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3735 Holland Street
T S S L n Dear City of Wheat Ridge Community Development, We would like to please have cancelled the following permits and if we qualify receive a refund for: • Lillian A Martindale 3735 Holland St, Wheat Ridge Permit #: 201601963 Reasoning: Customer is not moving forward with project. • Thomas D'aquin 9099 W 38th Ave Permit #: 201700048 Reasoning: Customer is not moving forward with project. These permits have expired, and we may not qualify for a refund but would still like to have these permits voided. I have attached with this letter the original permit cards; if we do qualify for any refund please send check to: • Tesla, Inc. 470 E. 76th Ave Unit 3A Denver, CO 80229 Sincerely, r Jeremy Burks I Inspection Coordinator I Operations 470 E. 7611, Ave., Unit 3A I Denver, CO 80229 c 303.619.2021 1 e jburks(a�tesla.com City of Wheat Ridge Residential Roofing PERMIT - 201704311 PERMIT NO: 201704311 ISSUED: 07/18/2017 JOB ADDRESS: 3735 Holland ST EXPIRES: 07/18/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 22 sq *** CONTACTS *** OWNER (720)937-6151 CHAVEZ GREGORY SUB (303)210-5991 Scott Falcone 150181 SF Construction Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,000.00 FEES Total Valuation 0.00 Use Tax 147.00 Permit Fee 156.75 ** TOTAL ** 303.75 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. ,, ► A City of Wheat Ridge Residential Roofing PERMIT - 201704311 PERMIT NO: 201704311 ISSUED: JOB ADDRESS: 3735 Holland ST EXPIRES: JOB DESCRIPTION: Residential Re -roof to install asphalt shingles 07/18/2017 07/18/2018 22 sq I, byy mt ig ore hereby attest that the wo to be performed shall comply with all accompanying approved plans and specifications, applice`6uilding c des, and all a licable unic' al codes, policies and procedures, and that I am the legal owner or have been authonzed by theal owner of he rope nd am a hori toobtainthisthispert. I f�rth�r a es that m. le ally. uth zed to include all entities named within this documeryt� as partieto twork to be performed and tlu4t al work to e yrer d isclosed in this document and/or its' accomnanvins anlbroved Dlak�sa su�ecifications. Signature of recompliance R or CONTRACTO (ti'rcll✓ne) Date I f I. This permsued based on the info ation provided in the permit application and accompanying plans and specifications and is subject to with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permxpire 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 Budding Official and maybe subject to a fee equal to one-half of the originalpermitfee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c npy�oorrdiinnance 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. Dane Lovett 7070fll From: no-reply@ci.wheatridge.co.us Sent: Monday, July 10, 2017 9:57 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3735 Holland St. Kim Chavez 720-937-6151 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number SF Construction Inc. 150181 303-808-2243 Contractor Email Address rosiepizano@yhaoo.com Retype Contractor Email rosiepizano@yahoo.com Address DESCRIPTION OF WORK Are you re -decking the No roof? / Description of Roofing Tear off and replace Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 22 material selected above? Does any portion of the No property include a flat / roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 22 roofing material for this project Provide additional detail This is the house pitch 7/12 here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Rosie Email not displaying correctly? View it in your browser. 3 SF Construction Inc. PMS 106 9227 E Lincoln Avenue #200 Lone Tree, Colorado 80124 Contract For: Gregory and Kimberly Chavez 3735 Holland Street Wheat Ridge, Colorado 80033 DATE: July 23, 2017 ESTIMATE 100 FOR: ROOF REPLACEMENT DESCRIPTION AMOUNT REPLACEMENT OF HAIL DAMAGED ROOF 11,920.89 SUBTRACT FOR DEPOSIT (2,531.00) 2ND PAYMENT ON COMPLETION OF ROOF REMAINDER UPON FINAL PAYMENT BY STATE FARM 7 YEAR WORKMANSHIP WARRANTY REPLACEMENT ALL VENTS AND DRIP EDGE INSTALL ICE BARRIER PER CODE AND ALL FLASHINGS INSTALL BLACK DRIP EDGE AND GUTTERS Tear off and replace 23 squares of dimensional shingles. Owens Corning Duration. Drip edge and ice/water barrier per code. New gutters. Customer phone number is: (720)937-6151 Customer Signature unhdive) 9,339.89 TOTAL City of Wheat Ridge Residential Roofing PERMIT - 201704311 PERMIT NO: 201704311 ISSUED: 07/18/2017 JOB ADDRESS: 3735 Holland ST EXPIRES: 07/18/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 22 sq *** CONTACTS *** OWNER (720)937-6151 CHAVEZ GREGORY SUB (303)210-5991 Scott Falcone 150181 SF Construction Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,000.00 FEES Total Valuation 0.00 Use Tax 147.00 Permit Fee 156.75 ** TOTAL ** 303.75 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. ,, ► A City of Wheat Ridge Residential Roofing PERMIT - 201704311 PERMIT NO: 201704311 ISSUED: JOB ADDRESS: 3735 Holland ST EXPIRES: JOB DESCRIPTION: Residential Re -roof to install asphalt shingles 07/18/2017 07/18/2018 22 sq I, byy mt ig ore hereby attest that the wo to be performed shall comply with all accompanying approved plans and specifications, applice`6uilding c des, and all a