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HomeMy WebLinkAbout4350 Gray Street(:): d t?G3T�o -E - INSPECTION RECORD INSPECTI N ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy -/Type 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 Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing Sewer Service Mid -Roof Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof �,C4 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 — riease ne 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 d City of Wheat Ridge Residential Roofing PERMIT - 201703930 PERMIT NO: 201703930 ISSUED: 07/13/2017 JOB ADDRESS: 4350 Gray ST EXPIRES: 07/13/2018 JOB DESCRIPTION: Residential Re -roof to install GAF•Timberline HD asphalt shingles with 13 sq. *** CONTACTS *** OWNER (720)202-5124 LITCHFIELD TERI L SUB (303)421-7663 Stephen W. Simpkin 120242 All Around Roofing & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Total Valuation 0.00 Use Tax 105.00 Permit Fee 125.05 ** TOTAL ** 230.05 *** 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 minimumlof 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request n inspection b fo a MIDNIGHT (11:59 PM) to receive an inspection the following business PERMITADDRESS: JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers - f— 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit - f— 202 Sewer Underground Int. 203 Sewer Underground Ext. ,204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initia s Comments 301 Rough Framing - f— 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential �� ✓% 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential r� ✓�% 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT' �! �G� �Z`7(.�ADDRESS:- JOB CODE: Jl,/"% Rough Inspection (continued) Date Inspector is Initials Comments 316 Rough Mechanical Residential f ,��r 317 Rough Mechanical Commercial _ 318 Boiler / Furnace 319 Hot wa,er tank 9 + 320 Drywall screw and Nail Z7- _ 321 Moisture board / shower walls + "� 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential _ 404 Final Electrical Commercial 405 Final Mechanical Residential 9 + 406 Final Mechanical Commercial 407 Final Plumbing Residential + "� 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door � 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. '`For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*'`* 415 Public Works Final" 416 Storm Water Mgrnt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: P.11 items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. A i CITY OF WHEAT RIDGE �1(30Building Inspection Division 3) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE `-/..) _t0 6 fo- V 0/7z9 P` 0 e --)u ❑ No one available for inspection: Time G -c)LA Re -Inspection required: Yes No� When corrections have been made, call for re -inspection at 303-234-5933 Date:4 / % Inspector: 3e4 [,i/kr -- 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: ,/S� /�� Job Address: (~} 4;W S Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes/'No When corrections have been made, call for re -inspection at 303-234-5933 Date: �d�'� l% Inspector: DO NOT NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201708440 PERMIT NO: 201708440 ISSUED: 11/03/2017 JOB ADDRESS: 4350 Gray ST EXPIRES: 11/03/2018 JOB DESCRIPTION: Permit for a remodel including: adding bathroom to master bedroom, Adding A/C, Kitchen remodel, framing in doorway to enclosed patio to relocate fridge, *** CONTACTS *** OWNER (720)202-5124 LITCHFIELD TERI L SUB (720)620-0281 Russell VoeGtlin 170650 Rooterguy LLC SUB (720)620-7556 Tracy Edwards 021509 ROCKY MOUNTAIN AIR SYSTEMS SUB (303)881-7640 Marcelino Escalante 170652 Tri Construction Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,910.00 FEES Total Valuation 0.00 Plan Review Fee 246.12 Use Tax 439.11 Permit Fee 378.65 ** TOTAL ** 1,063.88 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. w City of Wheat Ridge Residential Remodel PERMIT - 201708440 PERMIT NO: 201708440 ISSUED: 11/03/2017 JOB ADDRESS: 4350 Gray ST EXPIRES: 11/03/2018 JOB DESCRIPTION: Permit for a remodel including: adding bathroom to master bedroom, Adding A/C, Kitchen remodel, framing in doorway to enclosed patio to relocate fridge. I, by.my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications. applicabb�e building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that ,all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. s Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief But Official and may be subject to a fee equal to one-half of the original ppermit 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 an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cods pr. any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 1 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 j�dge MUNITY DEVELOPMENT Building &Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: Plan/Permit # -Zo tic) �'d LA 0 Plan Review Fee: Email: permitsCcD_ci.wheatridqe.co.us ci, qC) Building Permit Application 1DY36 f ?s, *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: `}" �/ Z_ PropertyOwner (please print) :�G>� �� Phc Property Owner Email: % c . m Mailing Address: (if different than property address) Address: � � � GCS, /e of City, State, Zip: C-�-fT - l P 1JCt_y1 �__i Architect/Engineer E-mail: Phone: -7b3 77 3 Contractors City License #:..1941/ fi�.�i Phone: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # �c�1�6" bL lL�S /'meg' ��Z Plumbing: 1 Mechanical: W.R. City License # w W.R. City Lice # G L4 Other City Licensed Sub: 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.) ECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT LECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) / / j� !/jG`%j�'r�1 �% %��f � �/'-- ��2�YD t?i:. �!^ d"i `��` / ` �'I'' G- b-", `° A) d, ew Gate t'1 �%`fI'y d - 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) 7-,,0001 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building penmit application, warrant the truthfulness of the in rovided on the application. CIRCLE ON (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name : �G / �` -7 '6�ATE: t `/ ZONING COMMMENTS: Reviewer: BUILDING D RTMENT COMMENTS: Reviewer: p )G7 L I l l DEPARTMENT USE ONLY i OCCUPANCY CLASSIFICATION: Building Division Valuation: $ � f U . 00 al F' City of wheat P*Nj d COMMUNITY DEVELOPMENT g Owner for Trade$pecific e r' i ermit THIS IS TO Cr Y that I, the proper/he signature; attest that I currently reside at the project pro y, or intend to rroperty fo'r a period of one year after completion of the project, a ` am personallall work, without the assistance of hired or professional workers, f hiring su, list,#hem on the permit. Consultations and inspections wil ly be pt e homeowner of record present at the project property. w am the owner and live in the proj t%jo/ ��m the owner and do not liv n the pperty. Property Owner(s): i Project Propert . Ziz. No ✓arized signature of App[1 ant TAMARA DODEAN NOTARY PUBLIC State of Colorado } STATE OF COLORADO NOTARY ID 20164015481 County of p,r \ } ss MY COMMISSION EXPIRES APRIL 22, 2020 Th foregostrum`ent was acknowledged by me this )��day of OLku- --e1My Commission Expires_/20_ Public by tit Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2. 1) i Combustible insulation shall be separated a minimum of 3 -inches from fan motors and heat -producing devices. Insulation shields must be provided where vents pass thorough insulated assemblies and must terminate at least 2 -inches above attic insulation materials. Can lights must be airtight if located in the building envelope. Wallboard Requirements Wallboard Requirements 6.� The garage shall be separated from the residence and its attic by materials of not less than %2 -inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8 -inch Type X gypsum board. Openings between the garage and residence shall be equipped with solid wood doors not less than 1 -inch in thickness, solid or honeycomb core steel doors not less than 1 -inch thick, or 20 -minute fire -rated doors. Openings are prohibited between garages and rooms used for sleeping. Doors between attached garages and living space shall be weather stripped to the degree necessary to make them airtight and shall be self-closing and self -latching. (R302.5.1) 69 Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with %2 -inch gypsum board (IRC R302.7). 70 Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, C1178, or C1178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) _G Dail spacing for gypsum board J./2 Ceiling 16oc 7" nails 12" Type S screws, 1/2waV spacing 24"oc 8"nails, 12 "screws. 5/8 ceiMg 16oc 7" nails 12"type S screws 5/8 wall 24oc 8"nails 12" type S screws. 0 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, Cl 178 or C1278. All cuts and exposed edges shall be sealed. (IRC R702.3.8) Final Inspection Requirements 7 _� Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. 4" high, with a minimum stroke of 1/2" (IRC 319) - ./ All dwellings shall have a controlled method of water dispersal from roofs that will collect and discharge all roof drainage at least 5 -feet from the foundation. Clutters, downspouts, downspout extensions shall be deemed adequate to meet these requirements. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 -inches within the first 10 -feet. (IRC R401.3 and 8801.3) Bill Myers Plans examiner/ Combination Inspector 7500 W. 29n Ave Wheat Ridge, Co 80033-8001 303-235-2878 r E 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) F'/ Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord -connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans shall not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC E4003.9, E4002.8, E4002.9,E4002.10, E4003.9, E4003. I0,E4003.11) Plumbing 5t, DNW 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 . t ) 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. >1, Air test shall maintain 51bs of pressure for 15 minutes. 54 Piping merit 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) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a minimum of 2 - inches to a maximum of 9 -inches above the top of the drain. (IRC 8307, P2708, P2709) 6 iThe centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub. Toilets, bidets, and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories require a 4 -inch clearance to wall or to a toilet. (IRC P2705) 0Showers and tub/shower combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per ASSE 1016 or CSAB 125.1. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 1200. (IRC P2708.3,P2713.3) 63 Shower doors shall have safety glazing, hinged shower door shall open outward (R308.4.5, P2708.1) 64 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. (IRCP2902.2, Table P2902.3, P2717) Insulation M v jf cL vL" c K RWQutY,) 51 "� i'S R-20 Walls (anew construction) R-49 Ceiling R-19 Crawlspace Windows .32 Floor R-30 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 N 1102.4.5) 4'1 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. U. At least one receptacle shall be installed in a bathroom within 36-inches of each basin. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. C. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within 25-feet of the equipment. IJ Hallways 10-feet or more in length.(E3 90 1. 1) k 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) tl 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 Eft. 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) I 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) s '� At least one wall switch-controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (1 Oft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch operated light. (IRC E3903) K fi Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit.(R314.5) Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; P Outside each sleeping area in the immediate vicinity of the bedrooms; and �' One on each additional story including basements. 1�,.! 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 8315) Clothes closet lighting shall be limited to surface-mounted or recessed incandescent fixtures with completely enclosed lamps, and surface-mounted or recessed fluorescent fixtures. Recessed fluorescent fixtures shall have a minimum 6-inch clearance to the nearest point of storage. 3e Dryer vents must be rigid metallic, independent of all other systems, shall terminate outside the building, be equipped with a back draft damper, and sized and terminated per the manufacturer. The maximum length of the exhaust duct shall be 25 -feet (Unless approved under the manufacturer's listing) from the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with (IRC Table M1502.4.4.1) Flexible transition ducts are limited to 8 -feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) `1 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, M 1401.1,M1902.2) -48 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) �9 Gas and solid fuel appliances located in a garage and hazardous locations shall be elevated so the source of ignition is at least 18 -inches above the floor. Rooms and spaces that are communicate directly with the garage and are not part of the living space shall be considered as part of the garage. Appliances located in garages must be installed at least 6 -feet above the floor or protected from motor vehicle impact. (IRC G2408.2, G2408.3) 46 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M 1701.1, G2407.1) Air for combustion, .ventilation and dilution of flue gases for appliances installed in buildings shall be provided with the requirement of (G2407.6 through G2407 .9).One opening shall be 12" below the ceiling and one opening shall be 12 " above the floor. 4, 61 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. (ERC G2406.2) 4� Gas logs installed in solid fuel burning fireplaces shall be tested in accordance with ANSI Z21.60 and installed per the manufacturers installation instructions. Gas logs installed in bedrooms must be direct vent or provided with an approved source of outside combustion air. The approved gas log set must be installed in the Solid -fuel burning appliances at the final inspection. (IRC G2406, G2432, and G243 4' � B, BW, and L vents and factory -built chimneys must be provided with a clearance to combustibles per them a manufacturer's listing. Where vents pass through insulated assemblies, they must be provided with an insulation shield. A clearance of 9 -inches is required between single wall vent connectors and combustibles. Gas vents must penetrate through the roof flashing, jack or thimble and terminate in a Chimneys listed cap or per the manufacturers listing. (Decorative shrouds installed at terminations shall be listed and installed per the manufacturer. (IRC G2425, G2426, G2427) Electrical Requirements All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (UFER), water piping, ground rings, grounding rods, and plate electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connected in an approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) 4� All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. >9 Trusses must be designed and fabricated in accordance with ANSI/TPI 1. A licensed professional shall prepare the truss design. Trusses must be legibly marked within 2 -feet of the center to identify the manufacturer, the design load, and the spacing. Truss engineering and layout must be provided at the site at the rough framing inspection. (IRC 8502.11 and 8802.10) );4 Roofing material Wood roofs in the plain areas are limited to minimum Class "B" roof coverings. Shingle installation shall meet the manufacturer's high -wind installation procedures in areas where wind load is greater than 105 mph (V3S). Chapter 9, R301.2.1, R325, and manufacturer's listing -M, All habitable rooms shall be provided with aggregate glazing area for natural light of not less than 8% of the floor area of such rooms. The glazed areas need not be installed in rooms where section M1507 is satisfied and artificial light is provided at an average of 6 foot candles at a height of 30 inches. 11 Safety glazing shall be installed in the following hazardous locations and be permanently labeled as safety or tempered glazing: glazing panels in doors; glazing enclosing spas, bathtubs or showers; glazing panels adjacent and within 24 -inches of the edge of a door; glazing panels greater than 9 square feet within 18 -inches of the floor; glazing used for railings; glazing used for barriers for swimming pools and spas; and glazing enclosing stairways, landings, and ramps within 36 -inches horizontally of a walking surface. (R308.4 through 308.4.7). x Skylights must be: (IRC 8308.6 ) = A. laminated glass (with restrictions). B. fully tempered glass (with retaining screen). C. heat -strengthened glass (with retaining screen). D. wired glass (with retaining screen in multiple glazing condition only). E. approved rigid plastic. F. Skylight U -factor required U-0.45. Skylights installed on roofs flatter than 3 units vertical to 12 units horizontal must be mounted on a curb4-inches above the roof. Heating and Ventilation Requirements .5 Crawl spaces shall be provided with conditioned air in compliance with Section N1102.2.10. Crawl space walls shall be insulated. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finish grade level and then vertically and/or horizontally for a least an additional 24 -inches. Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder with a minimum thickness of 10 -mil. All joints of the vapor retarder shall overlap by 6 -inches and be sealed and taped. The edges of the vapor retarder shall extend at least 6 -inches up the stem wall and shall be attached to the stem wall. N1102.2.9.2.2 Ventilated crawlspaces. Ventilated crawlspaces shall be provided with insulation. (IRC 8303.1,) Habitable rooms must be provided with outdoor openings for ventilation equal to at least 4% of the floor area and shall have heating facilities capable of maintaining 68° at 3 -feet above the floor and 2 -feet from exterior walls. R. The windows need not be openable in a room where an opening is not required to be an egress window and a mechanical ventilation system is capable of producing 0.35 air change per hour in that room, or a whole house mechanical ventilation system provides 15 cubic feet of outdoor air per minute. �, £; Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where windows of at least 3 square feet are not provided. The mechanical ventilation must be capable of providing an exhaust capacity of 50 cfin intermittent or 20 cfin continuous exhaust. (IRC 8303.3, M1507.4) 19 There shall be a floor or landing on each side of each exterior door, The landing must be no lower than 73/ - inches below the top of the threshold of the door provided the door does not swing over the landing. (IRC R311.3) 20 Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of U/2 -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8) 21 Handrail Grip Size Shall Be: A. Circular Handrails: 1'/ -inch to 2 -inches perimeter. B. Non -Circular: 4 -inches to 6'/o -inches perimeter with a maximum cross section of 2'/ -inches. C. Perimeter Dimension Greater than 6'/ -inches: shall have a finger recess on both sides. 