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Home My WebLink About3506 Ames StreetINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following bus' nes da PERMIT: ADDRESS: CjAmJOB CODE: iUL Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential �.t 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT��J ADDRESS: �J�VJ ,KIYrtP � J� JOB CODE:'\' Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 41,11 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 3O1ION S/HI 3AOIIV3bl ION 00 -�, :ao}oadsul �� :algia BS6S-tiSZ-BOE le uoi;oadsupaa aol peo `opew uaaq aney suoijoaaaoo ua4M« j saA :paainbaa uoi}oodsul-aa U Wd/Wy owil :uoi}oodsui aol apepAU auo ON n / V' 'V) ',',/ -Vy f -'? U 2 Q ! n ' 7� _ o 'C 5 b Q L I Q& :aagwnN Iiwaad TJ 9 :ssaippd qof 3 � gc :ad�(L uoiloadsul 331ION N01133dSNI xeJ 6068-200 (00 • 90140 5sgz-9EJ (000) augj uoijoadsul ££69-t£Z (£o£) uoisinia uoi43adsul 6uiplin8 30ala -LV3HM =10 Alia � v 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: U O3 F . Job Address: --� c -a k A Permit Number: a J 1 -/ 0 9 5 Z 2 ❑ No one available for inspection: Time 9/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 1 Dater) D 1 11 '6 Inspector:'_?rk,,' DO NOT REMOVE THIS NOTICE City of Wheat Ridge w- Residential Solar PERMIT - 201709522 PERMIT NO: 201709522 ISSUED: 01/12/2018 JOB ADDRESS: 3506 Ames ST EXPIRES: 01/12/2019 JOB DESCRIPTION: Residential Solar permit for 8.64kw roof mounted grid tied Solar PV system. **REVISION: Adding copper rod to sub -panel on line diagram; No added valuation *** CONTACTS *** OWNER (303)520-3558 GAWRYCHOWSKI RICHARD ERIC SUB (844)727-6527 2)a9rd.ia Raichart 160040 Photon Brothers *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized ter -obtain this permit and perform the work described and approved in conjunction with thispermrt. I further attest that I am le all author'i�d to include all entities named within this document as parties to the work to be pertormed and that all wor e s disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWN<R ONTRAC (Circle one) Date I. This permit was issued bas a 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 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 ape ir t shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or y ordinance regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat?, dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: a 1511 Add to Permit # I Do jq5 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: '35o6 Amt 5 4 - Property Owner (please print): , �G �� r. ul r �� d +� S%C, Phone: 3-SZD-3SS� Property Owner Email: r i cit- sk 36 Lim r ; • c Mailing Address: (if different than property address) Address: ',\ � i City, State, Zip: \, A� Submitting Company: Ehdlgn Fralki�S Contact Person: K)'4 Rt � V'� 1, cAt-2Z Phone: Contractor: Contractors City License #: Phone: 3o3-si 3- S z,,,' 4 Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: MI I1/1y ��e ri 10 Sq. FtJLF Amps 5Ub ptine/ 5�1 Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ 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) CONTRACT or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) I PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMEN Reviewer: PUBLIC WORKS COMMENTS: Reviewer: --?-- SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: 15--Ig- OCCUPANCY CLASSIFICATION: Building Division Valuation: $ N V) O a� Co N +-1 _l_j O .l e d- N E 0 n 00 0 N d 1) The self—contained metering will be in compliance with the most recent revision of the Xcel Energy Standard; specifically section 4.11. 2) The PV production mete will be required to have the PV generation wired to the line side terminals (top of meter block). 3) The meter socket for the PV production meter shall be marked with a stamped brass, aluminum, or stainless steel tag, indicating the address including the unit, typically "PV PROD" in accordance with requirements for "Meter Identification" in section 4.14.4 of Xcel Standard. 4) The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this cannot be accomplished, a site plan showing proposed equipment locations shall be submitted for review. The local meter shop must approve the site plan for the application approval; site meetings can also be arranged. 5) AC Disconnect is to isolate utility production meter per utility requirement. 6) A placard at the utility net meter will describe the location of the AC Disconnect and the Production Meter if they are not grouped together. 7) A 200 Amp self—contained lever bypass meter socket to be provided for Xcel PV Production Meter. 8) 20OA/240VAC Utility Meter to be placard "Photovoltaic System Connected." 9) The AC Disconect shall be accessible. lockable, visible from the net meter, and placard "Utility Photovoltaic Disconnect." String #1 8 x PV Modules String #2 8 x PV Modules String #3 8 x PV Modules Wire Schedule Tag Qty Size Type Ground Length Conduit A 3 #12 Engage # 12 5'-25' Free Cable air B 2 #12 THWN-2/ # 12 10-30' 1 /2" Romex C 2 6 Aluminum Duplex # 10 10-30' Free air/1 " D 3 #6 THWN-2/ #10 3' 3/4" Romex PV Array 24 x SPR—X22-360—D—AC AC Modules Photovoltaic System Connected 60A AC Non—fused Utility Disconnect (with rapid shul:down)—`� 125A AC Combiner 240V PV Circuits only J—Box(es) (A) (N) WE ,w Engage Cable L1 —Black APPROVED 1_2—Red Syted for code Com � 2—Wire AC GND—Green a�_/� Date Plans E xamin Utility Photovoltaic Disconnect (D) (C) - 40A 20A �I (B) 125A Main Service Panel (D) - (D) O 200A PV Production Meter L#6 —All conductors to be copper unless noted otherwise. —Installation to meet minimum requirements of the 2014 NEC except where required otherwise by local code specifications. —Interconnect breaker shall be within visual proximity of the inverter. —Maximum voltage calculated with temperature coefficient of —0.359/C°. —All grounding electrode conductors shall be installed in single continuous lengths except where spliced by irreversible connector or exothermic weld. —All rooftop conduit to be installed at least 1" above rocf. Interconnection 120% Rule - 705.12(D)(2) Utility Feed + Solar Backfeed Buss Rating x 120% 125A x 120% = 150A 100A Main + 40A Solar = 140A Utility Meter 120/240V Xcel I 100A 1 2 5A Sub Panel (C) 40A ^ Me& 50A / \ t00A Bare Copper to Rod 20A PV Monitor (Hard Wired) Vawd�of oe—^'M The bsuance of o verma a aver of pi"sP�lkot'°^s one canpw aia s shall not be a Pe— t for or an oppovol o^s' 1aOt0 to 7101"i— a, the building code or of 0" Coy �inO"M Pen"05 # 6 Bare Copper t o R o d or 'rt,=...._I ,...:,;of of the&Wdky CONFIDENTIALITY NOTICE; These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended cc" """"lricipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER" by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1-844—PB—SOLAR General Noted Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV—03 Roof Plan PV_ 04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datosheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 101 Roof Azimuth — 901 Mean Roof Height — 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. Securement Method PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load Revisions No. Revision/Issue Date PDr_D su8pAtj K, 2L2 Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com risr— my Michael Deese °"Electrical 01/09/2018 Diagram S°"" N/A PV -04 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: qO3 F F K Job Address: 3'5-06 An /425 5 /' Permit Number: ,'�-o/ 70 q 6 -d sL— CV P a ❑ No one available for iDYe on: Time i� �` AM/PM Re -Inspection required:No When corrections have been made, call for re -inspection at 303-234-5933 Date: �s / Inspector: �-rbj r DO NOT REMOVE THIS NOTICE Occupancy/Type INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 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 Comments Initials Electrical Sewer Service 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 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 Rof Fina indow/Door Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201702416 PERMIT N0: 201702416 ISSUED: 06/23/2017 JOB ADDRESS: 3506 Ames ST EXPIRES: 06/23/2018 JOB DESCRIPTION: Residential Re -roof to install Atlas Pinnacle asphalt shingles - 22 sq. *** CONTACTS *** OWNER (303)525-6987 GAWRYCHOWSKI RICHARD ERIC SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, CLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Use Tax Permit Fee Misc. Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: FEES 0.00 118.73 140.90 25.00 284.63 5, 654 .00 *** 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 Al,�-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 manufacturera€T's 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's 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. _-- �,i a. U..,�1 nci l>_ reg.; A-4 ?16 �l 5 +0 sk 0 t,) 6A V I � C\� �, � L) -pz- f fv� -, A- � C- b - a City of W heat dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(aD-ci.wheatridge.co.us I FOR OFFICE USE ONLY I I Date: ) Q�//TfJJI�Add to Permit # QN Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Addi"s. 3 50 6> INws ' ++V" Owner Property Owner Emkl: V' i C Mailing Address: (if diffehpnt than Address State, c\.t,oayrrl (10((12vV CJ (S L n Phone:(3o3 ) S2_o-3558 Vf VVI Contacterson /U(CI L W - V1 V Phone: t 3 11rS(an CAA110J Contractor: S Contractors City License #: (o C) 0 Phone. 3 5 l 3_ 97-69 Contractor E-mail Address: v/ t cis Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Sq. FULF Amps ok ov,,,� G�lVl25 Btu's Squares �0 [—� VX0, t C1 3 V' G (yam . rk-1 , J Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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)( (CONTRACTO r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: ZONING COMIMME S: Reviewer: -- DEPARTM 9 BUILDING DEPARTMENT COMMENTS: Review r: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DATE: 117 331ZmiS— USE ONLY OCCUPANCY CLASSIFICATION: 05 Building Division Valuation: $ City of Wheat Ridge x, Residential Solar PERMIT - 201709522 PERMIT NO: 201709522 ISSUED: 01/12/2018 JOB ADDRESS: 3506 AmesST EXPIRES: 01/12/2019 JOB DESCRIPTION: Residentia Solar permit for 8.64kw roof mounted grid tied Solar PV system. **REVISION:\,b panel addition to line diagram; 2 additional modules added; No added valuation. *** CONTACTS *** OWNER (303)520-3558 GAWRYCHOWSKI RICHARD ERIC SUB (844)727-6527 :R)airaE Raichart 160040 Photon Brothers *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Residential Solar ** TOTAL ** *** COMMENTS *** ESTIMATED, P OJECT LUAT FEES 0.00 500.00 500.0 we *** CONDITIONS *** Approved per plans and red -line notes on plans. Must co ly with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is s bject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I ate 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 desi gibed and approved in conjunction with this ermrt. I further attest that I am legally an horized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This 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 pennit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of aIl 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 permitishall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance egulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official ► Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 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:Q64S Permit Number: PO/ 7o q5�? -p- ❑ No one available for inspection: Timed AM%PM Re -Inspection required: Yes t No When corrections have been made, call for re -inspection at 303-234-5933 Date:-/' ' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -30/�fh Job Address: Permit Number: ❑ No one available for inspection: Time ;� c// Mt1 M f Re -Inspection required: Yes o No i When corrections have been made, c IL for re -inspection at 303-234-5933 Date: ' ",-1f7 Inspector: L �./r % -- DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE - - _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3L 7-0 .fLAC &T. FFS. Job Address: Permit Number: 2 ®`-7U9 2 f (C-1 �_ 0 ❑ No one available for inspection: Time ) /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: i D lnspepm�"� i DO NOT REmdyr- rH/S NOTICE City of Wheat Ridge a Residential Solar PERMIT - 201709522 ISSUED: 01/12/2018 PERMIT NO: 201709522 EXPIRES: 01/12/2019 JOB ADDRESS: 3506 Ames ST JOB DESCRIPTION: Residential Solar permit for 8.64kw roof mounted grid tied Solar PV system. . *** CONTACTS *** OWNER (303)520-3558 GAWRYCHOWSKI RICHARD ERIC 160040 Photon Brothers SUB (844)727-6527 f)atab Raichart *** PARCEL INFO *** USE: UA / Unassigned ZONE CODE: UA / Unassigned 0 / SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 *** FEES 0.00 Total Valuation 500.00 Residential Solar 500.00 ** TOTAL ** *** COMMENTS *** *** NEC and all CONDITIONS *** plans. Must comply with 2012 IRC, 2014 Approved per plans and red -line notes on p of Wheat Ridge Municipal Codes. Work is subject to field inspec applicable Citytions. applicable municipal codes, policies and procedures, MCIthe work described and approvoed n conjunction with I, by my signature, do hereby attest that the work to be performed shall comply with forall accompanyin approvowner ed plans and specifications= applicable building codes, and a ppor to e by the legal owner of the property and am authorized to obtain this permit and per this o the this ermrt. I further attest that I be le ally a O oed in this doclument and/or its' accompanying document ing approvsepd plans arties tand specificat ons. performed and that all wor to b p Circle one) Date Signature of OWNS o CONT C ( p pp se documents, and all applicable statutes, ordinaRne euesta fortexteot n . n must bemadeprocedures. writing and I. This permit was issued base on a ormation provided in the ermit application and accompanying cans and specifications an is subject to the compliance with th 2. This permit shall expire 365 days after the date of.issuance regardless of activity. q granted at the discretion of received prior to the date of expiration a ual to oAn tensionof no ne--half of the originalre n e 8mitdfee made�beomt shall be subject to the shandardf Building Official and may be subject to a q 3. If this permit expires, a new permit may be required to be obtained. ssuance of a new pred requirements, fees and proceduresfor aof any new permit. Re -issuance or extension of expi c flow of water withoutiprior ts is and sthe secific approval the Chief Building Official and is guaranteed. 4, No work of any manner shall be performed that shall results in a change Division the naturaq ic 5, The permit holder shall notify the or clonceal work and w thout wrection itten approval of such work from he Building policy diInspectcion Services inspections and shall not pr ocee Division.roval y 6. The issuance or grantingrodi ordinance or regulation of this jurisdiction. dbe permit al of work is subject tontield inspection.ion of applicable provision o any applicable code Ri any o ctu Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY- FOR OFFICE USE ONLY I City of Date: Wheat*dge COMMUNITY DEVELOPMENT Plan/Pennit# Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatrid4e.co.us Building Permit Application ' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ' Property Address: 3506 Ames Street Property Owner (please print): Richard Gawrychowski Phone: 303-520-3558 Property Owner Email: rickski36@gmail.com Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Photon Brothers Contractors City License #: 160040 Contractor E-mail Address: nick@photonbrothers.com Sub Contractors: Phone: Phone: 303-513-9269 Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT %OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, Including current use of areas, proposed uses. square footage, existing condition and proposed new condition. appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft.1LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 25,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record, that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 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 perforin the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE.- (OWNER) (CONTCTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: Nick Rodriguez ZONING COMMMENTS Reviewer BUILDING DEPARTMENT COMMENTS Reviewer PUBLIC WORKS COMMENTS e`® Reviewer y� � ZG�LGG SIGNATURE: (/ DATE: 12/$/17 PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION V SPRINKLERED r i OCCUPANT LOAD //.1 Building Division Valuation: $ 4510,3c)� GODWIN ENGINEERING AND DESIGN, LLC .64, ' city of 4732 Nichols Creek Road, Milton, FL 32583 1 (850)712-el� COMMUIVttY DEVELOPMENT December 6, 2017 To: City of Wheat Ridge Building Permits 7500 W. 29th Ave Wheat Ridge, CO 80033 Ph: (303) 235-2876 APPROVED Reviewed for Code Compliance Re: Gawrychowski Residence - Roof Mount PV Ins•atkm The;.,suance of a pemirt w approvolofplom speufkations 3506 Ames Street andcomputoauns shall not be a perm;t for, oranopprovolof, anyviolotionto any of the provslom of the building code or of any City ordinances. Permits Wheat Ridge, CO 80212 presuming to give authority to violate of cancel the provisions of the Building codes or other ordinances of the City shall not be valid. Plans Examiner, This letter is regarding the installation of a new roof mounted Solar PV system on the existing residential structure at the address above. I have analyzed/reviewed the attached plans and have determined that the roof mounted PV system is in compliance with the applicable sections of the