licable unic' al codes, policies and procedures, and that I am the legal owner or have been authonzed by theal owner of he rope nd am a hori toobtainthisthispert. I f�rth�r a es that m. le ally. uth zed to include all entities named within this documeryt� as partieto twork to be performed and tlu4t al work to e yrer d isclosed in this document and/or its' accomnanvins anlbroved Dlak�sa su�ecifications. Signature of recompliance R or CONTRACTO (ti'rcll✓ne) Date I f I. This permsued based on the info ation provided in the permit application and accompanying plans and specifications and is subject to with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permxpire 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 Budding Official and maybe subject to a fee equal to one-half of the originalpermitfee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c npy�oorrdiinnance 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. Dane Lovett 7070fll From: no-reply@ci.wheatridge.co.us Sent: Monday, July 10, 2017 9:57 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3735 Holland St. Kim Chavez 720-937-6151 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number SF Construction Inc. 150181 303-808-2243 Contractor Email Address rosiepizano@yhaoo.com Retype Contractor Email rosiepizano@yahoo.com Address DESCRIPTION OF WORK Are you re -decking the No roof? / Description of Roofing Tear off and replace Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 22 material selected above? Does any portion of the No property include a flat / roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 22 roofing material for this project Provide additional detail This is the house pitch 7/12 here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Rosie Email not displaying correctly? View it in your browser. 3 SF Construction Inc. PMS 106 9227 E Lincoln Avenue #200 Lone Tree, Colorado 80124 Contract For: Gregory and Kimberly Chavez 3735 Holland Street Wheat Ridge, Colorado 80033 DATE: July 23, 2017 ESTIMATE 100 FOR: ROOF REPLACEMENT DESCRIPTION AMOUNT REPLACEMENT OF HAIL DAMAGED ROOF 11,920.89 SUBTRACT FOR DEPOSIT (2,531.00) 2ND PAYMENT ON COMPLETION OF ROOF REMAINDER UPON FINAL PAYMENT BY STATE FARM 7 YEAR WORKMANSHIP WARRANTY REPLACEMENT ALL VENTS AND DRIP EDGE INSTALL ICE BARRIER PER CODE AND ALL FLASHINGS INSTALL BLACK DRIP EDGE AND GUTTERS Tear off and replace 23 squares of dimensional shingles. Owens Corning Duration. Drip edge and ice/water barrier per code. New gutters. Customer phone number is: (720)937-6151 Customer Signature unhdive) 9,339.89 TOTAL 7 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _S J ( - �-t + Job Address: 3-2 3S I Permit Number: ,D p I --:?.- 0 1--) 3 ❑ No one available for inspection: Time AM9P1 Re -Inspection required: Y s DN ''When corrections have been made, call for re -inspection at 303- 34-5 33 Date: 1 Inspector: 941 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division ... (303) 234-5933 Inspection line _:�9�(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -7 Permit Number: ? (,( -r,) `I 3 ❑ No one available for inspection: Time '~ AM/6A e Inspection required: Sys No *When corrections have been made, call for re -inspection at 303-234-5933 t/ Date: U/ Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201601963 PERMIT NO: 201601963 ISSUED: 12/19/2016 JOB ADDRESS: 3735 Holland ST EXPIRES: 12/19/2017 JOB DESCRIPTION: Install a 6.5 KW roof mounted grid -tied solar PV system *** CONTACTS *** OWNER (303)579-1733 MARTINDALE LILLIAN A GC (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,840.00 FEES ' Total Valuation 0.00 Residential Solar 500.00 _ ** TOTAL ** 500.00�� *** COMMENTS *** ! 1 *** CONDITIONS *** All work shall comply with applicable codes and ordinances and is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am 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 ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pe rmed and -that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 2. 3. 4. 5. 6. nature of OWNER o T ircle one) Date 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 permit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 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, an violation of any provision of any applicable code ora ordmance 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of jrjq_rWh6_at,1,.dgei COMMUNITY DEVELOPENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 I FOR OFFICE USE ONLY I Date: Plan/Permit # &-U flh3 Plan Review Fe TO n� I C Building Permit Application k-0144� ' Please complete all highlighted areas on both sides of this form. Incomplete applications may not i processed. * Property Address: 3735 Holland St, Wheat Ridge CO 80033 Property Owner (please print): Lillian A Martindale Phone: (303) 579-1733 Property Owner Email: van@selfstoragecolorado.com Mailing Address: (if different than property address) Address: Same as above , State, 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 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 HX ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT 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.) Install a 6.5 kW roof -mounted grid -tied solar PV system Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) _8840 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) [/ PRINT NAME: Benjamin Smythe ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Dig.1y agnea Ey B -p— SIGNATURE: Benjamin Smythe D- M161201081033-07" DATE: 121112016 DEPARTMENT USE ONLY ?