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Home My WebLink About3055 Webster StreetA a City of Wheat Ridge Residential Miscella PERMIT - 201705880 PERMIT NO: 201705880 ISSUED: 08/10/2017 JOB ADDRESS: 3055 Webster ST EXPIRES: 08/10/2018 JOB DESCRIPTION: Foundation stabilization using helical piers *** CONTACTS *** OWNER (303)295-8454 CANJAR MARY J & LOU ANNE GC (303)805-8751 Rodney Martin 060125 Complete Basement System_ *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,000.00 FEES Total Valuation 0.00 Plan Review Fee 50.38 Use Tax 42.00 Permit Fee 77.50 ** TOTAL ** 169.88 ** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyinapproved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t e 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 1e ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 19 1. This permit was issued based on the information provided in the permit application and accompanying pplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services D1vision 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. IL Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. )U I /'(Y�i �0 MR INSPECTION RECORD Occupancy/Type PECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection �jty1t2. INSPECTION REQUEST LINE: (303) 234-5933 Cance lations must be submitted via the online form before 8 a.m. the day of the inspection Date Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Comments Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Mid -Roof Pier Concrete Encased Ground (CEG) IL Foundation / P.E. Letter q G, / 1 �! Do Not Pour Con6rete Prior To Approval Of Th Above Inspections Rough Plumbing/Gas Line Underground/Slab Inspections Date Inspector Comments Initials Electrical Rough Mechanical Sewer Service Plumbing Rough Framing Do Not Cover Underaround or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. `For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 1805 S Bellaire St. #200, Denver CO 80222 Phone: (303) 745-5209 www.coyle-inspect.com January 13, 2018 Louann Canjar Via E -Mail: lcanjar@hollandhart.com Re: 3055 Webster St., Wheat Ridge, CO 80033 CONSTRUCTION OBSERVATION REPORT Dear Louann; On August 11, 2017 Gary Cantrell, one our engineers, inspected the installation of the helical pier that is part of the structural repairs at the above referenced property. The purpose of the inspection was to determine if the pier was installed in compliance with the repair design of this firm, dated May 23, 2017. COMPLIANT WORK: • The helical pier had been installed and attached to the foundation below the masonry "pillar" located between the two garage doors. • Pier depth and pressure charts were provided to the engineer, on Jan 11, 2018, demonstrating installation depth and capacity. CONCLUSION: • Based on the observations made and information provided, it is my opinion that the work completed to date is in substantial compliance with the repair design. LIMITATIONS: • This inspection was visual in nature but represents the professional opinions of this firm based on visible components, observations made, and assumed accuracy of information provided. • As indicated in the repair design, no warranties are made or implied, as soil/material condi- tions are unpredictable and unknown/unforeseeable conditions could exist. Thank you for allowing us to be of service. Please feel free to call if you have any questions. Very truly yours, Coyle Struc spection Engineers, Inc. 0 1 �08/ON Michael D. Coyle, P President Page 1 of 1 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: Time . H PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: at,I g, Inspect!tip f C� DO NOT REMOVE THIS NOTICE aa�� G-3- 'sc� INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occu::,anc/y TtMe Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Rough Inspections P- - - Date ....v.` n.,Vca.uv110 Inspector — Underground/Slab Inspections Date Comments Initials Electrical Sewer Service Plumbing Rough Electric Rough Plumbing/r'as Line Rough Inspections P- - - Date - --- -- _ --_... Inspector Initials ..— .– r,J.r -. Vw. vl Ia rwvvC If1�L1�GilOr1S Comments Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/r'as Line _-- Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof 11-1- 1;7 Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *Fnr Inw vn14nnc norma- — Of---- L. y„ „, or u vl— PIU UUI IIP CLUU II UIII IIIe rlre uisinct ana electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge �? Residential Roofing PERMIT -201703350 PERMIT NO: 201703350 ISSUED: 07/06/2017 JOB ADDRESS: 3055 Webster ST EXPIRES: 07/06/2018 J03 DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles with ROOF DECKING 30 sq. *** CONTACTS *** OWNER (303)238-2591 CANJAR MARY J & LOU ANNE SUB (303)923-5039 Timothy McFarland/Cameron Humm 170205 Gen 3 Roofing Corp kk* PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,216.11 FEES Total Valuation 0.00 U:;e Tax 487.54 Permit Fee 426.20 ** TOTAL ** 913.74 *** COMMENTS *** *** CONDITIONS *** 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 inal r c.k. i:oval. installation of roof sheath- (new Vi: o��erlay) reCjU.1"'cS 8: a�:,%r3'�"` -;1:��`-�:'-"�ir;� prior to installation of ANY roof coverings and is require on the entire roof when spacE<c or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice ana 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. 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE Job Address: -35,v57-5- W e s 4,r S 4 - Permit Number: Q a f -7 0-3 3 SSZp ►te a I D n r -n ce c1 ❑ No one available for inspection: Time MM Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection at 303-234-5933 Date: 1I ! / `7 Inspector: 7-0 DO NOT REMOVE THIS NOTICE s Ki ` a , .,. n. 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: 'I"'t 0 Job Address: I G S .- f�f�P-K 5' ` Permit Number: 7 W% 0 -5 3 T U 6 L% ❑ No one available for inspection: Time ry 5 j Ay/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:- 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: S #F, Job Address: `' 1 �- Permit Number: ? v17 U rWl U� L ❑ No one available for inspection: Time � AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Inspector: le DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Miscella PERMIT - 201705880 PERMIT INTO: 201705880 ISSUED: 08/10/2017 JOB ADDRESS: 3055 Webster ST EXPIRES: 08/10/2018 JOB DESCRIPTION: Foundation stabilization using helical piers *** CONTACTS *** OWNER (303)295-8454 CANJAR MARY J & LOU ANNE GC (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: 2,000.00 FEES Total Valuation 0.00 Plan Review Fee 50.38 Use Tax 42.00 Permit Fee 77.50 ** TOTAL ** 169.88 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed aTd Aat all work to be performedisdisclosed in this document and/or its' accompanying approved plans and specifications. Signatyirof,) OWNER or CONTRACTOR (Circle one) Date I. This-pimit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be constr e to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordm nce or regulaf thi ri fiction. 