22 Guards must be provided for porches, screened porches, balconies, fixed seating and raised floor surfaces more than 30 -inches above the floor or grade below. Guards must have a minimum height of 36 -inches. Open sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have guards not less than 34 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (R312)Window fall protection must be provided for window openings less than 24 inches above the finished floor and more than 72 inches above grade or surface below. (R312.2) 23 Ceiling heights for habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms, and basements shall be a minimum of 7 -feet measured from the finished floor to the lowest ojection of the ceiling. Non -habitable basements may have a ceiling height of 6 -feet, 8 -inches with clearance below beams and ducts of 6 -feet, 4 - inches. Bathroom may have a ceiling height of 6 -feet, 8 -inches at the fixture front clearance area and over the fixture. (IRC R305.1) 24 Attic access must be provided for attics that exceed 30 square feet and that have a vertical height of 30 -inches or greater. The access must be located in a hall or readily accessible location with a minimum 22 -inches x 30 - inches access opening. The access must provide a minimum of 30 -inches headroom. (IRC R807) 25 Enclosed attic and rafter spaces must have cross ventilation for each space through screened openings. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. The area may be reduced to 1 to 300 if 50-80% is provided by ventilators located in the upper portion of the space or if a vapor barrier not exceeding 1 perm is installed on the warm side of the ceiling. At least a 1 -inch space is required between the roof sheathing and the insulation at the location of the vent. (IRC R806) 26 Rafters must be framed to a minimum 1 -inch nominal ridge board that is not less than the depth of the cut end of the rafter or to each other using a gusset plate. Hip, and valley rafters shall be a minimum of 2 -inches and not less in depth than the cut end of the rafter. Hip and valley rafter shall be supported at the ridge by a brace to a bearing partition or be designed. (IRC R802.3) 27 Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5:1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ration exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging or a continuous 1 -inch by 3 -inch wood strip nailed across the rafters. (IRC R802.8) Roof trusses or rafters must be attached to supporting walls with approved hurricane clips. Trusses must be braced to prevent rotation and to provide lateral stability in accordance with the construction documents and the individual truss design drawings. (IRC R502.11.2, R802.11) Rough Framing and Wood Requirements 1 E The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. I ) Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA UI: (IRC R317) A. Wood joists closer than 18 -inches and wood girders closer than 12 -inches to grade located within foundation periphery. B. Wood framing members that rest on concrete or masonry foundation walls and are less than 8 -inches from the exposed ground. C. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. D. Wood girders entering concrete or masonry walls with a clearance less than %i -inch. E. Wood siding, sheathing, and wall framing less than 6 -inches above the ground. F. Wood members supporting moisture -permeable floors or roofs that are exposed to the weather. G. Wood furring strips or wood members attached directly to the interior of below grade exterior masonry or concrete walls. H. Wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure -preservative -treated wood. ', Accessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the floor or 16 -inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (IRC R408.4 and M1305.1.4) t4 Basements greater than 200 square feet and every sleeping room shall have at least one operable emergency and rescue opening or a door to the exterior. 1 � Emergency escape and rescue openings shall meet the following requirements: A minimum clear width of 20 -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet for grade level windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R3 10) [ Q� Columns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC R301.2.1, R407.3) 7 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. 13. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. `. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. U. 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. 19 At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC 8311, 8311.2) City of y , t o OM4MUN1TY DEvuopmENT City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 All work is subject to Field Inspection and must comply with the 2012 IRC,2012 IPC, 2012 IMC and the 2014 NEC 3 Burial depth requirements: Electrical - direct burial conductors shall be a minimum of 24 -inches deep, non-metallic conduit 18 -inches deep or 24 -inches under driveways. (IRC Table E3803.1) Water Lines - shall be a minimum of 36 -inches deep. (IRC P2603.6) Gas Service Piping - installed a minimum of 12 -inches below grade or 8 -inches below grade where serving individual outside appliances. An 18 AWG yellow insulated tracer wire must be installed adjacent to underground nonmetallic gas piping and terminate above grade at each end. (IRC G2415.1.2 and G2415.17.3) Underground plumbing pipe shall have a solid and continuous load-bearing support. Piping cannot bear on rocks. Pipes passing under a footing or through foundation wall shall be provided with a relieving arch or a sleeve. Trenches parallel to footing shall not extend below the 45° plane of the edge of the footing. Water piping must be buried a minimum 36 -inches deep. Water service pipe may be installed in the same trench as the building sewer provided the sewer pipe material is listed for underground use within the building or the water service pipe is separated from the sewer by a minimum distance of 5 -feet horizontally or elevated at least 12 - inches above and to one side of the sewer line. Frost depth to the bottom of the foundation footings must be as noted on the engineered plans. If not noted, the frost depth to the bottom of the footings must be a minimum of 36 -inches below finished grade. (IRC TableR301.2.1) 5 Caisson and helical pier foundations will not be inspected by the city of Wheatridge. A qualified, Colorado - licensed engineer must perform the placement, drilling, and reinforcement of drilled piers. A signed, sealed and dated inspection report must be provided to Building Inspection Services prior to the rough inspections. (R110.5.2.3) 7 A perimeter drain system that discharges to an approved drainage system is required around all foundations that enclose usable spaces below grade. Foundations that retain earth and enclose interior spaces below grade must be damp proofed. (IRC R405. 1,R401.2.14) 8 Slabs below grade must maintain a minimum of 6 -inches above the design water table. The interior finished crawl space grade must be a minimum of 36 -inches above the design water table. (R401.2.1.3and R401.2.1.5) ') Garage floor surfaces must be approved noncombustible materials. Floors must be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) s 0 Foundation plates and sills must be bolted to the foundation wall as prescribed on the engineered plans. If not noted, bolts shall have a minimum diameter of %2 -inch, embedded at least 7 -inches and spaced not more than 6 -feet apart. A minimum of 2 bolts are required per plate section, with one bolt located within 12 -inches of each end of each plate. (IRC R403.1.6) w%w.cl.wh eatr€d8e.ca.0 s 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 4/ )6yeo I`fecA Job Address: 4�6) 6�LA ,! S Permit Number: 227259 (;-yqO ❑ No one available for inspection: Time /1. --)U V/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: /I *l 7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3&/ J& k -k cf — Job Address: U Permit Number: D01-7'CMO ❑ No one available for inspection: Time SAM/PM Re -Inspection required: Yes I/No ) �- When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: DO NOT REMOVE THIS NOTICE I* � A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: d Permit Number: ❑ No one available for inspection: TimePM Re -Inspection required: �2 When corrections have been made, call