following Codes as amended and adopted by the City of Wheat Ridge: 2012 International Building Code, IBC 2012 International Residential Code, IRC ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures 2014 National Electrical Code Per 2015 IBC, the Roof Mounted PV system will be subject to the following design criteria: Design Wind Speed(V.it)-105mph 3sec gust, Ground Snow load(Pg) - 30psf, Exposure Category - C The PV System consist of PV modules, railing, and connection hardware. The system will add a dead load of approximately 3 psf to the roof. The existing roof structure consist of 2" x 6" rafters at 24" O.C. The existing structure will be adequate for supporting the additional PV dead load, snow and wind loads. The securement method of the PV system is to be flush mounted to the asphalt shingle roof with Sunpower Invisimount flashings/attachments. The flashings/attachments are the Sunmodo EZ Standoffs. The standoffs can be attached up to 72" apart and should be staggered, where possible, to allow distribution of the design loads evenly to the structure. The standoffs shall be installed with a min. 5/16" lag screw with minimum 2-5/16" thread length. Please note that only a portion of the roof structure was reviewed. The engineer of responsible charge shall not be responsible for any existing flaws and/or defects that may currently exist or may be caused by the proposed installation. Please contact me if you have any questions. Sincerely, D. Chad Godwin, PE 52767 Exp. 10/31/2019 RECEIVED JAI 1 Q 2018 Per G�'Pp0 lI�F2 �. •o • ° 52767 Zi 2 FSS�ONA1-ENG\ Donnie"' a7""signedby Donnie C Godwin 2018.1.2 Godwin Date::0636-06'0 13:06:36 -06'00' (1) 01 Q, Q) Q) 0 C— U U Q) 4- -N O ra 0 N a D 6 U 0 -i- O lei - L J. i_ � 4 Overhead View r `fie Location Map City of �/c� v�n,�fC oev�wv�lw�2 7506 Ames Sreei� APPROVED for cafe %rne,ftce mer&awe ., n.rIb n? aerk yssditof erwit 7nree5iidnc,'e`q.pe-4'6r'b6MrovolofPb'"speci/kot" onacowwwct ions sw not be, a Permit for or on omovak -W wabton fp - owyaf ow Provisiom gdie bLw&ng code or of ww cg y orcinwmes. Moria - peUWW" to give aarbwhy to violate of conttl the PiavW" of the SWift codes or otha or6nonces of the city SW not be MW Roof Mounted Grid Tied PV System 8.64 kW (DC) Gawrychowski ,aimXcel • s��a • r�J�Fi6eFm t�BFiG a�w ' 0 hsc«.c er=an Tilt: 23, 10° Azimuth: 90° Mean Roof Height: 28' Proposed Array Location All Work to be in Compliance with: 2014 National Electrical Code (NEC) 2012 International Residential Code (IRC) 2012 International Building Code (IBC) 2012 International Fire Code (IFC) 2012 International Mechanical Code (IMC) 2012 International Plumbing Code (IPC) = ASCE/ANSI 7-10 Minimum Design Loads for Buildings and Other Structures AHJ — City of Wheat Ridge CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1-844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L -Foot Datasheet PV -11 L -Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter System Specifications 24 x SPR -X22 -360 -D -AC PV Modules Roof Pitch - 23, 10° Roof Azimuth - 90° Mean Roof Height - 28'ft Residential Site Conditions Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. PV arroy to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load ,evenly. Revisions No. Revision/Issue Date Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36©gmail.com Michael Deese w.. 01/09/2018 Cover Page ems. N/A PV -01 LL• �1 n 0 N a _O n Roof Load Calculations Roof: 24 Panels Penetration Spacing: 72" Max PV Area, Single Module: 17.76 SQ FT PV Area Array Total: 426.2 SQ FT PV Panel Weight: 45.5 lbs Mounting Hardware Weight: < 5 lbs/panel Entire Weight on Roof:(45.5 x 24) + (5 lbs x 24) = 1,212 lbs 1,212 lbs / 426.2 SQ FT = 2.8 lbs/SQ FT PV SYSTEM All new electrical equipment placement is N optional. Final placement will be determined upon system installation. (Electrical equipment size exaggerated for clarity.) PV Array not to disrupt attic vents or plumbing vents. Array to span or extend termination plumbing vents without any House impact on their functionality. — (N) PV Supervisor N) 125A AC Combiner w/ (1) 20A 2P brecker (1) 40A 2P breaker 60A AC UTILITY Blac ed Disconnec (with rapid shutdown) (N) PV Production Meter (E) Xcel Utility Meter (N) 24 x SPR–X22-360–D–AC PV Modules 5' —1 Y4" 3'-5Y4" CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER`` by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1 —844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 101 Roof Azimuth — 900 Mean Roof Height — 28'ft id Snow Load = 30 PSF n Wind Speed = 105 MPH and > u r e ( C ) ng Material is Asphalt Shingle ing is 2" x 6" trusses every 24" O.C. Securement Method PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load Revisions No. Revision/Issue Date Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com Michael Deese e 01/09/2018 S� Plan, s� Scale PV ' CO2 Am n a 4-1 _O n Roof Load Calculations Roof: 24 Panels Penetration Spacing: 72" Max PV Area, Single Module: 17.76 SQ FT PV Area Array Total: 426.2 SQ FT PV Panel Weight: 45.5 lbs Mounting Hardware Weight: < 5 lbs/panel Entire Weight on Roof:(45.5 x 24) + (5 lbs x 24) = 1,212 lbs 1,212 lbs / 426.2 SQ FT = 2.8 lbs/SQ FT PV SYSTEM All new electrical equipment placement is optional. Final placement will be determined upon system installation. (Electrical equipment size exaggerated for clarity.) PV Array not to disrupt attic vents or plumbing vents. Array to span or extend termination plumbing vents without any impact on their functionality. 8,_5,2„ 17'-4" House Panels are olaced at least 3' below ridae. and WILL NOT exceed the overall height or roof pitch of the current structure. 0 3' Setbacks CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNPCWER' by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1-844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Dotosheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 10° Roof Azimuth — 901 Mean Roof Height — 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load Revisions No. Revision/Issue Date -ftj�— Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36©gmail.com Michael Deese m.. 01/09/2018 Roof Plan scale PV -03.1 (1) U) 0 N 0 W tl d - N L(7 N E _O n 00 0 N 12 O N 0 _O n Roof Load Calculations Roof: 24 Panels Penetration Spacing: 72" Max PV Area, Single Module: 17.76 SQ FT PV Area Array Total: 426.2 SQ FT PV Panel Weight: 45.5 lbs Mounting Hardware Weight: < 5 lbs/panel Entire Weight on Roof:(45.5 x 24) + (5 lbs x 24) = 1,212 lbs 1,212 lbs / 426.2 SQ FT = 2.8 lbs/SQ FT PV SYSTEM All new electrical equipment placement is optional. Final placement will be determined upon system installation. (Electrical equipment size exaggerated for clarity.) PV Array not to disrupt attic vents or plumbing vents. Array to span or extend termination plumbing vents without any impact on their functionality. Garage 2, E3 CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you ore not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER' by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1-844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L -Foot Datasheet PV -11 L -Foot Datasheet 2 PV -12 Grounding Dotasheet SL -01 Structural Letter 24 x SPR -X22 -360 -D -AC PV Modules Roof Pitch - 23, 10° Roof Azimuth - 90° Mean Roof Height - 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. array to be flush mounted to Asphalt igle roof with SunPower InvisiMount. hing/Attachments are SunModo EZ with (doff. Standoffs are spaced up to 72" rt and staggered to distribute load Revisions No. Revision/Issue Dote E I I Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36®gmail.com Michael Deese m..� 01/09/2018 Roof Plan scale PV -03.2 0 4- O n N E 4_1 0 n Do 0 N :l 4- 0 n 1) The self—contained metering will be in compliance with the most recent revision of the Xcel Energy Standard; specifically section 4.11. 2) The PV production mete will be required to have the PV generation wired to the line side terminals (top of meter block). 3) The meter socket for the PV production meter shall be marked with a stamped brass, aluminum, or stainless steel tag, indicating the address including the unit, typically "PV PROD" in accordance with requirements for "Meter Identification" in section 4.14.4 of Xcel Standard. 4) The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this cannot be accomplished, a site plan showing proposed equipment locations shall be submitted for review. The local meter shop must approve the site plan for the application approval; site meetings can also be arranged. 5) AC Disconnect is to isolate utility production meter per utility requirement. 6) A placard at the utility net meter will describe the location of the AC Disconnect and the Production Meter if they are not grouped together. 