//l t//(, Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: - Building Division Valuation: $ SolarCity August 24, 2016 RE: Project/Job # 8009128 Project Address: AH] SC Office Design Criteria: CERTIFICATION LETTER Martindale Residence 3735 Holland St Wheat Ridge, CO 80033 Wheat Ridge Denver - Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 135 mph, Exposure Category C Ground/Roof Snow Load = 30 psf (Unreduced) - MP4: 3x6 @ 24" OC, Roof DL = 11.5 psf, Roof LL/SL = 30 psf - MP5: 3x6 @ 24" OC, Roof DL = 11.5 psf, Roof LL/SL = 30 psf Version #61.7 - TBD RU Hussein kaza n Digitally signed by Hussein kazan Date: 2016.08.24 14:11:16 -04'00' C 0Lie ' P6' 1 N A. +rei 1C` '�• ee Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure, with upgrades specified in the plans, directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Hussein A. Kazan, P.E. Professional Engineer T: 609.642.9016 email: hkazan@solarcity.com 3055 Cl-ariie•;; Way San Mateo, Co. 94402 - (650) 638 -1028 (888) SOL -CITY : (650) 638 - 102? solarcity._om 1� t` �rea o ON��/ SolarCity Version #61.7 - TBD RU HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware Hardware - Landscape Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP4 72" 24" 39" NA Staggered 56.8% MPS 72" 24" 39" NA Staggered 56.8% Portrait Hardware Hardware - Portrait Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP4 48" 19" 66" NA Staggered 63.6% MPS 48" 19" 66" NA Staggered 63.6% Structure Mounting Plane Framing Type Spacing Pitch Qualification Results Member Evaluation Results MP4 Stick Frame 24" O.C. 180 Member Analysis OK w/ Upgrades as Specified in Plans MPS Stick Frame 24" O.C. 180 Member Analysis OK w/ Upgrades as Specified in Plans Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearvier: 'Nay San PAateo CA 04402 (o50i o38 - 1028 (888) SOL - CITY (o50) o38 - 1020 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Ce) (Ct) (I,) py; Ce=0.9, ct=1.1, I,=1.0 Member Design Summary (per NDS) Member Properties Summary CD CL + CL - CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 MP4 Horizontal Member Spans Overhang 2.16 ft Upgraded Rafter Properties Net W 3.00" Roof System Properties Span 1 11.16 ft E uiv D 5.50" Number of Spans w/o Overhang) 2 Span 2 2.81 ft Nominal Yes Roofing Material Comp Roof Span 3 1.05 A(in ^2 16.50 Re -Roof No Span 4 x Sx (in .^3) 15.12 Plywood Sheathing No San 5 30.0 psf Ix in^4 41.59 Board Sheathing Solid-Sheathinq Total Rake Span 16.96 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.67 ft Wood Species DF Ceilina Finish 1/2" Gypsum Board PV 1 End 13.25 ft Wood Grade #1 Rafter Sloe 180 PV 2 Start Fb (psi) 950 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top Lat Bracing Full PV 3 Start E (psi) 1,650,000 Bot Lat Bracing At Support PV 3 End E-min(psi) 600,000 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Ce) (Ct) (I,) py; Ce=0.9, ct=1.1, I,=1.0 Member Design Summary (per NDS) Member Loading Summary CD CL + CL - CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.05 12.1 psf 12.1 psf PV Dead Load PV -DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SLi,2 30.0 psf x 1 1 x 1 30.0 psf 30.0 psf Total Load(Governing LC TL 1 1 42.1 psf 1 45.2 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Ce) (Ct) (I,) py; Ce=0.9, ct=1.1, I,=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -843 13.3 ft -1,592 0.53 Pass CnY or Wheat Ridce CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material IBC 2012 Comp Roof Table 30.3-1 Roof Slope Rafter Spacing Krt 180 24" O.C. Section 26.8 Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware V-Ult Y -Y Rafters SolarCity SleekMountTM ZS Comp Comp Mount SRV Fig. 1609A Spanning Vents I No Section 26.7 Roof Style Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 30.3-1 Wind Design Method Krt Partially/Fully Enclosed Method Section 26.8 Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5q/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Max Standoff Tributary Area Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 PV Assembly Dead Load W -PV 33.7 psf Wind Pressure Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down G Down 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure 13 p = qh (GCp) Equation 30.4-1 Wind Pressure Up p „ -29.5 psf Wind Pressure Down down 16.0 psf ALLOWABLE STANDOFF SPACINGS Landscape X -Direction 72" Y -Direction 39" Max Allowable Standoff Spacing Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -311 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Capacity DCR 56.8% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -349 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Canac'ity DCR 63.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPS Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) p9; Ce=0.9, Ct=1.1, I,=1.0 Member Design Summary (per NDS) Member Properties Summary CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 MP5 Horizontal Member Spans Overhang 2.16 ft Upgraded Rafter Properties Net W 3.00" Roof System Properties Span 1 11.16 ft E uiv D 5.50" Number of Spans w/o Overhang) 2 Span 2 2.81 ft Nominal Yes Roofing Material Comp Roof San 3 1.05 A(in ^2) 16.50 Re -Roof No Span 4 x Sx (in .