for re -inspection /a/t 3003-234-5933 Date: ll ',2l` / Inspector: r elj, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 569 � Y Sf— Permit Number: C,D/7D� D ❑ No one available for inspection: Time' AM PMS Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -/'/i'/7 Inspector: orf -- DO NOT REMOVE THIS NOTICE d✓� A x= ,� S 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"4 /,C/ Job Address: 3 y Permit Number:71)F`y Q U No one available for inspection: Time MiRW �Re -Inspection required: Yes 02, When corrections have been made, call for e -inspection at 303- 4-5 33 Datel/ 4 p / f Inspector: G / JL4- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30V 9,0_ A Job Address: 6) Ta Permit Number: 70/7011 L`10 ❑ No one available for inspection: Time JC> AMl/ Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date://///* % 7 Inspector: 3ewcIZ4-� — 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 L3/ Job Address: q3 Permit Number: D[ ❑ No one available for inspection: Time /L° AKPPW Re -Inspection required: (YeNo When corrections have been made, call for re -inspection at 303-234-5933 Date://4 - /% Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE uilding Inspection Division (303) 234-5933 Inspection I (303) 235-2855 Office • (303) 237-89ine Fax y V INSPECTION NOTICE Inspection Type: O Job Address: Permit Number: �Q s ❑ No one available for inspection: Time ,E- -- , � --',SAN/PINI Re -Inspection required: Yesee �NOWhen corrections have been made Datef call for re -inspection at 303- : ,'�(� . / / Inspector: 90 NOT REMO "Fr THIS NOT/CE 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: zt-�, Z P Job Address: j SU 6 r" i Permit Number: �zo/ 1� o - 30 P V D V kD-- ❑ No one available for inspection: Time �~ - AM Re -Inspection required: Yes No When corrections have been made, call for; Date: Inspectorre-i-inspection at 303-234-5 — 933 f ' ,Y : DO NOT REMOVE THIS NOTICE I 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: 1� 0 Job Address: '13 SO (r-QA`i T' Permit Number: zo 1 "') Q :�e9 ❑ No one available for inspectio . Time AM/PM Re -Inspection required: YeNo When corrections hav e been made, ca for re -inspection at 303-234-5933 Date: VA7— t DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201703930 PERMIT NO: 201703930 ISSUED: 07/13/2017 JOB ADDRESS: 4350 Gray ST EXPIRES: 07/13/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline HD asphalt shingles with 13 sq. *** CONTACTS *** OWNER (720)202-5124 LITCHFIELD TERI L SUB (303)421-7663 Stephen W. Simpkin 120242 All Around Roofing & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Total Valuation 0.00 Use Tax 105.00+ Permit Fee 125.05 ** TOTAL ** 230.05 *** 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703930 PERMIT NO: 201703930 ISSUED: 07/13/2017 JOB ADDRESS: 4350 Gray ST EXPIRES: 07/13/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline HD asphalt shingles with 13 sq. 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 her attest that I am legally authorized to include all entities named withi this document as parties to the work to be performed a t t Il work to b perfo d is disclosed in this document and/ r its' acc panying approved plans and specifications. R Signature o OWNER or CONTRACTOR (Circle one) Dat 1. This permit was issued based on the information provided in the permi D/at accompanying plans and specifications and is subject to the compliance with those documents, and all applicable sta utens, ordinances, regulations, po Flans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 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 applicabl r any ordina'n'c"je°o�r regulati of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett �1 � 0 3 From: no-reply@ci.wheatridge.co.us Sent: Monday, July 3, 2017 10:38 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application 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 4350 Gray St Property Owner Name Teri Litchfield & Andrew Powers Property Owner Phone (720) 202-5124 Number Property Owner Email frontdesk@allaroundroofing.net Address $ D-30. 0$5- Do you have a signed No contract to reroof this property? It will need to be provided at the time of permit pick-up. Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number All Around Roofing & Exteriors Afv-� � ;) 0 ") 4-�D_ 3034217663 Contractor Email Address frontdesk@al[aroundroofing.net Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: How many squares of the material selected above? Does any portion of the property include a flat roof? frontdesk@allaroundroofing.net No V GAF Timberline HD Asphalt n/a 13 No t If yes, how many squares 0 on the flat roof? TOTALS SQUARES of all 1 Q 3 roofing material for this project Provide additional detail Remove/replace solar panels on house; Remove and replace here on the description of laminate shingles on House and attached garage z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 5000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that 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 Aja Hernandez Email not displaying correctly? View it in your browser. 3 diln 5665 Gray St Unit A _PREFERRED M—P "I I, *­- Q` Arvada, CO 80002 rAiun—,. -• --- 303 -421 -ROOF (7663) www.allaroundroofing.com F: 303-433-1017 L Property Owner: i_�iiAxe_VJ PO Email: Date: - to 112 / Q Phone t Street 143sn C �_S� City W1�w� 2: State- 113— �Zip:ro�CQ=k,2- We propose to furnish all materials and labor completed in accordance with the specifications below for the sum of: insurance claims. With your approval, All Around Roofing and Exteriors Inc. (hereafter the "Company"), will perform the repairs or replacements specified by (A) you; or (B) by your insurance company for insurance approved proceeds only and with no additional costs to you except for your deductible and any upgrades or additional work authorized by you that are not part of your insurance claim. Supplemental claims billed by Company on behalf of the Property Owner (hereafter "Owner"), and are approved by your insurance company for additional work or increases in costs, in addition to this contract, are a part of this contract as if contained herein. ($� 9'�' fi S� oD1�,5 Shingle Manufacturer: 6 t'7F Year: � 7Color:.5 c'-,CeW as C.. Initials: QDRemove layers of asphalt shingles and/or wood shingles. '5P Install New Felt Synthetic. l2Plnstall pre -painted Drip Edge to code ❑ White 9PBeige ❑ Brown ❑ Light Gray ❑ Charcoal ❑ Forrest Green ❑ Initials _ % Install New Decking. `0 Valley(s) will be ❑ Closed ❑ Open I0 Ridge(s) to be color coordinated. Ridge(s) will be "High Profile Ridge" color coordinated shingles. Install new Pipe Jacks. Replace vents as needed. PPRe-flash chimneys and wall abutment as needed and if possible (stucco or siding may be a deterrent.) ❑ Install linear feet of series ridge vent. ❑ Install linear feet of Ice & Water Shield to code. Install --(__nails per shingle. foInstall.(.e and Water Shield around all penetrations and in valleys r. -0 Clean out gutters. IQ 5 Year Warranty on Workmanship only. The Company will provide general liability insurance coverage of at least $2,000,000. 1� Make a magnetic sweep of driveway and yard for removal of any nails & Remove all debris resulting from work above. I)b Special instructions: 4- CeCf_A: C,,tAC�.T Oay dS i�"yvfuagV\ gp `wi e ; . 12PInsurance Company: S6& t"CII V\ Claim �- Q=\ Policy #: 0(0 r tyV� OA ❑ Cash Estimate $ ❑ Golden Pledge Warranty $ THE SCOPE OF ROOFING SERVICES AND MATERIALS TO BE PROVIDED: Knbo Caf S_ CYY��� f Approximate Dates of Service: -71 13 10 `? (Subject to change with possible shortages in materials and weather delays.) The approximate costs of services based on damages known at this time are entered as: The Company, however, will perform the scope of the work approved by the insurance company' for the amount of the insurance approved proceeds, with no additional costs to you other than you deductible. The final scope and price agreed on between the insurance company and Company shall become the final contract price for the insurance approved scope. You will be responsible to pay for any upgrades or any additional work authorized by you that the insurance company determines is not covered within the scope of coverage provided by your insurance policy.. . THE COMPANY SHALL HOLD IN TRUST ANY PAYMENT FROM THE PROPERTY OWNER UNTIL THE COMPANY HAS DELA/ERED ROOFING MATERIALS AT THE RESIDENTIAL PROPERTY SITE OR HAS PERFORMED A MAJORITY OF THE ROOFING WORK ON THE RESIDENTIAL PROPERTY. AMOUNT- $ 3298 ..� Date: (,g I A I I _31' Senior Project Manager Initials: I (We) also authorize any legal representative and or agent of The Company to obtain information necessary to complete any funding process relative to claim number and referred above. I (We) further authorize The Company to pick up in person any loss drafts or checks on both my (our) behalf The Company. Date of Acceptance: Owner's Signature(s): Representative: A ROOFING CONTRACTOR THAT PERFORMS ROOFING WORK, THE PAYMENT FOR WHICH WILL BE MADE FROM THE PROCEEDS OF A PROPERTY AND CASUALTY INSURANCE POLICY ISSUED PURSUANT TO PART 1 OF ARTICLE 4 OF TITLE 10, C.RS., SHALL NOTADVERTISE OR PROMISE TO PAY, WAIVE, OR REBATE ALL OR PART OF ANY INSURANCE DEDUCTIBLE APPLICABLE TO THE CLAIM FOR PAYMENT FOR ROOFING WORK ON THE COVERED RESIDENTIAL PROPERTY. i' ,�. �; ,��u����n��,� « «c¥ 2£ » \� \ \ ^� \ \ \rr: :,., « , a \ ( \\ \ : :. \ \: , . » «2»9f2«� ¥+ «# \ \� ~ . .