7) A 200 Amp self—contained lever bypass meter socket to be provided for Xcel PV Production Meter. 8) 20OA/240VAC Utility Meter to be placard "Photovoltaic System Connected." 9) The AC Disconect shall be accessible. lockable, visible from the net meter, and placard "Utility Photovoltaic Disconnect." String #1 8 x PV Modules String #2 8 x PV Modules String #3 8 x PV Modules Wire Schedule Tag Qty Size Type Ground Length Conduit A 3 #12 Engage #12ir 5'-25' Faree Cable B 2 #12 THWN-2/ #12 10-30' 1/2" Romex C 26 # Aluminum Duplex # 10 10-30' Free air/1 " D 3 #6 THWN-2/ #10 3' 3/4" Romex PV Array 24 x SPR—X22-360—D—AC rAC- Modules 60A AC Non—fused Utility Disconnect (with rapid shutdown) Interconnection 120% Rule - 705.12(D)(2) Utility Feed + Solar Backfeed Buss Rating x 120% 200A x 120% = 240A 200A Main + 40A Solar = 240A Photovoltaic System Connected Utility Meter 120/240V Xcel 125A AC Combiner 200A Main 240V PV Circuits only Utility Photovoltaic Service Panel J—Box(es) Disconnect 200A =0=0 (A) (C) - 40A 40A 20 ei •� 0 i®I _=0=U • • -I f \ 20A (N) W I W ` .0006 M) Engage Cable L1 —Black L2—Red _ 2—Wire AC GND—Green (B) . 200A PV Production Meter Notes #6 —All conductors to be copper unless noted otherwise. —Installation to meet minimum requirements of the 2014 NEC except where required otherwise by local code specifications. —Interconnect breaker shall be within visual proximity of the inverter. —Maximum voltage calculated with temperature coefficient of—0.35%/C°. —All grounding electrode conductors shall be installed in single continuous lengths except where spliced by irreversible connector or exothermic weld. —All rooftop conduit to be installed at least 1" above roof. Bare Copper to Rod 20A PV Monitor (Hard Wired) CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. (E) SUNP WER`a by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1 —844—PB—SOLAR Generol Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 10° Roof Azimuth — 901 Mean Roof Height — 28'ft Residential and Snow Load = 30 PSF ign Wind Speed = 105 MPH and osure ( C ) ifing Material is Asphalt Shingle ming is 2" x 6" trusses every 24" O.C. array to be flush mounted to Asphalt tgle roof with SunPower InvisiMount. hing/Attachments are SunModo EZ with idoff. Standoffs are spaced up to 72" rt and staggered to distribute load Revisions No. Revision/Issue Date ft.j��-"ft- Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com my Michael Deese '""Electrical 01/09/2018 Diagram _� N/A PV -04 Co' (1) 4- 0 Ism 4-1 0 n Co 0 N 111 4-1 _O n Module specifications SUNPOWER SPR—X22-360—D—AC Nominal power 360 W TEMP CoEFF (VOC) —29% VMP 59.1 V IMP 6.09 A VOC 69.5 V ISC 6.48 A Height 61.3" Width 41.2" Depth 1.8" Area 17.53 SQFT Weight 41 Lbs. MAX fuse rating 15 A System Labeling Specifications Max DC voltage 600 V DC max current N/A DC oper. voltage N/A Rated AC oper. current 31.9 A AC nominal voltage 240 V Max AC current 39.9 A Inverter 1 Specifications Max DC voltage 600 V DC max current N/A DC oper. voltage N/A DC oper. current N/A FAC nominal voltage 240 V Max AC current 39.9 A System labeling Photovoltaic AC disconnect Rated AC output current 31.9 A Nominal Oper. AC voltage 240 V Inverter AC Currents AC currents: Continuous output current * # of panels per string. in AC Combiner Panels Current Total for String String #1 8 1.33 10.6 String #2 8 1.33 10.6 String #3 8 1.33 10.6 Max Inverter AC Currents String #1 8 10.6 13.3 String #2 8 10.6 13.3 String #3 8 10.6 13.3 OCPD size String #1 & #2 = 40A 2P Breaker in AC Combiner String #3 = 20A 2P Breaker in AC Combiner OCPD size (24 Panels * 1.33A) * 1.25 = 39.9 A 40 A 2P Breaker in MSP Inverter 1 Voltages AC Output = Continuous output power 320 W / Continuous output current 1.33 A 240 VAC Temperatures (C°) Ambient high temp. 31 Extreme low temp. —14 Temp. rise for voltage calculations 48 Temp. adjustment for conduit in roof j 22 Inverter Labeling Specification SUNPOWER SPR—X22-360—D—AC Nominal VAC 240 V Output @ 240V (Min./Nom./Max) 211/240/264 Output power factor 0,99 Operating frequency 60 Hz AC max continuous output current @ 240V 1.33 A AC max continuous output power 320 W DC/AC CEC conversion efficiency 96% Max units per branch circuit © 240V 12 (Single phase) Max fuse rating 20 A CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER`r by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1 —844—PB—SOLAR General Notes Roof Mounted Grid Tied PV S,sv tem 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 10° Roof Azimuth — 90° Mean Roof Height — 28'ft Residential id Snow Load = 30 PSF n Wind Speed = 105 MPH and cure ( C ) ig Material is Asphalt Shingle ng is 2" x 6" trusses every 24" O.C. array to be flush mounted to Asphalt igle roof with SunPower InvisiMount. ;hing/Attachments are SunModo EZ with idoff. Standoffs are spaced up to 72" rt and staggered to distribute load Revisions No. Revision/Issue Date Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36©gmail.com Michael Deese Electrical 01/09/2018 Calculations _� N/A PV -05 Q) 0 c— C) IM 7D N Z O t7 n DO O N a 4- 0 n NOTES: 1) Utility Meter Xcel 2) 200 A Exterior Main Service Panel **20A 2P for Monitor hard wired in MSP** 3) PV Production Meter 4) Utility AC Disconnect -60A -lockable blade (with Rapid Shutdown) 5) 125A AC Combiner Panel w/ (3) 20A 2P Breakers 6) PV Supervisor -Monitor **No labeling required for PV Supervisor** 7) PV Array **No Labeling required** I At WARNIN OS I I PHOTOVOLTAIC SYSTEM COMBINER PANEL ' DO NOT ADD LOADS PHOTOVOLTAIC SYSTEM AAC DISCONNECTA ® RATED AC OUTPUT CURRENT 31.9 A NOMINAL OPERATING AC VOLTAGE 240V ® Utility Photovoltaic Disconnect O O SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN u TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY O Photovoltaic System Connected CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER" by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1 -844 -PB -SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 101 Roof Azimuth — 901 Mean Roof Height — 28'ft Residential id Snow Load = 30 PSF n Wind Speed = 105 MPH and oure ( C ) ig Material is Asphalt Shingle ng is 2" x 6" trusses every 24" O.C. array to be flush mounted to Asphalt igle roof with SunPower InvisiMount. ;hing/Attachments are SunModo EZ with idoff. Standoffs are spaced up to 72" rt and staggered to distribute load Revisions No. Revision/lesue Date L I � � Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com Michael Deese 01/09/2018 Site Labels s� N/A PV -06 N U) N N i Q) 0 C_ O M cell n DO 0 N O n Design -Driven Advantages 41 module aesthetics and efficiency' unmatched module reliabilltyl No electrolytic capacitors 25 -year Combined Power and Product Warranty California Rule 21 Phase 1 compliant Maximize Value for Roof Size system for roof, not string inverter Optimize performance of each module Expand Deployment Options Complex roofs and partial shading Small systems System expandability Simplify & Speed Installation Factory -integrated rnicroinverter Robust, double ockng AC connectors Design flexibility offsite and onsite No DC string sizing process Fewer installation steps than competing systems Intuitive commissioning Component of Complete System Built for use with SunPower' InvisiMount" and the SunPower Monitoring System (PVS5x) Superior system reliability and aesthetics Optimize System and Installation Efficiency (a SERIES SunPower AC modules, which include a factory-'ntegraied SunPower rnicroinverter, provide a revolutionary combination of high efficiency reliability, and module level DC to AC power ccnversijn. Designed specifically for use with SunPower Inv,siMoontr"I and the SunPower Monitoring System, SunPower AC modules enable rapid installation, best in class system aesthetics, and intuitive visibility into system performance All this comes with the best Combined Power and Product Warranty in the industry. Grid Support Utility -Interactive Smart Inverter SunPowel's new Type D AC module n UL tested and cettified to 1174 1 SA and provides advanced sri inverter functions_ SunPower type D AC modules are fully compliant with the Caa*ornia 4JIe 21 Phase 1 requirements, and the Rule 21 grid pr of ie is easily set during commissioning with SunPower PVSSx monitoring hardware sunpower.com frame Class 1 black anod zed (highest AAMA rating) Weigh: 45.5lbs (20.6 kg) Recommended Max 3 in (31 mm1 Module SpdC � HKIE,t 011 3,200 I: Sf. pd Y to od ll' 111, 2014 Yl rock in F1' Y,ft c DI I- lily In to: 1 P,1'li1 Repot,Fir 1'.111 Cs F 12013_ F1r r,,;l of thy_top Compedu,Z eeof'T�,pr N.uiuie Df,i; r1Aei,,. Rd ' S.nP, .,' hit, pope,'. FeF. 2(1 See wxw.sunp—, co-ok:, fol deta,, Fal y Pt 15 a 2074d F Il cLl g5 CAR dA h tt y J Of 1 WLA g 4a d dTe t 0000 vj/r,l -d e AM 1.5.25 C) NR.L f dale-. AM LAC Fr doge. Al;CC hg I;eo.,r do,.a M ,rt�j rx,wer vale .1--1 mit or: , -lip-1 confi c, for more rerrrenr" +oma,on f., more deta.is, see extended oatasheet www.s,moave:.cclntdeashe=s 2. mm In 102 int Y E [43.43. 