^3) 15.12 Plywood Sheathing No San 5 30.0 psf Ix in^4 41.59 Board Sheathing Solid -Sheathing Total Rake Span 16.96 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 1.75 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 13.33 ft Wood Grade #1 Rafter Sloe 180 PV 2 Start Fb (psi) 950 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top Lat Bracing Full PV 3 Start i E (psi) 1,650,000 Bot Lat Bracing At Supports PV 3 End I E-min(psi) 600,000 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) p9; Ce=0.9, Ct=1.1, I,=1.0 Member Design Summary (per NDS) Member Loading Summary CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.05 12.1 psf 12.1 psf PV Dead Load PV -DL 3.0 psf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SLi'2 30.0 psf X1 1 x 1 30.0 psf 30.0 psf Total Load(Governing LC TL 1 1 42.1 psf 1 45.2 nsf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) p9; Ce=0.9, Ct=1.1, I,=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.97 1.3 1.15 Member Analysis Results Summary Governing Analysis Max MomenK7 @ Location Result Bendin Stress si -843 +___C7acityDCR 13.3 ft 592 0.53 Pass City of Wheat Ridge CALCULATION OF DESIGN WIND LOADS - MPS Mounting Plane Information Roofing Material IBC 2012 Comp Roof Table 30.3-1 Roof Slope Rafter Spacing Krt 180 24" O.C. Section 26.8 Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware V-Ult Y -Y Rafters SolarCity SleekMountTM ZS Comp Comp Mount SRV Fig. 1609A Spanning Vents I No Section 26.7 Roof Style Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 30.3-1 Wind Design Method Krt Partially/Fully Enclosed Method Section 26.8 Ultimate Wind Speed V-Ult 135 mph Fig. 1609A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA W -PV Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 -311 lbs 33.7 psf T -allow Wind Pressure Ext. Pressure Coefficient U GCp (Up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GCp Down 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U -29.5 psf Wind Pressure Down omm) 16.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction 72" Y -Direction 39" Max Allowable Standoff Spacing Landscape Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landsca Trib Staggered 20 sf Max Standoff Tributary Area PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -311 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Capacity DCR 56.8% X -Direction Y -Direction 'Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 19" NA Standoff Confi uration Portrait Max Standoff Tributary Area Trib _Staggered 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -349 lbs Uplift Capacity of Standoff T -allow 548 lbs Standoff Demand/Caoacity DCR 63.6% ABBREVIATIONS I ELECTRICAL NOTES I JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK 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 S 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 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. 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. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. 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). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. LICENSE GENERAL NOTES TYPE EC # 8041 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC AND 2012 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: * I AHJ: Wheat Ridge UTILITY: XCEL Energy (CO) 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 -8009128 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES (25) REC # REC260PEZ INVERTER: Delta # Solivia 5.2 TL LILLIAN A MARTINDALE 3735 HOLLAND ST WHEAT RIDGE, CO 80033 Hussein kazan Digitally signed by Hussein kazan Date: 2016.08.27 10:41:03 -04'00' VICINITY MAP 12 Lillian A Martindale RESIDENCE 6.5 KW PV ARRAY PAGE NAME: COVER SHEET �k4i City of COM _VWcatRRi e MUNII,T.,Y, D[ vCLOPMENTv� at R NVheidge BUiiLal1q DiViSion Approved Plans Plans finer A Vak* of Porm't: The 4WClnCe Of a PC'Irnit or opprovd of pl< "Ci"Cotion$ and COf/lput019" shall not be a to gXwDval of, any violation permit for. a any of the provisions of the btp'IQ Code or of any City a►dnOnCes. Permits presuming to OU*'Orify to ViOIOto or Conte the provisions of the Building co of OthW ordRnonCes Of the City shall not 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 EVA INAME IDATE I COMMENTS • s : : Adam Silvestri I��` 1 3055 Clearview Way SHEET: REV: DATE San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 I PV I A 8/26/2016 (888)—SOL—CITY (765-2489) www.sdarcity.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 RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBM: JB -8009128 MOUNTING SYSTEM: ZS Comp V4 w Flashina—Insert (25) REC # REC260PEZ INVERTER: Delta # Solivia 5.2 TL 00 PREMISE OWNER: LILLIAN A MARTINDALE 3735 HOLLAND ST WHEAT RIDGE, CO 80033 Front Of House rr f �rairi�a* �f '* `L, E0051052 , .0:`*** `.si.