\ \ \� � \: / ©� \, � . \{ » » ` � \ /� \\ \:5� � — \�� w«v» «> . : ��, \11� � #. \.\ \�^ ^ . .. w . �\ «2 » # » «y< »/6 r but this is not structural. t L4 1 ; t tt��n l t I 1�e4 t1 1 t ' M lkrw lea x ai tt t 1 un t Y °t``t tii� 1 Qe114 t � K� t it1 H tt t S t t k t 1 1 4 All three columns are plumb with no sign° t�l t m d lea x ai tt t it1 In . . ...: . .:* ., e , 00 � \� \� \ \ \ \\ \ \/\ : .: �: .. � . . ..� .P . . . E .... y . . . : . \� .� ..� ...... \ � . / /\ \.. . \.� :� /. .. . \. \.. . .. .. . \ \ ��« � '� \\ / L . \ \ y \� > $ RE Ka . . d 2 ? © < ©a » 2 Ta.< d � ° <e »RA 4350 W P RRA 2- WH R CO 80212 d :;S6« <© L !LCANDv ;< y ° -° :w.� POWER-ONE # AURORA -° <■ OUTD : .. PITCH. 27 ARRAY PITCH: 27 MP1 AZIMUTH: 90 ARRAY AZIMUTH: MATERIAL: Comp Shingle STORY: 1 Story PITCH. 18 ARRAY PITCH: 18 �. MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 2 Stories D 1' Sale: 1/8" = 1' w �. D 1' 8' 1' immam COR TMED %14L N OT BE USED FO THE LITCF FWIELD, TERI L. LITCHFIELD RESIDENCE Katie P sce BMT NOR SHA IT BE OMMOSED IN WOLE OR �N O F MYW EX SMM WC.. mom MW Cam Mac�nt Type C CRAY ST 3.57 P� ARRAY ° W HEAT RIDGE, CO 80212 W zAt� . EX N MWECT104 Nei SALE AW USE ar THE RESPECIVE 14 CANADIAN SOLAR # C 6P-25 PX tY T, WiN 1r%!T VA PEFUS" OF INQ POWER—ONE j AURORA P\f -3.0 - t)UTD— S— US --Z —A 7752251 689 PAS S TE PLAN PV 2 0 E CA t:( ) 638-1028 F.-(650) 5/15/2014 ( )- -OTY (765-240) ay 41 CITY OF WHEAT R I D GE • ection Division • Inspectio 03) 235� INS Ins • • Add Pe * oat i OF WHEAT RIDGE If( CITY M • ♦ a ! • i " a. e i : M - / 237-8929 Fax chid >> Solar City Complete plete all information on BOTH sues of this form (Check all that apply) Rount Ot MaTenats to: t* U$001 etc.) Installation of a grid-tied PV system, em, .0 h mounted to roof. 3.06 KW Sq. FULF Btu's Galton$ Pa Squares Other May 5, 2014 Project/Job # 8021764 R6; COVER LETTER Project: Utchfield Residence 350 Gray St Wheat Ridge, CO 80212 Design Criteria: A\ "a SolarCity May 5, 2014 Project/Job # 8021764 R6; COVER LETTER Project: Utchfield Residence 350 Gray St Wheat Ridge, CO 80212 Design Criteria: "Mm" c4l� 43so Gray st� wheat Pjd9e, co 8cim Latitude. 39.775762, Longitude: -105.061143, Exposure Category. C r � r i 9 1 w » w i i PROJECT Load Type Distribution Pat- Location [ft] magnitude Unit tern Start End Start End 1.1.4 DL Dead Full Area No 7.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24,0)* psf PV DL Dead Full Area No 3.00 (24.0 * psf Self -area ht Dead Full TJDL No 1.7 if *Tributary Width (in) 01 V-2" M Unfactored: Dead 1.1.4 187 3 Snow 284 469 53 Factored: Uplift 36 Total 399 656 56 Bearing: FItheta. 495 495 495 Capacity Joist 650 694 371 Supports 586 656 586 Anal/DeS Joist 0,61 0.95 6.15 Support O.68 1.00 0.10 Load comb #5 #8 #7 Length 0.50* 0.56 0.50* Min re 'd 0.34** O 56** 0.50* Cb 1.75 1.67 1,00 Cb min 1.75 1.67 1.00 Cb support 1,25 1.25 1.25 For) SUD 625 625 625 MPI Lumber-soft, S. -F, No.I1No.2,2x6 (1-1/2"x5-1/2") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 14'-3,9"; Pitch: 6112; Lateral support. top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Analysis vs. Allowa • and Deflection is NDS 20 Criter aI ass Value �? i n Value al L. /T7e i n Shear v =, 60 ' = 1.55 v /Fv �.� O, 38 en ing( +) = 72.2 b' 1504 fb/Fbl 0.4"7 Bending(-) b = Z Fb W 1200 b/ ^ ' = 0. 69 L i v e - = /3 = ICJ Y De1..In e .4 + 5.4 .P,. it ,4. ,L ' n. p 0.077 ••. 4,t e 1 V ° ° q L 1,3 / .i,. cJ , 0 , 13 V > .4. ^^ ,/ ,f V X 0.54 0 . Load Type Distribution Pat- Location [ft) Magnitude Unit 99 tern Start End Start End DL Dead Full Area 7.00 (24.(7)* psf SL Snow Full Area Total 382 30.00 (24.0)* psf P Dead Full Area 3.00 (24.0) * usf 0. 9'4.4" Unfactored: Dead 99 99 now 283 283 Factored: - - Total 382 382 Bearing: FItheta 457 457 Capacity Joist 382 382 Supports 652 652 Anal/Des Joist 1.00 1.00 Support 0.59 0.59 Load comb #2 #2 Length 0.56 0.56 Min req'd 0.56 0.56 Cb 100 100 Cb min 1,00 1,00 Cb support 1,25 1.25 FS2_sup 625 625 MP2 Lumber-soft, S-P-F, No.I/No.2,2x6 (1-1/2"x5-112") Supports- All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length.- 10'49"; Pitch: 4/12; Lateral support: top= full, bottom= at supports-, Repetitive factor. applied where permitted (refer to online help); W E Vlo•• WorksO Sizer SOFTWARE FOR WOOD DESIGN 1, W= Criterion Ana FACTORS: F/E(psi)CD CM Ct CL CF Anal rsis/Des�in Shear fV = 59 Fvl = 155 0. fff 38 Benda rag (+) fb = 1412 Fb' = 1504 fb/Fb = 0.94 Live Deflln 0.40 = L/298 0.49 = L/240 0.80 Total Deflin 1 0.54 = L/220 0.66 = L/180 0.82 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF cfu Cr Cfrt Ci Cn LC# Fv 135 1.15 1.00 1.00 - - - - 1.00 1.00 1,00 2 Fbl+ 875 1.15 1.00 1.00 1.000 1�300 1.00 1.15 1.00 1.00 - 2 Fcpl 425 - 1.00 1.00 - .. - - 1.00 ,.k.. 00 E; 2-4 million 1,00 1.00 - - 1.00 1.00 - 2 Ernin 0.51 million 1.00 1.00 - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 360, V desi n = 325 lbs Bend ing(+): LC #2 = D+S, M = 890 lb -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc= concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S12, X=L+S or L+Lr, - =no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection; EI 29e06 lb - n2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1,00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle FItheta calculated for each support as per NDS 3.10.3 Design Notes: 1, WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4, 1. 4. SLOPED BEAMS: level bearing is required for all sloped beams, ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES ■ � � � � t. r w R � ■ • � 1R .e et MIN dr t* f�,T 11n ` i t • 1 � 3 M ., a. � i x M N �i # `� `..� ';. ��`� 5 a .t.t <rt �... #y IW!' M1 R �* M �. 1 ` * d '� a t... * yy y dR # R • d ■�'�, y. {� � lA LF •... f f R:yy � �+y �y. R IF IR M �! Y rYY. Wr • ! . VICINITY MAP .g �• at' nom. txr ` a t`x . tb .}y `• �%.'r`� m a8 , tl CP t '�yS St .14 "�Rlaio, >y' t M C SHEET � *v ( .�,y�,: watt e t,}t1�, t, { wt r} ttx' a 'C"•1X�;',X t t PV2 SITE 4ib��� aRLfl"NtU t�' ,�`�,ll"t t. •wi"';3t�., if rN�� t`it` � i; 1F �aYLS.t��� } � le • "X11 Mi IY Y UCTU MEWS .r � n t fit`, +e U `t t t +ru.•� ,. ;' ;fi; t t.�P541N figR. eit kX"'`� '. y � . t vti?iY• e±r a •. �, + r } vt � 4, r• y$ TH DIAGR LICENSE .. y AF YA :�, }µµ}���� Y 1 V 117 i :. }U�t ., � �ttt "� � '. 0•,��. t AN `�u ��� ��ii.i . 4*..,.: :. w.. t P.r` TYPE EC 80 ! " "' ¢ .. .� { Xt { e 11 it} �t A tixt�«4 y t „ �. .yjtr ,: ^:1 d• 't � txm t �A L t`XIXi t "LS+� t`+ rakY ar• , ty a ,n '..§- 4 4 1 t t Xi POWE ' :. '.. a �4 X� ��.. r+u (D 2. THIS SYSTEM ” BA TTERIES, aa� �`. tt t1�? 3 3. PHOTOVOLT I N P UT CI , ,'.. r xt x^t �� , yr `t t N � „" 11 t sr `� t \�t� ' .t 'V INVE IN CI !# UNG X � Uzi A �• .'MX .:. ,�,` xt a Y X X fte ,� . w: SOLAR MOUNTING FRAMES ARE TO BE GROUNDED� ;��,µa Xas m ,,4 p � t` N•� aA 1 1 A I m ' it r � et d` `tS Rl`+kn�yptt 2 }} tinr A p^"w� M * • D ! SLEEKM 5. # M w f * A " �� x .ty�. t � a., ; aN'e' rr"S�r M � "' ; . 'i yy,. S` SaM.' $ 41t' ::xs~ ~r �i,*x`.r.k,git� x..a�H.5��.51@, .SV?'' ' rA U�' t inw�•a ; 1tl`.r .`\x. Yt(t•� `' "Na $ ,26`' t Whe Ridge BUILDING , ,,i� R; " ,i r* t. fie . �' :' ms. .i1 l G r F rr, Li;" , liW t 'ea $g p k�w&�." D ..x~ : x`zA M YYqq� A LL ELECTRIC SH COM a �`1'tx. {+ 1 r., t 2008 NATIONAL ELECTRIC CODE. 0) t ,, ;.ix.. rt. „ , t e taxt't '' 1 k x 3� § `�, a 11111 ■■ UTILITY: XCEL En x , tg5t : rr. rMIN 9j.lu. •?`.iiit:it \itl�r }', nw '�tSYy a4f+„ ,. w� w . ii t 1 II!lI�I�IIRllllll ��� U!�IIII A���I�: .r 1 �� rxwmH"x $ r�M „} � r P,�A.. rA a } M : � i4.t. xe v ::. IP ex x ' r ... v # ,.. team # e ..� .. VAN I . M. Ar ray { , t WHEAT RIDGE, CO 80212 r NAW , . � a 111, N) 2x6 SPF it O PURL €N SISTER CONTINUOUS UNDE ARRAY x� ptar �n G 5 I' (E) L BW A) P 5/1 MII' ul . WASHERS Z LEV R ARRA SKI ZEP COMP MOUNT C ZEP FLASHING C (E ) CCHIP. SHINGLE r, LL LEVWELING FOOT WITH OLT & WASHERS, • e JB-8021764 00 LITCHFIELD, TERI L. LITCHFIELD RESIDENCE n . x mum smm IO�lal NVI H y g RA FTER: A RRAY 9 0 PITCH 27 i a P 5/1 MII' ul . WASHERS Z LEV R ARRA SKI ZEP COMP MOUNT C ZEP FLASHING C (E ) CCHIP. SHINGLE r, LL LEVWELING FOOT WITH OLT & WASHERS, • e JB-8021764 00 LITCHFIELD, TERI L. LITCHFIELD RESIDENCE 7 W mum smm H y g WHEAT RIDGE, CO 80212 R CAN ADIAN SOLAR #C%P-255PX ir�Mulll,T FLA SHI NG . i DAM, MOM P LACE MO UNT. PACE NWE: Mik&l Z) " F M P""2 '"I"u"E VIEW 0 v INSTALLATION ORDER LOCATE RAFTER, MARK O * " P ILOT H y g R ir�Mulll,T FLA SHI NG . i P LACE MO UNT. Mik&l Z) " F M P""2 '"I"u"E VIEW 0 v I —( l)POKR —ONE AURORA P - 3.0.OUTD—S—US —Z —A LABEL: A -- (12)CANADIAN CS6P -255Px FCI Inverter; Igbee 300OW, 24DV, 96 V Module; 255 , 234,3W PTC, Black Frome, MC4, ZEP Enabled 2 V c: 37.4 Vprnox: 30.2 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER ADJUST MIN, ACTIVATION VOLTAGES! Square D Disconnect Solorcity Inverter INS TNFI9 D A 1 i ,. 