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4725 Saulsbury Street
/0 A i CITY OF WHEAT RIDGE Building Inspection Division ; (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: , / c 9 F--,' n R ) Job Address: 9 -7 a S Sa I) s L v cry S Permit Number: "a 0 1 8 0 1 i, S-7 ❑ No one available for inspection: Time 9= 44 3 A /PM Re -Inspection required: Yes 'Vo When corrections have been made, call for re -inspection at 303-234-5933 Date: _7 / 8 Inspector: ___rb DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 - al Job Address: N- a S- Se -1 v IG vrV Permit Number: 'off 0 1 8 0 1 !p S' -' e -1r, ❑ No one available for inspection: Time = 37 OM PM Re -Inspection required: Yes19 When corrections have been made, call for re -inspection at 303-234-5933 Date: 1/3)/� Inspector: __F 15 DO NOT REMOVE THIS NOTICE P In 7 City of Wheat Ridge y Residential Roofing PERMIT - 201801657 PERMIT NO: 201801657 ISSUED: 06/06/2018 JOB ADDRESS: 4725 Saulsbury ST EXPIRES: 06/06/2019 JOB DESCRIPTION: Residential re -roof asphalt shingles on house. Squares: 31; Pitch: 2/12 4/12 *** CONTACTS *** OWNER (303)349-3537 JOSTEN JESI SUB (720)269-4910 Jon Dahlenburg 021376 Dahlenburg Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,866.65 FEES Total Valuation 0.00 Use Tax 291.20 Permit Fee 267.70 ** TOTAL ** 558.90 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. 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. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. City of Wheat Ridge Residential Roofing PERMIT - 201801657 PERMIT NO: 201801657 ISSUED: 06/06/2018 JOB ADDRESS: 4725 Saulsbury ST EXPIRES: 06/06/2019 JOB DESCRIPTION: Residential re -roof asphalt shingles on house. Squares: 31; Pitch: 2/12 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 ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 6 — 0'/ - natu64f OWNER or CONTRAaMR (Circle 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 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. Th anc or grant',ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a or 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. Dina Kem From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 6, 2018 7:57 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dina 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 4725 Saulsbury ST.`S` c Property Owner Name Josten Property Owner Phone 303-349-3537 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address 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 Scan0215.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License 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) Dahlenburg Roofing 021376 303-669-3469 Contractor Address 4680 Teller ST Wheat Ridge CO 80033 (Primary address of your business) Contractor Email Address jpdburg@aol.com Retype Contractor Email jpdburg@aol.com Address DESCRIPTION OF WORK TOTAL SQUARES of 31 the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 13.866.6 ro Pitched roof (2:12 pitch or greater) 2 owner of the property to submit this application 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. Person Applying for Jon Dahlenburg Permit Email not displaying correctly? View it in Your browser. both? (check all that apply) What is the specific pitch of the PITCHED roof? 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? Etc) 2:12, 4:12 31 Ice and water shield on the eaves, the rest with synthetice felt, Shingles over that. Asphalt House 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 3 City of Wheat -Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291b Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Refund Application Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 291h Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom check should be made out to): _qC> Address: �i _766\ A\I� 3, City: y -p-C State: Phone: Fax: CC0 Zip: 1 Email:; } 4L0 >� Permit #: �L© oC)1V7 L! j Permit Address: 1� _�14S_ ! (,C'L3 S Reason for request: ""P hC��m�`' y}c�- fie, --���n7e.-� cam. �J t�.%. ��e.. �o�c.r� ` �.5�►'c..l,�k:��. Printed Name: `� S \�^ Signature:.— Date: For office use only � jj E I n_ This request has been: Approved enied "`� Refund Amount: $ f Approved by: Vvvlv" 411`��� Date: www.ci.wheatridge.co.us City of Wheat -Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291b Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Refund Application Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 291h Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom check should be made out to): _qC> Address: �i _766\ A\I� 3, City: y -p-C State: Phone: Fax: CC0 Zip: 1 Email:; } 4L0 >� Permit #: �L© oC)1V7 L! j Permit Address: 1� _�14S_ ! (,C'L3 S Reason for request: ""P hC��m�`' y}c�- fie, --���n7e.