*1 Lillian A Martindale RESIDENCE 6.5 KW PV ARRAY PAGE NAME:- SITE AME:SITE PLAN PITCH: 18 ARRAY PITCH: 18 MP4 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 18 ARRAY PITCH: 18 MP5 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shinqle STORY: 1 Story LEGEND 0 (E) UTILITY METER & WARNING LABEL lay INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER RSD RAPID SHUTDOWN STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L J SITE PLAN Scale: 1/8" = 1' 0 1' 8' 16' Adam Silvestri SHEET: REV: DATE- PV ATEPV 2 A 8/26/2016 N w E S i• .a solarCity 1 3055 Clearview Way Sm Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) ww.sdarcity.com SIDE VIEW OF MP4 NTS l V MP4 I X -SPACING I X -CANTILEVER Y -SPACING I Y -CANTILEVER I NOTES LANDSCAPE 72" 24" 1 STAGGERED PORTRAIT 1 48" 1 19" RAFTER 2X6 @ 24" OC ROOF AZI 90 PITCH 18 STORIES: 1 ARRAY AZI 90 PITCH 18 CJ. 2x6 @16" OC Como Shingle -Solid Sheathina SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE NEW AND REFERENCED TOP VIEW. 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 (IF 3—PLY) SOW SCREWS AS SHOWN AT 16. O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A J• DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON NAILS AT 6. O.C. ALONG SPAN. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED WUUU J)UKtWJ IL 4'-0" OVER MID SUPPORT 4'-0" D4 D4 MIR - TOP VIEW OF PARTIAL SISTER OVER SUPPORT Scale: 3/4"=V-0" PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP MOUNTING BLOCK ZEP FLASHING INSERT (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG SCREW (2-1/2 EMBED, MIN) (E) RAFTER 6' END DISTANCE 7r-6'`16' O.C. TYP.----7r F (E) 2x6 RAFTER Z4• SIMPSON SOW WOOD SCREWS J (N) 2x6 SIDE MEMBER 2x6 END FASTENER GROUPING V'7 Scale: 1"=1'-0" S1 STANDOFF INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. ATTACH FLASHING INSERT TO (2) MOUNTING BLOCK AND ATTACH TO RAFTER USING LAG SCREW. INJECT SEALANT INTO FLASHING (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. INSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. City of Wheat Ridge CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE NORBENEnT OF SHALL IT BENE EXCEPT DISCLOSED INWHOLEOR RCIN 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 SOLARgTY INC. JOB NUMBER:rlQwlx JB -8009128 venLn: uwLmruuv: LILLIAN A MARTINDALE Lillian A Martindale RESIDENCE 3735 HOLLAND ST 6.5 KW PV ARRAY WHEAT RIDGE, CO 80033 PAGE NAME STRUCTURAL VIEWS utyc�+: Adam Silvestri ��k� ■ } ''150 i `y MOUNTING C SYSTEM: ZS Comp V4 wFlashing—Insert MODULES (25) REC # REC260PEZ 3055 CleaNew Way San o, CA 94402 T:(650) 638-1028 F: (650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com SHEET. REV: DATE- PV 3 A 8/26/2016 INVERTER: DeItO Solivio 5.2 TL SIDE VIEW OF MP5 NTS 1 C MP5 I X -SPACING I X -CANTILEVER Y -SPACING Y{ANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" RAFTER 2X6 @ 24" OC ROOF AZI 270 PITCH 18 STORIES: 1 ARRAY AZI 270 PITCH 18 C.I. 2X6 @16" OC Comp Shinqle - Solid Sheathinq 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. SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING UPGRADE NOTES: 1. CUT AND ADD (N) SISTER AS MOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. 2 FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 (IF 3—PLY) SOW SCREWS AS SHOWN AT 16' O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A J' DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2—PLY) OR I6d FROM EACH SIDE (IF 3—PLY) COMMON NAILS AT 6' O.C. ALONG SPAN. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED (E) WALL OR SUPPORT BELOW r (E) RAFTER L SIMPSON SDW 22300 WOOD SCREWS sw (E) RIDGE BOARD - OR SUPPORT BELOW (E) PURLIN OR MID SUPPORT, (N) SISTER MEMBER CENTERED OVER MID SUPPORT 4'-0" TOP VIEW OF PARTIAL SISTER OVER SUPPORT JOB NUMBER: JB -8009128 00 MOUNTING SYSTEM: ZS ComD V4 w Flashina—Insert REC # REC260PEZ INVERTER: Delta # Solivia 5.2 TL Scale: 3/4"=V-0" LILLIAN A MARTINDALE 3735 HOLLAND ST WHEAT RIDGE, CO 80033 6' END DISTANCE O.C. TYP.-----;r (E) 2x6 RAFTER 24• SIMPSON SOW WOOD SCREWS (N) 2x6 SIDE MEMBER Lillian A Martindale RESIDENCE 6.5 KW PV ARRAY PAGE NAME STRUCTURAL VIEWS D5 2x6 END FASTENER GROUPING Scale: 1"=1'-0" Adam Silvestri SHEET: REV. DATE- PV ATEPV 3 A 8/26/2016 i;SolarCity s 3055 ClexAew Way San 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 NTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JE -8009128 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES (25) REC # REC260PEZ INVERTER: Delta # Solivia 5.2 TL LILLIAN A MARTINDALE 3735 HOLLAND ST WHEAT RIDGE, CO 80033 UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. Lillian A Martindale RESIDENCE 6.5 KW PV ARRAY PAGE NAME UPLIFT CALCULATIONS Adam Silvestri SHEET: REV: DATE PV 4 A 8/26/2016 City of Wheat Ridge Building Divison SolarCity 3055 CleaNew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: NoMatch Inv 1: DC Ungrounded INV 1 — (1 )Delta # Solivia 5.2 TL LABEL: A — (25)REC# REC260PEZ TYPE EC # 8041 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 45427401 Inverter;520OW, 240V, 97.5%, Zigbee, PLC PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled INV 2 Underground Service Entrance Voc: 37.8 Vpmax: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 125A MAIN SERVICE PANEL MULTI—CONTACT Delta Multiple Main Breakers (6 or fewer) Inverter 1 IND Branch Socket MILBANK CUTLER—HAMMER g 4 1 Meter Socket Disconnect 5 Delta DC, Solivia 5.2 TL DC- MP5: 1x11 (E) LOADS C D L1 r ---------------- EGC F L2 DG+ DC` 30A/2P UGNU — — GND — — --______-------______ N _EGCl DC- ---CC+ I 3 r _ — — C. C' MP4:2x7 A GEC G I B I I GND EGEG C— I --——— —— — ——— —---————— — — — —— GC — — — - — — ———— ———— ——t'J I I (1)Conduit Kit; 3/4" EMT — N I I EGC'GEC z z GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I I I I I I I I I Voc* = MAX VOC AT MIN TEMP O1 (1 )SQUARED 008230 PV BACKFEED BREAKER Breaker, 3 A/2P, 2 Spaces, Bolt—On (1)MILBANK f U4801—XL-5T9 Meter Socket 200A 16-350, Ringless AC R v (3)Delta ! Solivia /� (I MULTI—CONTACT / PV—AZB4 Smart RSS Rapid Shutdown, 600V, 20A NEMA 4X, MC4 ^ Branch Socket 11C4 U—Joint Connector, Female Female Male DC —(2) Ground R4— 5/8" x 8, Copper (3) MILBANK Y K4977—INT Load—Side Top Connector, 100A, — 1/0 AWG — (1) MULTI—CONTACT / PV—AZS4 #12 ��� I I) r (1)CUTLERHAMMER / DG221UR6 — Disconnect; 30A, 240Vac, Non—fusible, NEMA 3R Branch Plug; MC4 U—Joint Connector, Male Male Female nd (1) AWG ik6, Solid Bare Copper I I — (1 } CUTLER—HAMMER # DG03ONB — ( 1) Ground Rod; 5/8" x 8', Copper Ground/Neutral Kit; 30A, General Duty (DG) ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE A SEPARATE (N) 16 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME To THE (N) GROUND ELECTRODE THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON—CURRENT CARRYING METAL PARTS. O (1 )AWG f10, THWN-2, Black (1 )AWG f10, THWN-2, Red O (2)AWG 110, PV Wire, 60OV, Black CCI) Voc* = 304.61 VDC Isc = 18.02 ADC ��T' (2)AWG 110, PV Wire, 60OV, Black Voc* = 478.67VDC Isc = 9.01 ADC (1 )AWG f10, THWN-2, Green EGC Vmp = 214.9 VDC Imp= 17 ADC O IsF (1 )AWG f10, THHN/THWN-2, Green EGC Vmp = 337.7 VDC Imp= 8.5 ADC IIL.���LLL (1) AWG f10, THWN-2, White NEUTRAL Vmp =240 VAC Imp= 21.6 AAC (1) Conduit Kit; 3/4' EMT IL LL (1 ) Conduit Kit; 3/4' EMT —(1 )AWG #8, THWN-2, Green EGC/GEC — (I Conduit Kit; 3/4' EMT ® (2)AWG 110, PV Wire, 60OV, Black CCD Voc*=478.67VDC Isc =9.01 ADC (4)AWG f10, PV Wire, 60OV, Black Voc* =304.61 VDC Isc =9.01 ADC (1 )AWG 110, THWN-2, Green EGC Vmp = 337.7 VDC Imp= 8.5 ADC OL : (1 )AWG 110, THHN/THWN-2, Green EGC Vmp = 214.9 VDC Imp= 8.5 ADC (1 )Conduit Kit; 3/4" EMT (1 )Conduit Kit; 3/4" EMT i CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: O O PREMISE OWNER: PREMISEJB-8009128 DESCRIPTION: DESGN: CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., LILLIAN A MARTINDALE Lillian A Martindale RESIDENCE Adam Silvestri ;��`.� COlar�'}` , MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 3735 HOLLAND ST 6.5 KW PV ARRAY �i J l.�/ �, PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, WHEAT RIDGE, D G E CO 80033 MODULES 3055 Clearvew Way EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (25) REC # REC260PEZ , SiEET: REV: DATE: PV 5 A 8/26/2016 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARgTY INC. PAGE NAME: THREE LINE DIAGRAM T: (650) San Maeo, CA 9W2 F: (650) 638-1029 (888)—SOL-CITY (765-2489) www.solarcity.com INVERTER: Delta # Solivia 5.2 TL CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 3735 Holland St INVERTER AND DC DISCONNECT r- - - - - - - - - - - - - - - - - - - - -- - - - - I SOLAR PHOTOVOLTAIC ARRAY(S) AC DISCONNECT UTILITY SERVICE PHOTOVOLTAIC BACK -FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V 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 -8009128 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MODULES: (25) REC # REC260PEZ INVERTER: Delta # Solivia 5.2 TL JB -8009128-00 00 PREMISE OWNER: LILLIAN A MARTINDALE 3735 HOLLAND ST WHEAT RIDGE, CO 80033 DESCRIPTION: Lillian A Martindale RESIDENCE 6.5 KW PV ARRAY PAGE NAME-- SITE AMESITE PLAN PLACARD DESIGN: Adam Silvestri SHEET: REV: DATE- PV ATEPV 7 A 8/26/2016 City of Wheat Ridge ;SolarCity, 1 3055 Cleaview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solorcity.com PHOTOVOLTAIC SYSTEM Label Location: (C) Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location: (AC) (POI) Per Code: NEC 690.17(4) PHOTOVOLTAIC SYSTEM CONNECTED Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (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 `�Sa�j 3055 Clearvlew Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ®- San Mateo, CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, LabelSetx:(650) 638-1028 F:(650) 638-1029EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /� SolarCity-1 (888}SOL-Cr-Y(765-2489) www.solarcity.comSOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. "$OldfClty ®pSOlar Next -Level PV Mounting Technology SOldfClty I ®pSolar Next -Level PV Mounting Technology .Zep System for composition shingle roofs Grouts Zep Interlock Leveling Foot Zcp Compatible PV Module - -- y "�Zep Groove Root Attachment Array Skirt �OMPgT� e`er Description �Q PV mounting solution for composition shingle roofs FQ m Works with all Zep Compatible Modules Auto bonding UL -listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" U� LISTED Specifications • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72" and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain zepsolar.com This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM Components zepsolancom Leveling Foot Part No. 850-1172 ETL listed to UL 467 Comp Mount Part No. 850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Interlock Part No. 850-1388 Listed to UL 2703 Up -roof J 1 ti. Ground Zep V2 Part No. 850-1511 Listed to UL 467 and UL 2703 %6010 Array