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 !Wh6at'Rdc_ CC(omMtvtuNrry DFm-'.LoPM'E'NT 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 FOR OFFICE USE ONLY Date: / I Plan/Permit #tl1 -)o �l Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I e- I— Property Address: 3D(6 V\RhS:bn1_ =. Owner Property Owner Email: L Mailing Address: (if different than property address) Address: '_90�36 " cys-re'/y 8+ V\j V) f-olt C ( CA Architect/Engineer: Architect/Engineer E-mail: Phone: 00 P 4'31 - Contractors City License #: Phone: Contractor E-mail Address: sara.passe PaIn pletebaSf mevdTV9iemT_ net Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License Other City Licensed Sub: City License # Mechanical: W.R. City License Complete all information on BOTH sides of this form 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 REPAIP, or REPLACEMENT L OTHER (Describe) V -CS % 0t e V)ti Ck 1 SA -W QtU Y'a Rf,ea ( r (For Lprojects, 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 efficie►cy, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Fo"nc-totgtco ii za on U gin h.e i coo P N tr (.S 9 Btu's Squares Gallons Other Project Value (Contract value or the cost of all materials and labor included in the entire project) $ t 000 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 ap CIRCLE ONE: (OWNER) (CONTRACTOR) or(A THORIZED REPRESENTATIVE) of (OWNER)(CON�ITRACTOR) PRINT NAME, Sa ra t�GLSS'e sIGNA DATE: a ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE STRUCTURAL INSPECTION ENGINEERS Client(s) I -D 5500 E Yale Ave., #350 Denver, CO 80222 Address 303-745-5209 www.coyle-inspect.com Job Num: __ Date: S 3 :P:P R:tX Reviewed for Code Compliance � 1�eicwenct.�.rennraawo�refo�.ilec�noYw� ZZ -00 v wwr�+ws�r►.w�e.oe+�.uJba ar«w+wao+aG «rwoM4.es Nuierow,rM.MaraeerN«ruhon. h+�w V.MV W."'. q ft hw*V o.rwe►aw.►o. ,.rwan" avow " Page 3 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR SPECIFICATIONS: CITY OF WHEAT RIDGE CODE DESIGN CRITERIA: • 2012 IRC • Roof Snow Load 30 psf • Basic Wind Speed 105 mph (3 -second gust) • Wind Exposure C • Seismic Design Category Residential B UTILITY LOCATES: • All utilities to be located by the contractor, before commencing with any excavation, includ- ing but not limited to underground electric, gas, water, sewer, cable, phone. • Contractor to notify the engineer of any utility conflicts with the proposed repairs, to allow for modification to the design as needed. • Contractor assumes all risk and responsibility for protecting all utilities. Coyle Structural In- spection Engineers is not responsible for any damages to any utilities caused by the contrac- tor. STEEL HELICAL PIERS: • FOUNDATION SUPPORTWORKS: Model 288 (round shaft) Helical Pile with FS 288B Retrofit Bracket. Alternates - Model H150 (1.5" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. Model H175 (1.75" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. • AB CHANCE (Hubbell Power Systems): Model RS 2875 (round shaft) Helical Pile with Chance Standard Remedial Repair Bracket. Alternate - Model SS 175 (square shaft) Helical Pile • Piers shall be 8" (minimum) HELICAL PIERS, installed at locations shown on the diagrams. • Piers to be installed to a minimum safe working capacity of 20,000 lbs (20 KIPS) where safe working capacity shall be no less than 50% of installed resistance (i.e. 40,000 lbs (40 KIPS) for a 2:1 factor of safety). Typical torque to resistance relationships result in a torque installa- tion requirement of 4,000 FT -LBS. • Installation torque serves as emperical verification of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical ca- pacity. • It is assumed that each new pier will achieve penetration into bedrock or competent bearing soil, and can be installed to the specified capacity. Should bedrock or competent bearing soil (specified capacity) not be reached within reasonable depth/distance, this office should be no- tified for further instruction. • Footings shall be clipped flush to the foundation wall plane, at the pier locations. • Any encountered caissons are to be reported to the engineer for further instruction and possi- ble need for abandonment. • Contractor to maintain accurate pier depth and pressure/torque charts for each pier, showing depth and pressure/torque at each pier shaft section. Charts shall be filled out in real time dur- ing installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. EPDXY INJECTION:d� • All cracks of 1/16" or larger shal be epoxy injected. • Sikadur® 35 Hi -Mod LU or approved equal. esti Page 4 of 6J`04 ti� COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR NOTES FOR THE HOMEOWNER: • CONTRACTOR SELECTION and VERIFICATION: Structural repairs should only be per- formed by qualified contractors with significant experience. The homeowner is solely responsible for bidding, contractor selection, verification of contractor's experience, licensing, insurance, warranty program, etc. This contractor selection and verification process is not part of the scope of services provided by Coyle Structural Inspection Engineers. • FOUNDATION STABILIZATION: It should be understood that underpinning/stabilization of part of the foundation will minimize future movement in the area stabilized, but will not necessarily pre- vent movement elsewhere. Movement elsewhere (if it occurs) may in fact become more apparent once part of the foundation is stabilized, as cracking may develop at the transition points between the stabilized area and the non -stabilized area. • FOUNDATION ADJUSTMENT: Some incremental adjustments (lifting/lowering/realignment) of the affected area may be attempted with the owner's approval. It must be understood that adjust- ments could cause additional damage to finished surfaces and foundation walls. The owner is encour- aged to be present at the time of adjustments in order to authorize the amount of adjustment to be at- tempted. Coyle Structural Inspection Engineers shall not be responsible for adjustment authorization or for any damages caused by attempted adjustments. • GOOD DRAINAGE PRACTICE: Poor drainage has the potential to cause structural damage and water intrusion. The owner is advised to improve and/or maintain drainage per the guidelines below, in order to promote long term structural integrity for the property. GOOD DRAINAGE PRACTICE (for the homeowner): P Providing and/or maintaining good drainage is recommended in Colorado, in order to promote stabili- zation of moisture content in the foundation bearing soil. Stability of moisture conditions at founda- tion depth is considered essential toward promoting long term structural integrity of all homes. These drainage remarks are general in nature to all homes in the area, and not necessarily site specific, as each site has unique constraints. In some cases, consultation with a land surveyor may be necessary in order to determine a detailed scope of drainage improvement, based on site constraints. P Provide/maintain positive drainage away from the foundation. Building Codes typically require a min- iinum of 2% slope (1/4" per foot) and should be considered an absolute minimum. Ideally, 6" of fall in the first 5' is recommended by most soils engineers in the Colorado Front Range area with expan- sive soil conditions, for landscape areas, and then 2% (1/4" per foot thereafter). However, care must be taken not to raise the soil too high relative to siding/framing. Several inches of clearance should be maintained to deter moisture and pest access. If clearance cannot be maintained, then cutting the soil down and away from the foundation may be necessary in lieu of adding soil. In this case landscape drainage swales and/or french drains may need to be created in order to convey the drainage in a con- tinuous manner. In some cases, addition of sidewalk "skirts" or hardscape patios may be an alterna- tive. Hardscape areas such as driveways, patios, sidewalks, etc. should slope away from the foundation, at a minimum of 1% slope (1/8" per foot) and should be installed at an elevation that does not act