61.7 Il nJ6 mm in) 1 roti 1 30 mm' � tt.Z 1n1 1 3 '61 3 r �1 1611.7 LEE Finao ......edtl r"' , 1n IS a i_I i_1 v _ ,1 .lel yiL. M."6 Fin P, r(ormmo: Typ"2 CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER`" by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1 —844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Dotasheet 2 PV -12 Grounding Dotasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 10° Roof Azimuth — 901 Mean Roof Height — 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load evenly. Revisions No. Revision/Issue Date nolsr — aea nes. Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com Michael Deese "'" Module 01/09/2018 Datasheet N/A PV -07 !EEE 1547a 2014' CA Rule 21' SRD Profile (default se:nngs) min /nom /max. m;n / nom. 1 Max I equency (Hz) 595 / 60 0 / 60 5 58 5160 0 /60 5 Power Power F�r 0.93 / 1.001 1.00 0 85 lead J 7.00 10 85 lag. Reactivc Power 169 Var Volt-VAr Voltage '2''40 V 21'1,.2 / 24C! 264 V -- - C+_G8 V 183 / 208 1228 3 V Max Current 9240 33A @1208 V 1 54 A DCiACCFC ConversionEfficiency @240V 96.0% 0208 V 95.5% Max. Units Per 20A Branch Circuit @240 V 12 (single phase) v 10 (two DDIe) wye Power 320 W, 320 VA No active phase balancing for 3 phase installations SPR -X22 -360 -D -AC_ Warranties and Certifications 25 year!imited power warranty Nominal Power" (Pnom) 466_w__ 21' veal invited product warranty UL Isted to UL 1741 SA SRDs IEEE 1547-200;. !EEE 1547a 2014. CA Rale 21 Phase 1 Power Tolerance �51 Avg _ Panel Efficiency'' 22.296 -erl C_oef (Power) -0.296/` C • Throe bypass d.odes PV Rai Shutdown Equlp•nerit Shade foie,ance Integrated module level maximum power point Ecuipment Gro.lnding - tracking - - -- - ui 6703, UL 9703 Connectors and Gabes (load break disconnection) Tested Operating conditions UL 1741 AC Module (Type 2 fire rating) Operating Temp. -40° F to .185° F (-40" C to +850 C) Cenifcatior<_ Erables installation in accordance with: Max. An bleat Temp `.22' F (50° C)NEC 690.6 Max. Load Wind. 62 13000 Pa 305 kglm%front & hack NEC 690.12 Rapid Shutdown (inside arid Snow 125 ps:', 6,000 Pa, 61 1 kg/rr2 front outside the array) NEC 690.15 AC Connectors, 690 33(A) (E)t1) Impact ReslstamCe " inch 125 min) diameter hail at 52 mph (23 rn/s) FCC and If, FS 003 Class B - When used with Itivisilvount racking (CJI, 2703): Solar Cells 96 Monocrystatiine Max=or Ger, 111 Integrated grounding ano bonding Class A G_re rated _ High -tram ri -ion tempered glass with anti- 1oat Glass ref,ec ive c atin� pip Test _ Potential Induced oegradaYTon free frame Class 1 black anod zed (highest AAMA rating) Weigh: 45.5lbs (20.6 kg) Recommended Max 3 in (31 mm1 Module SpdC � HKIE,t 011 3,200 I: Sf. pd Y to od ll' 111, 2014 Yl rock in F1' Y,ft c DI I- lily In to: 1 P,1'li1 Repot,Fir 1'.111 Cs F 12013_ F1r r,,;l of thy_top Compedu,Z eeof'T�,pr N.uiuie Df,i; r1Aei,,. Rd ' S.nP, .,' hit, pope,'. FeF. 2(1 See wxw.sunp—, co-ok:, fol deta,, Fal y Pt 15 a 2074d F Il cLl g5 CAR dA h tt y J Of 1 WLA g 4a d dTe t 0000 vj/r,l -d e AM 1.5.25 C) NR.L f dale-. AM LAC Fr doge. Al;CC hg I;eo.,r do,.a M ,rt�j rx,wer vale .1--1 mit or: , -lip-1 confi c, for more rerrrenr" +oma,on f., more deta.is, see extended oatasheet www.s,moave:.cclntdeashe=s 2. mm In 102 int Y E [43.43. 61.7 Il nJ6 mm in) 1 roti 1 30 mm' � tt.Z 1n1 1 3 '61 3 r �1 1611.7 LEE Finao ......edtl r"' , 1n IS a i_I i_1 v _ ,1 .lel yiL. M."6 Fin P, r(ormmo: Typ"2 CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER`" by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1 —844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Dotasheet 2 PV -12 Grounding Dotasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 10° Roof Azimuth — 901 Mean Roof Height — 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load evenly. Revisions No. Revision/Issue Date nolsr — aea nes. Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com Michael Deese "'" Module 01/09/2018 Datasheet N/A PV -07 N 4_1 -"� O lea n DO 0 N a _O n If:: Simple and Fast Installation Integrated module -to -rail grounding Pre assembled mid and end clamps Levitating mid clamp for easy placement Mid clamp width facilitates consistent, even module spacing Simple, pre -drilled rail splice UL 2703 Listed integrated grounding Flexible Design Addresses nearly all sloped residential roofs Design in landscape and portrait Rails enable easy obstacle management Customer -Preferred Aesthetics #1 module and #1 mounting aesthetics Best in system aesthetics Premium, low -profile design Black anodized components Hidden mid clamps and end clamps and capped, flush rails Part of Superior System Built for use with SunPower DC and AC modules Best -In -class system reliability and aesthetics Combine with SunPower modules and monitoring app Elegant Simplicity SunPower- InvisiMount'" is a SunPower-designed rail -based mounting system. The InvisiMount system addresses residential sloped roofs and combines faster installation time, design flexibility, and superior aesthetics. The InvisiMount product was specifically envisioned and engineered to pair with SunPower modules. The resulting system level approach will amplify the aesthetic and installation benefits for both homeowners and installers. sunpower .com U� Module" / M!d Clamp anc P", I irmsivlount Component Details Module' I End Clamp a«d Ha+ — PW Rail g Rall Splice Grnurn I.:g Assembly tn:., �1 ft�._Wo J4, Mid Clamp lilac« i d ta!n-ess [ el ArSI 304 63 o t2 Z uz) Er a C'.arnp Elar2 odnd al,.m!n,;m alloy 606375 ' 10 x,,3.58 ozi Rail B!a� F a��odzed al,:nfinun! atloy 6<;Oq T6 830 grn (9 utJCU Rail Spice Alt,rr:num alloy 6005 TS 830 nim (9 ozlftj G mound L.ag s embly 3Gt ; a �I =ss (,A[ 70._h- ti- plated �oppe I, q; Oti .'n' f3J5 o?I P-. ('P Blark acetal {POM)copol,mer 704gID_37 oz) Compos;our Sh!ngle Rd;te" Attadir-It App �c�tin G�� ;iur Shu oot Deckn, Att3c,n,,•11 • Grveo and Flat TI!e Rno€Attachment U"'Je! 5a11,'te7 face r0l Other Roof A,teclimei=L- nvisiI,.l)unt Operating Co. Inv isitvlount Vbarranties Ard Certifca Root Attachment Hardware' . Document #509506 RevC CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER`" by Photon Brothei s 3217 W Hampden Ave. Sheridan, CO 80110 1 —844—PB—SOLAR General Notm Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L–Foot Datasheet PV -11 L–Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR–X22-360–D–AC PV Modules Roof Pitch – 23, 101 Roof Azimuth – 90° Mean Roof Height – 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load evenly. Ill Revisions No. Revision/Issue Date Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com Michael Deese Mounting 01/09/2018 Datasheet l N/A r V-08 N U7 tl ►i I L() N Lf� N E _O n 00 O N a L D O a 0 O n SUNP WER' Invisimount Span Tables Engineering Summary Letter The following tables list the allowable spacing of attachment points for the SunPower Invisimount mounting system. Loads on the system were calculated in accordance with ASCE 7-10, using the following parameters: • Risk Category II • System weight (including PV modules, rails, attachments, and wiring) = 2.84 psf • No live load acts on top of the PV modules • Wind speed & exposure as indicated in the tables • Roof height and slope as indicated in the tables • For wind load, topographic factor Kzt = 1.0, and directionality factor Kd = 0.85 per ASCE 7-10 Table 26.6-1 • Wind load coefficients per either wind tunnel testing or ASCE 7-10 Chapter 30 (see notes below tables) • Ground snow load as indicated in the tables • For snow loads, thermal factor Ct = 1.2 ("unheated and open air structures"), per ASCE 7-10 Table 7-3 • For snow loads, exposure factor Ce = 0.9 ("fully exposed"), per ASCE 7-10 Table 7-2 • For snow loads, slope factor Cs is determined per ASCE 7-10 Figure 7-2 assuming the array is an "unobstructed slippery surface' where snow is free to slide off the array Seismic short-term spectral acceleration (Ss) = 3.0g, maximum, and seismic site class = D, per ASCE 7-10 Section 11.4.2 • Seismic component importance factor Ip = 1.0 per ASCE 7-10 Section 13.1.3; seismic component response factor Rp = 1.5, and component amplification factor ap = 1.0, per ASCE 7-10 Table 13.5-1 and 13.6-1; seismic loads are calculated per ASCE 7-10 Chapters 11 and 13 Load combinations per ASCE 7-10 Chapter 2 The maximum allowable spans shown in the tables are based on the calculated loads and the capacity of the rail and the attachment, determined by analysis and testing in accordance with IBC 2012/2015 and referenced standards. Bending strength of aluminum rails is calculated according to the Aluminum Design Manual 2010 Section 8.3.2.1 (LRFD) • The strength of attachments