20A/2P A t s I i p N i I W _ G fC.;EC I 1 { 1 } Meter Socket Disconnect POWER—ONE _ 43 V DC Imp= 8.43 ADC Ord 8 EGC (1) AWG l0, TH*W -2, %f(e 1RAL Vrnp = 24Q VAC Imp 14.5 AAC { 1 }AVID IR 2 EGG /GfC - (1) .. It Kite 5 4" ENT 4 °°° (c } r �� Voc* = 266.36 Isc 9 ADC Vmp = 161.2 VDC Imp = 6.43 ADC ( l I , , ro, v�o <�� l GR ST ._✓ .. (t)ANG jftt, 1H EGG AURORA PVI- 3.0— DUTD�- S —US-� _ WHE R I DG E, I i f f , +'! _ r Sthn 0f 6 0, MP a i... f f ... wwM f L1 L2 i p — (1) at K1#; 1' PVC, Sch, 40 E CJ : 3 2 SET N ACl'IVATt VOLT. T 78V _ _— N _Y__ ra _ �__ _ __� ____ __— -- ,m GE C — _ a. spats> c s .�,._ ------ ..__�._._..____ — —�.____ ______ _ _____ ____ BKMR Voc* MAX VOC AT MIN TEMP GWW e. : #f . # * r ! + f• .tM t Gr _ 43 V DC Imp= 8.43 ADC Ord 8 EGC (1) AWG l0, TH*W -2, %f(e 1RAL Vrnp = 24Q VAC Imp 14.5 AAC { 1 }AVID IR 2 EGG /GfC - (1) .. It Kite 5 4" ENT 4 °°° (c } (1 AVrG 1 G , 11 t.. ;: E (1 00 #10, "IHWW -2, (I)AVM 110. 'OHM -2, Red Voc* = 266.36 Isc 9 ADC Vmp = 161.2 VDC Imp = 6.43 ADC ( l I .. . (2 )AWG 0, Black V60 = 256 36VDC Isc ( 1 ) AWG 110, SdId fte Copper EGC Vrnp = 181.2 VDC Imp- 8.43 A l GR ST ._✓ .. (t)ANG jftt, 1H EGG WHE R I DG E, I i f f f a f f* F I K at i e Pesce f l GR ST g !� A rray I .�., r.. ... .m ..a WHE R I DG E, f f , +'! trw { a v�. "r .. ,. f i... f f ... wwM f M Label Location: ( DC) III) Per Cade; EC 690M ni, ialr . ,. t „� 1 • i M w M Pe Code ; 1 y'YP f•I II �jij'f iiil I I # # # ' # # ` t # ♦ # L abe l . ni, ialr . ,. t „� 1 • i M w M Pe Code #' • ;� # MW M P e r C od e: ; # # #.. # .: # # # # #" y'YP f•I II �jij'f iiil I I # # # ' # # ` t # ♦ # L abe l . 0���� I IA l MI � I lira I W ! IMEBOLOTY # # # # # #5 #' • ;� # MW M P e r C od e: Zap So',ar hardware and WLI 703 listed zer COMPat tAelll rnodu es �ntedock and grounding devioes in system UL, �Sted to UL 2703 intedock and Ground Zep ETL striae to W. 1703 Ps "r-,younding and Bonding Systfr,, * Ground Zep UL and FT1 ived to U1, 467 as ground np � , dev * Painted gam 'vahzed waterproof gashing * Ano6zed componeras for corrosbn ressta.",ce * App for vent spann:ng fi.ffic"On's Components 5/16" Machine, Screw Leveiing Foot 1-ag Screw comp oloun't #0 Comp Mount Pashing Installation Instructions DrO P -0 Ect � k, of Flwper [)iarneW f r SOIalt Y, January 2013 I ®r/m, Z 0% QPUSTED I I low About Canadian Solar a , r 9aYitxld F"W 1' w 3000 33!36' 33W 36W .: 40W i :d : 3340 36453: 420(ir 30M A ...: 46W' R*t*dGrWACVokW V 340 240 277 208 240 : 277 208 2,44 237 20 240 277 , : k"$$ PtN�Nt '9V��t%�xiflt�Ya�fSdSkdF�S kkla ikroermRisab ek'~fter ousts amend W Bk00S kab4 low , 31540 v 6W rd Ldp , tVstar V 200 tad). 470.350) . , PPTV V :460'530 120.530 140`410 140 -530 fA ikaag PPYV P» a V ,.. +01"Aitiort- 96d1S -9,W) maxim rrt (mmst for both WPT to param . A 24 32 fit 32 um thadly, twren Per t iammi l A 10 16 16 : kb SlAOrdC 'i reniLdark Ch A k2'5 21,6 20.4 20.4 of Wire da , ,:.T a Per Channel .... 2pairs AffayW TO tn ena4 box c Rressure Clear Ws, A94'G I O- A4ACa4 GrdCod Ior Type 10121V Sa l',t° 1i3a'24h 0249 split, 4 f2w 443& S 143,2tM' 10139 soil, 1012W r 6355 -. Pr( Adjustab leVadtageRampslV*dwVrsaax3 V 183 ?z4 - 264 2304 1143 - 220 215 1 64 } 244.36+4 183-228 211.264 74+3 -3ta4 193-223 ; 211 244 Grad Rrequiorcy RZ 60 .. Ad¢ustableOdd FrostawKy Range -,. Hz .. 57401 ... ._ x' Current xp Aare ,.. 14,5 M 5 12,4 17.2 15x 4 � ;: Y6,.R 16:11 16,RT 160 , .. no A � , q o 20,0 Power Factor _. ... .. ;,6995 ._. Total aarmainds Dtska At Rated ', .. Z . ... ..... ..Ter as ,. Terminal E4tuk ..Pre €sure Clamp A G10-AWG4 Yes .. .. _. !lever - o age Prot Typ* VoWisr, 3 £ur isUh Channel PV d Fault Word" the start - up Riso and dyraaar 04 trgmes floating Arrays) Ana -Isd n M@eetsUL174MEE1547 External AC OCpta Rating des : 20 :0 is 25 26 ' 20 20 24 24 25 29 25 Ove r-Volurge Production Ty ,... Vadstor. s{b - Gti,, -G) .... maximum Ei derscy .... ab. : 96,9 ' 97 as 47 lKlgbdt Metonsurrption Ar . a 0,5 5darod pY Gotfitrflep3kan .... W., ca R.,... ., Uzer M awtecs 15 characters x 2 fne RCt display Ramoka dAeaallordr t9xdkS4$S lnd,p AURORA- tiWERSAL!opt) Adoredt g (3x 45 .) M 06ARiWi„232V pi),PoiwDESKTOP(opts work" Local maniisutrg PIA- R7e5OOP 4*PU with PYFRRk7OMODUaE (apt) A.M., Air ttpar. ., gT nature Ranga I i" C) _13 to a 140 05 to a60) w th derabirg above 122 (50) Ambovid An St Tamporaturv, Range "'P CO ;.. -O W76(4010+80) Relative "Uni my _... %RPf 0.14+3 eondensfng Aemusdlc Nalst E'ntissdaar L dx As Olm <50 amer Operating Adiftsuievadkksovt Deraturg Mm') .:. .. ... ... 65663 {2 }.. ... Etaelosurserasihrg NEMA 436 .. IC0 atura4convKisso d9hnens (Hx W x0) rn(Mtvl, 33.8x124 01WS9x325x222) . d mi i ... .... .... .. ... <47.3Q131t. .. .... sh P . g hi 3-i0g} 460 Mountin System aracket ..... .. . 7eade sire Ws� Uea x 112 "1 and Candu RComoorthins' (Am x 1 - 39'4, 3 plates side frost, rear) Side:. Q2 pMsgoedV4 ,OpWrags.42}concentekFKUs3la; ?" Stick 648 Cents, Auk EKOs st4",1 DC swatch Rate"foer Cantrell Al 21 /600 Warrant LOW Taanshxn e less (Flatting Asrayi Safety and EMC. Standard - Y141743, €'SA • C22 2 Cd 107,1.01, GEMS UithM, FCC Part 15 C.9a5s It Safety Approval ..... „CSk, SUnthadwarranty .... year 10 ExtorrdedWarranty...... pears:..... .... 55920 A ' i's+748.OUT"D , 115 Standard •AylihauiddCS irkasg8ox. F+VV`3.k4"?)t3T'C3 -C%S f`W3A- OV',D -US PA- 4,2.OUTDAJS Stood" -Voth DC5udtchandWhissgRar PWIG- OVTD- S`US F'V€- F&Od #TD -S-US P%3.6- G1UTU-5�0`, I%Vt- 424?&fId3 -Us With DC switch, Wking bo. and Arc Foot Detector .... trite er .... Ertl- ;§,E1- a"3UTCa "US-A PV1- 3.6.OUTS7 -US•A PW3.8- OVTD-5 -US -A .. PVt•4,I- QUTD- 5 -U5•.4 _.... , '"+15 6991 tf MCF31pNt2 SU Q't}8ri#JC WtdRl9gY hUtl34f tkYea�zksk ar+e,M,rAd'ra0vmgrvatsr9 oresv sxiMng�rxt3x +ae¢wew'rixiaM? 1�T'^1tq � \ 3 �rv e ��'" " �, ��`'"re ,�'�Si,1}T'�„4a5A1} ,�2s4Ctt5.� "43'Tm. 1:a1„,as,. .uksl \r.1 'isrxrvnayud�rati iw"tts e^.}a €uanaE Cn". tiea,Rth 3ru344'erkr+S Nett . tc :..e W Property Address: L� r Proporty Ater (please print) "1 � Maiting Address. (if different than property address) wt Review Fee (due at urne of submittal); Squares Gallons Amps Sq Ft, OWN ER/ .'ON ' A TOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby vcrta�y altaat tlac Setback distances laae postA ltd" this rwrtnit'appl we atccu atc: and slag «rot r amlata sa talk« abic« carclitaaatsca"s rules or regulations of the City cif Wheat Midge or covenants, a" isci c aas or restrictions of record: that all measurements eats Aosm an allegations aataalc ari ar"ctatatca that ! have read and agrec to aback lad° all conditim"a Printed on dais alt atla:atrora and that l aasscaratc tfall ro"'( visilaallty flat taasa pfiaancc With aatalalataalalt" City of es "heft Ridgc c: :riles and ordinances hit trork, under any hermit rssucil based on this aaplelac.at w (flat l am the lcgal owner or !sate t vra aautl haired by tlac lct„aal owner (if the lataal,,scr ,, to ktc"t °f#anaa the descrl A Mork and am also astatltiarized by the lettal cot'ter of any entity included on this application to last that clifity on this of alicaticasa. c"INCL `V (i31IAIT) (C£3aS' RA"''TOR) f. f'7 l f f' t € .t4' tt t e fttlt; ' a ft"ON "fa'ACTOR) ERM NANI Revi r. FIRE t"tt:PARTME Tt' l B ldg Valuation: APPROVED Subject to Field Inspections MM y. Utchfield Residence 4350 Gray St A jobsite survey of the existing framing system was performed by an audit team from SolarCity. The attached structural calculations are based on site observations and design criteria listed Wow: E =� UM—FIT7717 - Roof Dead Load = 7 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground/Roof Snow Load = 30 psf - Risk Category 11, Wind Speed = 100 r Category C - Solar modules As indicated in attached drawings, On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof The reviewed and determined to meet or exceed requirements of the 2009 IBC/2006 IRC. 02= John Calvert, P.E. Civil Engineer Direct: 720.292.1508 email: jcalvert@solarcity.com I .106 Calvert Date: 2013.06.07 08:51:30 -0600' . 06.:J013 . V rs! * !2a S Struct Ca l cu lator I ;??? \227±7 d < <*« �\ 1 mlllljgj�'jgj mll!�! 111!j ! 1 �� ... � � � §� � �$� | \ � \ }�. �� � at ls Period \ƒ /� \ \ \ \ \ / # 3� ���� .. � . . : ...�� . .. . � \.�: �� ~����� \ \��� »w mw< � \/. \\ 1F IN MM INS 0 a s ,. • e@ x I,, P 0 a o M "" S • a �i" s . Us mi : ro + q 100 mph i i a R I R o of Wl e G ab l e g a t : r w. ► i INS a s ,. • e@ x I,, P 0 a o M "" S • a �i" s . Us mi : ro + q a Wind IR' ra a' i i a R INS a s ,. • e@ x I,, P 0 a o M "" S • a �i" s . Us mi : ro + q �fe ♦11'�I�isw �II � ���V�I �.. l ���I �) # `�I tl i *a�li # ood �"Pjinq Sloped Root Reduction �fe ♦11'�I�isw �II � ���V�I �.. l ���I �) # `�I tl i *a�li # Sloped Root Reduction Wood Works Sizer 9.3 Load Type Distribution Pat- Location [ft] Magnitude Unit Dead 119 tern Start End Start End DL 0 Dead Full Area Ro 7.00 (24,0)* 469 SL Snow Factored: Full Area Yes 30.00 (24.0)* psf PVDL Dead Point No 3.00 40 lbs PVDL2 Dead Point No 5 e 92 20 lbs PVDL3 Dead Point No 8.83 40 lbs Self -we j2hLJRtad 683 UDL 0 Bearing: 1-7 if *Tributary Width (in) _Full MM 0' V-21' 0 M unfact ore d: Dead 119 215 0 Snow 284 469 53 Factored: -- -- Uplift 51 Total, 403 683 40 Bearing: -- -- — FItheta 495 495 495 Capacity Joist 650 712 371 Supports 586 683 586 Anal/Des Joist 0.62 0.96 0.11 support 0.69 1.00 0.07 Load comb #5 #8 #7 Length 0.50* 0r 58 0.50* Min reqId 0.34** O58** 0.50* Cb 1.75 1.64 1.00 Cb min 1.75 1.64 1.00 Cb support 1.25 1.25 1.25 FcD sun 625 625 625 1, 1 ! I III 1 11 1 1 ill 1 IT !Z! !I It# I I iw� 11 1 1 1 112112 1 1 1 i I I Lumber S Nol/hlo.2,W Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24,0" cic; Total length: 14'-3.9"; Pitch: 6/12; Later,21 stjg#�#rt* to*= i t#"qtt*4ti=;;,t s1LQQoi 12&tgtitive fgvtor 2il uAtere tertiliftelt, (refer to-naml W.,p][1- Lw= am 1111 11 SM4 1 1 9 'i 2= EM= Bending Bending Deflection: Interior Live Total Cantil . Live �11 fv* = 65 fb = 744 fb = 857 10. 