as a barrier to drainage. Where abutting the foundation, the hardscape should be well sealed to prevent moisture penetration. It is not recommended to attach hardscapes to the foundation via rebar pinning. Construct or improve landscape swales, as needed, to route the drainage around the foundation. The flowlines of the swales should have a slope of at least 2% (1/4" per foot). In areas where 2% cannot be attained, a minimum slope of 1 % is acceptable if a French drain is incorporated in the flow Swale flowlines should be located no closer than 5 feet from the foundation walls. The swales shouddge be continued to a points where natural drainage is possible. Wheat Maintain/repair/replace roof gutters and downspouts, as needed, to prevent leakage and/or overspil-,%4W% ' s0a"All Page 5 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ling around the foundation. Install and/or repair/maintain downspout extenders, as needed, to dis- charge a minimum distance of 5 feet from the foundation. Determine the discharge locations of any buried downspout pipes and test with a hose to ensure unimpeded flow and visible (daylight) dis- charge locations. If the discharge locations are not evident, and/or if blockage exists, the pipes may need to be extended or replaced. • Determine the locations of any and all active sprinkler heads, and move as needed to a distance of 5 feet from the foundation as a minimum, and orient so that spray does not fall within 5 feet of the foun- dation. Drip irrigation and/or "misting" heads are generally considered to be acceptable as long as they are used sparingly. Maintain or create a 5 foot wide non -irrigated landscape buffer around the foundation. • Replace or modify any solid landscape edging to allow drainage to pass thru the edging. Remove any plastic weed barriers adjacent to the foundation (within 5 feet). If a weed barrier is desired, use a geo- textile mesh landscape fabric that allows the soil to evaporate its excess moisture. City of Wheat Ridge Building Division Page 6 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 1805 S. Bellaire St., #200 Denver CO 80222 Phone: (303)745-5209 www.coyle-inspect.com May 23, 2017 Louann Canjar Via E -Mail: lcanjar@hollandhart.com Re: 3055 Webster St., Wheat Ridge, CO 80033 STRUCTURAL OPINION REPORT AND REPAIR DESIGN Dear Louann: On April 21, 2017, I inspected the above referenced property at your request. The purpose of the inspec- tion was to visually observe the foundation of the garage to determine my professional opinion of the structural condition thereof, in order to determine whether structural repairs are needed at this time, and to recommend a plan of repair as needed. The inspection did not involve any other system or component of the residence. No soil or other material sampling, testing, or analysis was performed by Coyle Struc- tural Inspection Engineers. General Information: • The home is a 1 story single family home structure, assumed to be facing East. The home was re- portedly constructed in 1958. • The foundation is of poured concrete construction. • The perimeter walls of the upper structure are of brick and block construction. • No soils report or other architectural/engineering documents were available for review. • I understand that you are concerned with brick cracking at the garage. This report and repair design is relative to the garage only, as the remainder of the house was not inspected. Observations, Opinions and Recommendations: • Structural settlement has occurred to the brick and block masonry "pillar" between the two garage doors. Both garage door openings slope downward toward the center pillar. • Settlement of the foundation below this area is responsible for the distress observed. The condition of the foundation of below -grade could not be determined. • All other walls of the garage appeared to be in good condition. • The garage floor slab and the driveway have experienced minor settlement and cracking, but nothing unusual or excessive. • It is recommended to install a single steel, helical pier on the foundation at the pillar between the two garage doors. This will require concrete removal and excavation at the pillar location, at which time the condition of the foundation below grade should be determined. It is assumed that the foundation will be competent to accommodate the pier. However, in the event that the foundation is deemed in- competent at this location, a second pier may be necessary, with crossbeam between piers. • At your discretion, though not structurally required, the garage floor slab and the driveway could be�� mudjacked or foam injected to lift the settled areas. ��cv • No other structural repairs to the garage are considered necessary. whe'a, t*60_e �ui\dln9 p1v�s'°ll Page 1 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. Additional Comments: • All foundations are subject to movement over time, due to variations in soil and moisture conditions. The home should be monitored for additional future movement, and any significant movement should be reported to this office for further evaluation and recommendation. • For any and all recommended work, care needs to be taken in the areas of underground and overhead utilities. All work to be done in compliance with local and national safety standards, and building de- partment regulations. This inspection and report do not constitute an evaluation of potential asbestos containing materials or lead based paint, as may be required prior to any demolition, remodeling, or repair. Limitations and Understanding: • This inspection was visual in nature (no invasive procedures or material sampling/testing), but repre- sents the opinions of this firm for the area in question, based on visible components, observations made, and any information provided. • Our opinions may change if there is a change of conditions, accessibility, or visibility from the time of the initial inspection, or if additional information becomes available for consideration. • No warranties are made or implied as to the continued structural integrity of this property, as geology, soil, and moisture conditions are unpredictable, and unknown geological/soil/structural conditions could exist. • Therefore, the value of the inspection and opinions expressed, is mutually agreed to be limited to the amount of the fee charged for the service. Thank you for allowing me to be of service. Please feel free to call if you have any questions. Very truly yours, Coyle Structural Inspection Engineers, Inc. Michael D. Coyle, P.E. President Page 2 of 6 City of Wheat Ridge Residential Miscella PERMIT - 201705880 PERMIT NO: 201705880 ISSUED: 08/10/2017 JOB ADDRESS: 3055 Webster ST EXPIRES: 08/10/2018 JOB DESCRIPTION: Foundation stabilization using helical piers *** CONTACTS *** OWNER (303)295-8454 CANJAR MARY J & LOU ANNE GC (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: 2,000.00 FEES Total Valuation 0.00 Plan Review Fee 50.38 Use Tax 42.00 Permit Fee 77.50 ** TOTAL ** 169.88 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, apphca le 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 pernrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed ardiat all work to be performeddiselosed in this document and/or its' accompanying approved pIans and specifications. Signatw-e of) OWNER or CONTRACTOR (Circle one) Date 1. This p6mit 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. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a 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 constyWe to be a permit for, or an approval of, an violation of any provision of any m applicable code or any ordncepor regulatj,�f thi 'uri iction. 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. V City of C%AWhat h Rd+ NvtNrry D t..Lox1T Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: /y P -� (fJ� Plan/Permit # -, � � � � 9h Plan 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: 3 D 6 6 V\1 W && f ,- St. . Owner (D/ease print): L Property Owner Email: Mailing Address: (if different than property address) Address: '9056 "e')0 -fie cS+ City, State, Zip: W , 1 e0it C- I lA A?_ CD gb 033 Architect/Engineer: Architect/Engineer E-mail: Phone: s Phone: 4rol- WS �t Contractors City License #: �� Phone- RSDS � Contractor E-mail Address: Sara has Se C� cd�nn�pte-t�ba�erY►erctsys�cros.l'1e'E Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 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 REPAI or REPLACEMENT n OTHER (Describe) V_ %ok mi -1 ��rQ_ I Q-r,12g1i y" (For LL projects, please provide a detailed description of work to be performed, including current use ofareas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficierlcy, type and amount of materials to be used, etc.) Sq. Ft.lLF Amps �tnl�o�afii on s-�QI�; � � zap on U Sm I i COO Pyr LS 9 Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) t OC )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 ap CIRCLE ONE: (OWNER) (CONTRACTOR) or (A THORIZED REPRESENTATIVE) of (OWNER)(CONTRACTOR) PRINT NAl1 E. Sra t�_ SIGNAT DATE: ka pe 1q ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE STRUCTURAL INSPECTION ENGINEERS Client(s) Lg0A%1Q GAN A 5500 E Yale Ave., #350 Denver, CO 80222 Address 303-745-5209 www.coyle-inspect.com Job Num: Date: - - -- C ':ries; �u;? ...:...:....>...> .:.:................L. ;...E..>.. ..C.....;..d..1...5_5_S..S...:...i...i...........!..<......L..S...i...i.. .....i...i...i..S...i...S.......:...i. Reviewed for Code Compliance Sheet of pate rlI1aRM& w oput daobw+Neep&@&" r s"Now MepereMAW, I.M IppeM01etawWvferf4ero egaae11*1 uawwwaewad►.a••rerrad�wKe,..r�M, wetrw�f'w ro t7be IwAorrr ro.bbfeatowM fhr Orovfsfo+u oJthe 4€:.:•'..�"::,. oftdr«ne►«wwn,aro.trr: e.ree.ona Page 3 of 6 rs.�_�NAL ANG COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR SPECIFICATIONS: CITY OF WHEAT RIDGE CODE DESIGN CRITERIA: • 2012 IRC • Roof Snow Load 30 psf • Basic Wind Speed 105 mph (3 -second gust) • Wind Exposure C • Seismic Design Category Residential B UTILITY LOCATES: All utilities to be located by the contractor, before commencing with any excavation, includ- ing but not limited to underground electric, gas, water, sewer, cable, phone. Contractor to notify the engineer of any utility conflicts with the proposed repairs, to allow for modification to the design as needed. Contractor assumes all risk and responsibility for protecting all utilities. Coyle Structural In- spection Engineers is not responsible for any damages to any utilities caused by the contrac- tor. STEEL HELICAL PIERS: • FOUNDATION SUPPORTWORKS: Model 288 (round shaft) Helical Pile with FS 288B Retrofit Bracket. Alternates - Model H150 (1.5" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. Model H175 (1.75" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. • AB CHANCE (Hubbell Power Systems): Model RS 2875 (round shaft) Helical Pile with Chance Standard Remedial Repair Bracket. Alternate - Model SS 175 (square shaft) Helical Pile • Piers shall be 8" (minimum) HELICAL PIERS, installed at locations shown on the diagrams. • Piers to be installed to a minimum safe working capacity of 20,000 lbs (20 KIPS) where safe working capacity shall be no less than 50% of installed resistance (i.e. 40,000 lbs (40 KIPS) for a 2:1 factor of safety). Typical torque to resistance relationships result in a torque installa- tion requirement of 4,000 FT -LBS. • Installation torque serves as emperical verification of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical ca- pacity. • It is assumed that each new pier will achieve penetration into bedrock or competent bearing soil, and can be installed to the specified capacity. Should bedrock or competent bearing soil (specified capacity) not be reached within reasonable depth/distance, this office should be no- tified for further instruction. • Footings shall be clipped flush to the foundation wall plane, at the pier locations. • Any encountered caissons are to be reported to the engineer for further instruction and possi- ble need for abandonment. • Contractor to maintain accurate pier depth and pressure/torque charts for each pier, showing depth and pressure/torque at each pier shaft section. Charts shall be filled out in real time dur- ing installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. EPDXY INJECTION: d •All cracks of 1/16" or larger shal be epoxy injected. G a$0 • Sikadur® 35 Hi -Mod LU or approved equal. O Page 4 of 6 $J'ONVA COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR NOTES FOR THE HOMEOWNER: • CONTRACTOR SELECTION and VERIFICATION: Structural repairs should only be per- formed by qualified contractors with significant experience. The homeowner is solely responsible for bidding, contractor selection, verification of contractor's experience, licensing, insurance, warranty program, etc. This contractor selection and verification process is not part of the scope of services provided by Coyle Structural Inspection Engineers. • FOUNDATION STABILIZATION: It should be understood that underpinning/stabilization of part of the foundation will minimize future movement in the area stabilized, but will not necessarily pre- vent movement elsewhere. Movement elsewhere (if it occurs) may in fact become more apparent once part of the foundation is stabilized, as cracking may develop at the transition points between the stabilized area and the non -stabilized area. • FOUNDATION ADJUSTMENT: Some incremental adjustments (lifting/lowering/realignment) of the affected area may be attempted with the owner's approval. It must be understood that adjust- ments could cause additional damage to finished surfaces and foundation walls. The owner is encour- aged to be present at the time of adjustments in order to authorize the amount of adjustment to be at- tempted. Coyle Structural Inspection Engineers shall not be responsible for adjustment authorization or for any damages caused by attempted adjustments. • GOOD DRAINAGE PRACTICE: Poor drainage has the potential to cause structural damage and water intrusion. The owner is advised to improve and/or maintain drainage per the guidelines below, in order to promote long term structural integrity for the property. GOOD DRAINAGE PRACTICE (for the homeowner): • Providing and/or maintaining good drainage is recommended in Colorado, in order to promote stabili- zation of moisture content in the foundation bearing soil. Stability of moisture conditions at founda- tion depth is considered essential toward promoting long term structural integrity of all homes. • These drainage remarks are general in nature to all homes in the area, and not necessarily site specific, as each site has unique constraints. In some cases, consultation with a land surveyor may be necessary in order to determine a detailed scope of drainage improvement, based on site constraints. • Provide/maintain positive drainage away from the foundation. Building Codes typically require a min- imum of 2% slope (1/4" per foot) and should be considered an absolute minimum. Ideally, 6" of fall in the first 5' is recommended by most soils engineers in the