to the L foot roof attachment hardware is based on product information from the attachment manufacturer • The strength of the lag screw in withdrawal and shear is calculated according to the National Design Specification (NDS) for Wood Construction, 2010 • The maximum allowable attachment spacing is calculated by checking the demand/capacity ratios for bending in the rail and tension, compression and shear on attachments for all required load combinations. The reported maximum allowable spacing is the greatest spacing, rounded down to the nearest 2 -foot increment, for which the demand/capacity ratios are less than or equal to 1.0. " These tables do not consider the strength of the supporting roof structure. In areas of low snow load, the weight of the array is often considered to offset the design live load of the roof, since SUNPOWER' personnel and equipment cannot be placed on top of the array. It is recommended to stagger attachment points, as shown in Figure 1, to evenly distribute loads to the rafters. CANTILEVER OF RAIL AND ATTACHMENT SPACING MODULE BEYOND LA57 (CENTER -TO CENTER) ATTACHMENT Figure 1 • These tables assume that each module is installed centered over a pair of rails, as shown in Figure 2(a). In cases where one rail is closer to the midpoint of the module, as shown in Figure 2(b), adjustments to the spacing may be required. MODULE. TVP T RAIL, TYP EQUAL EQUALL (vl Figure 2 Please contact SunPower for any further technical information which may be required. CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER` by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1 -844 -PB -SOLAR General Notes Roof Mounted _Grid Tied PV S, sy tem 8.64 kW DC at Inverter(s) —02 Site Plan —03 Roof Plan —04 Electrical Diagram —05 Electrical Calculations —06 Site Labeling —07 Module Datasheet —08 Mounting Datasheet —09 Mounting Datasheet 2 —10 L—foot Datasheet —11 L—Foot Datasheet 2 —12 Grounding Datasheet —01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 10° Roof Azimuth — 901 Mean Roof Height — 28'ft Residential Site Conditions Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. Securement Method PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load Revisions No. Revision/Issue Date flow Ran — Awl. Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36©gmail.com Michael Deese Mount i n g Oft 01/09/2018 Datasheet 2 N/A PV -09 N +' O n Do O N 0 SUNM%OAWLJ The EZ Roof Mount Kit with L -Foot for shingle roofs, exceeds the competition in quality, reliability and price. The kit has been certified under IAPMO ES for watertight compliance UL 441 criteria, and it is l00% compliant with International Building Code (IBC) and International Residential Code (IRC). SunModo's EZ Roof Mount kits meet the following building codes that apply to the installation of roof top mounts and Solar PV systems. IBC (International Building Code): 1503.2. Flashing shall be installed in such a manner so as to prevent moisture entering the wall and roof through joints in copings, through moisture- permeable materials and at intersections with parapet walls and other penetrations through the roof plane. 1503.2.1 Flashing shall be installed at wall and roof intersections, at gutters, wherever there is a change in roof slope or direction; and around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than o.o19 inch. I 15o6.1 The requirements set forth in this section apply to the application of roof -covering materials specified herein. Roof coverings shall be applied in accordance with this chapter and the manufacturer's installation instructions. Installation of roof coverings shall apply to the applicable provisions of Section 1507. 15o6.2 Compatibility of Materials. Roofs and roof coverings shall be of materials that are compatible with each other and with the building or structure to which the materials are applied. 1506.4 Product Identification. Roof covering materials shall be delivered in packages bearing the manufacturers identifying marks and approved testing agency labels required in accordance with Section 1505 Bulk shipments of materials shall be accompanied with the same information issued in the form of a certificate or on a bill of lading by the manufacturer. 1507.2.9 Flashings. flashings for asphalt shingles shall comply with this section. Flashing shall be applied in accordance with this section and the asphalt shingle manufacturer's printed instructions. 1507.8.7 At the juncture of the roof and vertical surfaces, flashing and counter flashing shall be provided in accordance with the manufacture's written installation instructions, and where of metal, shall not be less than o.o19 inch (0.48mm) (No, 26 galvanized sheet gage) corrosion -resistant metal. SunModo Corp 11905 E 51' Street, Suite A I Vancouver, WA 986611360-844-0046 Document Number D10033-VO02 1 ©2015 - SunModo Corp. SUNK41off" IRC (International Residential Code): Chapter 23 Solar Systems M2301.2 Installation: Installation of solar energy systems shall comply with Sections M2301.2.1 through M23o1.2.9. M2301.2.2 Roof -mounted collectors: The roof shall be constructed to support the loads imposed by roof - mounted solar collectors. Roof -mounted solar collectors that serve as a roof covering shall conform to the requirements for roof coverings in Chapter 9 of this code. Where mounted on or above roof coverings, the collectors and supporting structure shall be constructed of noncombustible materials or fire -retardant - treated wood equivalent to that required for the roof construction. M2301.2.7 Roof and wall penetrations: Roof and wall penetrations shall be flashed and sealed in accordance with Chapter 9 of this code to prevent entry of water, rodents and insects. R9o1.1 Scope: The provisions of this chapter shall govern the design, materials, construction and quality of roof assemblies. R903.1 General: Roof decks shall be covered with approved roof coverings secured to the building or structure in accordance with the provisions of this chapter. Roof assemblies shall be designed and installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. R903.2 Flashing: Flashings shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. R903.2A Locations: Flashings shall be installed at wall and roof slope or direction around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with the thickness of no less than o,o19 inch (0.5 mm) (No. 26 galvanized sheet). R905.2.8 Flashing: Flashing for asphalt shingles shall comply with this section. R905.2.8.5 Other Flashing: Flashing against a vertical front wall, as well as soil stack, vent pipe and chimney flashing, shall be applied according to the asphalt shingle manufacturer's printed instructions. California Building Standards Code: Title 24, Section 1503 In Section 1503.2 "Flashings shall be installed in such a manner so as to prevent moisture from entering the wall and roof through joints in copings, through moisture permeable materials, and at intersections with parapet walls and other penetrations through the roof plane." In Section 1503.2.1 "Flashings shall be installed at wall and roof intersections; wherever there is a change in roof slope or direction; and around roof openings. Where flashing is of metal, the metal shall be corrosion - resistant with a thickness of not less than o.o19 inch (No. 26 galvanized steel)." U.S. Patent Number 8,122,648 SunModo Corp 11905 E 5" Street, Suite A I Vancouver, WA 986611360-844-0046 Document Number D10033-VO02 102015 — SunModo Corp. CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WERO by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1-844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Datosheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter System Specifications 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 101 Roof Azimuth — 90° Mean Roof Height — 28'ft Residential Site Conditions Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. Securement Method PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load evenly. Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36®gmail.com Michael Deese s.. L—Foot 01/09/2018 Datasheet s� N/A PV -10 (1) U? N N �1♦ 0 to N Ln O E I- 4- _O n co O N 4- 0 n SUNMwA'W"6 WITHDRAWAL PULL OUT CAPACITIES FOR SUNMODO'S ROOF ATTACHMENT PRODUCTS EZ Roof Mount K1oo68 is certified for International Building Code and International Residential Codes (IRC) by IAPMO. Evaluation Report is 0248, structural test per ECo02-2011 and Rain Test per UL 441-96. Roof Attachment Products: Roof Penetration Count Kit Number Product Self - 06" Lag lapping Screw One Screw System K1oo68-XXX EZ Roof Mount Kits X K'0070 -XXX x Ktoo82-XXX EZ Metal Roof Mount Kits X Ktoo64-XXX X K1o211-001 RidgeBridge Mount Kits X K10212-001 X K10213-001 X Two Screw System K10142-001 EZ Metal Roof Mount Kits X K1o154-001 X K12002-001 EZ Corrugated Metal Mount Kits X K7o167-001 EZ Tile Hook Kits X K1o168-oo1 K70169-oo1 X X K10170-001 K10171-001 X - X K10172-001 X K10173-001 K10174-001 X X K10211 -XXX K10212 -XXX li Ridge Bridge Mount Kits X X K10213 -XXX x Four Screw System K1oo68-XXX X EZ Roof Mount Kits X K10070-xxx K12003-001 EZ Corrugated Metal Mount Kits , X SunModo Corp 11905 E 511 Street, Suite A I Vancouver, WA 986611360-844-0046 Document Number D10041 -V002 I ©2016 - SunModo Corp. SUNM"--*M,r greference withdrawal (Pull out design capacities (lbs.) in typical lumber: Douglas Fir, Larch Specific Gravity .50 56" Shaft per 1" thread 5/16" Shaft per 2-1/2"depth thread depth 266 665 Douglas Fir, South •46 235 588 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fir .46 .43 235 212 588 530 Hem, Fir (North) .46 235 588 Southern Pine .55 307 768 Spruce, Pine, Fir .42 205 513 Spruce, Pine, Fir (E of z million psi and higher grades of MSR and MEL) 5o z66 665 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Actual test data in Southern Pine: Test Load at 0.250 inch deflection:1,800 lbs. uplift (withdrawal); 240 lbs. lateral. Test Load at 0.125 inch deflection: 695 lbs. uplift (withdrawal); 130 lbs. lateral. See Uniform Evaluation Service Report 0248 for allowable load values and conditions. 2) Thread must be embedded in a rafter or other structural roof member. 3) See NDS Table 11.5.1 C for required spacing requirements, edge and end distances. See NDS Table 10.3.1 for all applicable adjustment factors. The PSF Corporation, a Nationally Recognized Laboratory, has tested our 4 screw mounting using four #15 screws into 1/2" 3 ply CDX plywood deck. The average maximum withdrawal resistance, pull out, value reported is 1147 Ibf. Screw manufacturers such as Simpson, OMG and most others have pull out values listed for their product. Consult your structural engineer to select the appropriate fasteners for your application. 0 L -Foot Hex Cap 5/16 X 4.5' Lag Bolt 4X Self - Tapping Roof Shoe i Y`w Cross section of EZ Roof mount attachment for composite roofs. Self -tapping screw, deck mounting, shown on the left. 4.5" lag bolt, rafter mounting, shown on the right. SunModo Corp 11905 E 511 Street, Suite A I Vancouver, WA 986611360-844-0046 Document Number D10041-VO02 1©2016 - SunModo Corp. CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WERG by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1 -844 -PB -SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datosheet 2 PV -10 L -Foot Datasheet PV -11 L -Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR -X22 -360 -D -AC PV Modules Roof Pitch - 23, 10a Roof Azimuth - 900 Mean Roof Height - 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load P'.0d w as � Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com Michael Deese Ow d. 01/09/2018 Datasheet 2 N/A PV -1 1 V) O N O 0 U T M O 4- O ei n Ln N Lf� N E 1— _O n 00 O N 12 4.1 O n 4.0 Grounding Ensure that you fully understand the grounding aspects in this section before proceeding. If installing InvisiMount on a metal roof, you must first ensure that the InvisiMount system is bonded to the roof in compliance with grounding methods as required by the AHJ. This section is intended to provide a well-rounded understanding of all aspects of grounding for SunPower AC Modules when they are installed on the SunPower@ InvisiMountTm Residential Mounting System; it contains excerpts from the SunPower 96 -Cell AC Module Design and Installation Guide (#515791); and the SunPower AC Module Safety and Installation Instructions (#51744); as well as references to the applicable NEC Articles and UL Standards. The InvisiMount system is Listed to UL 2703 for integrated grounding; SunPower AC Modules are a bonding component and are Listed to UL 1741. If you are installing SunPower AC Modules on the InvisiMount system (or any mounting system that is Listed to UL 2703 for bonding—not just for fire classification), no additional grounding hardware, lugs, or copper wire are required on the roof. • The SunPower AC Module is one of the components that bonds all of the metallic non-current carrying components in the system, and is Listed to UL 1741. e As part of UL 2703, only AC equipment grounding requirements apply—no DC system grounding requirements nor DC equipment grounding requirements apply. • The equipment grounding conductor (EGC) that's built into the AC Module cable system is sized appropriately and meets all of the AC equipment grounding requirements for the system. e The AC dedicated branch circuit wiring from the readily accessible disconnect to the array must include an equipment grounding conductor (EGC) in the same raceway or cable as the AC circuit conductors. This EGC must be connected to the green conductor of the transition cable, which is part of the AC module cable system. • The AC Module cable system is "daisy -chained" and therefore if a module is removed from a circuit (for service or replacement, for example), you must first disconnect all power and then install a temporary EGC to bridge the gap by inserting an AC extension cable or other means, in order to maintain effective ground continuity to subsequent modules. Disconnecting a module from the circuit removes voltage and ground from the other downstream modules in the circuit. Extreme care should be taken to ensure that no other energized sources are adjacent to these ungrounded modules. • Because the DC power is internal to the module, a grounding electrode conductor (GEC) for the module or array is not required. The existing AC GEC at the utility service serves as the NEC -required GEC for the structure. • The AC cable grounding path has been tested by an NRTL, and its electrical continuity from the AC cable ground pin to the module frame has been certified. • The AC Module interconnecting cable system provides an internal EGC for grounding the AC Modules. It is the installer's responsibility to ground any metallic mounting structure according to local code—recall that if you are installing AC Modules, the system provides grounding of the InvisiMount mounting structure and thus no supplemental grounding is required. • Neither the AC Modules nor the array require a grounding electrode conductor (GEC). The AC Modules must be connected to a dedicated AC branch circuit with an appropriately sized equipment grounding conductor (EGC). The equipment grounding conductor must be connected to a grounding electrode using the existing premises wiring system, typically originating at the building service entrance or service panel. • There is no neutral conductor in the AC Modules. Each AC Module has been designed and is Listed to operate without a neutral conductor. The reference to ground in the AC Modules is through the equipment grounding conductor (EGC). • The AC interconnecting cable system attached to each module's microinverter is fully insulated and includes an internal EGC. The grounding pin is longer than the others in the plug, providing a "first to make, last to break" connection sequence. • The green conductor in the transition cable ("trans cable") is connected to the EGC from the utility dedicated branch circuit ("house ground"). • The AC ground wire inside the microinverter terminates on the microinverter chassis with a bolted connection, and is environmentally sealed. • The microinverter chassis is bonded to the module frame with stainless steel hardware to provide ground continuity to the module frame. • Each receptacle has a ground pin that is longer than the circuit pins to ensure that the ground is the first to make contact when connecting a given plug–receptacle pair, and the last to break contact when disconnecting the pair. Each SunPower AC Module includes a factory -integrated microinverter (MI) that does not require a neutral wire to be connected to it for operation or for compliance with IEEE 1547. Power produced is conducted on the 1-1-1-2 240 VAC or 208 VAC grid connection. Utility interactive functions in the MI circuitry have been evaluated to IEEE 1547, and use the ground wire instead of the neutral to determine grid values. This functionality is part of its UL Listing. This product must only be connected to a single-phase system (L–L) of a premises with the neutral (N) bonded to ground at the service entrance per code. (The MI does not reference the N to ground internally, therefore this reference must be accomplished only at the service entrance.) Ensure that the installation site has a high-quality N -to -ground reference at the service. The MI determines L–N voltages based on measuring internally from L to the MI chassis, which is connected to the EGC. CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER` by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1-844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -06 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L—Foot Datasheet PV -11 L—Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23. 