4 = L/776 0. = L/533 -0.07 = L/223 -0.10 = L/152 0.46 = L/240 Fv' = 155 F'b' = 1,504 Fb' = 1.444 0.46 = L/240 0.61 = L /1 V 0.13 = L/120 0.17 = L/90 a distance d o fv*/Fv' = 0.42 fb/Fb' = 0.49 fb/Fb' = 0.59 has been included as per NDS 3.4.3.1 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fvl 135 1.15 1.00 1.00 - - - - 1.00 1.00 1,00 8 FbI+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb­ 875 1.15 1.00 1.00 0,960 1.300 1.00 1.15 1,00 1.00 8 F 4 - cpl 25 - 1.00 1�00 - - - 100 1.00 - Et 1.4 million 1.00 1,00 - - 1.00 1.00 4 Emin' 0.51. million 1.00 1.00 - w - - 1.00 1.00 4 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern: sSS), V = 357, V design* 357 lbs Bending(+): LC #4 = D+S (pattern: sSs), M = 469 lbs-ft Bending(-): LC #8 = D+S (pattern- sSS), M = 540 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc - concentrated. E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S12, X=L+S or L+Lr, - =no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 29e06 lb- n2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow-) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle FItheta calculated for each support as per NDS 3.10.3 E OMPANY PROJECT WoodWorkss June 6, 2013 08:34 MP2.wwb Design Check Calculation Sheet W odWorks Suer 9.3 Loads; Load Type Distribution Pat.- Location [ft] Magnitude Unit tern Start End Mart End DL Dead Full Area No 7.00 (24.0) * psf SL Snow Full Area Yea 30.00 (24.0)* ps PVDL Dead Point No 2.33 40 lbs PVDL2 Dead Paint No 5.50 20 2bs PVDL3 Dead: Point No 8.67 40 3.bs Self -wei t Dead Full L No 1.1 n if *"Tributary Width (in) Maximum Reactions (l , Bearing Capacities (lbs) and Bearing Lengths (in): 0` 7' 9'-F Unfactored: Dead 71 179 0 Snow 175 425 19 Factored Uplift 6 Total 246 604 19 Bearing FItheta 458 458 458 Capacity Joist 343 612 343 Supports 586 604 586 Anal/Des Joist 0.72 0.99 0.05 :support 0.42 1.00 0.03 Load comb #3 #2 #4 Length 0.50* 0.52 0.50* Min req'd 0.50* 0.52 ** 0.50* b 1.00 1.73 1.00 b min 1.00 1.73 1.00 b support 1.25 1.25 1.25 Pc. sut 25 625 625 *Minimum bearing length setting used: 112" for end supports "Minimum bearing length governed by the required width of the supporting member.. Lumber -soft, vii -P -F, No.1 /No.2, 2x4 1- 1/2 "x3 -1/2" Supports: All - Timber -soft Beam, D. it -L No.2 Roof joist spaced at 24.01" c /c, "dotal length. 10'-0.8"; Pitch. 4112 Lateral support. top= full, bottom - at supports Repetitive factor: applied where permitted (refer to online help); odWorks@ Sizer SOFTWARE FOR WOOD DESIGN Lu= Criterion al pis Value FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Shear fv = 90 Fv' = 155 fv/Fvl = 0„58 Bending(+) fb = 1385 Fb1 = 1736 fb/Fbl = 0.80 Bending(-) fb = 1605 Fb' = 1706 fb/Fbl = 0.94 Live DeflIn 0.26 = 1,/334 0.37 = L/240 0.72 Total DeflIn 0.38 = L/232 1 0.49 = L/121i 0.77 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fir' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb 875 1.15 1.00 1.00 1.000 1..500 1.00 1.15 1.00 1.00 - 3 Ph- 875 1.15 1..00 1.00 0.983 1.500 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - Ef 1.4 million 1,00 1.00 .. - 1,00 1.00 - 3 Em n' 0.51 million 1.00 1.00 - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V w 335, V design = 313 lbs Bending(+): LC #3 = D+S (pattern: Ss), M = 353 lbs-ft Bending(-): LC #2 = D+S, M = 410 lbs-ft Deflection: LC #3 = (live) LC #3 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span --=no Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI 8e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, of Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated fax each support as per NDS 3.10.3 0) Alt Wiffirt9=1 11 PITCH: 27 ARRAY PITCH: 27 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shinqle STORY: 2 Stories John Calvert D. 2013.06.07 08:50:39 -06'00' 111auum , Comp Mount T C m ow 0 T YINGLI At YL245P-29b YGE—Z 60 LITCHFIELD, TERI L. 4350 GRAY ST WHEAT RIDGE, CO 80212 im SITE PLAN SmIe: 0 11 81 16' N W+ E S 30& oemAew Way Vote% CA 94402 T(650) S M 2 1028 F#50) 638-1020 PV 2 6/5/2013 N ($N)-WL-0TY (X5-24M) —sokwc1ty_— m (N) 2x6 SPF #1 OR #2 PURLIN SISTER — CONTINUOUS UNDER ARRAY RAFTER: (E) 2x6 0 24 0,C. TS CEILING JOIST: (E) 20 0 16" O.C. RIDGE: (E) 1 x8 RIDGE BOARD MAX SPAN: 8-2" MAX STANDOFF DISTANCE: 4' O.C. # # ## PV MODULE W MtK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT jmwvflm JB-8021764 00 9"Im snu Comp Mount Tve C 0 ► 0IN I E W F M rv`2 RAFTER: (E) 2x6 @ 24" U NTS CEILING JOIST: (E) 2x6 @ 24" O.C. RIDGE: (E) None RIDGE BOARD MAX SPAN: 7'-0" MAX STANDOFF DISTANCE: 4' O.C. 0, 1 PAGE NAE STRUCTURAL mm•.� i&l '__,___ V D'ATEE PV 3 6/5/2013 F ORDER • INSERT FLASHING. P ACE MOUNT. LAG BOLT WITH I ----- ---- ING,,,,WASHHER___ I E W F M rv`2 RAFTER: (E) 2x6 @ 24" U NTS CEILING JOIST: (E) 2x6 @ 24" O.C. RIDGE: (E) None RIDGE BOARD MAX SPAN: 7'-0" MAX STANDOFF DISTANCE: 4' O.C. 0, 1 PAGE NAE STRUCTURAL mm•.� i&l '__,___ V D'ATEE PV 3 6/5/2013 BOND (N) #8 GEC TO (E) {ROUND ROD E 2O0A MAIN SERVICE PANEL Inv T: Inc: Ungr nded r w 1 ( 1)POWER -ONE AURORA PM- 3 »O- OUTD -S -US- Z LABEL:. A -°- 22 YINGLI 4P -29b Y( -Z 60 R I L. L" wv,I AT PANEL WITH IRREVERSIBLE CRIMP E 150/2P MAIN CIRCUIT BREAKER ` (1) AWG 16, —2, BW ite Inverter, , 240V, 6 PV Module; 245tH, 221.6W PTC, H4, 46mm, Black Frame, ZEP Enabled t • nel Number: GE --CTL Deter Number 1 014 INV 2 EGG/KC ,- (7) q-duit Kit; 314" EMT Vac: 37.8 pax; 30 „2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER CUTLERonne FAIN SERVICE PANEL A DJU ST IN AC TIVATION VOLTAGES {.J.J� M 4.. 1 AMti 9 &.tJiV Disc 7RE C#�sN MILBANK CUTCUTLER-HAMMER I nverter I ND z 150A f I Meter Socket 5 Disconnect POWER -ONE sET N. vATac v vc T asv AURORA Pty- 3.0- OUTD- S -US -Z s s t) z (E)LOADS A ___ __ I � _____ - _�. - • LI rPrres 20A 2P 2 SET N. ATt Yt'.' LT TO 78V 0. A __ -__- r �_ - - -__ ____- .�- __-- - -__ -- Irc _- Oc I r, cs> ar6csxM PI 8 t — EGA __ _ _ — — _ _ — — _ _®_® _ — _® _ — —__ I N s _ —_ SC TO 120/240V SINGLE PHASEs )TILITY SERVICE a ()£ 2120 PV BADS MER (1 U — kt —STJ �^^» Br r 20A/2P, 2 es A9et eti 200A, J Rino c 1 () mHAi; 30A, #C R —F e, NEMA R DCj (1) AWG I' 1 10 TNWN -2 BI 1 ock ( } (1) AWG #10 TOWN-2 Red E(I)AWG 110, 7FIWN -2, We NEUTRAL V p w 240 VAC Imp =14.5 AAC (1) A , pMj -2, *e en EGG /GEe .° (1) dolt KIt; 3/4" EMT (2) AWG #10, PV WIRE, Block t S l (1)AYY!G Kit; 1° PVC, , . 40 E ` Voc = 228.8 VDC Isc = 8.63 ADC Vmp = 287.2 VDC Imp= 8.11 (f # " r w 2 AWG #10, PV CAL = 22&8 VDC Isc = & (1) A"A #10, Solid Sere Copper EGC Vmp = 1811 VDC Imp= 8.21 ADC ( 1t 2 /4. EAST (2) AWG /10, PV Block Voc 226.8 VDC Isc _ 8.72 AD Ka i /4” Bore E0C Vmp = 182,2 C Imp= 8,63 A (1) WG #1 Solid { (� ) (1)AWG , THVIN -2, Block (1)AWG Z RBI Comp Mount Type C 4 G r ` (1) AWG 16, —2, BW ite NEUTRAL VMP = 240 VAC imp =14.5 AAC t • (1 ) AWG . EGG/KC ,- (7) q-duit Kit; 314" EMT y r t 60 PV 5 6/5/2013 POWER—ONE # AURORA PM-3.0—OUTD—S—LIS—Z 7752251689 THREE LINE DIAGRAM I r w w # # i '� ` a V Comp Mount Type C 4 G r VII ! ! « ! ! t t • a. Conductor must have 30 deg. C ampacity >- 125% of continuous current. continu b. Conductor must have (after corrections for conditions of use) >= rr . f . Conductor must h•:. . ( after r : r f or • f r of .. c ontinuous current per r 1 r • . Conductor must hr- (after correcti for r• o c ontinuous Mi #: 7. Conductor Sizing 2tr Art §99 a , C on duct or must hi f`r r rf of r M • Co have ( after r r for • r • o c ontinu ous current per of R 1 c. Ev aluate • •. r temperature at r' r pe A 11 0 .14(C), Ampocity of wire derote f or con ditions of •♦ be c ontinuous current All inverter out r♦ r* rated a t f f f # i .s +V i r /r x * *• «! ## ::i V '. 37.8 Y Vmp: 30.2 V Ise: 8.63 Imp: 8.11 A Tv : Q.12474 V/deg 0 ME no Total STC:l 2940 1 #a# F V a n # '. # *.. i # 1 +, 1� im #r w 'ti I MOM SHM" REV: DA P 6 6 /5/2 0 13 # EM 0 W f�� t loont * 1.25 = (Amps) 13.48 30 deg C ampacity - 1.b lcont-- (Amps) Start ampacity g 140 Temperature derate ( % =F) Conduit fill derate ( % =) rated ampacity 8.4 1.c Icont * 125 = (Amps) 13.48 Ampacxty 49? 1.d 1 t * 1.25 - (Amps) 13.48 OCP Size - 15 tnuart e r Tvoe A Output Power-One -3.0 -5 1 way wire length: 10� it lcont = 14.5 A Art 690.8(A)(1) 1a Icont * 1.25 - (Amps) 38.12 Art 690.8(5)(1) OCP Size = 20 Art 240,6(A 1b Conductor: AYJG -10 THWN-2 at 90 deg C: Table 310.16 lcont * 1.25 = (Amps) 18.3.2 30 deg C arnpadty 40 3,c lcont - ( Ps) 1415 Start ampadty 40 Temperature derate ( %=F) 0.91 Conduit rill derate '. # *.. i # 1 +, 1� im #r w 'ti I MOM SHM" REV: DA P 6 6 /5/2 0 13 # EM 0 W f�� t mm zommarlim f • «1� LITCHFIELD, TERI L. 4350 GRAY ST WHEAT RIDGE, CO 80212 mr, REV ME: PV 7 6/5/2013 AMWAMW Label Locatiorr— (C) Per Code, NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: 111MIM UOTOMM (DC) (INV) Per Code: NEC 690,53 (AC) (POI) Per Code: (POI) Per Code: 3055 M= OFM SMN[MILA OU2 TaBSOM=20 M50063MO20 SC - CO XCEL Label Set M CUUMLmrry a3512C=Umjmnu 13 "Soiarefty, Jartuary 2013 UtNzes Zep Soiar hardware and LJL 1703 listed Zep Cornpatble'"' rnOdUe es interlock and grounding devices in system UL listed to UL 2703 * interlock ai Ground Zap ETL. listed to LJL. 1703 as "Grounding and Bonding System" * GrOUnd Zep LH- and FTU ,fisted to UL 467 as grounding device * Painted galvanized waterproof i'ashing # Anodized components for corrosion res stanoe # Appticabie for vent spanning functions Components January 2013 Installation Instructions DO Print Hole of F'ropa Diameter for Fastvier &ze Per NDS Section I . 