Colorado Front Range area with expan- sive soil conditions, for landscape areas, and then 2% (1/4" per foot thereafter). However, care must be taken not to raise the soil too high relative to siding/framing. Several inches of clearance should be maintained to deter moisture and pest access. If clearance cannot be maintained, then cutting the soil down and away from the foundation may be necessary in lieu of adding soil. In this case landscape drainage swales and/or french drains may need to be created in order to convey the drainage in a con- tinuous manner. In some cases, addition of sidewalk "skirts" or hardscape patios may be an alterna- tive. • Hardscape areas such as driveways, patios, sidewalks, etc. should slope away from the foundation, at a minimum of I% slope (1 /8" per foot) and should be installed at an elevation that does not act as a barrier to drainage. Where abutting the foundation, the hardscape should be well sealed to prevent moisture penetration. It is not recommended to attach hardscapes to the foundation via rebar pinning. • Construct or improve landscape swales, as needed, to route the drainage around the foundation. The flowlines of the swales should have a slope of at least 2% (1/4" per foot). In areas where 2% cannot be attained, a minimum slope of I% is acceptable if a French drain is incorporated in the flow Swale flowlines should be located no closer than 5 feet from the foundation walls. The swales shou `c�ge be continued to a points where natural drainage is possible. Whe6%R • Maintain/repair/replace roof gutters and downspouts, as needed, to prevent leakage and/or oveers O� '.1,8W Page 5 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ling around the foundation. Install and/or repair/maintain downspout extenders, as needed, to dis- charge a minimum distance of 5 feet from the foundation. Determine the discharge locations of any buried downspout pipes and test with a hose to ensure unimpeded flow and visible (daylight) dis- charge locations. If the discharge locations are not evident, and/or if blockage exists, the pipes may need to be extended or replaced. • Determine the locations of any and all active sprinkler heads, and move as needed to a distance of 5 feet from the foundation as a minimum, and orient so that spray does not fall within 5 feet of the foun- dation. Drip irrigation and/or "misting" heads are generally considered to be acceptable as long as they are used sparingly. Maintain or create a 5 foot wide non -irrigated landscape buffer around the foundation. • Replace or modify any solid landscape edging to allow drainage to pass thru the edging. Remove any plastic weed barriers adjacent to the foundation (within 5 feet). If a weed barrier is desired, use a geo- textile mesh landscape fabric that allows the soil to evaporate its excess moisture. City of Wheat Ridge Building Division Page 6 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 1805 S. Bellaire St., #200 Denver CO 80222 Phone: (303)745-5209 www.coyle-inspect.com May 23, 2017 Louann Canjar Via E -Mail: lcanjar@hollandhart.com Re: 3055 Webster St., Wheat Ridge, CO 80033 STRUCTURAL OPINION REPORT AND REPAIR DESIGN Dear Louann: On April 21, 2017, I inspected the above referenced property at your request. The purpose of the inspec- tion was to visually observe the foundation of the garage to determine my professional opinion of the structural condition thereof, in order to determine whether structural repairs are needed at this time, and to recommend a plan of repair as needed. The inspection did not involve any other system or component of the residence. No soil or other material sampling, testing, or analysis was performed by Coyle Struc- tural Inspection Engineers. General Information: • The home is a 1 story single family home structure, assumed to be facing East. The home was re- portedly constructed in 1958. • The foundation is of poured concrete construction. • The perimeter walls of the upper structure are of brick and block construction. • No soils report or other architectural/engineering documents were available for review. • I understand that you are concerned with brick cracking at the garage. This report and repair design is relative to the garage only, as the remainder of the house was not inspected. Observations, Opinions and Recommendations: • Structural settlement has occurred to the brick and block masonry "pillar" between the two garage doors. Both garage door openings slope downward toward the center pillar. • Settlement of the foundation below this area is responsible for the distress observed. The condition of the foundation of below -grade could not be determined. • All other walls of the garage appeared to be in good condition. • The garage floor slab and the driveway have experienced minor settlement and cracking, but nothing unusual or excessive. • It is recommended to install a single steel, helical pier on the foundation at the pillar between the two garage doors. This will require concrete removal and excavation at the pillar location, at which time the condition of the foundation below grade should be determined. It is assumed that the foundation will be competent to accommodate the pier. However, in the event that the foundation is deemed in- competent at this location, a second pier may be necessary, with crossbeam between piers. • At your discretion, though not structurally required, the garage floor slab and the driveway could b%q mudjacked or foam injected to lift the settled areas. C11"1 • No other structural repairs to the garage are considered necessary. wheat9tid9e po��kor �U�\d�n9 Page 1 of 6 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. Additional Comments: All foundations are subject to movement over time, due to variations in soil and moisture conditions. The home should be monitored for additional future movement, and any significant movement should be reported to this office for further evaluation and recommendation. For any and all recommended work, care needs to be taken in the areas of underground and overhead utilities. All work to be done in compliance with local and national safety standards, and building de- partment regulations. This inspection and report do not constitute an evaluation of potential asbestos containing materials or lead based paint, as may be required prior to any demolition, remodeling, or repair. Limitations and Understanding: • This inspection was visual in nature (no invasive procedures or material sampling/testing), but repre- sents the opinions of this firm for the area in question, based on visible components, observations made, and any information provided. • Our opinions may change if there is a change of conditions, accessibility, or visibility from the time of the initial inspection, or if additional information becomes available for consideration. • No warranties are made or implied as to the continued structural integrity of this property, as geology, soil, and moisture conditions are unpredictable, and unknown geological/soil/structural conditions could exist. • Therefore, the value of the inspection and opinions expressed, is mutually agreed to be limited to the amount of the fee charged for the service. Thank you for allowing me to be of service. Please feel free to call if you have any questions. Very truly yours, Coyle Structural Inspection Engineers, Inc. Michael D. Coyle, P.E. President Page 2 of 6 OVI of sheat R%dge '500:04piv;s`°" i City of Wheat Ridge ° Residential Roofing PERMIT - 201703350 PERMIT NO: 201703350 ISSUED: 07/06/2017 JOB ADDRESS: 3055 Webster ST EXPIRES: 07/06/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning'Duration Storm asphalt shingles with ROOF DECKING 30 sq. *** CONTACTS *** OWNER (303)238-2591 CANJAR MARY J & LOU ANNE SUB (303)923-5039 Timothy McFarland/Cameron Humm 170205 Gen 3 Roofing Corp *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,216.11 FEES Total Valuation 0.00 Use Tax 487.54 Permit Fee 426.20 ** TOTAL ** 913.74 *** COMMENTS *** *** CONDITIONS *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. 