10° Roof Azimuth — 901 Mean Roof Height — 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModo EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load Revisions No. Revision/lasue Date Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36@gmail.com Michael Deese '"" Grounding 01/09/2018 Datasheet N/A PV -12 Q) U7 tv 0 Q) U C- U m Q) 4- +-1 O n L) N L(� CN E 4-1 _O n Eel Ism System Specifacations 24 x SPR—X22-360—D—AC PV Modules Roof Pitch — 23, 10° Roof Azimuth — 90° Mean Roof Height — 28'ft Residential Top Chord is 15.42' Span is 26' Webs are 10.8' and 4.6' Eave Overhang 1.5' Site Conditions Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. Securement Method PV array to be flush mounted to Asphalt Shingle roof with SunPower InvisiMount. Flashing/Attachments are SunModO EZ with standoff. Standoffs are spaced up to 72" apart and staggered to distribute load to every truss. I CONFIDENTIALITY NOTICE: These plans and any documents transmitted with them may contain PRIVILEGED or CONFIDENTIAL information and may be read or used only by the intended recipient. If you are not the intended recipient, please be advised that you have received this in error and that any unauthorized review, distribution, printing, or copying of these Plans or any attached files is strictly prohibited. SUNP WER by Photon Brothers 3217 W Hampden Ave. Sheridan, CO 80110 1-844—PB—SOLAR General Notes Roof Mounted Grid Tied PV System 8.64 kW DC at Inverter(s) Table of Contents PV -01 Cover Page PV -02 Site Plan PV -03 Roof Plan PV -04 Electrical Diagram PV -05 Electrical Calculations PV -O6 Site Labeling PV -07 Module Datasheet PV -08 Mounting Datasheet PV -09 Mounting Datasheet 2 PV -10 L -Foot Datasheet PV -11 L -Foot Datasheet 2 PV -12 Grounding Datasheet SL -01 Structural Letter 24 x SPR -X22 -360 -D -AC PV Modules Roof Pitch - 23, 101 Roof Azimuth - 901 Mean Roof Height - 28'ft Residential Ground Snow Load = 30 PSF Design Wind Speed = 105 MPH and Exposure ( C ) Roofing Material is Asphalt Shingle Framing is 2" x 6" trusses every 24" O.C. array to be flush mounted to Asphalt Igle roof with SunPower InvisiMount. hing/Attachments are SunModo EZ with (doff. Standoffs are spaced up to 72" rt and staggered to distribute load Revisions No. Revision/Issue Date Gawrychowski 3506 Ames Street Wheat Ridge, CO (303)520-3558 rickski36®gmail.com Michael` DeeseStructural 01/09/2018 Letter N/A SL -01 City of Wheat Ridge Residential Roofing PERMIT - 201702416 PERMIT NO: 201702416 ISSUED: 06/23/2017 JOB ADDRESS: 3506 Ames ST EXPIRES: 06/23/2018 JOB DESCRIPTION: Residential Re -roof to install Atlas Pinnacle asphalt shingles - 22 sq. *** CONTACTS *** OWNER (303)525-6987 GAWRYCHOWSKI RICHARD ERIC SUB (303)757-5555 Brian Cung 100121 Rocky Mountain Roofing & Rest. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,654.00 FEES Total Valuation 0.00 Use Tax 118.73 Permit Fee 140.90 ** TOTAL ** 259.63 *** 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 A% -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 manufacturera€'"s 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's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge ` Residential Roofing PERMIT - 201702416 PERMIT NO: 201702416 ISSUED: 06/23/2017 JOB ADDRESS: 3506 Ames ST EXPIRES: 06/23/2018 JOB DESCRIPTION: Residential Re -roof to install Atlas Pinnacle asphalt shingles - 22 sq. [, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am 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 pennit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfoirt�ped and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature,6f OWNER o4kONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying)tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This pennit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be perfonned that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildingicial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick ��i G� From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 13, 2017 10:31 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application (, Residential Roofing Permit Application 3 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. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3506 Ames St. Wheat Ridge, CO 80212 Property Owner Name Richard Gawrychowski Property Owner Phone 303-525-6987 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Rocky Mountain Roofing & Restoration Contractor's License 100121 Number (for the City of Wheat Ridge) Asphalt Contractor Phone 720-490-5747 Number Contractor Email Address edith@rkymntroofing.com (permit pick-up instructions will be sent No to this email) Retype Contractor Email edith@rkymntroofing.com Address Field not completed. 7 Y ' I U M EelCi 9ITiT161 V:/ Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing Remove & Replace comp. shingle with Atlas Pinnacle Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 22 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 22 SQ roofing material for this project i Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) Including 2 garage & shed 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 Edith Salcedo Email not displaying correctly? View it in your browser. 3 1685 S. Colorado 91vd. Unit S- 1, 76 Denver, CO 80222 Customer: r Insurance Co.: Address: Claim No.: City, ST, Zip: jaa'u� C Policy Phone: Adjuster: E -Mail: Phone: Contract Addendum Tear Off Select Roof Style lVent Sept ,024� 44,-_�4o,wr-cLf Roof Color _5"" no,, Nfiah Color A - Select &ZA initials Drip Edge Select ,1&4k� Initials Undorlayment select A 4 L Pitch Select k /1,2 Two Story Select Valleys Open Select Closed Select Pipe Jacks Se,07-7,, —7,'T' "t TCaps Select Ll inspect roof surface for rotted or damaged decking, [IL011 Yard with Magnetic roller, (SOMe, nails will remagitn,) Low Slone Snermit-minne Off Select C, -,"i8 Prower Wash Select fled Select €i SPF Foam Select I Base Select I Cap Swect ('I- Al A 00 &0j/ -A3 e Upon approval, Rocky Mountain Roofing & Restoration will perforai the repairs or replacements per insurance Specificadons and pricing at no out of pock expense other than CUSU)MWS ded0dible, non-recoverable depreciation, or any non-insured upgrades authorized by Customer in wr'"g'SUPPlemental items authorised by Custurner's insurance company for additional work, increases in costs, squares, linear and unit costs including overhead and profit and minimum service charges are pan of this contract as if they are contained herein. We hereby propose to furnish all materials and labor in accordiinance with the above specifications for the sum of: General S Gutters Select Siding Select Painting Select A/C Units Selo Windows S e I ejci�'' Garage Door Select Interior —select Miscellaneous Select i1ol Please make all checks nav able, exp u-1- $ Current contract amount Deposit amount (Insurance ACV amount) 14 2 3 7 Due upon execution of this addendum $ Estimated Final Payment Plus any and all supplements This agreement, on the face hereof and any agreement mode prior pursuant thereto between Rocky Mountain Roofing & Restoration and customer will be subject to all 4ppropriate laws in effect of the State of execution. Accentance Customer Date RMRR Phone: (303) 7,57 -SSSS E -Mail: documents@rkyraturoofing,com Fax: (303) 757-0027 Im- salou apls (iliom }o uoi;dinsap pue ssa.ippy) sasnuoq Niom apls (s)ssa.ippy paliom sanoy Aepsanl (s) ssaippy palioM sanoy AepuoA (s) ssa.ippy (s)ssaippy (s)ssa.ippy paliom sanoy Aepinjes paliom sanoy Aepu j pay jom sanoy Aeps.inyl n.iyi }o ilaam 6£Z08 OD `aanuaa AeM %eldiied £6Sb :ssaJppy MfON aaza113 :aolaealuoD }uapuadapul :ale(] Amm A i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: mes SE - Permit Number: ❑ No one available for inspection: --Time Aq M Re -Inspection required: YesNo� When corrections have been made, call for re -inspection at 303-234-5933 Date: (-1 7 Inspector: �K,-" - I DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rZ0IC Job Address: ?a5* ---->6 AMt65" ST Permit Number: 2011 ()?_ L) ( U ❑ No one available for inspection: Time 0 A Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Y,' t , 1 Inspector:)f'� DO NOT REMOVE THIS NOTICE ref .. n w t 11 DEVEI NT a Plea Perm it e ?' Property Address: �3r-->% Aqvw� Property Owner (please rtr�t} Ma iling t ( if different than property rt r. Add ress.: City, Stets, zip: Contractors City License n City License t City License # City License # t (Fully describe work to r - Attach additional s if nece ssary) INWVMVM41 Review Wag Valuation: