made; all for re -inspection at 303-234-5933 Date: �7- pectoi DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Tirtae� AM/PM Re -Inspection required: Yes (W When corrections have been made, c for re -inspection at 303-234-5933 Dat f j Inspector., _ tid r11 / DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201802791 PERMIT NO: 201802791 ISSUED: 02/13/2019 JOB ADDRESS: 4480 Ingalls St EXPIRES: 02/13/2020 JOB DESCRIPTION: SWO Kitchen Remodel, 100 sq. ft. Replacing existing cabinets, relocate sink and dishwasher. Drywall repair as needed. Residing house 1458 sq ft and shed 256 sq ft. Removed 3 non -load bearing walls, where 2 closets existed. Asbestos report on file for demo of drywall. Relocating gas 40k BTUs/40 Gallons water heater (homeowner installed) and making a closet for the gas water heater. Replace 2 kitchen windows .32 or better. *** CONTACTS *** OWNER (303)385-7924 FERREL CHARLES W GC (720)256-8448 Curtis Crays 180348 Front Range Ventures Inc SUB (720)218-9266 Jorge L. Garcia 140186 Current Electric inc. SUB (303)522-3872 LUIS MORGAN 110057 PROLINE PLUMBING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,010.00 FEES Total Valuation 0.00 Pian Review Fee 378.92 Use Tax 462.21 Permit Fee 410.35 Investigative Fees 410.35 ** TOTAL ** 1,661.83 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Remodel PERMIT - 201802791 PERMIT NO: 201802791 ISSUED: 02/13/2019 JOB ADDRESS: 4480 Ingalls St EXPIRES: 02/13/2020 JOB DESCRIPTION: SWO Kitchen Remodel, 100 sq. ft. Replacing existing cabinets, relocate sink and dishwasher. Drywall repair as needed. Residing house 1458 sq ft and shed 256 sq ft. Removed 3 non -load bearing walls, where 2 closets existed. Asbestos report on file for demo of drywall. Relocating gas 40k BTUs/40 Gallons water heater (homeowner installed) and making a closet for the gas water heater. Replace 2 kitchen windows .32 or better. I, by n signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and aII authorized to obtain this permit and perform the work described and approved in conjunction with thispermrt. I further attest that I am legally authorized to include all entities named within this document as parnes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to I obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gra f g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap ble code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of fW he at 1-,' dge �5 "�') () * OMMUNrry DEVELOPMENT Buiiding & Inspection Services Division / IS 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o)_ci.wheatridge.co.us FOR OFFICE USFONLY Date: /('//� / Plan/Permit# 0 /9 Z� l Plan Review Fee: Building Permit Application **" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4480 IngalissStreet Property Owner (please print): 41'_Jc.V_ E�f ePhone:;3,33.�19z Property Owner Email: C . 1t C' �`i Ccr•nCcaS� Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 4/k ?__10 11`11__ \__;_ Gj c -C City State. Zip: �� ►� c .Z l�'�C�G U ,0c)--3 Architect/Engineer: Curtis L. Crays Architect/Engineer E-mail: ccrays@roomadditionspro.com Phone: Contractor: Front Ranqe Ventures, Inc 720.256.8448 /,�o ,3qV City of Wheat Ridge License #: � Phone: 720.256.8448 Contractor E-mail Address: ccrays@roomadditionspro.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Curtis L. Crays Phone: 720.256.8448 CONTACT EMAIL(p/ease print): ccrays@roomadditionspro.com Sub Contractnrc tnnlla+ provide Wheat Ridge License No.): Electrical CUXrNP-"-_V_1-- E ije y -%L, Plumbing: Mechanical: W.R. City License # CliGI cam W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL [RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. �G�S 8 I*'f.Z s:���5 c �lc.[cw� er► �%�ouF�G� ? b't t21ey.'L 6,6k --d) �DII•�w•��1 � ��- c,% r%,-ewikrd 12,�(nea'bc ULU �u�,k- �Mcll ehes�Q 1s�dt c��� Commercial Projects Only: Occupancy Type: Sq. FULF LOO -.54- BTUs Amps Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ -A' -Z 15 ,c) d ONN NERWONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application. warrant the truthfulness of the information provided opahe application. CIRCLE ONE: (OWNER) (CQATTRACTO for ( THORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) r Signature (first and t name): '�� DATE: s Printed Name: r.� ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMEN' + 'iii -)w 1) fPmodc' 1 = Reviewer: 1b k CJ r d i PUBLIC WORKS COMMENTS: LV rl d v W a Reviewer: CONSTRUCTION TYPE: Lam, vvZ7 Building Division Valuation: City of �`JV heat i-gc x4uNi7Y DEVELOPMENI Building & Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 . Fax: 303-237-8929 Inspection Line. 303-234-5933 Email: perrnits@ci.wheatridge.co.us FOR OFFICE USE ONLY I Date: Plan/Permit p Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. »' Property Address: 4 48(D T Nt;IALLL`J St Property Owner (please print): C_V4kRI F_S W, EERRQ_ Phone: 303 3051V* Property Owner Email: auCk Pa-rr-Q `1` CONCaSt n Mailing Address: (if different than property address) ArirtrPCS City State Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License fit: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ® RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT (� COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) Q, A-- lkkwC4*I=' ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ® PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT. ❑ OTHER (Describe) (For ALL protects please provide a detailed description of work to be performed. includir+c cur e t use of areas. proposec uses square foo!age exist�ng condition and proposed nevi condition a pl ance size in efficiency, type and amount of materials to be used etc ) �iz��t � � i 1.� COr �StST c�� :. t�CtAwe 0 L W M —6R ttlf-LX-k-e\z, .- .�.N�� �� NcW ��a► ��.� i vG1�17 �,oac�:� �r�r�-�> IQ �_ t � t ooF . c I ";a �i� "?(-u� Wt� r RE STa� I- Sq. FULF Btu's — 4S.ImeM P.1Wi$l Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included inEhe entire $ J oo.oc, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREENIENT I hereby cenify that the setback distances proposed hk this penmt application are accurate and do not v iolate applicahle ordinances, rules or regulations of the City of Wheat Ridge or co%enants, easements or restrictions of record: that all nicasurements shown and allegations niadc arc accurate: that I hayc read and agree to chide by all conditions printed on this application and that I assume full responsibility for compliance vkitIla pplicable Cit% of Whcat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal ouncr or hand been authori/ed by the IcgaI o�kner of the propert} to perfonn ttic described ksork and it, also authorised by the IcgaI owner of am entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) (COa'TRAC'TOR) or (4l'THOR/ZED REPRF..SE 1'T-ITII "E) of (OWNER) (C'ONTRAC'TOR) PRISr yOe CAA -'L, --- DAT T,: tg ZZ Z©t .�,1e:�.1-�i2_�� W. �ER�1=�------- stc,:�It:Re: _ man" trJ...� . DEPARTMENT USE ONLY ZONING COMMMENTS `,w, i,pA\ v'_ASS1F'iCATION �_ Reviewer TvpE Ot CONSTR,101'ON--_-.-- BUILDING DEr)ARTy!Et:' Cs;V ENTS Rev ewe• PUB�,tC VJORKS-10MVEti`S Reviewer PROOF OF SUBMISSION FORMS SpRINKLERED Ci Ati'. LCAEJ — ._.- Fire Department ❑ Received ❑ Not Recuired Water District ❑ Received ❑ Net Required Sanitation. District ❑ Received ❑ Not Recutred Building Division Valuation: $ LL-N X I (c VS �� t vii e 3 �" x "� �`� W f +.lA��.►.r s . ` ltil A T(, `Z_. �`�� A=t'c, lz. �u t � �� cr►.s f+tiy�t� i t,% X Z�� x Z6 CW�Ei W rrR Pj CCILI (:2Lo,>c--r W ILL ? IdlVc City of Wh6atpjdge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance land license must be up to date prion to permit issuance. Project Address: General Contractor: Y Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Phone #: Master #• (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: La l � vv� LIUM b- (/,I Phone #: State License #: 2_5j'q J Master #: Wheat Ridge License #: ! �'%�`-' (required field) gnatu e 6f Aut rized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Per N./ E D City Of Wh6atp, dge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: !J!ffi(� Permit #: C_� 03� General Contractor: Electrical Sub -Contractor Company Name: e U x) -T (lam _ r,yc Phone #: 7� o — ,2 18 �� F; State License #: 0 l 0 CSC? f 5 Master #: DCS � Q X76 Wheat Ridge License #:_Z�, (required field) Sign u e of horized Agent Date Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Reservoirs Environmental, Inc. Effective April 2, 2018 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.doc REI LAB Reservoirs Environmental, Inc. October 2, 2018 Morgan Helm Carters