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. City of Wheat Ridge Residential Roofing PERMIT - 201703350 PERMIT NO: 201703350 ISSUED: 07/06/2017 JOB ADDRESS: 3055 Webster ST EXPIRES: 07/06/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles with ROOF DECKING 30 sq. [, 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 I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is,_disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 original ermit 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 pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applia rdi de or any oce or,reg at ion of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Kimberlv Cook �)o l '� 6�-JSC) From: no -reply@ ci.wheatridge.co.us Sent: Saturday, June 24, 2017 8:56 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application p , W 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 Z. the order they are received. 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. Permits are currently being processed within 5 business days, subject to change based on volume. 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? W % � 1 ^ w*�L— How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3055 Webster St. Lou Anne Canjar 3032382591 Icanjar@hollandhart.com Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Gen 3 Roofing Corp. Contractor's License 170205 Number (for the City of Wheat Ridge) Contractor Phone 3039235039 Number Contractor Email Address tim@gen3roofing.com Retype Contractor Email tim@gen3roofing.com Address DESCRIPTION OF WORK Are you re-decking the Yes Vz roof? Description of Roofing Owens Corning Duration Storm Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 30 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 30 ✓ roofing material for this project t 4� c 3 2 Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) 8/12 and 4/12 pitch House with attached garage 23216.11 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 submit this application and to perform the work described above. Name of Applicant Tim McFarland Email not displaying correctly? View it in your browser. 3 Gen 3 Roofing Corp. 6970 S Holly Circle STE 205 Centennial, CO 80112 Office: (303)923-5039 Fax: (303)659-0414 EIN # 47-1393041 The Terms and Conditions contained in this Residential Roofing Agreement (this "Agreement') are the only terms and conditions applicable to this Agreement. Any additional or different terms and conditions referenced in any attachment to this Agreement, or any other documentation, are rejected by Gen 3 Roofing Corp. ("Gen 3") unless approved by Gen 3 in writing as evidenced by the signature of the authorized representative of Gen 3. Homeowner n,,.tkr A d1A. ` Pro erty ddre s An .�? Proposal Date Primary Phone City State ip r' r Secondary Phone Insuran Company Claim # '• Email Address New Material Details tp 1 Brand of Shingle4 Project Details l,�t� ;, ./`t� f l� n _g / f•—��j<i i1 Remove asphalt shingles, # of layers (1) (2) (3 ai Yri ( ProductName�t jC^��'; �C� )t Color Color 11Remove wood shingles, # of layers (1) (2) (3) Underlayme t (#15 felt) (00 felt) Synthetic F1 Remove other `� /12 /12 Type of Ridge 'Standard (High Profile) Other) ❑ Pitch(s)ofroof —�--, Color of Drip Edge? ❑ Number of stories -i 1) ,(2) (3) Ice and Water Shield Required. Yes) o) Miscellaneous Details ❑ If Yes, Number of Sq. Ft.? Valley(s) (Open) (Closed) 11 Protect Landscaping __d/14 Decking Type + aced (Solid) Solid Sheathing Needed? a+ ❑ Protect Deck G Clean up all Work Related Trash ❑ Replace Pipe Jacks es (No) Replace Kitchen/Bath ❑ Magnetically Roll yard ,Menus/� �r❑ Replace Furnace (Vi'ashin Cap)�(Collar - -�— Clean Roofing Debris from Gutters Payment Replace Attic Vents (Yes)n { ti Install Ridge Vent((Ye;(No) Install New Step Flames in Yes) (N,vo) (NA) First Payment Re -flash Chimney As Needed] (Yes (No) (NA A Deductible $, ❑ Re -flash Skylights As Needed ( es) (No)( ❑ Detach and Reset Swamp Cooler (Yes) (No) (NA) Remainder $ ❑ Detach and Reset Satellite Dish (Yes) (No) (NA) Payment Terms: (Gen 3 is not responsible. for any property and casualty insurance carrier's delay or denial of an insurance claim, in whole or in part). ❑ Work to be completed in accordance with specifications above for the price of: $�_ ^1 I ' i l' � ?Sc By approving this agreement, the Homeowner authorizes Gen 3 to represent the best interests of the Horrlner for restoration of storm damage. This contract does not obligate the Homeowner or Gen 3 unless payment for damage is approved by the insurance company and accepted by Gen 3 following approval of claim. Gen 3 will complete specified work for a price agreeable to the insurance company and to Gen 3 with no additional cost to the Homeowner except for the deductible. This agreed upon amount shall become the final contract price, and Gen 3 will receive all insurance proceeds for work completed by Gen 3. RESIDENTIAL ROOFING AGREEMENT TERMS AND CONDITIONS 1. Right of Approval. This Agreement is subject to the review and approval of Exterior Solution's management. Any prices quote will remain valid for sixty (60) days from the date set forth above. Homeowner will indemnity and hold Gen 3 harmless for any proposed or understood changes to the Agreement not written on the signed copy of the Agreement. Homeowner is responsible for obtaining any and all applicable product and related color approvals from any relevant Homeowners Association(s) and Historical Societies, if any. 2. Exterior Solution's Additional Obligations. Upon all preconditions being met, Gen 3 shall start and diligently pursue work through its completion. In addition to completing the work described in this Agreement, Gen 3 shall: make reasonable efforts to protect the property from any further damages and remove equipment, debris and all other material relating to the services provided hereunder. 3. Homeowner Responsibility. In order for Gen 3 to safely gain access to the property and install the roof, Homeowner will be required to undertake those actions: clear driveway for delivery and install; remove breakable items from walls and shelves (Gen 3 is NOT responsible for broken items due to vibrations during install); remove all items (to the extent possible) around the property that may impede Gen 3' access to the property and the roof; take precautions with animals; and take precautions with small children. 4. Subcontracting. Gen 3 may subcontract portions of this work to properly licensed and qualified subcontractors. 5. Change Orders. No Change Orders shall be binding on Gen 3 unless Gen 3 has approved of such Change Order in a writing executed by an authorized Gen 3 representative and approved by Gen 3' management. The purpose of such requirement is to ensure that both Gen 3 and Homeowner are on the same page as to parties' respective obligations and the costs and expenses to be incurred in fulfilling the parties' obligations hereunder. 6. Payments. Gen 3 is acknowledge to be a general contractor and is entitled to receive all overhead and profit charges applicable to an insurance claim. All payments should be made payable to Gen 3 Plus, Inc., with no payments to be made in cash. 7. Interest/Lien Rights. In the event Homeowner does not pay all amounts due to Gen 3 within thirty (30) days following the due date as set forth in an invoice issued to Homeowner in accordance with Gen 3' general practice, the outstanding balance shall accrue simple interest at a rate of 1.5% per month (18% per annum), with such interest being calculated from the original due date of the outstanding balance. Additionally, should payments be more than thirty (30) days past due, Gen 3 shall have the right to place a mechanic's lien on the property and to pursue the collection of funds from the Homeowner. 8. Indemnification. Homeowner will indemnify and hold Gen 3 harmless for. (a) any damages to personal property or physical injury as a result of vibrations caused during the execution of the work described in this Agreement; (b) pre-existing damage and deterioration; (c) improperly installed concrete and/or soils; (d) minor interior damage (i.e., nail pops, cracks in plaster, drywall or paint) and minor exterior damage (i.e., slight scratching/denting of gutters or paint; (e) wear and tear to driveways, sidewalks, walkways, lawns, shrubs, bushes, flowers or other vegetation caused by trucks, equipment, materials, work force or debris; (f) any damage below the roof due to leaks caused by excessive winds, ice dams, hail, pre-existing or future construction defaults caused by storms or lack of maintenance; (g) any damage attributable to rotten, brittle or improperly maintained or installed siding/trim/ stucco; (h) the failure to perform due to: (t) the errors, omissions and delays of the Homeowner and/or their insurance company or mortgage company, (ii) the rescission of this Agreement pursuant to this Section 10. Nothing herein shall be deemed to abrogate, waive or release in any manner any property and casualty insurer for those duties, responsibilities or liabilities of such insurer pursuant to Section 10-3-1115 and Section 10-3-1116 of the Colorado Revised Statutes, as may be amended. 11. Cancelation of Agreement. Following the expiration of the Rescission Period, Homeowner may cancel this Agreement with Gen 3 be delivering written notice of cancelation to Gen 3 in the manner set forth in Section 10, above. Upon its receipt of the notice of cancelation, Gen 3 shall cease all work on the property but for those activities Gen 3 believes are reasonably necessary to prevent any immediate damage to the property, including the covering up of any unfinished portions of the roof with a tarp. Gen 3, and those subcontractors and third parties engaged by Gen 3 for the purposes of performing this Agreement, shall be entitled to a reasonable amount of time to remove its materials and equipment, including any dumpsters, from Homeowner's property. Homeowner shall be responsible for paying to Gen 3 a sum equal to (i) the labor charges Gen 3 has incurred in its performance of this Agreement, (ii) material charges Gen 3 has incurred in its performance of this Agreement, (iii) any penalties or fees imposed upon Gen 3 as a result of such cancelation, and (iv) reasonable overhead, profit, expenses and damages not previously accounted for (collectively, the "Cancelation Balance"). Any deposit held by Gen 3 shall be applied against the Cancelation Balance; to the extent the deposit is greater than the Cancelation Balance, Gen 3 shall refund the outstanding balance to Homeowner within ten (10) days of its final determination of the Cancelation Balance. Such refund shall be issued as a check made payable to the Homeowner named herein and shall be mailed to Homeowner's address, as set forth herein. Should any deposit be insufficient to cover such Cancelation Balance, Gen 3 shall bill the outstanding balance to Homeowner, which amount shall be due and paid in accordance with Gen 3' general practice. Such outstanding balance shall be subject to the terms of this Agreement. 12. Warranty. Gen 3 warrants that the services to be provided pursuant to this Agreement will be performed in conformity (i) with the terms of this Agreement, (ii) with all laws, regulations and codes applicable to the work to be performed hereunder, and (iii) in a good and workman like manner consistent with standard roofing industry practices. Gen 3 shall warrant the workmanship relating to a finished roof for 7 years beginning from the date of completion (the "Warranty Period"). No warranty will be provided until Gen 3 has been paid in full by Homeowner. To the extent Gen 3 is notified of a defect relating to the workmanship during the Warranty Period, Gen 3 will correct such defect in workmanship in a prompt and reasonable manner from the time Gen 3 is notified. Homeowner shall promptly notify Gen 3 of the defect in workmanship as soon as such defect is discovered. All notices of a defect in workmanship shall be in writing and shall state with specificity the defect discovered. No employee, agent or subcontractor of Gen 3 is authorized to make any representation or warranty on behalf of Gen 3 other than those contained in this Agreement. Manufacturers' or vendors' warranties or guarantees (collectively, "Product Warranties"), if any, on materials, fixtures and components, to the extent assignable, are deemed assigned by Gen 3 to Homeowner. Gen 3 shall deliver to Homeowner all product warranty fortes in its possession. Homeowner shall be solely responsible for compliance with any notice and claim procedures set forth therein. Gen 3 does not adopt and is not bound by any such Product Warranties. Homeowner's rights under the Product Warranties are in addition to Gen 3' warranties in this Section 12. This warranty is non-transferrable. 13. Peripherals Disclaimer: Gen 3 acknowledges that, during the course of the services to be provided hereunder, certain fixtures and peripherals, including, without limitation, heating and air conditioning units and evaporative coolers, may be required to be removed and relocated. Gen 3 will use its best efforts to reinstall such fixtures and peripherals in a ainmft ?TS TQ2L1UL1W}0aC0ld •dzoD 5ugoo21 £ uaff) 7al <% i' ' i' (s)afn�uu51S (s).ia o� H If`jam it �/ -,�•� w9wao.r2v sNi fo apvq purr luo ff uo suoptpuoa Dov rluoo 11L7 oz aa,12V (ate I mtolag 8ulu2ts dg -Aindofd Iut1110pis31 aq; uo 31101A fugOOJ aqJ JO AJtfofuuz u pauuopad (n) .fo aiis XuadOld Iupuapisa.z aqj IL, spuQ1uu1 OugOO.t pa.>antlap (i) suq £ uarJ Iilun iaumoauzoH uiofJ;uaurJiud Auu Istu; ui ploq Ilugs £ uarJ •A.fado.zd paianoo aq) uo 3pom io3 ;uouiXud zo3 urtulo aoueinsui oql of alguotlddu algponpop aoueznsut Am jo liud io Ilu a1ugai zo oA1um `Aud of osTuzoid fo a;uga.c `onium `Aud jouuuo(�olouxluoo �ufdoof) £ uaff) `(2)(1)£01 -ZZ -9 oi iuunsznd �iotlod oouuinsui Allunsuo puu Aindold u jo spaaooid otp uzoij juowAud oNuuz of �?ufpuajut p jou si/ I] sf 1aumoauzOH oqZ ~tx`a~';sa~,:.. . . S~d'~.;....,. _ . ~~F'a~`.4~r~ - •x . . *.i~ , ;~~k?v"ss4"~:..: QAPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3139 t` BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 5/23/96 7500 WEST 28TH AVENUE WWEAT RIDGE, CO 80215 Property Owner : CANJAR LEO J Property Address : 3055 WEBSTER ST Phone : 238-2591 Contractor License No. : 18043 Company : Richard E. Gash Electric phone : 420 3040 WNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $800.00 hereby certHy that the setbeck dbtences proposed by this permk applkation are accunte, PgRltit F8@ : $45.00 nd do not violab a ieable adlnancas, ruba or reguh6ons oT d~e City of Wheat Ridge or de vensnts, easertb w reatric8w+s of record; that au mreasurementa shown, and allegatlons Plan ReVieW Fe8 : $0.00 iade ere accuraM; Nat I have read and a9roe to abide b all conditiona printed on thia oPue (U B C j e~d aB assu r~ M~~sibility fot compl ance wkh the Wheat Ridge BuikJing U52 TeX : $9.60 d applkeble Wheffi Ridge ordinances, for work under Nia pennft. . ER)(CONTRACTOR)SIGNED )OAOi'tm, DATE 5-,3-qln TOt81: $54.60 Description : SERVICE CHANGE UPGRADE TO 150 AMP - SINGIE PHASE 1201240 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : lechical License No : Plumbing License No : Mechanical License No : ompany: Company: Company: piration Date : Expiration Date : Expiration Date : pproval : Approval : Approval : (1) R~w.