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Home My WebLink About3720 Tabor Courti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: % 3 F, ,- E C 1 f'c -► c,� Job Address: 3 )abov (-L Permit Number: -►',A<4.lt - ❑ No one available for inspection: Time 63JRPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-2,3M4- Date:- 03-234Date: 1-7- /y Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201708791 PERMIT NO: 201708791 ISSUED: 11/02/2017 JOB ADDRESS: 3720 Tabor Ct EXPIRES: 08/24/2019 JOB DESCRIPTION: Permit to reinstall previously permitted system (201400770) due to reroof. 5.355 KW grid tied PV system *** CONTACTS *** OWNER (303)887-5286 SLOCUM JUSTIN SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,282.80 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 152.94 Permit Fee 172.60 ** TOTAL ** 437.73 *** 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 specificationst applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized h legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed n this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance qr regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief ui ding fficia lkv�ipy Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �" W heat �ge MUNITY Dr.vELoPMFNT City of Wheat Ridge Municipal Building 7500 W. 29`x' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at VermitsAci.wheatridae.co.us or fax to 303-237-8929. Party requesting permit extension: Permit # 26f -70M/ Property Address: ; 7,�() (- &- Phone # 7�6-CV -235 Email Address: J est&14 JoiAet Reason for extension request: 1-(f r GAG Number of days requested: Printed Name: , )c 5 �„„, h4i Ilt r— Signature: Date: 7 aa 119 For office use only This request has been: Approved ❑ Denied Extended until: 2/,7q C/ Approved by: Date: -7/ 2 91I R www.ci.wheatridge.co.us 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: q403 F E Job Address: 3 79-4 %.ci G Permit Number: �9-G /708 79 f ❑ No one available for ins ction: Time AM/PM Re -Inspection required:Yes No When corrections have been made, call for re -ins ection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE r City of Wheat Ridge ®- Residential Roofing PERiVII'I' - 201706882 PERMIT NO: 201706882 ISSUED: 09/03/2017 JOB ADDRESS: 3720 Tabor CT EXPIRES: 09/03/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning TruDef Storm Onyx Black asphalt shingles with decking 28.26 sq. Pitch = 4/12 *** CONTACTS *** OWNER (303)887-5286 SLOCUM JUSTIN SUB (720)981-4269 Toby Hertel 022274 AAA Home Improvements *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT4: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 Use Tax 252.00 Permit Fee 236.00 ** TOTAL ** 488.00 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. INSPECTION RECORD Occupancy/Type INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 2 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 reecive-an`inspection the following business day.** Inspector Must Sign ALL __T__ Foundation Inspections Date Ins In Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter r nent to this project m Do Not Pour Concrete Prior To Approval Ur i ne ADove mspe Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing r r% K1 r......r I IraJrnr1 nr Rnln1ei/1n_Clah Wnrk Prinr 1 n Annroval UT I ne ADove In5DeC11on5 Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof r Lath / Wall Tie Rough Electric _ Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector CommentsInitials Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits- mease oe sure inat rougn inspecuUns dic wIIINlG«U 11V111 L11U .... 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 - 201706882 PERMIT NO: 201706882 ISSUED: 09/03/2017 JOB ADDRESS: 3720 Tabor CT EXPIRES: 09/03/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning TruDef Storm Onyx Black asphalt shingles with decking 28.26 sq. Pitch = 4/12 ** CONTACTS *** OWNER (303)887-5286 SLOCUM JUSTIN SUB (720)981-4?69 Toby Hertel 022274 AAA Home Improvements *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 Use Tax 252.00 Permit Fee 236.00 ** TOTAL ** 488.00 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. IV�,o j PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201706882 201706882 3720 Tabor CT ISSUED: 09/03/2017 EXPIRES: 09/03/2018 Residential Re—roof to install Owens Corning TruDef Storm Onyx Black asphalt shingles with decking 28.26 sq. Pitch = 4/12 I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attesi that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �714 2G Kture of OWNER oiCONTRACTOR (Circle one) 6ate/ 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. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit fee. 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. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 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. 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 nce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 30, 2017 2:04 PM pQQ� C1Yi C-�C� To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come 0<1 to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process _ varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person L at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION �r Property Address 3720 TABOR CT Property Owner Name JUSTIN SLOCUM Property Owner Phone 303-887-5286 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address 4 C-� C)C) 400, 85 Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Slocum Justin Roof Proposal DocuSign Ready-signed.pdf Contract 06� �O� S2"Tzj Aovr-i1 CONTRACTOR INFORMATION Contractor Business AAA Home Improvements Name �L Contractor's License 022274 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 720-981-4269 j i U N 10701 Morrison Rd Contractor Email Address dylan@aaahomeimprovements.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: dylan@aaahomeimprovements.com 28.26 Project Value (contract 12000 value or cost of ALL materials and labor) Are you re -decking the Yes roof? Does the scope of the No project include a flat roof (less than 2:12 pitch)? 86 Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Yes 28.26 OC TRUDEF STORM ONYX BLACK Asphalt ROOF IS FOR HOUSE THE PITCH 4:12 SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 87 and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Dylan Spencer Email not displaying correctly? View it in your browser. 88 Item Desc 1 Roofing Roofing Base Dimensions: 01 Plans and Permits 01.008. BUILDING PERMIT (AVERAGE AMT FOR U. S.) Building permit fee, based on total amount of job. EA = Total job CLAIM DOESN'T INCLUDE PERMIT BUT YOUR INSURANCE WILL PAY FOR THE ADDITIONAL FEES. WE WILL POST A PERMIT BUT FEES ARE NOT INCLUDED IN THIS EST. WE NEED TO CHECK WITH INSURANCE TO SEE IF YOU HAVE BC COVERAGE. IF SO, YOU QUALIFY FOR NEW BUILDING CODE UPGRADES. OUR WORK CARRIES A 5 YR WARRANTY WE HOLD A GOLD STAR BBB STANDING AND NO REPORTED COMPLAINTS WITH THE TROUBLESHOOTER NETWORK OR ANY OTHER REFERAL NETWORKS. WE CAN PERFORM ALL OTHER REPAIRS LISTED IN THE ADJUSTMENT AS WELL BUT PREFER TO DO THAT IN CONJUNCTION WITH THE ROOF PROJECT. Unit WE ALSO OFFER REBATES FOR REFERRALS TOWARD FUTURE WORK OR CASH DISCOUNTS. PLEASE INQUIRE FOR MORE INFO. Building permit fee EA 02 Site Preparation 02.802. COMPOSITION SHINGLE REMOVAL - 1 Composition shingles -- 1 layer Tear off, haul & dispose of 1 layer composition shingles. Remove shingle up to 4/12 slope 1 layer 28.26 SQ 08 Roof Framing 08.105. PLYWOOD Oriented strand board NOT INCLUDED BUT MAYBE NEED UPON DECK TEAR DOWN 1/2" oriented strand board sheathing SF Page 1 of 3 Item Description Qty Unit 09 Roofing, Flashing R & R 5" Gutter & Downspout 09.014. COMPOSITION SHINGLES - 30 YR SATELLITE EQUIPMENT (30 YR) Detach digital satellite system & reset On plain shed or gable wood roof deck Digital Satellite System Detach & Reset 1.00 EA Load onto roof PRIME & PAINT Build staging if required Prime and paint exterior jacks, vents & flashing 3 tab square butt self seal Paint jacks, vents, ext flashing 1.00 LF Galvanized shingle nails or staples ICE & WATER Asphalt/fiberglass shingle 30 -yr 43.00 SQ 09.026. FELT - 15# NOT INCLUDED BY INSURANCE BUT MAYBE 15# Felt NEEDED 15# Felt 4.00 SQ 09.735. DRIP EDGE PIPE JACK FLASHING Remove & Install along gutter, fascia or rake line of roof edge replace pipe jack flashing under roofing material Pipe Jack (Plumbing) Flashing 1.00 EA Drip edge 459.00 LF 09.740. GUTTERS AND DOWNSPOUTS Replace existing roof vent Gutters and downspouts, including accessories 12x12 Roof Turtle Type Vent Aluminum OG Page 2 of 3 LF = Total combined gutter and downspout length R & R 5" Gutter & Downspout 242.00 LF 09.735. SATELLITE EQUIPMENT Detach digital satellite system & reset Digital Satellite System Detach & Reset 1.00 EA 09.735. PRIME & PAINT Prime and paint exterior jacks, vents & flashing Paint jacks, vents, ext flashing 1.00 LF 09.735. ICE & WATER Ice & water shield NOT INCLUDED BY INSURANCE BUT MAYBE NEEDED Ice & Water 4.00 SF 09.714. PIPE JACK FLASHING Remove & replace pipe jack flashing Pipe Jack (Plumbing) Flashing 1.00 EA 09.714. ROOF VENT Replace existing roof vent 12x12 Roof Turtle Type Vent 4.00 EA 09.700. FURNACE VENT Remove & replace furnace vent Gas Appliance/Furnace Vent 1.00 EA 09.735. SPECIAL PAINTER WORK Special painter Special Painter Work 1.00 HR 09.735. POWER WASH Page 2 of 3 Item Description Power wash Power Wash 09.714. NAILS/HARDWARE 2 BOX Nails (2 BOXES PER 18 SQ) **BOX COST** 09.721. STARTER Starter (EVE/RAKE) **33 LF PER BDL** 09.721. Ridge Cap Ridge (1=33 LF) 25 Clean-up 25.005. DUMP FEE Dump Fee Dump Fee Grand Total: 7 AAA Home Improvements Representative Qty Unit 1.00 SF 2.00 EA 1.00 LF 4.00 LF 1.00 EA 12,110.09 ��ecuyrL 9/5/2017 Justin Slocum Date 3720 Tabor Ct. Wheatridge, CO 80033 Page 3 of 3 AAA Home Improvements Ilomelmprouements 10701 Morrison RD. u""I Lakewood, Colorado 80227 To whom it may concern, I hereby authorize Dylan Spencer to pick up our permit for 3720 Tabor Ct. in Wheatridge. I also give him permission going forward to pick up any permits we may have in the future for the City of Wheatridge. If you have any questions or need anything else please call me at (303) 913-2355 or email me at toby@aaahomeimprovements.com Sincerely, Toby Hertel PH: (720)981-4269 / Fax: (303)922-3455 EPA Lead -Safe Certificate NAT -55482-1 www.aaahomeimprovements.com City of Wheat Ridge Residential Solar PERMIT - 201708791 PERMIT NO: 201708791 ISSUED: 11/02/2017 JOB ADDRESS: 3720 Tabor CT EXPIRES: 11/02/2018 JOB DESCRIPTION: Permit to reinstall previously permitted system (201400770) due to reroof. 