Consulting & Environmental P.O. Box 22980 Denver CO 80222 Dear Customer, Subcontract Number: NA Laboratory Report: RES 419576-1 Project # / P.O. # 4480 Ingalls Project Description: None Given Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 419576-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer President P: 303.964-1986 F: 3034177-4275 5801 Logan Street, Suite 100 Denver, CO 80216 Page 1 of 1 1-866-RESI-ENV w -reilab.com Reservoirs Environmental, Inc Reservoirs Environmental OA Manual RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number. RES 419576-1 Client: Carters Consulting & Environmental Client Project Number / P.O.: 4480 Ingalls Client Project Description: None Given Date Samples Received: October 02, 2018 Method: EPA 600/R-93/116 - Short Report, Bulk Turnaround: Rush Date Samples Analyzed: October 02, 2018 Effective Apel 2, 2018 WOAOCX AB1Resemo1m Envlronmantal OA Manual.doc ND=None Detected TR=Trace, <t% Visual Estimate TremfAct-Trernolite/Actinolite Client Lab L Asbestos Content Non Non - Sample ID Number A Sub Asbestos Fibrous Number Y Physical ( Part Mineral Visual Fibrous Components E Description I Estimate Components R SMI -1 EM 2174704 A White compound w/ white paint 40 ND 0 100 B Brown/white drywall 60 ND 75 25 SMI -2 EM 2174705 A White paint w/ white compound 38 ND 0 100 B Brown/white drywall 62 NO 75 25 SM1-3 EM 2174706 A Light tan paper 30 ND 75 25 B White/pink paint 32 NO 0 100 C Light tan compound 38 Chrysotile 2 0 98 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. Michael Scales Analyst / Data QA P: 303964.1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI-ENV F: 303-477-4275—rellab.— Page 1 of 1 e W o O d a``. :SUON 1l3HIO NO SIVLLINI S.7A3ldWVS N CL $ S as x A Ev vp1 W a I F fs uJ I G3 r. w m uo;e-jy,uer0 uclinjy,ua i 1. >r;^8 to :e.3 a;Gds PIOW T f;� +'ice d a``. :SUON 1l3HIO NO SIVLLINI S.7A3ldWVS N CL $ S as x A Ev vp1 W a I alQ9V -uny n Q Aebt a G3 r. w m uo;e-jy,uer0 uclinjy,ua i 1. >r;^8 to :e.3 a;Gds PIOW > 1S'l uapn+!;t;.g ✓'6410 O ci Q 2 4 O U E u:.tea�ptse^a .a -r. ei,a:o=Be� U Q y > Q O N V S9au,elu0:) Q j a`m o c 3 g c aaC7 aauleyy ,a A 8 A C, td^aC °;Qad xznaay 4V CFO Imon-In S n A a rn O ` easy i h` ewnloA eldwes +'ice :SUON 1l3HIO NO SIVLLINI S.7A3ldWVS a N p alQ9V -uny n Q Aebt a uo;e-jy,uer0 uclinjy,ua i 1. >r;^8 to :e.3 a;Gds PIOW 1S'l uapn+!;t;.g ✓'6410 p u:.tea�ptse^a .a -r. ei,a:o=Be� U Q } ,a A 8 A C, td^aC °;Qad xznaay 4V CFO Imon-In S O Q c:a I "A auC a Ir') asPaiA ,a,&v s;e:S Q .:a,x.�;n�-enn ,a -A• swr.P03 to;n;,e l-" S s 1td� uww)-, w"c CL to si-ecic4.weo snai.^e S c"a;s 1 1H 1S .0 3 c„at:9u:,US ILIO07e1u. I aa,ay'9uQ8o41Qd E z E CL 7 Q SSI W-1 3N -S31NVOUO W . d SIVIBW a;,.eelsalt te:od. - 1Sl10 aa.sC sx:,c VrCri - nod .es-ony ;ue^r ,mo :c . ^g ,,,., -'• OF, ZCr: .i alai yr3i.. - W31 ;,aae:8unl Wld �i E s a t a N p p a CL to E z E CL ' �a l W OVLIZ x a x ” fll ;rl a� c "__ I�� a! = > T Y 0 0 uxi- V w ci o9o I. -y J O €a 1« t1 w ir a C ne $ YLhJ pi 2J J ~a 3 mC P %0�' g o ! c eo a O W u mO y C O o a A C� c 0°( f a4i S Y.4 e p m u; m ac V - a o 0 a o' � x [ 40i 4 n 0 2 W eL 0 m A" 'I u1 a r r to �i E s a t City of �/ W heat �idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge Rough Framing and Wood Requirements 3 The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. 4 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. R, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 5 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,(M1902.2) 6 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 7 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 8 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self- closing device and all combustion air is taken from the outdoors. (IRC G2406.2) Electrical Requirements 9 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. 00 at wheat Rtd9e Bad" 01YIS1011 Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC NI 102.4.5) 10 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A Counters 12 - inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. t . At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. I A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. I At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 - inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. 1. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. (I. Hallways 10 -feet or more in length. 1. Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 12 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 13 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 14 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring operated light. (IRC E3903)with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B Outside each sleeping area in the immediate vicinity of the bedrooms; and C One on each additional story including basements. 15 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), or a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical outlet and has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) 16 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) Plumbing Requirements 17 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 51hs of pressure for 15 minutes. 38 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 19 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 20 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 21 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( NI 103.2. 1) Wallboard Requirements 27 Nail spacing for gypsum board lh gypum board Ceiling 16oc, 7", nails 12", Type S screws '/2 wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nails I 2"spacing, screws 24OC 8". 7500 W. 29T" Ave Wheat Ridge, Co 80033-8001 303-235-2878 city of Wheat Ridge Building Division bo City of W heatidge pa gp. COMMUNITY DEVELOPMENT O A PP ASE g Revie+owted IgL de Compliance .. n CD CD Po Plans Eraminet Date © �rry - 0 CI • M� C; ofp �sihe6JWI1fY Ot0 W~IYf Oegptpy Of Am er�rotiyp � * � . MdtO�ptltotioRF lhpl/npt be 0(JlTI�t O►CI11 OWOVOIpf. aO'yjpb t0 - - _ r•{• /may Z: i C? ml'olthe P�oNf%�so/the Ewldinq rode o•o/anr City ort/ironces. PkrmYe - . j _ � � .p` Pl"umi p to plve ouch" to veolme o/eencdit ntovbiom o/ the 8u,em, CD- - cada orothn wOrancer Mthe CWY shy npt br �wttd. - CD p Q t n 0 �m Ads s z M (D 41) wp,-)c 5�t� 1I ¢i # 0 — we 7o)a -5 CC 7 - ! CD r CD ... Y d � Co CD VOW Rids -- . �ildin� Division T_ C" C YJ i �i V )l Ato', 4. k) til e r t��� " I Me S Sink relocation Requires plumbing supply & drain relocation 14'-7" Hot water tank new location 2'-11" Enclose with not bearing walls zw Page 1 V) m m O O a� 00 O U � V) i Lr) � — O 0 10 -0 Q O)E U' 4j CI) O M O W 11 1 U C In (D I C C O N > O 4.1 00 OW) O O c 4� U r� a� Ridge DiW.Sjoq I IfOurce - Eagle View - Main Level Date: 6/21/2017 4:25 PM 1% Page: 13 City of Wheat Ridge Building Division iource - Eagle View - Shed 6' 1 .10 51411 Shed Date: 6/21/2017 4:25 PM City Of Wheat Ridge Page: 14 Building Division ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you: ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: N` Ad1sFff, AQa� IIIIIIIIIIN11111IIIII111111111 9590 9403 0655 5183 5983 21 Article Number (Transfer from service label) 7013 2250 0000 3302 4110 A. Sig/ X /r'v� ❑Agent ❑ Addre BlIeGeived by ted Name) C. Date of Deli D. Is delivery address different.from item 11 ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Priority Mail Express® ❑ Adult Signature ❑ Registered Mai1TM ❑ Adult Signature Restricted'Oelivery ❑ Registered Mail Restricted Certified Mail® Delivery Certified Mail Restricted Delivery ❑ Return Receipt for ❑ Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery ❑ Signature Confirmation ❑ Insured Mail R Signature Confirmation ❑ Insured Mail Restricted Delivery Restricted Delivery (over $500) at www.usps.com® Ps Form 3811, April 201`5 PSN 7530-02-000-9053 Domestic Return Receipt U.S. Postal Service TM 0=10111 MAILTM RECEIPT (Domestic Mail Only; No insurance Coverage Provided) For delivery Information visit our website at www.usps.com® ru C3 Postage $ M Certified Fee 1-3 Return R=Fee Postmark 0 (Endorsement C Restricted Delivery. ..rsement Re C3 U1 ru Total Postage & Fees $ Sent TO �*J �1' �. � , I 1 PS Form 3800, August 2006 See Reverse for Instructions i CITY OF WHEAT RIDGE r. ` - 1341dino Inspection' bivision�r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: S tt; C) C c v 4 -e -e- � Job Address: qLl 8 o ��, Q n I!s 9 J Permit Number: ❑ No one available for inspection: Time/�; : 9' ('!�wPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- If JJ,9 Inspector: DO NOT REMOVE THIS NOTICE �1 City of Wheatidge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291b Ave. September 20, 2018 Charles Ferrel 4480 Ingalls St, Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 On September 25th, 2017 the City of Wheat Ridge of Building Division posted a Stop Work Notice or Notice of Violation on your property at 4480 Ingalls St, Wheat Ridge, CO 80333 for a bump out window, addition, and siding work being conducted without a permit. A door hanger requesting contact and update with the Building Division was left on the property on August 20", 2018. As of this date, no permits have been issued to clear the Stop Work Notice or Notice of Violation. You must contact the Building Division at 303-235-2855 and take necessary action to correct the violation by September 27', 2018 (5 business days of this notice). No permits, licenses, or other entitlements may be issued by any City Department until this violation has been cleared. Please contact the Building Division at 303-235-2855 This letter also serves as notice that the Building Division intends to invoke certain administrative procedures as granted by Chapter 5 of the Municipal Code of laws of the City of Wheat Ridge. These possible procedures include, but are not limited to, the following: 1. The Recording of a Notice of City of Wheat Ridge Code Violation on your property with the County Recorder. 2. The issuance of a citation. 3. Formal enforcement action. 4. Administrative fees associated with the investigation and processing of the violation(s). In order to abate the violation, you must obtain a permit, pay any associated fees, and have the permit finaled. Sincerely, 4 )" Randy Slusser, CBO Chief Building Official By: Troy Dicker, Building Inspector 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2882 Fax: 303-237-8929 www.ci.wheatrid eg co.us City of WheatI"j ge COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6 a o r- ;, n o c)c e r - Job Address: 4 L-) 8 0 7:1:- na cG )1-5 S�- Permit Number: �II r CL Cdr ,anal 1a4j nT- ro -� S,dc- s4,',noS4-,=d. ❑ No one available for inspection: Time i o ` S1 RPM Re -Inspection required: `� No When corrections have been made, call for re -inspection at 303 -234 - Date: q a a/1`R Inspector: Tt) DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201708390 r PERMIT NO: 201708390 ISSUED: 10/17/2017 JOB ADDRESS: 4480 Ingalls ST EXPIRES: 10/17/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko asphalt shingles with ROOF DECKING - 14 sq Pitch = 4/12 *** CONTACTS *** OWNER (303)385-7924 FERREL CHARLES W SUB (720)242-6404 Rex Corly 150303 Masterpiece Roofing & Painting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,691.75 FEES Total Valuation 0.00 Use Tax 98.53 Permit Fee 125.05 ** TOTAL ** 223.58 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201708390 201708390 ISSUED: 10/17/2017 4480 Ingalls ST EXPIRES: 10/17/2018 Residential Re -roof to install Tamko asphalt shingles with ROOF DECKING - 14 sq Pitch = 4/12 I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performe and�a11 work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. (0/ L !�� 1 -7 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 1.80 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. if this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable co,or any ordirla or re ulation of this jurisdiction. Approval of work is subject to field inspection. b - Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 7 v�70 A1C) From: no-reply@ci.wheatridge.co.us Sent: Tuesday, October 17, 2017 11:05 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4480 Ingalls Street, Wheat Ridge, CO 80033 Property Owner Name Chuck Ferrel Property Owner Phone 303-385-7924 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Field not completed. Yes Attach Copy of Executed Ferrel.4480.Contract. Measure.Auth.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Masterpiece Roofing 150303 720-242-6404 7700 E Iliff Ave, Suite D, Denver, CO 80231 Contractor Email Address pamela@masterpieceroofing.