°°u~~a s"~'tnd swm I'coa~av~m~wroRtW'gs v~coio°~',aa` a:m Iomer~app` Iica°paa~ardinan~ a°e c~ ~°wa m me smre a caoreao a~a ro me zwrro (2) a q~~ a(A) the w0lk au~hoffZetl ia not Commencetl wltNn aUCly (80) tlaya hom 18aue tlete or (B) MB bulWYng aUMOriietl ia wapenOetl or 3 A~y (3) tl tlUS pemdt eupNes, e Mw k anmey Ce acqulretl (or a fee of onahett the amouirt nonnalry repuiretl, orovWetl ra chanpes liave been wwW Ge matle In tlre oApuW plans antl sd arry auspenaion a abanEOnment hac not ezcaedetl one (1) Year. 1f ohanpes are matls a N auspension or abanAOnment exceetle ono(9 Year, Adl tees MW be VaM tor a navppm~~. (4 No wrnkM ury men~»r S~all be tloM iMPwlll Chenge ihe nawre~ now awemr cauam a tlialnape probbm. (s~ contrxra aneM nonry n,e ewwtnp inaDedor Mrenty-four (24) houn In atlvance for aIl t~napeaans ana enen recewe vntt~ epprovai on irnpecson rara oerwe pr~a~I~npwHheuccaeeroephasea~the' (8) the xa d a partMt or tha drawlnOS aM cPatlfi~a~bns ehall not be conatrue0 to Ee a permi[ fornor an ePProvel ot, anY vidation of the provicbns M Htll cotles w r adl , nile or repulatlon. ~ i Building Inspector IS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : cy,ev Property Address : 3p55 w¢.Qa.Q'u J/, Phone : a13S -~59/ Contractor License No. : / 80 U3 Company: ~~.~ci Phone: ~/a0-30yD Q OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this pertnit appliwtion are accurate, and da not violate appliwble ordinances, mles or regulations of the City of Wheat Ridge or covenants. easemen[s or restnctions of record: that all measurements shown, and allegations made are accurote; that I have read and agree to abide by all contlitions printed on this applieation. and that I assume full responsibi6ty for complianca with the Wheat Ridge Building Code (U.B.C.) and all other applieable WheaiRidge ordinances, for work under this permrt. 7 (OWNER)(CONTRACTOR)SIGN~D-~~DATE Description : _xsviCe ChC\Xne upcjji-UdQ- tv Igtt\s»P Construction Value : J 0100.0 D Permit Fee : Use Tax: Total : 31e pt)ose. I0vJa40V s,m BUILDING DEPARTMENT USE ONLY Approval: Zoning : Approval: _ . Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : (a;2 2- Plumbing License No : Company :C4514 -F4ec,-e,L Company : Expiration Date : Approval : i Pl9n9;Requi0ed,,'-" Expiretion Date : Approval : _3 Ptgns Required ~ Mechanical License No : Company : Expiration Date : Approval : ~ : P~ tz~uln~l~m ~ (1) This permrt was issuetl m accortlance wrth the provislons set torth in yopur apphcation antl is subjecl to the laws of the Slate of Coloratlo anE ro the Zoning RE9u12tI0n5 antl BWItlIOg COOE of Wh23t Ritlge, COIOf3C0 Of any OlhEf apP~icahle OftlinanCE3 of Ih2 Cily. (p) This permit shall exDire d(A) the work aulhonieE is not commencetl within sixry (60) days from issue tlate or (B) the buildin9 authonzed is su5pentle0 or abantlonetl for a penotl of 120 tlays. (3) If thi5 permi[ expires. a new permR may be acquiretl for a fee of one-half the amounl normally required, provitletl no changes have been or will De matle in the origmal plans an0 speufications and any suspension or abandonment has not ezceetleE one (1) year. If chan9es are matle or R suspension or abantlonment e:ceetls one (1) year, full fees shall be paitl for a new pertnit. (4) No work of any manner shall be tlone that will change the natural0ow ot water causing a tlreinage problem. (5) Contractor shall notiry the BuilEing Inspecror twenry-four (24) hours in a0vance for all inspecnons antl shail recerve wrftlen approval on inspeclion cartl before proceeaim9 with successive phases of the job. 16) The issuance of a permrt or the approval of drawings antl specifications snall not be consvuetl to De a permn for, nor an approval of. any viola6on of the provisions ot the bwltling cotles or any other orainance, law, rule or re9ulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION I! DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 wEST 29tn AvENUE BUILDING INSPECTION DIVISION 7-6944 ExT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SiGNED BY ?HE CHIEF BUILDING iNSPECTOR AND RECEIPTED BELOW. , q pLl N FOR MISCELLANEOUS PE IT JOB A DRESS OWNER CITY - ZIP COD° CONTRAC~T P~R~ICsE 14 PERMIT N0. M921F17973 CONTR CTOR~°C{~ 'O ADDRES ADDR SS, PHONE ~ 1 ZIP CODE c~c' PHON ~ UGENSE NU. TVPE GrounE ❑ Wall❑ Proieelin0 Omor. S or D Feu 1 . Tolol SQuare FoN 2. MATERIAL S ILWMINATION Yea❑ No❑ TYCS Elecf PvmitNo. GNS 3 . FROM PROPERTY LINE N_ S_ E_ W Zom_ ApprweO,Zone Inapeeler 4 SET BACK d Disopprwa (SOeti}y which is f ront ) ❑ ❑ ❑ ❑ I. TYPE SolidO Mon Thon 80% ODanO Lgas TAan BO% OMM Hoipht 1 F MATERIAL W Zons_ Apprwed,ZoM ImOectw NCES S E ~ _ _ 3. SET BACK FROM PROPER7Y LINE N_. d Diaapprova i) ❑ ❑ ❑ i f ron t (Specity whieh I. TTHER 2 3, ROPERTY LINES . OR OTHER STRUCTURE, GIViNG DISTANCES FROM P SIGN FENCE , , DRAW SKETCH OR SHOW BELOW, THE (SETBACKS OR PROJECTqNS INCLUDED) I ' REAR PROVERTY UNE ~ i Z J I J Y I I H ~ SPECIFV NORTH a , ~ ¢ i I a ~ I Vi I N I I FRONT PROVERTY UNE ~ STREET NAME I AND PROPERTY LINES; ON IRREGULAR LATS, SHd+V LEAST STREETS ES I , , SHOW DISTANCES FROM THE MAIN BUIIDING T6ADJOINING HWS DISTANCE TO PROPERTY IINES,NOT MAXIMUM OR AVERAGE DISTANCE. TION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT APPLICA NDICATED WORK ONLV UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. I THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE I ATE OF ISSl1ANCE IF WOfiK IS NOT STAfiTED WITHIN TNAT TIME. PERMIT WILL EXPIRE 180 DAYS FROM THE D PLUMBING PERMIT MECHANiCAL PERMIT ELECTRICAL PERMIT I STATE IICENSE N0. STATE LICENSE N0. SM IST 2ND 3RD 4TH ~ EI Sdar Na FLE dl SIZE 8 ILLEGAL FLOOR B ~ %LUMINUM WIRE UNDER T B pRGED A - 1 40, WATER ClASE HOT WATER TEMPORARY METER WASH BOWL - CHANGE SERVICE-AMPS SHOWER OTHER LIGHTIN6 $INK REFRIGERATION SYSTEM GARBAGE DISP HEATING qefri aront GrouO pOWER SU6-GFCUITS WATER HEATER ppunds CAar s UTILITY (RANGE, DISPOSER, ETC ) AUTO. WASHER AUTOMATIC SPRINKLER SYSTEM FIXTURES DISH WASHER ELEVATOR WIRING MOTORS 9 CONTROI.S FIDOR DRAIN SIGNS URINAL TRANSFORMERS 6 RECTFIERS SEWERS ADDITION TO OI.D WORK OTHER MOTORS OVER I MP TOTAL FI%TURES J ~ w p MARKS r NOT VAUD UNLESS~q/pE C.~EIPTEGD O O PERMIT FEE ~#y7I (pq - h co O~ D ~ I hereby ack nowledpe thot this oD I }j USE TAX n u correct and undersfond ihat C nnot stott this prOltlct unfil this oPDli' $ I I 2 ~70 ~J`~b' c / I' tion is opproved. 1 shall oomply witn TOTAL FEE 1 s laws oi the Stote of Colorodo and to t P~D e ZoninQ ReQulations ond BuildinQ AP C ~ de of ihe City of Wl+eat Ridqe. Any SPECTOR,Cify of Wheat Ridqe ili cause GHIEF BUILDW v , olation of the obove terma w CALL 237-8944 EXT. 255 i _ medi revocohon of ~s vermit 24 HOURS IN AOVANCE I T~..FOR INSPECTIONS ' Dafe Issued - M oficanf ' ia mu.. . ' r