1, 3,2 Seal pilot hole with roofing sealant lnsert Cornp Mount, flash ng under upper gayer of shingie Place (.,ofnp Mount centered upon fiashing Install lag Pursuant to NDS Section 1113 With sealing Wasl"Mr, Secure t evering Foot to the Comp Mourit using machine Screw Race rnodu'e YL25OP-29b Ci YGE-Z 601 YL245P-29b i YL240E-29b C E L, I S E I I E E, YL235F29lv Yt 23OP-29b Ideal for residential installation time, and aesthetics matter most. Lower installation costs with savings across equipment and labor, ii Minimize roof penetrations while maintaining the systern's structural integrity.. Invest in an attractive solar array that includes a black frame, low ruourning profile, and aesthetic array skirt. Increase energy output with flexible module layouts (portrait or landscape). Trost in the reliability and theft-resistance of the Zefa Compatible" systern. W= AC. SC�,UMON OF" � CN monaorme a the system and mod"fe ove� reth Enfighu,n YIN LAIR VS. Soccer Pcwtred by YeIgN Sciar Leading limited Power wsrranty' ensonts 91.2% of rated powo for 10 years, and 803% of rated power for 25 years, � o, ctnnph-ce -th a., -w-ry, UL 1703 enn ULC 1703, GEC, FSEC, 60 1 XV1,200W I W 150 14001 2,D04, BS 0HSAS 1800! .2W,, SAM 36 C & us 0 en 0700 45 m 0 ISO Moduk offici—Y LISTED Jjg 15.3 440 141 14,4 YINGLISOLAR.COM/US Yilr )(C,,-'-'E - Z 6 OC E L- 1 1 1 - S ER I E S ELECTRICAL PERFORMANCE P `1 - 1 1 1 1 :? 1 1 1 P . .. . ........ . . 4 1 I W Ner,bw to paKes p., 53'ernrai-, 36 lo.a.q nq I.. dl—na*ms (LANIH) 0 en 0700 45 m 0 ISO Moduk offici—Y iq� 1111 56 15.3 1510 141 14,4 Voltage a P—, V_ V 20.4 50,2 295 2915 C."TI-O!t-r P— A 0. 24 &11 a�l _7, 1 11 k V. V 38A 37.8 37 5 37.R - htdit sl or.".—1 cu " Iu , , ,4 - - !,719 8.63 " ", . ... ..... .. "I'll 8165 --- I 8�54 I I -- 11-11- ­- , '' STC, r"INMV11" —dw?—, - 'd &,q r. EN 609 3 Aa,wp rlAat— 0h1v1',N 46+/ EN 601934 1 Tor.po,aux. C"ffici*nt .4 e-, y Vc Powered by YINGLI GENERAL CHARACTERISTICS a0r -29b Chra—'—t a, 64,% ilql &e , -14 i 3,3M �n Mo'—� 1 230 1,81 a, of, mna w.igH 452 k,,, o0 5 kqi 1111 1111. 1415 0 PACKAGING SPECIFICATIONS 1111 1111 • N—ber of mowitt V., ;Wto 22 1 111 Ner,bw to paKes p., 53'ernrai-, 36 lo.a.q nq I.. dl—na*ms (LANIH) 0 en 0700 45 m 0 ISO d7 Hr f M1 eswxp 8*x — gst (1116!1:; Otto k9c tie rra pa"A"Ote", Or' No a i!xt Ioniptirat 46+/ Tor.po,aux. C"ffici*nt .4 e-, y Vc T..Pie.t— a V. A- W .. . . .............. Tom"'atuft C�ffidrs .1 k. . . . .. .... .......... 0.06 . . To-s—aw'. -.1fident of V— or's ...... . .. .... . ........ . .. .. ... ....... .. .. . . . . ........... — ------ --- - ----- 0,45 . . . .. ... ........ . .......... ..... . 15A 15A ,40 to 194 1 1. %`Vf� SG pd 50pvroo) Pe 12400 P.) CONSTRUCTION MATERIALS Ghn,—V ia- arn coo ct— —oa C.0 —.4 a ..... .. ............ J.,%aro ao. (Pivurti— dog..) CAM 0 (typolonsthIgaugoloutade 44-1*0 Ph,e earnreaetor 1111 deg fa. rem T56 rn= r 2433 r- 12 .0 FtPlyt.n* 'i"u —tore (EVo A-diz.d A4-- roy I kA.k less PV W,,o 14,3.3 i,, 0 War—,a 1 12 AVVG 10,244 in V, 2 —,1) A>iwIe- 1 H4 1 IP68 The m, this ditasheek are not quwanieed and we subiect to chanae salt' ut pnor rvvce This r,.az nsimtea EN Yingh Green Energy Americas, Inc. info@yingliamericas,com Tel: +1 (888) 686-8820 YINGLISOLAR.COM/US NYSENGIE 0, Y ql, G,.,a E,erqy HrOd, C- Ud } ENS, 1'206,W)4 I 470Z T� 9C C War,,O,q: Read the -d Um, Ma,,.W in its eminity tvo,,e harnA,,,q, msts9a r , -d Iv,,Wu q YeIgh 0", YIN ,�* LAR 9 V S. Sswe, Powered rry YmqL War uriltv Inch (MM) PVI-3.0-TL PVI- PV'1-4.2-TL # 0 to 7 1 1 Upg,,Myon*a Kim —,A AC lMqeoW .0, .0to.1A tX P-11 —44,41, CSA INTERNATIONAL Certificate. 2090477 Project: 2439385 Issued to: Power-One, Inc 740 Calle Piano Camarillo, CA 93012 USA Attention: Robert White Master Contract: 173688 Date Issued: July 19� 2011 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator TIS'for L only or without either indicator for Canada only. Fab- HeMPAOCk Issued by: Rob Ilempstock, ASe'L C us CL ASS 531109 - POWER SUpPJ,IE I S - Distributed Generation Power Systerns Equipment CLASS 531189 - POWER SUPPLIES - Distributed Generation - Power Systems Equipment - Certified to U.S. Standards Utility Interactive Inverter, Models I'V14.2-OUTD-US, PVI-3.6-OUTD-US, PVl-3,0-0U'I'D-IJS, PV]4,2- OUTD-S-US, PVT-3.6-OUTD-1; -US, PVI-3,0-0UTD-S-US, PV142-OIJTD-US-W, PVI-3.6-0UTTD-US-W and PVT-3,0-0UTD-l.JS-W1 provided with two DC' put channels. pentranently connected. For details related to ratings, reference should be made to the CSA Certification Record, Appendix I or The Descriptive Report, APP1,ICABLE,f"_tJREMf,NTS "SA- C'22.2 No. 107, 1 -01 - General Use Power Supplies UL Std No. 174 - Second Edition - Inverters, Converters, Controllers and Interconnection Systeni Equipment l'or Use With Distributed Energy Resources (January 28, 20 10) VQD 507 Rrv, Addr e ss: i t � 0044000: (OWNER) x e=` -1 . . Reviewer, r: PUBLIC WORKS COMMENT& Reviewer: IRE DEPARTMENT:: 0 approved w) Date Property Address: � ..,r Plan Permi Phone: 50,5 it Li ns y,.. . City License # (Fully describe work to be performed . Attach additional sheet If necessary) �!e II Squares _ BTU's _ Gallons - Amps Sq ft Bldg Valuation: L 4 1 (3w) 134 -59&F Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type OF Job Address C7C� L�Pt �I Permit Number 11�19e'3 d1.''6: tali S1T% q N, one available for inspection: Time /° , AM /PM Re- Inspection required: Yes No *When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: f Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Q..:IAinw d. FAe c MSS 7L 0,V c ❑ No one available for inspection: Time LL: � ,AM PM Re- Inspection regwred:<— No When corrections have been made, call for re- inspection at 303- 2345933 Date: 14 p ly "( Inspector Lk - DO NOT REMOVE THIS NOTICE r� ♦ �' 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE r � Inspection Type:� 10 Job Address: _ 11 � 6 x'ct;c,P 9 Permit Number: lir iC .f \l F )f i'!il t r U r n ttfl;tf ru'b'e tr L[ , 'x V// y6m/itit i ❑ No one available for inspection: Time ,f AIVf/PM 1 Re- Inspection required: Yes No When corrections have been made, call to re ction at 303:234 - 5933 rr Date: `f _qi , / `( Inspector: IY /lj DO NOT REMOVE THIS NOTICE �•" ' City of Wheat Ridge r40 00 r- Residential Roofing PERMIT - 110935 PERMIT NO: 110935 ISSUED: 08/08/2011 JOB ADDRESS: 4350 GRAY ST EXPIRES: 08/07/2012 DESCRIPTION: Remove and replace 15.33 sqs of asphalt shingles * ** CONTACTS * ** gC 720/365 -2289 Martinez Constructio 11 -0176 Martinez Construction Inc Owner 303/420 -0401 Greg Primavera ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0423 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 5,300.00 FEES Permit Fee 140.90 Total Valuation .00 (g Use Tax 95.40 ** TOTAL ** 236.30 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor . shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. 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 ithin his document as par a to th ork to be performed and that all work to be performed is disclosed in this documented /o i; s' accompanyin app oved p as ad specification A ` Signature cr OWNER or CONTRPdEBQ2 ("Circle 1 9ne) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. S. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable ode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildf Of 'cal Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ec "< City of Wheat Fjdg� COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Date: 8 Plan # q 22 Permit # Ile ( J Property_Addkess y 3S C-)r Mf ec Property Owner (please print): z 2 's S t/Lr- P6 44 6 i idap hone7 3 (5 3 �c�� a - 0Ll 6 r Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: �1 6-L 1 t�t ���±"0 i n (tic . Contractors City License #: Phone: 7,U - 3 62-2 , 41 Electrical Plumbing: Mechanical: City License # City License # City License # Diescrt 31onnf work:' (`LWLO oZ (aYG(4S 1 at ( +A 3� y �, `" 0 Contract Value: s $ 7q� `fnc5t wt.,(x. U f l / V - Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq FL $ 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. CIRCLE ONE. (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESE TAT/ ) Of (O ER) ZE: TOR) PRINT NAME: J V 1 ll L4L L Y�' l �1 NATURE: "l / l � ' ,� `? r "'� . �sAEPAR'TIVIEI�T US OIVLI(`� �✓ �' ✓✓� �� >` , � " �� ZONING COMMENTS r s' . � ,± � 'r � r: r y, yf r'p�r :.='✓�F�✓ ✓ ✓_' a�; -�ao � r g - �. t � r e.ZOning ✓ s � a t✓ r � ✓ ✓ ,.S i c ✓ '.✓ � .,..,.,,., o..u. f:... ."�.i l', y„ ,�aYi ✓✓✓! -� .m ;��.. ti .ra✓.,.e%'L �.�c,e.�;., ✓-✓. ✓Y aY ✓�,.,, �.<?', � �� ?✓/�'�.�i,�.�f��D�,ro'ci?, u IRE pFPARiMENT oappro4ed w/ domin�ents ✓❑ disapproue �p no review regwred Bldg Valuation: $