5.355 KW grid tied PV system *** CONTACTS *** OWNER (303)887-5286 SLOCUM JUSTIN SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,282.80 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 152.94 Permit Fee 172.60 ** TOTAL ** 437.73 *** 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 1 am tete 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 ermrt. I further attest that I a le ally authorized to include all entities named within this document as parties to the work to be performed and that all wor e performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNERCONTRACTOR ircle one) Date I. This permit was issue d on the t ormation 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. Z. 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 13uildinl 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 andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at tilen sole discret loll 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 andspeci lic appro� al. 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 ani applicable code or any ordinance._ e lation of this jurisdiction. Approval of work is subject to field inspection. Cd Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �/ W heat jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: �7 Plan/Permit # n c> Plan Review Fee: Building Permit Application �\�3 **" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3720 Tabor Ct, Wheat Ridge CO 80033 Property Owner (please print): Justin Slocum Phone: 303-887-5286 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above State. Zi Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@SolarCity.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form l .� of +� fl d-7 7 � 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 x OTHER (Describe) Solar PV (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.) R&R 5.355 kW roof -mounted grid -tied solar PV system Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) -7282.8 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 1 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 applit;ation; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and air also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OW'VE�? (CONTRACTOR)W 11 PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: 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 TE: 10/30/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Version #36.1 3055 Clearlew V'/ay, flan I'dateo, CA 94402 (8818) -SOL -CITY (765-24W sown^1,, June 2, 2014 Project/Job # 8004617 RE: COVER LETTER Project: Wright Residence 3720 Tabor Ct Wheat Ridge, CO 80033 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team fr9m SolarCity. Structural review was based on site observations and the design criteria listed below: City of heat NEE]-7ye IZ [2W Design Criteria: /� CoMm umTv DMLOPmENT APPROVED - Applicable Cod s = IRC 2006 / IBC 2009, A CE 7-05, and 2005 NDS - Risk Category = Reviewed for Code Compliance - Wind Speed = 100 mph, Exposure Category C - Ground/Roof Snow Load = 30 psf (Unreduced) - MP1: Roof DL = 9 psf, Roof LL/SL = 30 psf - MP2: Roof DL = 9 psf, Roof LL/SL = 30 psf ` Pians f xatn7ner Date Ydiditr of oe—A The issuance oJo permit of opwowl olobos sprcifitobwo and computations shoU not be a permit for, of an opprovol of, any,iolotfon to any of the provisions of the bu!idinp code or of any City ordinances. Pe"Ns presumfng to give outharrty to vtolore of comet dx provisiom of the ®ulldi" codes or other ordmonLes of the City shard not be valid. Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the structural roof framing has been reviewed for loading from the PV assembly on the roof. The structural review only applies to the section(s) of the roof that directly supports the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the IRC 2006 / IBC 2009. oQp'a0 LIC", Please contact me with any questions or concerns regarding this project. (3�.+Q%R6Y � t? Sincerely, ?� 148680 Humphrey Kariuki, P.E. Digitally signed by Humphrey Kariuki ,�, Civil Engineer Date: 2014.06.02 08:53:57 -04'00'x' Main: 888.765.2489, x3515 `S��NAA- email: hkariuki@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com 06.02.2014 -� SleekMountT'" PV System Version #36.1 - _ Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: Wright Residence AHJ: Wheat Ridge Job Number: 8004617 Building Code: IRC 2006 / IBC 2009 Customer Name: Wright, Tim Based On: IRC 2006 / IBC 2009 Address: 3720 Tabor Ct ASCE Code: ASCE 7-05 City/State:' Wheat Ridge, CO Risk Category: II Zip Code 80033 Upgrades Req'd? No Latitude / Longitude: 39.767942 -105.130974 Stamp Req'd? Yes SC Office: Denver PV Designer: Marie Galbraith Calculations:' Humphrey Kariuki P.E. EOR: Humphrey Kariuki P.E. Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D 3720 Tabor Ct, Wheat Ridge, CO 80033 Latitude: 39.767942, Longitude: -105.130974, Exposure Category: C LOAD ITEMIZATION - ALL MPS PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo ALL MPS Table 4-1 Roofing Type At Comp Roof ( 2 Layers) 5.0 psf Re -Roof to 1 Layer of Comp? I No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing R2 Yes 1.5 psf Board Sheathing Lr None Equation 4-2 Rafter Size and Spacing Lr 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1 1.3 psf Total Roof Dead Load 9 psf ALL MPS 9.0 Psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope I 4/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 1 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (RI) (R2) Equation 4-2 Reduced Roof Live Load Lr 20 psf ALL MPS 20.0 sf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Ps p° No ASCE Eq: 7.4-1 1000/0 Effective Roof Slope 190 I Horiz. Distance from Eve to Ridge W 13.2 ft 30.0 sf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct All structures except l as indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) Pf-min 30.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf > pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Cs -roof All Other Surfaces Figure 7 2 Roof Ps p° NA ASCE Eq: 7.4-1 1000/0 Design Roof Snow Load Over Ps -roof = Xs -roof) Pf ASCE Eq: 7.4-1 SurroundingRoof Ps -roof 100% 30.0 sf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C, _PV Unobstructed NIA pery Surfaces Figure 7-2 Design Snow Load Over PV Modules Ps p° PS -PV - Ks-pv) Pf ASCE Eq: 7.4-1 1000/0 30.0 psf CALCULATION OF DESIGN WIND LOADS - ALL MPS Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type Kn SolarCity SleekMount— Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Type C Section 6.5.6.3 Roof Slope qh 19° Fig. 6-11B/C/D-14A/B Rafter Spacing h 24" O.C. Section 6.2 Framing Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Kn Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable/Hip Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Kn 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Krt) (Kd) (V^2) (I) Equation 6-15 3 psf 18.5 Psf T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 6-118/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up P „ -16.2 psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -280 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 56.0% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -311 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.3% COMPANY PROJECT WoodWorks& 3055C le Corporation 3055 Clearview Way San Mateo, CA 94402 June 2, 2014 08:47 MP1.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 9.00 (24.0)* psf PV DL Dead Full Area No 3.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : --- 0' 2'-2" 8'-9" 14'-1 Unfactored: Dead 133 173 51 Snow 321 426 137 Factored: Total 454 599 188 Bearing: F'theta 458 458 458 Capacity Joist 601 609 343 Supports 586 599 586 Anal/Des Joist 0.75 0.98 0.55 Support 0.77 1.00 0.32 Load comb #5 #8 #7 Length 0.50* 0.51 0.50* Min req'd 0.39** 0.51** 0.50* Cb 1.75 1.73 1.00 Cb min 1.75 1.73 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625 625 " *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports **Minimum bearing length governed by the required width of the supporting member. M131Lumber-soft, S -P -F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 14'-11.6"; Pitch: 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I WoodWorksO Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 79 Fv' = 155 fv/Fv' = 0.51 Bending(+) fb = 971 Fb' = 1736 fb/Fb' = 0.56 Bending(-) fb = 1392 Fb' = 1638 fb/Fb' = 0.85 Deflection: 299, V design = 275 lbs Bending(+): LC #4 = D+S (pattern: sSs), M = 248 lbs -ft Bending(-): LC #8 = D+S (pattern: sSS), M = 355 lbs -ft Deflection: LC #4 = (live) Interior Live 0.18 = L/453 0.46 = L/180 constr. Lc=concentrated 0.40 Total 0.23 = L/359 0.69 = L/120 0.33 Cantil. Live -0.16 = L/168 0.30 = L/90 Deflection: EI = 8e06 lb-in2 0.53 Total -0.18 = L/153 0.46 = L/60 0.39 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.944 1.500 1.00 1.15 1.00 1.00 - 8 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern: sSS), V = 299, V design = 275 lbs Bending(+): LC #4 = D+S (pattern: sSs), M = 248 lbs -ft Bending(-): LC #8 = D+S (pattern: sSS), M = 355 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 8e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. COMPANY PROJECT SolarWoodWorks® 3055Clearvity Corporation 3055 Clearview Way San Mateo, CA 94402 June 2, 2014 08:48 MP2.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 46 121 Total tern Start End Start End 486 DL Dead Full Area No 9.00 (24.0)* psf PV DL Dead Full Area No 3.00 (24.0)* psf SL Snow Full Area Yes F'theta 30.00 (24.0)* psf Firizuu.ary wiaLn kind Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : --= ---- 0' 2'-2" T-6" 12'-1" Unfactored: Dead Snow Factored: 122 295 138 347 46 121 Total 416 486 167 Bearing: F'theta 458 458 458 Capacity Joist 601 601 343 Supports 586 586 586 Anal/Des Joist 0.69 0.81 0.49 Support 0.71 0.83 0.28 Load comb #5 #8 #7 Length 0.50* 0.50* 0.50* Min req'd 0.36** 0.41** 0.50* Cb 1.75 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 Fcp sup 1 I 6251 625 625 "Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports —Minimum bearing length governed by the required width of the supporting member. MP2 Lumber -soft, S -P -F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 12'-10.3"; Pitch: 4/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); FIF_ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb Woodworks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 60 Fv' = 155 fv/Fv' = 0.39 Bending(+) fb = 600 Fb' = 1736 fb/Fb' = 0.35 Bending(-) fb = 908 Fb' = 1666 fb/Fb' = 0.55 Deflection: 234, V design = 210 lbs Bending(+): LC #7 = D+S (pattern: SsS), M = 153 lbs -ft Bending(-): LC #8 = D+S (pattern: sSS), M = 232 lbs -ft Deflection: LC #4 = (live) Interior Live 0.07 = L/968 0.37 = L/180 constr. Lc=concentrated 0.19 Total 0.07 = L/912 0.56 = L/120 0.13 Cantil. Live 0.12 = L/225 0.30 = L/90 Deflection: EI = 8e06 lb-in2 0.40 Total 0.14 = L/195 0.46 = L/60 Live Load Deflection. 0.31 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 7 Fb'- 875 1.15 1.00 1.00 0.960 1.500 1.00 1.15 1.00 1.00 - 8 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern: sSS), V = 234, V design = 210 lbs Bending(+): LC #7 = D+S (pattern: SsS), M = 153 lbs -ft Bending(-): LC #8 = D+S (pattern: sSS), M = 232 lbs -ft Deflection: LC #4 = (live) LC #7 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 8e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. ABBREVIATIONS ELECTRICAL NOTES � JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE SS STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT LICENSE TYPE EC # 8041 MODULE GROUNDING METHOD: * I AHJ: Wheat Ridge UTILITY: XCEL Energy CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY -RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E)- 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 9. THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO ART. 250.166(B) & 690.47. GENERAL NOTES 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE —2 8 INTERNATIONAL BUILDING CODE. 2o►'Z- 5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE z'91B-NATIONAL ELECTRIC CODE. kA— JOB T JOB NUMBER: J[3-800461 7 MOUNTING SYSTEM: Comp Mount TvDe C 00 PREMISE OWNER: WRIGHT, TIM 3720 TABOR CT WHEAT RIDGE, CO 80033 CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A—US—ZB—U 303 949 1714 City of Wheat Ridge VICINITY MAP 0 WRIGHT RESIDENCE 5.355 KW PV ARRAY PAGE NAME: COVER SHEET 4. city of w4ge uNnv O� ` (02 K 10 M 2toia— — APPROVED Reviewedbf S f/11�4- `7 If l , � ,; �.snt spPCrfKalbnS •..var,, ,•ro/otipn w Val�drty ^�. prr n.rt '�r' rJ. Jr Jn oppiUVJl ui. Y o�dcanrpu(Jbuns s"01i nu! be' J Pe•rrna, on CrlyordiwMtS. pew ani of the ptovrvons o Ift f the b0d'nV code a of islaru of the &Adkv to 9w outwify to v;atate of t°ncet the Otpv e ardMAM of ow Cay "M rot be valid. INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS CREVAINAME DATE COMMENTS iESIGN: Marie Galbraith 4\,` olarCit , J iiY 1 3055 Clearview Way SHEET: REV: DATE: San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 P V 1 5/28/2014 (688) -SOL -CITY (765-2469) www.solarcity.corn mooL/NN ��. •�REY K. 4% '�'�c+ 48(680 �ss�aNA1- E� Digitally signed by Humphrey Kariuki Date: 2014.06.02 08:52:57 -04'00' Frl STAMPED & SiG i :=" FOR STRUCTURAL 06 ° area ��ey°/ n CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: J13-8004617 MOUNTING SYSTEM: Comp Mount Type C 00 PREMISE OWNER: WRIGHT, TIM 3720 TABOR CT WHEAT RIDGE, CO 80033 (21) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A-US-ZB-U 303 949 1714 WRIGHT RESIDENCE 5.355 KW PV ARRAY PAGE NAME: SITE PLAN PITCH: 19 ARRAY PITCH: 19 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 19 ARRAY PITCH: 19 MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 19 ARRAY PITCH: 19 MP3 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shinqle STORY: 1 Story LEGEND O (E) UTILITY METER & WARNING LABEL lay INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS E� I DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED F -- -1 It 11 INTERIOR EQUIPMENT IS DASHED L ='J SITE PLAN N Scale: 1/8" = 1' w E 0 1' 8' 16' S Marie Galbraith SHEET: REV: DATE: PV 2 5/28/2014 Ok' arCity "� 3055 Gearview Way Sm Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.sdarcity.com SIDE VIEW OF MP2 NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" (3) STAGGERED PORTRAIT 48" 19" PLACE MOUNT. TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 180 PITCH 19 STORIES: 1 ARRAY AZI 180 PITCH 19 Comp Shingle PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. S1 STANDOFF JOB NUMBER: J13-8004617 0 0 MOUNTING SYSTEM: Comp Mount Type C MODULES: (21) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A-US-ZB-U INSTALLATION ORDER X -SPACING (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. Y -CANTILEVER NOTES (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 24" (3) INSERT FLASHING. PORTRAIT 48" (4) PLACE MOUNT. TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC (5) INSTALL LAG BOLT WITH SEALING WASHER. G(6)INSTALL LEVELING FOOT WITH BOLT & WASHERS. WRIGHT, TIM 3720 TABOR CT WHEAT RIDGE, CO 80033 303 949 1714 SIDE VIEW OF MP1 NTS MPl X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 180 PITCH 19 STORIES: 1 ARRAY AZI 180 PITCH 19 Comp Shingle WRIGHT RESIDENCE 5.355 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS K C� .-�.Q 9i•; O / city of 148680 Wheat Ridge �0'�� •' Gam`'' ss�ONA1. �� Building Divison Digitally signed by Humphrey Kariuki Date: 2014.06.02 08:52:43 -04'00' STAMPED & SIGNED FOR STRUCTURAL ONLY DESIGN: Marie Galbraith SHEET: REV: DATE: PV 3 5/28/2014 ;SolarCity. 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: J[3-8004617 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (21) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A—US—ZB—U WRIGHT, TIM 3720 TABOR CT WHEAT RIDGE, CO 80033 303 949 1714 UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. DESCRIPTION: WRIGHT RESIDENCE 5.355 KW PV ARRAY PAGE NAME: UPLIFT CALCULATIONS Marie Galbraith SHEET: REV: DATE:- PV ATEPV 4 5/28/2014 ;SolarCity. 3055 Clemiew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489)—.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) LIFER AND Panel Number: Meter Number: Inv 1: DC Ungrounded Tie -In: Supply Side Connection INV 1 - (1) SOLAREDGE ##SE5000A-US-ZB-U LABEL: A - (21) CANADIAN SOLAR CS6P-255PX TYPE EC # 8041 ONE (E) WATER BOND AT PANEL WITH 87 g57 206 PP Y Inverter; 500'OW, 240V, 97.5%; w/Unifed Disco and ZB, AFCI PV Module; 255W, 234.3W PTC, Black Frame, MC4, ZEP Enabled INV 2 IRREVERSIBLE CRIMP Underground Service Entrance Voc: 37.4 Vpmox: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 125A MAIN SERVICE PANEL SolarCity E 125A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER -HAMMER Disconnect MILBANK 4 A 1 6 Meter Socket 5 SOLAREDGE DC- - o p 30A SE5000A-US-ZB-U 1 Strings) Of80n MP2,MP- DG C 271 -___________ ________ _ _ EGC - _ - _ - - - A L7 125A/2P e ~ `2 DG` (E) (E) LOADS Gr;D - -- sND _ _ _ _ _ _ _ _ ------------------ EGCI GEC c Dc- DC, I N DC 3 2 oC- DC- 1 Stnng(s) Of 13 On MP2,MP . r ----_j GND -- �=C--- -------------- EGC - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I (1 )Conduit Kit; 3/4' EMT N I i I d I z z I c� I I GEC{ TO 120/240V SINGLE PHASE UTILITY SERVICE I I I -1- City of Wheat Ridge Building Divison Voc* = MAX VOC AT MIN TEMP O1 (2)ILSC0 ! IPC 4/0-16 Insulation Piercing Connector; Main 4/0-4, Tap 6-14 (1)CUTLER-HAMMER # DG222NRB /r►� Disconnect; 60A, 24OVac, Fusible, NEMA 3R „ A (I)Solarl g 4 STRING JUNCTION BOXD� 2x2 STRMGS, UNFUSED, GROUNDEDSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE EB (1 ) MILBANK U4801 -XL -5T9 �` - (1) ZEP 850-1196-002 Universal Box Bracket; [PKG B] AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Meter Socket; 200A, #6-350, Ringless -(3)MILBANK k K4977 -INT Tap Connector, Pv (21)SOLAREDGE jP300-2NA4AZS PowerBox 30OW, H4, DC to DC, ZEP Load -Side 100A, #12 - 1/0 AWG ptimizer, ©�(1) AWG #6, THWN-2, Black (cn� (1) AWG #6, THWN-2, Red O (1 ) AWG #10, THWN-2, Black T (1 ) AWG #10, THWN-2, Red O (1) AWG #10, THWN-2, Block (1) AWG 110, THWN-2, Red Voc* = 500 VDC Isc = 15 ADC (2) AWG #10, PV WIRE, Block Vmp = 350 VDC Imp= 9.35 ADC O (1) AWG #10, Solid Bare Copper EGC ir Voc* = 500 VDC Isc = 15 ADC Vmp = 350 VDC Imp= 5.75 ADC II LL (1) AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp = 20.83AAC (1) AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp = 20.83AAC (1 ) AWG 110, THWN-2, Green EGC -(l)AWG #6, Solid Bare Copper GEC - (1 ) Conduit Kit; 3/4" EMT - (1) AWG #8, THWN-2, Green EGC/GEC - (1) Conduit Kit; 3/4" EMT ® (1) AWG 110, THWN-2, Black (1)AWG #10, THWN-2, Red Voc* = 500 VDC Isc = 15 ADC (2) AWG #10, PV WIRE, Black Vmp = 350 VDC Imp= 5.75 ADC O (1 )AWG #10, Solid Bare Copper EGC Voc* = 500 VDC Isc = 15 ADC Vmp = 350 VDC Imp= 9.35 ADC (1 AWG #10, THWN-2, Green EGC CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B-8 0 0 4617 00 PREMISE OWNER: DESCRIPTION: DESIGN: NM CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., WRIGHT TIM WRIGHT RESIDENCE Marie Galbraith c ■ �_ ,COlar•�l+" 0� . MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 3720 TABOR CT 5.355 KW PV ARRAY ►il J l.7 PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 MODULES: 3055 Clearvew Way ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (21) CANADIAN SOLAR # CS6P-255PX , SHEET: REV: DATE: PV 5 5/28/2014 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: 303 949 1714 THREE LINE DIAGRAM San T: (650) 638 1te F:(650) 9"2 -1029 (888) -SOL -CITY (765-2489) www.solarcity.com INVERTER: SOLAREDGE SE5000A-US-ZB-U CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 3720 Tabor Ct UTILITY SERVICE I,- SOLAR PHOTOVOLTAIC ARRAY(S L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J INVERTER AND DC DISCONNECT PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 - OPERATING VOLTAGE = 240V MAX CURRENT = 20.83 A CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -8004617 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (21) CANADIAN SOLAR # CS6P-255PX INVERTER: SOLAREDGE #SE5000A—US—Z8—U WRIGHT, TIM 3720 TABOR CT WHEAT RIDGE, CO 80033 303 949 1714 DESCRIPTION: WRIGHT RESIDENCE 5.355 KW PV ARRAY PAGE NAME: SITE PLAN PLACARD Marie Galbraith SHEET: REV: DATE: PV 6 5/28/2014 `,�,"s olarCity 3055 CleoNew Way San Mateo, CA 94402 T:(65O) 638-1028 F:(65O) 638-1029 (888)—SOL—CITY (765-2489) www.sdarcity.corn Label Location Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: NEC 690.14.0.2 Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: i•� \ l� ��q� ::_�,�� (AC) (POI) u�l.._.vf�d�L Per Code: NEC 690.14.C.2 Label Location: (p. (AC) (POI) City of Gw�t v.3r�A�lilt lc_ Per Code: eat pid!�n -ori xa�ilA�.� x�J�Y�P NEC 690.54 ' Label Location IRA I• s' - (AC) (POI) Per Code: NEC 690.17(4) Ail D, Iff"—ff 10711111 (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `��!I� �C�= THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �_ S_MA,� IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC - CO XCEL Label Set �� SolarC�ty T.�-,7 77,7-77777 T_ EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /� �oLSITY SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PHOTOVOLTAIC SYSTEM Label Location: CONNECTED (DC) (INV) Per Code: 'rol NEC 690.53 Label Location: �i�ti= fir: (DC) (INV) Per Code: LT�NEC 690.35(F) CD .5ai r, L 0 ' .: iq;I TO BE USED WHEN j' F,00 INVERTER IS "AA' �FE'17WP- ` fflTp` UNGROUNDED Label Location: (AC) PHOTOVOLTAIC SYSTEM Label Location: i•� \ l� ��q� ::_�,�� (AC) (POI) u�l.._.vf�d�L Per Code: NEC 690.14.C.2 Label Location: (p. (AC) (POI) City of Gw�t v.3r�A�lilt lc_ Per Code: eat pid!�n -ori xa�ilA�.� x�J�Y�P NEC 690.54 ' Label Location IRA I• s' - (AC) (POI) Per Code: NEC 690.17(4) Ail D, Iff"—ff 10711111 (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `��!I� �C�= THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �_ S_MA,� IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC - CO XCEL Label Set �� SolarC�ty T.�-,7 77,7-77777 T_ EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /� �oLSITY SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep CompatibleT"' modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. • Utilizes Zep Solar hardware and UL 1703 listed Zep CompatibleT1,1 modules • Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep ETL listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and ETL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components A 5/16" Machine Screw B Leveling Foot C Lag Screw D Comp Mount E Comp Mount Flashing SolarCity SleekMountT'" - Comp U - Installation Instructions 1 Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 2 Seal pilot hole with roofing sealant 3 Insert Comp Mount flashing under upper 'V layer of shingle 4 Place Comp Mount centered upon flashing 5 Install lag pursuant to NDS Section 11.1.3 with sealing washer. 6 Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module tie 00MPAT�A�m OTSOIa�Ity, January 2013 A /m U� LISTED SolarCity January 2013 w` `i e<hTO�� Key Features • Quick and easy to install - dramatically reduces installation time • Lower system costs - can cut rooftop installation costs in half • Aesthetic seamless appearance - low profile with auto leveling and alignment • Built-in hyper -bonded grounding system - if it's mounted, it's grounded • Theft resistant hardware • Ultra-low parts count - 3 parts for the mounting and grounding system • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in the world • Industry leading plus only power tolerance: 0 —+5W • Backward compatibility with all standard rooftop and ground mounting systems • Backed By Our New 10/25 Linear Power Warranty Plus our added 25 year insurance coverage 100% 97% Added Value Fro °m Warranty so% 0% 5 10 15 20 25 10 year product warranty on materials and workmanship 25 year linear power output warranty ® r CanadianSolar Next Generation Solar Module NewEdge, the next generation module designed for multiple types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless appearance, auto groundingand theft resistance. The black -framed CS6P-PX is a robust 60 cell solar module incorporating the groundbreaking Zep compatible frame. The specially designed frame allows for rail -free fast installation with the industry's most reliable grounding system. The module uses high efficiency poly -crystalline silicon cells laminated wiih a white back sheet and framed with black anodized aluminum. The black -framed CS6P-PX is the perfect choice for customers who are looking for a high quality aesthetic module with lowest system cost. Best Quality • 235 quality control points in module production • EL screening to eliminate product defects • Current binning to improve system performance • Accredited Salt mist resistant Best Warranty Insurance • 25 years worldwide coverage • 100% warranty term coverage • Providing third party bankruptcy rights • Non -cancellable • Immediate coverage • Insured by 3 world top insurance companies Comprehensive Certificates • IEC 61215, IEC 61730, IEC61701 ED2, UL1703, CEC Listed, CE and MCS • IS09001 : 2008: Quality Management System ISO/TS16949:2009: The automotive quality management system • IS014001:2004: Standards for Environmental management system • QC080000 HSPM: The Certification for Hazardous Substances Regulations • OHSAS 18001 :2007 International standards for occupational health and safety • REACH Compliance �yj],�yj PV CVCLE �; E�•,� www.canadiansolar.com CS6P-235/240/245/250/255PX Electrical Data Black -framed STC ICS6P-235PxICS6P-240PxCS6P-245P CS6P-250 PX1CS6Pm255PXJ Temperature Characteristics Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W Application Classification Class A Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Temperature Coefficient Pmax -0.43%/°C Optimum Operating Current (Imp) 7.90A 8.03A 8.17A 8.30A 6.43A Voc -0.34 %i°C Open Circuit Voltage (Voc) 36.9V 37.OV 37,1V 37.2V 37AV Ise 0.065%/'C' Short Circuit Current (Ise) 8.46A 8.59A 8.74A 8.87A mm iNormal Operating Cell Temperature 45±2°C Module Efficiencv 14.61% 14.92% 15.23% 15.54% 15.85% 24pcs Module Pieces percontamer (40 ft. Container) uperating temperature -40°C—+850C Maximum System Voltage 1000V (IEC) /600V UL Maximum Series Fuse Rating 15A Application Classification Class A Power Tolerance 0—+5W Under Standard Test Conditions (STC) of irradiance of 1000W/m', spectrum AM 1.5 and cell temperature of 25"C NOCT____ _ CS6P-235PXCS_6P-_240PXCS6P-245PXCS6P-250PXCS6P-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 181W I 185W Optimum Operating Voltage (Vmp) 27.2V 27.3V 27.4V 27.5V 27.5V Optimum Operating Current (Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage (Voc) 33.9V 34.OV 34.1V 34.2V 344V Short Circuit Current (Ise) 6.86A Under Normal Operating Cell Temperature, Irradiance of wind speed 1 m/s Mechanical Data 6.96A 7,08A 7.19A 7.29A 800 W/m', spectrum AM 1.5, ambient temperature 20C, Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busters Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1.571n) Weight 20.5kg (45.2 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm'(IEC)/12AWG(UL), 1000mm Connectors MC4 or M04 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces percontamer (40 ft. Container) 672pcs (40'HQ) I-V Curves (CS6P-255PX) 'Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. E.4 -Rev 10 11 Copyign: c 2C12 Canadian Solar Inc. Section A -A 350 i 0 Performance at Low Irradiance Industry leading performance at low irradiation environment, +95,5% module efficiency from an irradiance of 1000w/m' to 200w/m' (AM 1.5, 25 'C) Engineering Drawings Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. Canadian Solar has module manufacturing capacity of 2.0513W and cell manufacturing capacity of 1.3GW. solar=e" solar=e# SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300P350 P400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) P300 / P350 I P400 Red Input DC Power' 300 350 400 W Absolute Maximum Input Voltage (Voc at lowest temperature 4850 80 Vdc MPPT Operating Rarge 8-48 8-6C 8-8u Vdc . Vax;mure 5nort Circuit Current (Iscl 10 Ad, Vax mum DC Input Current 12.5 Adc Max mum Effi6ency 99.5 % VveRhted Efficiencv 98.8 % Overvoltage Category u OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 ✓dc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage pe, Power Opt or a- 1 Vdc ��,,� STANDARD COMPLIANCE •. EMC ;D a -15 asz I,EC-'c Iuu 6 2 IEC61000-6-3 /'• �'4. Safer, ECs7 J., -,.ss I z e:,;, JLl'4"- ✓f 4+ RoHS yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc f•' D'm,ensions IW x Lx H) 141 x 212 x 40.5/ 5,55 x 8.34 x 1.59 mm/in We ght(including tabes) 950,21 gr/Ib _ !^Pu oenector MCA, Ampnerel/Tyco Dutc tW. re Type "Corne,to- L'o bl nsulated A Fhenn. • Outpct W'rP Length _ 195 '3.0 1.2_, 3.9 ^✓ Operating Temperature Range 40 +85/ 40 -185 Pr,ec7or Rating P65 / NEMA4 Relaaae humlolty o 106 % PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level Mr! mum string Length (Power ,pfimizer5l 8 10 18 Maximum string tergth (Power,)ptimizersj 25 25 50 - Up to 25% more energy Maximum Power per String 5250 6000 12750 W - Superior efficiency (99.5%) Para lei Strings of Ulfferert Length; or Orientations les - Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading - Flexible system design for maximum space utilization - Fast installation with a single bolt Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety www.solaredge.us solar=es SolarEdge Single Phas For North America SE3000A-US / SE380OA-US / SE500V SE760OA-US / SE10000A-US / SE1140( xwerter x'12_25 WanantY 9 _ i ra � I I � 0 4 The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance - Superior efficiency (98%) Small, lightweight and easy to install on provided bracket - Built-in module -level monitoring - Internet connection through Ethernet or Wireless - Outdoor and indoor installation - Fixed voltage inverter, DC/AC conversion only - Pre -assembled AC/DC Safety Switch for faster installation - Optional - revenue grade data, ANSI C12.1 USA -GERMANY -ITALY -FRANCE -JAPAN -CHINA-AUSTRALIA -THE NETHERLANDS - ISRAEL www.solaredge.us solar=eeSingle Phase Inverters for North America SE3000A- US/ SE3800A- US/ SE5000A-US/SE6000A-US/ SE760OA-US / SE10000A-US / SE11400A-US �SE3000A-US SE380OA-US i SE5000A-US ISE6000A-US I SE760OA-US iSE10000A-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 5000 - 7600 9980 @ 208V �, 11... VP. ' 10000''@240V 5400 @ 208V 10800 @ 208V Max. AC Power Output 3300 4150 6000 8350 12000 VA _..... .............. S4SO @24oV ...... .. _......- ......__ 10950 @240V ................... AC Output Voltage Min.-Nom.-Max.*183-208 - 229 Vac .......... .................._ _., .......... ................_......... . AC Output Voltage Min--Nom.-Max.* V V 211 - 240 - 264 Vac AC Frequency Min: Nom. Max.* ...... .. .... .............. 59.3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) ..I........ ............. ........ ......... ...I.....,, Hz 24 @ 208V ..�..,................. 48 @ 208V .... Max. Continuous Output Current 12.5 16 25 : 32 47.5 A 2.1@.249V 240V 4.2..@. 240V GFDI........................................... ..._..........1................ .................................... A Utility Monitoring, Islanding ....... Protection, Country Configurable Yes Thresholds INPUT - ---- - --- --- ------ Recommended Max. DC Power** ............. I................. _;...... 3750 4750 6250 7500 .. ... _,. _............,...... ........................ ............... 9500 1 12400 ,....,.......... ......................... 14250 .... W .......... Transformer -less, Ungrounded Yes Max. Input Voltage ........................_.....................................,... ............. 500Vdc ............ ......... ................. I.. Nom. DC Input Voltage ...................I...... _................................,.,..,.......................................................................,.,.........,............................ 325 @ 208V / 350 @ 240V Vdc 16.5 @ 208V 33 @ 208V ', Max. Input Current*** 9.5 13 18 23 34.5 Adc 15:5.@ 240V 39.15.@ 240V Max. Input Short Circuit Current 30 45 Adc ......................................................................................................................................... Reverse -Polarity Protection ......................................... ...................................... ............ ...........Yes _. ................................. _ ............... I....................... - .... Ground Fault Isolation Detection - ................................................................................................................ 600ku Sensitivity ...... ................. _..-.........,........ ...... .................. _..i ..... ... .... I....... Maximum Inverter Efficiency - .................................................... 97.7 .,.,982..___.._....38.3___._.,_._..98.3___._...__....98 ,,,_.____98 ....... .... ..1............ 98 ............_ %.... CFC Weighted Efficiency 97.5 @ 208V 97 t 98 97.5 97 @ 208`✓ 97.5 - 97.5 . � . .......... 98 @ 240V . - .. _ , . 97•5 C 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES - - �terfaces ........ ....... ......... RS485, R5232, Ethernet, ZigBee .......... ..P . ... (optional) .. .................. de Data, ANSI C12.1 ...... ...... ...... Optional ........,........ _............ -. STANDARD COMPLIANCE UL1741, UL36996, UL1998, ......... ........ .......... CSA 22.2 ...... ... _ _ _ .., _ ... ......... Grlu Connection Standards .. ......... IEEE1 ........... _ ................................................................ Emissions _... .........547 FCC partly class B _.. .......... ..... _..............._........... INSTALLATION SPECIFICATIONS AC output conduit size / AWG range ..................... ...- ........ .......,..,.,........, 3/4" minimum / 24-6 AWG ,T .................................,...............................,.............,.................... 3/4" minimum / 8-3 AWG DC input conduit size / H of strings / 3/4" minimum / 1-2 strings / 24-6 AWG 3/4" minimum / 1-2 strings / 14-6 AWG AWG range, ......... I ... .... ,.,.................. _ ................2.5 11775x..........,........,........... Dimensions with AC/DC Safety 30.5 x 12.5 x 7 / �1 30.5 x 12.5 x 7.5 / x x12.................,........30.5 in/ x 12.5 x 10.5..1 / 775 x 315 x 260 Switch ( WxD) 775 x 315 x 172 77S x 315 x 191 ......... .... ..... .. ..... ......... . ........ ............... mm ...... Weight with AC/DC Safety Switch ,,,,,,,,,,,,,51.2/23.2,,,,..,,,,: 54.7/24.7 � .............................................................. 88.4/401 - ..,. Ib/kg... .... Cooling Natural Convection Fans (user replaceable) Noise _..............................._......_,............_._........... <25 .................. ......--..........._....._................_........................................-._....... <50 d8A Min. -Max- Operating Temperature -13 to +140 / -2S to +60 (CAN version**** -40 to +60) 'F Range Protection Rating . .......- .................. .......I- NEMA 3R " For other reg ori settings please contact SolarEdge _.......... ...... support, ......-......__.._ ..................-....... __ Limited to 125% for locations where the yearly average high temperature is above ?7'F/25'C and to 135% for locations where it is below 77'F/25'C. For detailed information, refer to hnv.%/www.solaredge.us/files/pdfs/inverter do oversizing ¢uide.rof A higher current source may be used; the inverter will limit its input cu ent to the values stated. ""` CAN P/Ns are eligible for the Ontario FIT and micro FIT (microFlT ext. SE11400A-US-CAN). I i 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: / 1 Job Address: S7PO ra-bor C Permit Number: 00170 ❑ No one available for inspection:. Time - AM%pM Re -Inspection required: Yes, No When corrections have been made, call for re -inspection at 303-234-5933 Date: /C/)' n�" l7 Inspector:"" - 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: q1A� Fll Job Address: 7c;�D Q r Permit Number: %Q ❑ No one available for inspection: Time -/:,7A::/PM Re -Inspection required: Yes/ No,� When corrections have been made, call for re -inspection at 303-234- Date:/Z2,0,/7 03-234- Date:/Z2,0'/7 Inspector: e;,V. DO NOT REMOVE THIS NOTICE i A i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Inv Job Address: Q D!' Permit Number: % n s ❑ No one available for inspection: Time 3aM/PM Re -Inspection required: Yes rNo 1 When co rrections have been made, call for re -inspection at 303-234-5933 Date:' Inspector: � &4W� DO NOT REMOVE THIS NOTICE 11;59 P.M. r • i Building Permit Application Mailing Address: (if different than ro ;y address) City Address:Same as above State, i Ar lene+ n to r E-mail Phone: Complete all information on BOTH sides of this form Installation of a grid-tied PV system, flush mounted 5.355 KW to roof. Sq. FtJLF Btu's Gallons Amps Squares Other OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pert 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 applicatio and that I assurne full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for went under any permit' - ued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to peth t�l �tAjt , scribed wt k and arn also authorized by the legal owner of any a ton, entity included on this application to list that entity on this appli;ef"Itillo, (OWNER) (CONTRACTOR) or (AUT Tracey Mom's kxbdb� 1 60" (011"NE") DA tF, (CONTRACTOR) 6/2/14 Bulftp Division Valuation: ""013 A A jobsite survey of the existing framing system was performed by a site survey teams from SplarCity. , Structural review was based on site observations and the design criteria listed below, Design Criteria: - Applicable Codes = IRC 7006 / IBC 2009, ASCC 7 -05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category Ground/Roof Snow Load = 30 psf (Unreduced) Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End 133 DL Dead Full Area No 9.00 (24.0)* psf PV DL Dead Full Area NO 3.00 (24.0) * psf SL Snow Full Area Yes 30.00 (24.0)* 2sf junfactored: Dead 133 173 51 Snow 321 426 137 Factored: --- Total 454 599 188 Bearing: F'theta 458 458 458 Capacity Joist 601 609 343 Supports 586 599 586 Anal/Des Joist 0.75 0.98 0.55 Support 0.77 1.00 0.32 Load comb #5 #8 #7 Length 0 0* 0.51 0.50* Min reqId 0.39** 0.51** 0.50* Cb 1.75 1.73 1.00 Cb min 1 75 1.73 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625 625 110. i • I i i i I i!, fl! 1 11 1 1 i i i i i I i I � i i i i;i aI I i i "! i I Hmj••w w *zfm iii I M III 1:1 MP1.wwb WoodWorksO Suer 10.1 Page �TiI _ m41 * � .3C:�+°"� ' : Fl�ti =!� if�I +7ii#3� e c riterion Analvsis Value es value .kraal s� s /Des' xz Sher fir = 79 'v' .= 155 fvv/ "v' = 0.51 Bending(.) fb = 971 Fb' = 1736 fb /°b' = 0.56 Bend fb = 1392 Fb' = 1638 fb/Fb' ~ 0.85 Deflection: Interior Live 0.18 p L/453 0.46 = L/180 0.40 Total 11.23 w L/359 0.69 = L/120 0.33 Canti.l. Live - -0.16 w /168 0.30 = L /90 0.53 Total -8.18 = L/153 0.46 = LL/ 2 0.39 8 •a Tl Load Type Distribution pat- Location [ft) Magnitude Unit tern Start End Start End. 122 331 Dead Full Area go 9.00 (24, 0) * ps PV DL Dead Full Area No 3.00 (24.0)* ps SIB Snow Full Area "des 30.00 (24.0) * ps P2 Lumber -soft, S -P -F, No.I1No.2, 2x4 (1- 112 "x3 - 112 " Supports: All - Timber -soft Beam, D. Ir -L No.2 Roof joist spaced at 24.0 " c /c; Total length: 12'-10.3", ", Fitch: 4112, Lateral support: top= fall, bottom= at supports: repetitive factor: applied where permitted (refer to onli ne help); Dead 122 138 46 Snow 295 347 121 Factored Total 416 486 167 Bearing: FItheta 458 458 488 Capacity Joist 601 601 343 Supports...... ...586 586.. 586: l Anal/Des Joist 0 02.81 0.49 Support 0.71 0.83 0.28 Toad comb #5 #8 #7 Length 0.50* 0.50* 03.533* Alin re'd 0.36 ** 0.41 ** 0.503* Cb 1,75 1.75 1.00 Cb min 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625 625 P2 Lumber -soft, S -P -F, No.I1No.2, 2x4 (1- 112 "x3 - 112 " Supports: All - Timber -soft Beam, D. Ir -L No.2 Roof joist spaced at 24.0 " c /c; Total length: 12'-10.3", ", Fitch: 4112, Lateral support: top= fall, bottom= at supports: repetitive factor: applied where permitted (refer to onli ne help); El MP2.wwb WoodWorks@ Sitar 10.1 Page 2 Criterion s Va = D+S (pattern. sSS), V = 234, V design 210 lbs Bending(+): LC #7 Shear fv = 60 Fv = 155 fv/Fvl = O,39 Bending(+) fb = 600 Fb' = 1736 fb/Fbl = 0.35 Bending(-) fb = 908 Fb' = 1666 fb/Fbl = 0,55 Deflection: Fbl- 875 1,15 1.00 1.00 0.960 1.500 1.00 1.15 1,00 1.00 - 8 Fcp 425 - 1.00 1.00 - - - - 1.00 Interior Live 0,07 = L/968 0.37 = L/180 1,00 0.19 Total 0.07 = L/912 0.56 = L/120 1.00 0.13 Cantil. Live 0.12 = L/225 0.30 = L/90 0.40 Total 0.14 = L/195 0.46 = L/60 0.31 Additional Data: Shear : LC #8 = D+S (pattern. sSS), V = 234, V design 210 lbs Bending(+): LC #7 = D+S (pattern: Say`), M = 153 FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv 4 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fbl+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1,00 - 7 Fbl- 875 1,15 1.00 1.00 0.960 1.500 1.00 1.15 1,00 1.00 - 8 Fcp 425 - 1.00 1.00 - - - - 1.00 1.00 - - Ew 1.4 million 1.00 1,00 - - 1,00 1,00 4 Emin' 0.51 million 1.00 1.00 - - 1.00 1.00 4 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern. sSS), V = 234, V design 210 lbs Bending(+): LC #7 = D+S (pattern: Say`), M = 153 lbs-ft Bending(-): LC #8 = D+S (pattern: sSS), M = 232 lbs-ft Deflection: LC #4 = (live) LC #7 = (total) D=dead L=construction S=snow W=wind I=impact I,r=roof constr. Lc--concentrated All LC are listed in the Analysis output Load Patterns: s- /2, X=L+S or L+Lr, =no pattern load in this span Load combinations: - ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 8e06 lb-in2 "Live" deflection = Deflection from all, non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle FItheta calculated for each support as per AIDS 3.10.3 S138VI ONINM V 1 3NNOOM S 38VI JNINM V OOSIO A 03IV8 31NI /M 83183ANI 138VI 9NlN8VM V 831:3M Ain in ( ) w8niomis ua 0 3NIDIS I SO ClgdWV a snOH J W J 00,0 I- S; S:80 '90°1 t : e j Ijnij A aljd anH Aq pau6i5 jl !6t(i "1' N T T , ),801S l6uf4S wO :IV1831 Y ZZ:Hinruzv ),v88v zz :Hinvvzv E dW 08 913ir IT T I� inviIZ d A��f v ► T :# E nV4l V ZdW + . » >«k y T 'Il lld AV 88V 6T :H lld o � AJ04S T :AEI 1S 1 NS dLUOD :1 18 1VV4 o9T :Hinvvzv kv88v osT -H1C11*#IZv T W WHOIld 29 5A. ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE alum WRIGHT, TIM 3720 TABOR CT WHEAT RIDGE, CO 80033 0161=1 STAMPED & SIGNED FOR STRUCTURAL ONLY IN -Q) T REV. DATE PV 3 5/28/2014 is 3m NON" Way CA 9W2 638�1029 T:(650) 6V F-(650) SIDE VIEW OF MP21 M"Tm S ri Comp Mount Type C (21) CANADIAN SOLAR # CS6P-255PX i__S%A REDGEJSE WRIGHT, TIM 3720 TABOR CT WHEAT RIDGE, CO 80033 0161=1 STAMPED & SIGNED FOR STRUCTURAL ONLY IN -Q) T REV. DATE PV 3 5/28/2014 is 3m NON" Way CA 9W2 638�1029 T:(650) 6V F-(650) SIDE VIEW OF MP21 Xap 1 Zt` 11d C� LV Inn I IJIld ' I } n— --5 --voo 93 3 038VIIk3 u s 1 �5 R01 -W9 (099YJ Sxat -sus (c�sD�g UP" :31va aA :g d 3t 3A 3 3N S 6i1 gN M AI q ( y 13 Xd Z -d SO iQ t4Zt e14 ^ C� Q ` CIId IV3H �NVIGVNVVO M Yz �,,� Vdd ltd d �. G � . �Ut�4} f�U1Q rO S S� ! 3W tk(? 5k1 A 01 1?3Yd 31ow Ni 3e it -t 41!ojqlDo a1JDVj N CIP II-9ONM Vila. `iI -IO16 SXS '*3M AIOWVS ld=3 3NOANV JO iU3N 3 n g N s a gN�a 1, 'NDtIdWS30 (� ,(�[�(} OWN E 125A/2P MAIN CIRCUIT BREAKER I �'-1 P"'n Inverter 1 (E) WRING - ------- - MR RANK Voc* = MAX VOC AT MIN TEMP (I)Conduit Kit; 314' EMT F I String(,) Of 13 on MP2,w . ..... ....... . .... ..... I ) AWG, #6, THWN- Z Block G N- Red (I)AW #6� THW 2, ( 5 ) I � AW #1 T -' 2, ' Block ' (I)AWG #10, 7HWN-Z Red ff (4) 4 WG X10, IT i WN-' -2', B I o' c k voc* 5W (1)AY G jl� THWN-2, Red Vmp 350 VDC Isc, = 15 ADC = VDC: Imp 9, 35 ADC T 2 AWG #10, PV E. Block # Copprnp (I)A WG 10, Solid Bore er EGG ff Voc* 5W VDC Isc = 15 ADC V 350 VDC Imp= 5.75 ADC (I)AWG #6, THVM-2, White NEUTRAL VMP =240 VAC Imp=20,83AAC (1)AWG 110, THM-2, White NEUTRAL VMP =240 VAC Imp 20,83AAC (I)AWG #10, THWN-Z Green EGC - (l)AWG #6, Sod Bore Copper GEC -0)Conduit Kit. 3/4' EMT I AWG THWN-2, Green EG C - ( 1 ) Conduit Kit;, 31e EMT /GE (1) Atha 00, THWN-2, Block Voc* 500 (l)AWG 110, THWN-Z Red Vmp w 350 VDC Isc = 15 At VDC Imp= 535 ADC (2) A" #10, PV WE Block (I)AWG #10, Solid Bore Copper EGC Voc* = 500 VDC Isc 15 ADC Vmp = 350 VDC Imp= 9,35 ADC (I)AWG, #10, THWIN-2, Green EGC CONMENTIAL - THE IWORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE joemom JB-8004617 00 PREIME OWNER: WRIGHT, TIM DESCRIPTION: WRIGHT RESIDENCE OEM Morie Galbraith BENEFIT OF ANYONE EXCEPT SOLAFICITY INC,, NOR SHALL IT BE DISCLOSED IN OR IN MOLL M"TING SYM, Camp Mount Type C 3720 ABOR T CT 5.355 KW PV ARRAY IN S ty. PART TO OTHERS OUM THE RE TS mown WHEAT RIDGE, CO 80033 O RGANIZATION, EXCEPT 04 CONNECTION WITH THE SALE MD USE OF THE RESPECTIVE (21) CANADIAN SOLAR # CS6P-255PX 3M 0earyiew way Soft Moteir, CA 9W2 MT: REV: DATE SOLARCITY EOUIPMENT, WITHOUT THE WIEN PERMSSION OF S"CITY M INVERTEW. SOLAREDGE LSE500OA-US-ZB-U 303 949 1714 PAGE NAW-- THREE LINE DIAGRAM PV 5 5/28/2014 T:(650) 638-1028 F:(6W) 63FS-1029 (M� SOL-CITY (765-2489) w".selorcity.mj A DC� String(s) C9 8 On MP2,MP sc -------------- mi ........ . . —,Atojws— t LOZ/9z/s 9 Ad 06VOVId NVId 31lS t !,� L 6t6 �N n-az-sn-VO0093S 30038VIOS 30 6Z --K9 (099YJ vzoi-m 099YI ZO"6 Va '04JOM UDS Aft #--a m 'UVG AM 133W 'AYR 3Wd WURA 3W inomim 'iN3K"3 AID" 3AIMOS 3K JO 3SA aW 3WS 3K XdggZ-d9SO # 8VIOS NVIOVNVO (t z) M09 03 '30CIN iV3HM WM" Kit NWO M 1 X 'tft'#ZW,)tO �,V�JdV Ad MA 9W*9 10 doevi OU� ' WON dWO SLN3W3H 3fU MnO SOUO 01 IWd M aD 310M M 03SO13SIa 38 It IWHS WN i :)jeio 4j!DJqjDq 30N30IS36 1HO18M Vill 'IHDIW ' WN" '3M AIOWIDS idMX3 3NUNV JO U3N39 I I 3HL 80.4 Mn 38 ION TIVHS 03WVND3 V630 3S MW 00 � � qtooq _9 im" a NHL 8 . NMV VWJM 3M - IVtIN3OWW 3DIA'd3S in MCI s Per C NEC .9 ,... .,: R R * t.• + 1 R *•♦ R` � O ld'i c INN 1 �" R" R R i ! M' R"* C O Lab as N� XCEL �D.h� ojr' kienuep pow v 0� v,;,�, ,su qocuu n n lb ;a a i; a. u I o o .1 A a, S bueas uOQ, SON ol juensind be iujsuj 6w )aOdn,dPpun bui(ise,, du, ,, 4, ,Uq, „ as a, 4ou'd UPs - ) - S G s J F% uO TS ',* SnN J� Lk- i ri I � 4 ] j, c; o' O'd smoilowlsul tjoilellelsul dwoo - WLlunoW)faalS ApojejoS It 100j sluatioduio, ww� so eqqv G(OWJUO,D M St) Gdodux<) pazpou\1 . PE),MUt Pci�IWEd 0 ao,Nap buipunoA”, 'Irl 04 ( P W'- 1 3 PUH - Y) d PWC' * fxppuo� U, n I '], p �",' 5 " � u , 0, .a K" C04� 'Irl O� Pk 10 d , "p"I L,091SAS Lb SG,)A�4p t Pur sampmu Cl(- s , If"ll pue Riau pAeq a Ov WZ dwoo - w ,.junoWj,99jS Q-telos 4 5 n) is 20 25 10 year product warranty on materials and workmanship 25 year linear power output warranty - KtAUH L;ornrinance O&GAXIE , 0 SGS eii7 www.canadlansolar,corn IN Curves (CS6P-255PX) 20 5k (45,2 0 b ----- ----- _1- ..G 3-2mm Tempered 9Rass Atmd�zed aruminium arm W66, 3 rhodes 4mm'(1EC)N2AWG(UL), 1000mrA MC4 or MC4 Comparabie 672pcs (40'HQj thm datasna'W 8,0 r.v h3rwef to cilarroo .uthoor P'M' ocdece About Canadian Solar ii EN krx v 0 1" C.Po"O'd a V'00 0 v4e.'No to O o6ovis"t ,*,%,r CanadianSolar CS6P-235/240/245/250/255PX Black-framed Electrical Data Temperature Characteristics SAC , CS6P-235P XCS6P-240 C66P.245P',k,'C$t�P-250PX.ICS6P-2spx a4SY 250\N' i Y 30 IV 30,2y 8,03A 8, 1 7 ,A Temperature Coelfident hort Current (Ise) Ise t0'065%/'(" a'i_0p`er;i,ng C 5t2 1461% 14,92% 5,23' ..,1 1544% % Irradiance Temperature Performance at Low _J:R��,a4atg . .. ..... .... . ...... Maximum System 4!OU9211111111 lndustry leading performance at low irradiation axcrnum Senes Fuse Rating 15A environment, +95.5% module effiCuancy from an iassification Va ssA irradiance tat I 000wim to 200wlm' Tole "a", CA - ---'_----_-- +5W (AM 1,5, 25 C) STC) of "'adence of I GDOWIm', spOCV.m AM 1,5 me CO temvel M1,10 of 25 Engineering Drawings 0 1 4 mmai Mammon Powe�jf 1744"4 1 784°4 8 1W 185W 27 24 t ............ 27 3V 2a t4 27 5V 27,5V --- — ------ 6,27A 6 38A 6,49A 6 60A 6 71A Y ms, r Open cocu VoR i� age (V'?f'1 3 current (18c) 6,86A �2 ....... . ...... TI i 6 96A 7 �08 A SA 7,29A Z W Speed I m"Is Mechanical Data Celt Type 4 Pia ty-crystatine 1 565 x 156mm, 2 or 3 Susbars Cell Arrangement/ 60 (6 x 10) 4 Dsrrmnswns 1 1638 x 982 X 40rorn (64,5 x '38 3 x1 ,x7smg IN Curves (CS6P-255PX) 20 5k (45,2 0 b ----- ----- _1- ..G 3-2mm Tempered 9Rass Atmd�zed aruminium arm W66, 3 rhodes 4mm'(1EC)N2AWG(UL), 1000mrA MC4 or MC4 Comparabie 672pcs (40'HQj thm datasna'W 8,0 r.v h3rwef to cilarroo .uthoor P'M' ocdece About Canadian Solar ii EN krx v 0 1" C.Po"O'd a V'00 0 v4e.'No to O o6ovis"t ,*,%,r CanadianSolar �tl.^ !; J OMOd 0O P 3 Je lOS M zGUiK4rti1kC3%` hdYfis�i*&+te *+2�.5` Mrt�' `.�`'tl�s'tY 144.31 tkCil'i"a3i r2�ft.�iRdC`ai �`aWtaa°Yu521� 144��M�',ky",.A�it ynktir'�Hi3^ kMYa143ti�Pa��Rna4t u'+;,k3t�4iSat U'Yac' ""dd4n`kBk�U kxtld�5ia "�.et+'i� "�MrSW�}F3F �'+a.°`t�Y"Ch`� �tl.^ !; J OMOd 0O P 3 Je lOS M SolarEdge Single Phase Inverters For North America it I CCCnA'f1 A Single Phase V eftersfor North America solar =** SE 3000A US SE380CA-U3, ) Sl'.,5000A US � SE600GA-US SE7600A-US iSE10GG0A-US SE I 1400A US Noml'nw AC Pawor Clatrn,t ?, 00C Nla: AC' Powc,, Outp AC ( Uapu7 Vo age fix , Vr, M 0 , t we VM) e % -NQM 9 i 40 2 Al. kpquency6Ai , M'ax GFM Pmectwn Counvy canfl'&'�aW� DC ( 5,C 'Jnh M'ax �npu� Voitape norn DC input vo�tq'�-' U 202V M'a, �nq'R C�went 95 '13 Mwi RxL.w 5 or" c i. cv,"'n" Ravenw NAar�ty Pfotecnor G-nouna4au" .31 5t ite -2ecvw A CEC W, _igm Eff e'.�- S 1 5 98 Rewnnue Cgaoe Dalw ANSI C. 'I V 24 32 U 202V 5 A A 1240-0 11 5 ")V Vclk"' 1 09V '3K,' 2 (',R\ 31, `i" msv 311 S Am q� r "Ov 30 S "@'o 2�30V W 4 W R'AK, RSIQ, F.theene TgN v, sa'et y U_'74 �, UR, �6998, � , C�A 22' ,..,s Connectxx Stmdarl'm WEE ' 547 E'n'iss�o s S C"'_ va '�!S B 1 ,C kwzpui condwt s�zv AWC, ,wge I 3W' m rd iwy; 1 .4-6 AAIG 3/4 AWG of I t� WG 3,A' .r 3x, m 2 2 4 , A 3y"" MII�M'7a 1,!T' s 4-6,A AWG ranec 30 IS y 0 5 i 7TS x 3 1 ,x 260 M,w,1ST1W1, W�Ih C. Safety 30 5 2,�,, 7 12,5 N 7 5 i sw��d' 'H"WXM 7M x '3 1 1 � � 17 .Y_ ,x 3a`. x 1 9" inn Al 51 �2 i 2 3 SA 7, 7 �e�g w itr AC, 1, Sarety Swkh 8 A 4 coo�tng Nato Cla"Vecn'01 rre E' er 3 3io x14 -" Vo -60 .AN 0' -6, 2 0'ectlon Rjtmg NVOA 3R F", otiv tgo, wnll"'P'% O w.' S'waltgp..� A on;" o n' v""q w "I". - SmaH, lightweight and easy to rnstafl on provided bracket - Built-in module-WvO rttonitoring - tnternet connect on through Ethernet or Wir6ess - Outdoor and indoor instaffation - Fixed voftage inverter, DC/AC conversion oniy - Pre-assembled AC,/DC Safety Switch for faster installaton - Optional —revenue grade data, AW 012.1 SE380DA-US SESDOWUS i MDODA-US SE7643OA-US SE10000A-US 38c'(3' 6000 1 VA @Q40V "I a SO 6000 Pi 50 545C, t...2 #.4' @240v INSPECTION RECORD r ;< ( .... Occu an 'V INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Mechanical Stemwall /(CEG) Concrete Encased Ground Roof Reinforcing or Monolithic Building Final Weatherproof/ French Drain Fire Department Sewer Service Lines R.O.W & Drainage Water Service Lines Parking & Landscaping POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath /Wall tie Mid -Roof A-1 Electrical Service Rough Electric Rough Plumbing F g Pipin h Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING n [Dryw Screw. FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANING AND ZONING, - BUILDING AND PUBLIC WORKS BEFO CERTIFICATE OF.00CUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZAT OFA.CE RTIFICATEOF OCCUPANCY - NQRPERMISSIO,'N FOR OCCUPANCY. -- - - -- OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD F O{dl THE. WEATHER ♦ 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: Po A - r Job Address: :3 7 n Permit Number: fl /L,m t r5 - A , : i ❑ No one available for inspection: Time / AM% M Re- Inspection required: Yes 4 o) * When corrections have been made, call for re- inspection at 303- 234 -5933' Date: it ! Inspector: Y 7/. „ - 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: I/Nfl'L k 0®~ Job Address: 372D 714-6D,< 0f Permit Number: Ogizl' lp Ago ZO,/ 7y-/ 'r/9 D 4j - No one available for inspection: Time 1-2;_9 AMII' Re-Inspection required; No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: 9-V DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division 0000 r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 23 7-8 929 Fax INSPECTION NOTICE Inspection Type: E, w A-c- l c~ o Job Address: -272 b ✓a- ao2 (f Permit Number: (A 14611 b I` A'.s n r' J 1 U -5,179c rte'1 J/ 11 fr/t/,fC~~l+ it3 l ~I~T ,Q No one available for inspection: Time /~,,701 AMOOM Re-Inspection required: Les ) No When gorrections have been made, call for re-inspection at 303-234-5933 Date: 2.3 -O ~ Inspector: y DO NOT REMOVE THIS NOTICE 1 ♦ � � i CITY OF WHEAT RIDGE Building Inspection Division �r (303) 234 -5933 Inspection line r (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 74) n 4 1,6c e4- Permit Number: (_')q14 I., ❑ No one available for inspection: Time o1 5 AM PM Re- Inspection required: Yes No * When corrections have been made, call for re- inspection at 303 -234 -5933 6 _ Date: Inspector: t DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division ~i (303) 234-5933 Inspection line I (303) 235-2855 Office ' (303) 235-2857 Fax f _ INSPECTION NOTICE Inspection Type: b e-r Job Address/Permit Number: x, i iF? ~1P4n11P fF-4e fi3 ❑ No one available for inspection: Time " AM'¢fSM Re-Inspection required: e No £ 'When corrections have been made, call for re-inspection at 303-234-5933 s' • Date: III ^I - C~'i Inspector: 4 DO NOT REMOVE THIS NOTICE ~►~i CITY OF WHEAT RIDGE ~r 0000 Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: A- ~ , r Job Address/Permit Number: 7?e) ra 4"f 611 C `d~f)6 ❑ No one available for inspection: Time 'y P! ANEW Re-Inspection required: Res No When corrections have been made, call for re-inspection at 303-234-5933 Date: rr Inspector: LU" L DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE / Building inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 235 -2857 Fax INSPECTIO NNOTICE Inspection Type: 1' A �1 �r� Job Address /Permit Number: _ >7?e) f' ❑ No one available for inspection: Time AM f M ( Re- Inspection required: Yes �� 4i t When corrections have been made, call for re inspection at 303 - 234 -5933 Date: 1 F Inspector: t DO NOT REMOVE THIS NOTICE INSPECTION RECORD OccupancylTVpe INSPECTION LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. ?� 21? _ - c�.�� - ( 2l (7 (r l` ina i�r ci INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THISIIOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic i�,, 1 Weatherproof / French Drain Building Final Sewer Service Lines Fire Department Water Service Lines R.O.W & Drainage POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof i�,, 1 Yc , Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping ""NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE'WEATHER q 30I1ON -SIHI 3AOW3d ION 00 :ao}oedsul EE85`i EZ EOE la ubl►ge sui -ei �o/ peb `spew useq envy suoi eiJoo ueynq � so), ;paalnbei uol}oadsul -ea (YUd�IIMd T swll :uol}oadsul ao} algellene auo ON ❑ I :aagwnN 3lwaad ' 7 y, �.� d �� :ssaappV qop :adRl uol;aadsul 3311ON N01103dSN1 xe j 6068 -L£Z (EOE) • a3 9980 (E0E) � eugj uoijoedsul. -Pea (00e) uoislnla uoljoadsul 6 ulplln8 3JQIa IV3HM =10 A110 / 1 ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ) o/,vai - hu- z a rFi7 Job Address: 3720 1 L~~G (21 Permit Number: 09 2/96 g i ! ❑ No one available for inspection: Time AM/PM I Re-Inspection required: Yeses N 'When corrections have been made, call for re-inspection at 303-234-5933 i~ Date: f1 'G 0? Inspector: G/ DO NOT REMOVE THIS NOTICE i f2ec~~°~ eX-sty- -J-6 e ~ low le ~2 wctr ~Cn ~0-47l-e5 r C~~~,e C,r,, 4-e, ca, '11w~ Jam. ~ L:n - v:~-l+. " ' City of Wheat Ridge 1r- Residential Roofing PERMIT - 091490 PERMIT NO: 091490'. :ISSUED:. -08/20/200.9 JOB ADDRESS: 3720 TABOR CT .`EXPIRES: 02/16/2010 DESCRIPTION: Reroof 28 sqs CONTACTS owner 303/423-8396 Tim Wright sub' 303/366-1514 Jennifer Rimkus 09-0094 Total Home Exteriors Inc. **'PARCEL INFO ZONE:. CODE: UA -USE: UA SUBDIVISION;. 0690. (BLOCK/LOT#: '0/ **-FEE SUMMARY ESTIMATED PROJECT VALUATION: 4,956.00. FEES Permit Fee 144.70 Total Valuation .00 Use Tax 89.21 4 C(7~G~}}'Is TOTAL 233.91 e.. ~k~t...... ~=:.a 127.1V Comments: Conditions:' 6 nail installation mid-roof inspection required. Board..' sheathing spaced more than `a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from'eave edge to 2' inside exterior walls. Subject to field inspections. 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 appli ation and that I assume full responsibility for. compliance with the Wheat Ridge Building Code (I.B.C) and all other appl c le Wheat R Ordinances, for work under th perm tgPlans subject to field inspection. -Zb signs ure of contractor/owner e 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the `laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of. the City..'' 2. This permit 'shall expire 180 days from the issue date. 'Requests for an extension must be received prior to expiration date. An extension may. be granted at the discretion of the Building Official. 3. If this permit expires, :a new permit may be . acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment 'has'not exceeded one. (1) year. If changes have been pr if suspension or abandonment `exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractors shall notify. the Building Inspector twenty four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be `construed to be a permit for, nor an approval of, any 'olation of the provisions of the building bodes or anyr other ordinance, law,:. rule or regulation.'. All plan revlw ~e ject to field inspections. Signature of.7R. f 611ding Official z date INSPECTIO QUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855. REQUESTS.: MUST BE `MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.:: a City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: Plan Permit Building Permit Application Property Address: 13 Property owner (please print): I o-b or cal Phone: 8 ' `-494 - Q . Mailing Address: (if different than property address) Address: City State Zip: Contractor: 7A C Contractor License t Phone: 3' S(.0W' I S l Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Approval: Use of space (description): Y ey-CZ Description of workuo-~eys C~ ~,R-o Sq. Ft./L.Ft added: Squares ` Exp. Date: Exp. Date: Approval: Approval: DA a Construction Value: $ (as calculated per the Building Valuation Data sheet) t) COLX lJ - y Plan Review (due at time of submittal): $ V BTU's Gallons Amps 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: ( NER) ( PERSONAL REPRESENT or PVV RACTOOR) COONT (OWI(ER tTIIV Eoof CONTRATOR) PRINT NAME: y ~ Q ~ Y LIGNATURE: 1~ ~ ~ Date: _ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5935) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Date 77761 9/27/2004 PropertyOwner: TOMWRIGHT Property Address : 3720 TABOR CT Contractor License No. : 20371 Building Permit Number Phone : 420-7788 Company : Jenesis Roofing, LLC Phone : 789-1505 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 W heat 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 w' h the W heat Ridge Building Code (U.B.C.) and all other applicable Wh Rid e ~ces, brwork under this permit. (OWN ER)(CONTRACTOR) SIGNED ' I ~ / DATE ~;27 1"Y Construction Value : $3,165.00 Permit Fee : $126.50 Plan Review Fee : $0.00 Use Tax : $37.98 Total: $164.48 Use : Description : REMOVE EXISTING ROOFING. INSTALL OC SUPREME 25 YR 3-TAB BUILDING DEPARTMENT USE ONLY zoraing CpmmOntsi sIC : Sq. Ft. : ]rj. 39 Approval : Documents Zoning : ,from the manufacturer shall be onsite for fi»al roof InspscNon which spec~ Bullding Comments: roofing rrrat¢rfa(S have been jny,tQlled to meet Approval : IIO MPIy tyliva.,smcond wlnd gvst-_ IgC (90 Fubllc 4Vorks Gomrttentsf: MPH wind lond-. ugc), Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Siata of Cobrado and to the Zoning Regulations and Building Code o( Wheat Ridge. Colorado or any other applicable ordinanres of the City. (2) This permil shall ezpire if (A) the work authorized is not commenced within sixry (60) days fmm issue date or (B) the building authonzed is suspended or abantlonetl for a periotl of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally iequired, pmvided no changes have been or will be made in the original plans and specifications antl any suspension or abantlonment has not exceeded one (1) yeac If changes are made or if suspension or abandonment exceeds ona (1) year, full fees shall ba paid for a new pertnit. (4) No work of any manner shall be done that will change the naNral Flow of water causing a drainage problem. (5) Contrector shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wntlen approval on inspection wrd before proceediing with successive phases of the joh. (8) The issuance of a permil or the appr s and specifrations shall not be constmed to be a permit for, nor an ap0roval of, any violation o( the provisions of the byj 1ig"cod any other ordma aw, mle or regulalion. ~ ~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address :2726 af`C' Phone : 3 U~ ~20 - 7798 Contractor License No. 1~~ Company :,J e/U~j~s Phone ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback tlistances Droposed by this pertnit application are accurefe, PBfRllt F8@ : and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or wvenants, easements or restridions of record; that all measurements shown, and allegations Plan Review Fee : made are accurate; that I have read and agree to abide by all ditions printed on this USB TeX : application, and Nai I assume full responsibilfor lia ith the Wheat Ridge Building Code (U.B.CJ and all other applicable at id rd' ce, f work under this9 1 it. ~ Total : (OWNER)(CONTRACTOR) SIGNE TE ~NS~`~9~G~~S~ Description : V~- ~ BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zonm~Commeg~ Approval : Zoning : Bdifdm ommen Approval : Pu61ic.' "`~Wiommeoi Approval : Wails : Roof : Stories : Residential Units : Occupancy: Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiretion Date : Approval: Approval: Approval : ~ ~P~s~~r-~ ~ ~Pla~s;R_e_qul~d~9 a (1) TTis permil was issued In acmrdance wiN Ne provisions set fortb in yopur appliwfion antl is subjeU lo the laws of ihe Stale af Cdo20o antl to Me Zoning RegulaUons an0 Building Cade ot Wheat Ridge, Coloretlo or any other aDPlicaDle ordinances of Me Ciry. (2) Tliis permil shall expire R(A) the work authonze0 rs not commenced within sixry (60) Oays from issue tlate or (B) Me builtlin9 authonzed is suspended or a0antloned tor a penotl o! 120 tlays. (3) If this permR expires, a new permd maY be acquircd tar a tee o( one-half the amounl nortnaly requireC, provided no rhanges have been cr will be maEe in e original Obns antl speufications arM any suspensirn or aban0onment nas not exceeUed one (1) year. If Uanges are maCe or i/ suspension or abantlonment exceetls one (1) year, NII (ees shall be paiC for a new permfl. (4) No work of any manner shall De Oone Nat wdl change the natu2l flow of water causirg a tlrainage problem. (5) Contractor shall notiN Ne Builtling Inspeclor twenrydour (24) hours in atlvance /or all inspections anC shall receive written approval an inspection card belore proceediin9 wiN successive phases oi theIob. of the bu any viola6on o~ the D~ovisions ncee law ~n+le ordregu zl1iontions shall not Ee con5trueE lo Oe a permit lor, nor an approval ol, (6) JCg o coEes ar i any ofie~ortl'inal r Chief Building inspectar Mayor THIS PERMIT VALID OALL W234 5933 24 HOURS PRIOR TO~INSPIECTION ECTOR AND MAYOR DEPARTMENT OF GOMMUNITY DEVELAPMENT 7500WES729thAVENUE BUILDING INSPECTION DIVISION PERMIT NO.MP94#4055 234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO. THiS PERMiT VACiD ONLY WHEN SiGNEO BY THE CHiEF BUiIDiNG iNSPECTOR GNC RECEIPTED BELOW. JOB ADDRESS CONTRACTOR ~ ADDRESS 37. CITY I Ve- "V cunuc VZ->" PERMIT FEE ne ❑ Wall❑ Proieclinp❑ Omer S a D Faee TYPE G SIGNS rou 1. 2. MATERIAL Total SQuen FeN Pvmif No e EiKt ❑ 7 A Y ❑ N . yp . o TION 3 ILLUMIN OS 4. SET BACK FROM PROPERTV LINE N_ 5_ E_ W Zone_ AODroved,Zone lmpeeta ($DoCi}ywhich iffront) ❑ ❑ ❑ ❑ DisaDOroWd 1. TYPE SolidO Mon Then 80% ODenD Lou Thon 80% Open MATERIAL HeiQh} ? FENCES . 3 SET BACK FROM PROPERTY LINE N_ S_ E_ W Zom_ ADDrwed,Zons ImDeefa (SpeCify whith is }ront) ❑ ❑ ❑ ❑ DiaaDOroved ' r ~ jje S e,~.- ~ . 2 OTHER ' 3 . DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIViNu DISTANCES FROM PROPERTV LINES. (SETBACNS OR PROJECTqNS INCLUDEA) J Y H ~ SPECIFV NORTM 8 A ZIP CODE LICENSE NO. STREET N4ME SHOW DISTANCES FROM THE M41N BUILDING TPP.DJOINING MOUSES, STREETS, AND PRpPERTV LINES; ON IRREGUTAR LATS, SMOW LEAST DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 780 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE ULENSE N0. MECHANICAL PERMIT ALUMINUM N1RE UNDERSIZE 8 ILLEGAI FLOOR BSM IST 2ND 3RD 4TM N0. FUEUCircNOrr Gos OII Ropwr ElkSolor Np WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BA7H TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BN LIGHTING SINK OTMER HEATING GARBAGE DISP REFRIGERATpN SVSTEM POWER SUB-GFCUITS WQTER HEP.TER Relri eront Grap UTILI7Y(RANGE,D1570SER,ETC) AUTO. WASMER Pou^ds Ch°rge FIXTURES DISH WASMER AUTOMOTIC SPRINKLER $YSTEM WIRING MOTORS 8 CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS d RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER 1 HP TOTAL FI%TURES I hereDy ocknowlsdpe thot thn opplica- tion is corrett ond undersfond tAat I connot stort this project until thit appli- COII011 II OpOrOVod, I 0011 lOTply M1t11 the laws 01 IM Stole ol Colorodo ond to the Zoninp ReQulationi onE Builtlinp Codg oftAe City of Wheat Pidpe. Any violotion ol the obovs iorms wdl eouA 9 immediote rwopafion ol fhis permf( / ~pli0anl~ ynaNn , USE TAX TOTAL FEE CHIEF BUILDI OWNER ' ~~7^' ADDRESS _1~7 PHONE L/<- CONTRACT -P7RICE DATE /G _,Z~ ZIP CODE RECEIMED J ~ ~6 % ~ k.. INSPECTOR,Cify of 4Wheat Ridp• CALL2345933 24 HOURS IN ADVANCE Date Issued / Z:)_ S _ C-~ ~ ( FOR INSPECTIONS