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or pamela@masterpieceroofing.com 14 i 3 0 Yes Pitched roof (2:12 pitch or greater) 6 both? (check all that apply) What is the specific pitch 4/12 of the PITCHED roof? How many squares are 14 part of the PITCHED roof? Describe the roofing Tamko Heritage materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional ReRoofing 14 squares with Tamko Heritage 1 layer on a 4/12 detail here on the pitch description of work. (Is this for a house or garage? Etc) 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to i:A submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Pamela Gauthier Email not displaying correctly? View it in your browser. 0 Angiers list. BBB NtASTEPPIECE %% ROOFING & PAINTING Property Owner ("Owner") r—1 U C K 6, rp el Email Check . �:y'c1QCom cw-t- iviF+ Street ("The Property") yA>0 _77r, City_ &4e,# f 12i% c� State –(22—Zip C 33 Home Phone Mr. Cell -30,3 S�Q ;'Vy Mrs. Cell Insurance Company Claim # Adjuster, Shingle Manufacturer_/�yHko /-/G�i farms Year _,0 Color Tear off / layer(s) of hal hake/tile shingles _ Install Sheath ing_7/16"OSB_1/2"CDX plywood Where �In II felt_15lb_k-50'1b other �� 7Ac ±L(, Ico-& Water shield to code v Innsstall Metal Drip Edge. Color _V6 nail pattern on shingle (+20mph wind resist) Valley(s) will be _closed _open stall new pipe jacks rnstall new vents as needed Install In. ft. of vent -a -ridge Re -flash chimney brick/wood size Re -flash wall abutment as needed if possible (stucco or siding may be a deterrent) o clean up & haul away all job related debris Magnetic sweep of the yard for removal of nails year workmanship warranty Estimated Xactimate Price Down Payment A-< pa ^ oi<bl �4ea eacic'_l4Q Balance p4vS Cjcv(�,lG�� G/e �ad n�--k First insurance check, deductible & upgrades are due prior to scheduling the job. The estimated dates of service for this job are & /.e {S ce.,,,se�.S Improvements in exchange for Insurance Scope Breakdown and Supplemental Proceeds Owner authorizes Masterpiece Roofing ("Contractor") to contact the Owner's insurance company regarding damage to the Property. Owner understands that the Contractor will assist the Owner in obtaining appropriate property insurance damage adjustments, gaining approval of damage for repair and obtaining funds to repair Owner's Property. Owner authorizes Owner's insurance company to discuss all matters directly with Contractor, or their representative. Owner agrees to provide Contractor with any and all insurance information, claim number, insurance loss data information and adjuster's report provided to the Owner by the Insurance Company. Upon authorization of the Owner's Insurance Company, for a price agreeable to the Contractor, Owner agrees that the Contractor shall perform work prescribed by the Insurance Company's loss data sheet or adjuster's report which includes the estimate of repair as set forth in the insurer's claim file plus any upgrades selected by the Owner. Special instructions AGS P_Co 4j,2 64 Owner is obligated to pay only the deductible required by the Owner's Insurance Company plus any upgrades requested by the Owner. Owner further agrees to endorse insurance checks payable to the Contractor or to pay the Contractor an equal amount. Owner owes the Contractor nothing in the event the Insurance Company does not authorize the repairs. Contractor shall hold in trust any payment received from you until Contractor has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Owner has the right to rescind this contract and obtain full refund of any deposit within 72 hours after entering the contract. Contractor cannot pay, waive or rebate all or part of any insurance deductible applicable to the insurance claim for payment for roofing work on your property. Otherwise, Owner understands that this is a binding agreement. If the Owner breaches this agreement before commencement of the work, Owner agrees to pay the Contractor for the actual work performed. Owner understands that, aside from upgrades, a summary of the work to be performed, a description of materials to be used or a list of standard features included, the total contract price, or description of the basis on which the price will be calculated, is embodied in the insurance loss data information provided by the Owner's insurer. Further, Owner authorizes the Contractor to submit supplemental requests to the Insurance Company for additional payment required for omitted items from adjuster scope or due to price fluctuation caused by supply/demand issues orotherwise unknown at the time the contract was entered. Owner warrants that this contract is signed without any reliance upon any representations or promises by the Contractor, or its agents, except those that are specifically written in this contract, and that no additional promises or representations have been offered as inducement for signing. Owner also acknowledges reading all the Terms and Conditions on the reverse side of this docurpent. f p / Date . -14 / Property Owner RepresentativexLx/jrl ;3 �i 1 Property Owner 7700 E. Iliff Ave., Suite D, Office: 720-242-6404 Denver, CO 80231 www.masterpieceroofing.com kcorley.masterpieceOgmail com k F i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:%�,rZ) Job Address: L j,1ro��� s -� Permit Number: �_?_ CC'S 0�1 0 M.; ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 i Date: Inspector: DO NOT REMOVE THIS NOTICE ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 11216 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 9/22/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4480 INGALLS ST Phone: 456-8254 Contractor License No.: 18247 Company: Alpha Electric, Inc. Phone: 4251283 OWNER/CONTRACTOR StGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : Permit Fee : Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this penn~ application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and 89ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge:;5:1')~ under this penn~. (OWNER)(CONTRACTOR) SIGNED m(1-<,.{ DATE r;4~tJ'l) Total: $176.00 $23.50 $0.00 $2.64 $26.14 Use: Description: WIRE NEW FURNACE BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: . Occupancy: Walls: Roof: Stories : Residential Units : Electrical License No : 18247 Company :Alpha Electric, Inc. Expiration Dale: 11/12/2000 Approval: OK/KS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: 1~l (8) This permit was issued tn accordance with the provisions set forth In yopur application and Is sublect to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of Wheat Ridpe, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from Issue date or (B) the building authorized Is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all rnspections and shall receive written approval on inspection card before proceedilng with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the b . Ing codes or any other ordinance, law, rule or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\ON Property Owner. ~h ^ fr? el1 c.A li'r 7"~~D :r,,(}C( /If sof. 113' O?'Y""? Company: I? If) /I f1 ,!: I e. c f)!l ,'C- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BUilding Permit Number Date Properly Address. Contractor License No. : Phone ~5~ s~sy 3E'3 -.>- I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that t assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED /77a/-A. ;;;;~ DATE r~f'JI'"\ Phone. ~".3' 1""15""- I~f; 5 Construction Value: ;- 76 . "0 . Permit Fee: Use Tax: Total: Use: , Description: W-<<-L. ~ F4..1't1a. c...~ BUILDING DEPARTMENT USE ONLY ~mg'J.<C:lInmen~ Approval: Zoning: Biff[diifiilComments;j Approval: P,~.!lf."!!1"i{l.m!l1.e.n~;J Approval: Occupancy: Walls: StC: Sq. Ft.. Roof: Stories: Residential Units. Electrical License No: I '5'0{'Y? Company: f/ /NIII t:/~J- Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: iillal;,c; i) 0 Expiration Date: Approval: Expiration Date: Approval: (') 12) 13) This permit was issued in accordance witrt tI'le provisions set forth in yopur application and is subject to the laws of the Slate of Colorado and to the ZOnlng Re_9ulations and Building Code of Wheat Ridge, Colorado or any othera"plicable ordinances of the City. , _ _ _ . This permit shall expire jf (A) the worX authonzed IS not commenced within Sixty (60) days from issue date or (8) the bUIlding authonzed tS suspended or abandoned for a period of 120 days. If thiS permit expires, a new _pel'Tt\lt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the anginal plans and specifications and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or if suspensIon or abandonment el(Ceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will Change the natural ftow of water causin9 a drainage problem. Contractor shall notify the Building'lnspector twenty-four (24) hOUB in advance for alllMspectJons and shall receive written approval on inspection card before proceediing With successive phases of the job, '. The Issuance of a pennit or the approval of drawings and Specifications shall not be construed to be a pennit for, nor an approval of, any violation ot the proviSIons of the buildIng codes or any other ordinance, Jaw, rule or regulation. 14) 15) 16) Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 11196 9/19/2000 Property Owner: Property Address: 4480 INGALLS ST Contractor License No. : 17865 Company: Lakeside Heating Co. Phone: 303-456-8254 Phone: 421-3572 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNEDJ ,.. .L---DATE "\ 1\ Total: $1,350.00 $50.95 $0.00 $20.25 $71.20 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V.B.C.) and all other appli93ble Wheat Ridge ordinances, for work under this permit. Use: Description: .60,000 BTU FURNACE BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: SIC: Sq. Ft. : --- Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1 ear, full fees shall be paid for a new permit. No work of a m nner shall done that will change the natural flow of water causing a drainage problem. Contrac all ti I ing Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedii it su ses of the 'ob. The issu a . 0 e wings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bw g codes or any r or inance, w, rule or regulation. (1) (2) (3) Chief Building Inspector ~ep-16-99 02:36P DEVREVFAX DEPARTMENT OF PLANNING AND DEVELOP MEr-. r BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 303 235 2857 Building Permit Number: Dale: P.UZ APP JC."l"IDN Phone .3tJ3- i/Sf,- f d. SY Phone: 303-'Y;l/- ~.s?:J.- Construction Value: /3::::>0 ~ Permit Fee: :50 .9'S Use Tax: dO . ;;IS Total: 7/. ~() I hereby certify that the setback distances proposed by this permit application are ,CC\II i1t., and dO not violate applicable ordinances, rules or regulations of ttle City of Wheat Ridgl or covenants. easements or restrictions of record: that all measurements shown. end aUee \ltlons made are accurate; that' have read and 19fee to Ibide by all conditions printed on this apphcatlon, and that I assume full responsibility for compliance with the Vv'heat Ridge B Hding Cod. (U.B.C.) and all other applicable Wheat Ridge ordinances. for work under this per "it. c---.. ....-.- (OWNER)(CONTRACTOR) SIGNE~ _f'-- . '-"> J - DATE2-\~ Use: Description: /VEW --:J)ul!.(J./'V'G - gOo/c flFl..rr3 &:.0,000 ]JTll. l~ Ni('iNrl(!!C BUILDING DEPARTMENT U lE ONLY SIC: Sq. Ft.: ~CW!l!g&!!IJIIJ!.l!nJs; Approval: Zoning: : r . iJ.t!i:4tllillil~ Approval : ~':I~!!c!wp..!!llJO~~~ Approval: Occupancy: Walls: Roof: Stc ries: Residential Units: Electrical License No: /8:117 Company: flip 1/ Expiration Date: 11-/:1- 00 Approval: Plumbing License No : Company: Mechanical License No: /78: ~/ Company J..ifkE SA !/rn/tJtt./ftL Expiration Date: 03-,;)/-tJl Approval: Expiration Date: Approval: (4) (5) (0) This permit WIS issued in aCCOn:lance witI'I the proviliona set toM in yopur ~jjcation and i~ IUDjeCt to tne taws of tna State of ColOlado and to the Zoning Regl.llatrons and Building Code ot """"at Ridge, Colcndo or any other appliQllble on::linlno' of the City. Thl$ permit shall expire If (A) the work luttlonzld II not commenced within sllIrry (SO) dlYS Ir m issue date or (8) the buikling iluthonzed is suspended or abandOned for. penod of 120 <lays. If this permit expires. I new l)emllt may De acquir'ld for a fee of one-half the amount newman required. provtded no changes have been or will be made in tn. original ptans and specifications and any auspenllon or abandonment hal nOI exCHded orll (1) year. If changes are m~. or if suspenSion or Il)andonment exceeds one (1) y..r. ~II feeslhall be j:llid for. new pennlt No work of any manner anall be dOnI: trill wi! cra.nge N ".tu~1 flow of water Cluting . dl< nage problem. Contraetor snail notify tM Building Inapector twenty-four (2.) hours If'l advance for all In'pee ona and ,ha" receNe written appmval on inspeetJon card before proceedling with succalllYe pha.es of the jOb. The issuance of a permit or tna IDPrcveI 01 drawings and aplCiftCltionl anall not be constnll l'tQ be I permit ror. nor an approval of. any viol'bon or the plQvillOns of the budding COdel or .ny other ottlinance, laW. rule or regulation. (1) . 12) (3) Chief Building Inspector