Skirt, Grip, End Caps Part Nos. 850-0113,850-1421, 850-1460,850-1467 Listed to UL 1565 45_PI�6411111 DC Wire Clip Part No. 850-1448 Listed to UL 1565 City of This document doesn t create any express warranty byZep Solar or about its products or services. Zep Solar s sole warranty s contained in the written product warran ry �,Building w h e at Ridge each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer iolely responsible for verifying the suitabilityof Ze Solar's products for each use. Specifications are subject to change without noti'ce.Pate Patents andApps: zsPats.m. DiVi5nf1. Document # 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM HIGH PERFORMANCE SOLAR PANELS -W ._ MIkl%iFM REC Peak Energy Z -Link Series solar panels are the perfect choice for building solar systems that combine long lasting; product qua'ity with reliable power output REC combines high quali`y design an manufacturings:andares to produ-__ performance solar .,anel_ with UnC " _ )ITl sing qu i - I 39 02 All measurements in inches Nominal Power- P_ (Wp) 260 Watt Class Sorting-(Wp) '/-5 Nominal Power Voltage - V_ (V) 30.7 Nominal Power Current- I,, (A) 8.50 Open Circuit Voltage -Vcc(V) 37.8 Short Circuit Current- Ix (A) 9.01 Panel Efficiency(%) 15.8 The electrical characteristics are within +/-10%of the indicated values of lxx, V� and Pte, at standard Test conditions (STC). Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 WTW cell temperature 77-F (25°C)). At low irradiance of 200 W/m' (AM 1.5 & cell temperature 777 (25°C)) at least 97% of the STC panel efficiency will be achieved Nominal Power-P.(Wp) 197 Nominal Power Voltage -V,n (V) 29.0 Nominal Power Current- I_ (A) 6.81 Open Circuit Voltage -VeCIV) 357 Short Circuit Current- lu (A) 7.24 Nominal operating cell temperature NOCT (800 W/m', AM 1.5, windspeed 1 m/s, ambient temperature WF (20'C). EFFICIENCY YEAR PROOUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY OUT Y*FR US IMPORT DUTY FREE FF TEMPERATURE RATINGS Nomin&OperatingCe:l'emperature(NOCT) 45.7"C(±2°C) x Temperature Coefficient ofPM,,, -040%/'C > Temperature Coefficient ofV.,-0.77%1'C Temperature Coefficient of 1,r 0024%/eC Cell Type 60 REC PE multrcrystalline 3 strings of 20 cells with bypass diodes Glass 47.24 surface treatment Back Sheet Double layer highlyresistant polyester Frame Anodized aluminum(black) Zep Groove compatible Junction Box , All measurements in inches Nominal Power- P_ (Wp) 260 Watt Class Sorting-(Wp) '/-5 Nominal Power Voltage - V_ (V) 30.7 Nominal Power Current- I,, (A) 8.50 Open Circuit Voltage -Vcc(V) 37.8 Short Circuit Current- Ix (A) 9.01 Panel Efficiency(%) 15.8 The electrical characteristics are within +/-10%of the indicated values of lxx, V� and Pte, at standard Test conditions (STC). Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 WTW cell temperature 77-F (25°C)). At low irradiance of 200 W/m' (AM 1.5 & cell temperature 777 (25°C)) at least 97% of the STC panel efficiency will be achieved Nominal Power-P.(Wp) 197 Nominal Power Voltage -V,n (V) 29.0 Nominal Power Current- I_ (A) 6.81 Open Circuit Voltage -VeCIV) 357 Short Circuit Current- lu (A) 7.24 Nominal operating cell temperature NOCT (800 W/m', AM 1.5, windspeed 1 m/s, ambient temperature WF (20'C). EFFICIENCY YEAR PROOUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY OUT Y*FR US IMPORT DUTY FREE FF TEMPERATURE RATINGS Nomin&OperatingCe:l'emperature(NOCT) 45.7"C(±2°C) x Temperature Coefficient ofPM,,, -040%/'C > Temperature Coefficient ofV.,-0.77%1'C Temperature Coefficient of 1,r 0024%/eC Cell Type 60 REC PE multrcrystalline 3 strings of 20 cells with bypass diodes Glass 0.125 in solarglass with anti -reflection surface treatment Back Sheet Double layer highlyresistant polyester Frame Anodized aluminum(black) Zep Groove compatible Junction Box IP67 rated 0156 in (12 AWG) solar cable.2 x 4724 in Connertors, H4 Amphenol Origin Made In Singapore Operational Temperature -40 . 185'F(-40_ 85'C) Maximum System Voltage 1000 V u� Design Load SO lbs/ft2(2400Pa) long side 30lbs/ft=(1436 aa) short side - Max Series Fuse Rating. 15 A Max Reverse Current: 15A 10 year product warranty. D,mensions 65.55x39-02x1.S7in(1665x991x40mm) cV—VuL us 25year linear power output warranty Area 1775ft'(1.65m=) LISTED (max. degression in performance of 0.7%p.a.). UL 1703, Fire rating: Type 1, Class C Weight 43 lbs (19.5 kg) Note All given specifications are subject to change without notice at anytime REC is a leading global provider of solar energy solutions. With more than 1S years of experience, we offer sustainable, high performing REC products, services and investments for the solar industry. Together with our partners, we create value by providing solutions that better R meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSOL). Ourl,600 employees worldwide generated revenues of USD 647 million in 2013. www.recgroup.com SolarCity ZepSolar .DWV Debris Guard for composition shingle roofs Next -Level PV Mounting Technology DWV Debris Guard Construction Detail Debris Guard, close up DWV Debris Guard is made of rugged 26 gauge galvanized steel. zepsolarcom This document does not create any express warranty by Zap Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zap Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1677-001 Rev A Date last exported: April 3, 2015 4:04 PM City of Wheat Ridge wilding Prevent blockages and keep vents open with the DWV Debris Guard. �Q,,OMPgp/e` Protects against' ~Fq` Leaves Rain COMP Pj1� • Pine needles Insects Snow Birds DWV Debris Guard is made of rugged 26 gauge galvanized steel. zepsolarcom This document does not create any express warranty by Zap Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zap Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1677-001 Rev A Date last exported: April 3, 2015 4:04 PM City of Wheat Ridge wilding Sola(C4 1 - solarcity _ LA 3 I I I` Solar Inverters Transformerless (TL): 3.0 kW, 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW Wide Operating Voltage Range: 85 - 550V Wide Operating Temperature Range: -13 - 158°F (-25 - 70°C) High CEC Efficiency: 97.5% Integrated AFCI (Arc Fault Circuit Interruption) NEMA 4X plus Salt Mist Corrosion Protection Natural Convection Cooling Dual MPPT (5.2kW / 6.6kW / 7.6kW) Compact and Lightweight UL 1741 / IEEE 1547 / IEEE 1547.1 / CEC do -11 Listed /U( 1699R(Type 1) / NFC 690.11 C us V.-- Delta Solar Inverters Datasheet for SolarCity INPUT (DC) Max System Volta 600 V Nommel Voltage 380 V Opemi a>g Voltage Range 85 - 550 V Full Power MPPT Range 200 - 500 V Max. Usable Current 18.0 A 20.0 A 20.0 A per MPP tracker Max. Short Circuit Cunem @ STC 25-0 A per MPP tracker Max. Allowable Imbalance Power 4200 W 5000 W 5600 W Allmved DC Loading Rat. 1.5 DC Disconnect -� Internal MPP Tracker i� 1 2 Total oput Strings Available 2 4 OUTPUT(AC) Nominal Power 3000 W 3800 W 5200 W 6600 W 7600 W Max. Contirxmus Power 3000 W @ 208 V / 3300 W @ 208 V/ 5200 W @ 208 V J 6600 W @ 208 V / 6600 W @ 208 V / 3000 W @ 240 V 3800 W @ 240 V 5200 W @ 240 V 6600 W @ 240 V 7600 W @ 240 V Voltage Rangy 183 - 228 V @ 208 V / 211 - 264 V@240V Nominal Currem 14.4 A@208 V/ 15.8A@206 V/ 24.0 A@206 V/ 31.7 A@208 V/ 31.7 A@208V/ 12.5A@240V 16.8A@240V 21.6 A@240V 27.5 A@240V 31.7 A@240V Nomhai Fmquenoy 80 Hz Frequency Rangy - 59.3 - 60.5 Hz Adjustable Frequency. Range 57.0 - 63.0 Hz Night Consumption _ < 1.5 W Total Hemol Distortron @ Nominal P -AN <3% Power Fa=r @ No -nal Power ,� > 0.99 Adjustable Power Factor Rat 0.851- 0.85c Acoumc Noise Emi som _� e% dbI @ M GENERAL SPECIFICATION Max. _ " - 98% CECEfficiency-`--"�-- _ 97.5%@208V/97.5%@240V e Range _� Operating Temperature70 -13 -158°F (-25-'C) ( derating above 122°F (5(rC) Storage Temperature Range ' .40 -185-F (40 - 85°C) Humidity 0-100% Max. Operating Attitude 2000m above sea level MECHANICAL DESIGN Size L x W x D Inches (L x WzIFW-W 19.5 x 15.8 x 8.5 n(495 x 401 x 216 ram) 26.8 x 15.8 x 8.5 n(680 x 401 x 216 mm) Weight 43.0 Its (19.5 kg) 65.0 lbs (29.5 kg) Cooling Net -]Convection AC Connect= Spring terminals in connection box Compatible Wring Gua9e n-- �- -c AWG 12 - AWG 6 Copper ( According to NEC 310.15) DC Conneclms 2 pairs of sprang terminals in connection box 4 pairs of spring terminals in connection box Compatible Wring Guege m DC AWG 12 - AWG 6 Copper (According to NEC 690.8) Communwation Interface ZIgBee Day 3 LEDs, 4 -Una LCD E_ra*. a Material Dienst Akxninum STANDARDS / DIRECTIVES E'rtmosure Protection RampNEMA 4)C, IEC 6006&2-11 Salt mist safety UL 1741 Second Edition, CSA C222 No.107.1-M SW Approval UL 1998 Ground -Fault Protection NEC 690.35, UL 1741 CRD AntHslanding Protector, IEEE 1547, IEEE 1547.1 EMC FCC part 15 Class B AFCI UL 16998 (Type 1), NEC 690.11 PV Rapid Shutdown UL 1741 CRD PVRSS, NEC 690.12 (with SMART RSS) Integrated Meter ANSI C12.1 (meet 2% A=racy) Regulatmn of Grid Sup - Callfomia Rule 21, HECO Compliant, EEE1547 WARRANTY Standard Warranty 10 years Dalte Products Corporation, Inc. 46101 Frenwnt Blvd, Fremont, CA 94538 Sales Email'. inverter.sales@deltexvr.com Support Ernst: inverter.supporttiIldeha-cum Sales Hotline +1-877-440-5851 or +1-626-369-8021 Support Hotline'. +1-677-4424832 Support (Intl69-6a19 .): +1.52&3 Monday to Friday from 7 am to 5 pm PST (apart from Holidays) Ah E LTA SOIdfCity ZepSolar .ZS Comp for composition shingle roofs QOOMPATd � (F �F E p00MPP��e UL LISTED zepsolar.com ,, Next -Level PV Mounting Technology '^So1arGty ZepSolar Description PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules Auto bonding UL -listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" Specifications Designed for pitched roofs • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72" and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1839-001 Rev D Date last exported: April 29, 2016 11:22 AM Components zepsolar.com Next -Level PV Mounting Technology Mounting Block Array Skirt Part No. 850-1633 Part No. 850-1608 or 500-0113 Listed to UL 2703 Listed to UL 2703 Interlock Part No. 850-1388 or 850-1613 Listed to UL 2703 s¢' Flashing Insert Grip Ground Zep V2 Part No. 850-1628 Part No. 850-1606 or 850-1421 Part No. 850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 Captured Washer Lag Part No. 850-1631-001 850-1631-002 850-1631.003 850-1631-004 Leveling Foot Pari No. 850-1397 Listed to UL 2703 End Cap Part No. (L) 850-1586 or 850.1460 (R) 850-1588 or 850-1467 DC Wire Clip Part No. 850-1509 Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1839-001 Rev D Date last exported: April 29, 2016 11:22 AM City of Wheat Ridge