-� cam. �J t�.%. ��e.. �o�c.r� ` �.5�►'c..l,�k:��. Printed Name: `� S \�^ Signature:.— Date: For office use only � jj E I n_ This request has been: Approved enied "`� Refund Amount: $ f Approved by: Vvvlv" 411`��� Date: www.ci.wheatridge.co.us City of Wheat Ridge Residential Solar PERMIT - 201601769 PERMIT NO: 201601769 ISSUED: 11/14/2016 JOB ADDRESS: 4725 Saulsbury ST EXPIRES: 11/14/2017 JOB DESCRIPTION: Install a 6.5 KW roof -mounted grid -tied solar PV system **REVISION** Moved modules to only one side of house. No change in size. Inverter changed from 7.6 kw to 5.2 kw; No change in valuation. *** CONTACTS *** OWNER JOSTEN JESI GC (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,8400 FEES Total Valuation 0.00 PU D -I`="-� Residential Solar 500.00 CU ** TOTAL ** 500.00 �-`�=� *** COMMENTS *** *** CONDITIONS *** WM: 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. All work shall comply with applicable codes and ordinances and is subject to field inspections. I, by n' signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include alI entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2• This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and rocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of permit sh' ll not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c d r di nc tion of this jurisdiction. Approval of work is subject to field inspection. I / 0-i 1 -7 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 WheatN dge MMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridae.co.us FOR OFFICE USE ONLY Date: Add to Permit #�Q i� I o , !y � Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4725 Saulsbury St, Wheat Ridge CO 80033 Property Owner (please print): Jessica Josten Phone:(303) 349-3537 Property Owner Email: jesijosten _ gmail.com Mailing Address: (if different than property address) Address City, State, Zip: Submitting CompanySolar City Contact Person: Tyler Ward Phone: 253-720-4461 Contractor: Solar CI Contractors City License #: 110035 Phone: 253-720-4461 Contractor E-mail Address: tward@solarcity.com Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Changed inverter to Delta 5.2TL rkL,z� 0_ik � ���� } z�s �td� oc �0,-Vxe_ Sq. Ft./LF Amps Btu's Squares JCC Crnari.�� t� S�fS+�w� S1Z�- Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) U OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (0111NER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Digitally signed by Chris �e z PRINT NAME: Chris Luther Chris Luther o,6.,z.zo SIGNATURE: pgpa.somn�, DATE: 12/20/2016 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required 11 Not Required Building Division Valuation: $ SolarCity, December 27, 2016 RE: Project/Job # 8009602 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Josten Residence 4725 Saulsbury 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, Partially/Fully Enclosed Method - Ground/Roof Snow Load = 30 psf (Unreduced) - MP1: 2x6 @ 24" OC, Roof DL = 10 psf, Roof LL/SL = 30 psf Version #63.8 - TBD Hussein Digitally signed by Hussein kazan kaza n Date: 2016.12.27 15:39:44 -05'00' /C�Cy moo. �,N A. co �. 'f r E.0051052 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 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. *se41 The PV assembly hardware specifications are contained in the plans/docs submitt���city e Of COMMUNITY e at Wheat Rid �/EtAPMEW Hussein A. Kazan, P.E. ge BUildinDivision Professional Engineer l e � Approved PoTans T: 609.642.9016 ` 7 email: hkazan@solarcity.com f L 1/,-. D -7 4 pf, Pions Examiner Date 3055 Clear:iew !Nay San Mateo, CA 94402 r 1'050? 638 - 1028 o a - 1 29 o arcitv.com specificotioons ond�'�ar�ce o� o permit or approvd of plonx otians shpNnotbe a pemW for. of an CV0Mv01of, any violation to any Df the /XOvftm of the bukft tv tO V ode (X of or Y ��Y atiinonCes P�errnifs prey ft t ovthor; or concel the PMVWW i of the "Oft coda: or oche► ordinonCeS of the ON shah not be valid. Version #63.8 - 1'BD SolarCity 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 MP1 72" 24" 39" NA Staggered 56.8% Portrait Hardware MP1 Hardware - Portrait Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR 48" 19" 66" NA Staggered 63.6% Mounting Plane Framing Qualification Results Structure Type Spacing Pitch Member Evaluation Results MP3 Stick Frame 24" O.C. 18° Member Analysis OK 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. N 4' STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 .. " - t, - , - -Nv Vo -1 1 L' iyuic i -LJ c. P1 = u.i VLe) k�-t) lis) Pg. Le=U.7, l -t=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1 1.15 1.00 1 0.86 1 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,003 10.3 ft -1.137 0.88 Pass City at Wheat Ridge Member Properties Summary MP1 Roof Pitch Horizontal Member Spans Overhang 2.16 ft Rafter Properties Actual W 1.50" Roof System Properties Span 1 8.14 ft Actual D 5.50" Number of Spans w/o Overhang) 2 Span 2 7.73 ft Nominal Yes Roofing Material Comp Roof Span 3 1.05 A (InA21 8.25 Re -Roof No Span 4 x Sx (in. -*-3) 7.56 Plywood Sheathing No San 5 30.0 psf Ix (in^4) 20.80 Board Sheathing Solid -Sheathing Total Rake Span 18.96 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.33 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 15.00 ft Wood Grade Construction Rafter Sloe 180 PV 2 Start Fb (psi) 1,000 Rafter Spacing 24" O.C. PV 2 End Fv (psi) 180 Top Lat Bracing Full PV 3 Start E (psi) 1,500,000 Bot Lat Bracing At Support PV 3 End E-min(psi) 550,000 .. " - t, - , - -Nv Vo -1 1 L' iyuic i -LJ c. P1 = u.i VLe) k�-t) lis) Pg. Le=U.7, l -t=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1 1.15 1.00 1 0.86 1 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,003 10.3 ft -1.137 0.88 Pass City at Wheat Ridge Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.05 10.5 psf 10.5 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/SL1,2 30.0 psf X1 I x 1 30.0 psf 30.0 psf Total Load(Governing LC I TL 40.5 psf 43.7 psF .. " - t, - , - -Nv Vo -1 1 L' iyuic i -LJ c. P1 = u.i VLe) k�-t) lis) Pg. Le=U.7, l -t=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1 1.15 1.00 1 0.86 1 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result (-) Bending Stress (psi) -1,003 10.3 ft -1.137 0.88 Pass City at Wheat Ridge CALCULATION OF DESIGN WIND LOADS - MP1 Dlmnn Tnfnrm=ftinn Roofing Material Wind Design Code Comp Roof ASCE 7-10 Roof Slope Wind Design Method 180 Partially/Fully Enclosed Method Rafter Spacing Ultimate Wind Speed 24" O.C. 135 mph Framing Type / Direction Exposure Category Y -Y Rafters C PV System Type Roof Style SolarCity SleekMountTM Gable Roof Zep System Type Mean Roof Height ZS Comp 15 ft Standoff Attachment Hardware Comp Mount SRV Spanning Vents No 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 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 qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 Velocity Pressure qh 33.7 psf 17- 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 Up POP) -29.5 psf Wind Pressure Down down 16.0 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Landscape Max Allowable Cantilever Landscape Stanrinff Cnnfiauratinn Landscape Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Standoff Demand/Capacity Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Configuration Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff W -PV T -actual T -allow DCR Portrait Portrait Portrait Trib W -PV T -actual T -allow DCR 72" 24" Staggered 20 sf 3.0 psf -311 lbs 548 lbs 56.8% 48" 19" taaoered 22 sf 3.0 psf -349 lbsC of 548 lbs 63.6% UaE, 39" NA NA U TL S o I a r I n v le r t e Solar Inverters and Monitoring Residential Installations, Transf©rmeriess (TL): 3.0 kW, 3.8 M, 5.2 kW- 6-6 M, 7-6 M Features: Nide operating voltage range: 120 w 550V 'Nide temperature operating range: —13 -x-158 T (-25 - +70 'C) High CEC efficiency: 97.5% Integrated AFCI (Arc Fault Circuit Interruption) NEAr1A4 plus salt mist corrosion protection Convection coaling Dual MPPT (5.2k /6.6kwf7-6kta) Lighter and smaller c*4'at UL 1741/IEEE 1547fCEC ListedIUL 1699BINEC 1 11 a.._ Rjdee , C&LIS Technical Data for BOLIVIA TL Solar Inverters INPUT(DC) 11 k Max- roxemwiWd PV power 3604 W, 45wV1, U40IFI, LL7940 W� M37L system voltage 603V NOMLnal Vdbge 380V Oper3donal vott3g.e range 120 -SOV FLdI pCrA'er MPP range 2110-54EIV Nominal affent 8-3A 1O.SA 7.2AWMPPhi&fi ji 9,13iperiptra" 10.SAperMPPh-2Cw MxL Ourmt 18.0A 210A I5.OAperLU3PtracW itI OA�perMppjracker 20.0 pqrMPPtrwKw OC (85cmnect Inlemal UPP trwAer 1 2 112 . . . . . ........... 2 701al Input Etaings availaNa �2 14 OUTPUT (AC) [—Nmma Pow 3m v! [Smw 6mw7-60IN Maxilm"'i amw 206V V/ W ONV =DW XQVI �W 1 MOW02MVF MWW12WVI MCW@240V 6MW 20V 76MW 24V W Voltagerarmft I85-226VQ208VJ2I3-262V@240V Nomm current 14AA@2D8V1 15.BA0208VI 25.OA*20aV1 31.7A@2DSVI 31.7A Q 208 V 12.SA0240V 15.11A Q 240 V 2t6A@240V 27.5 A @ 240 V 31.7A 0 240 V �MaL wrm 15.OA 16,13A 27.5A 32A A 32.OA Nonitnal Imquency 601-12 FreWeimyrangy 5931- 60.5 HZ Nigill m-mWtIcn IVI 'WHw=012M@113.I POW: .3% Powerfactor§nornImIpmer L x.0.99 GENERAL SPECIFICATION Max- efildency 98.0%-, CEC emer" 97.5% Q? 203V 197 5% 240V ternperatim AE— 13-+I5B-F(25-+70-C)InDderaftngbekwi22F(50'C) -Cperagrig S"stemperaft- -40-165-F(-40-1850 HLnIdIty Max opertaLi atftjde 20Mm above sm Iem] MECHANICAL See L x W x D IncPas v.5 x I&# it a.5 in 26-a x 15A x 8.5 In (L X W X D n -n) [445X4GIx2I6min} (680 X 401 X 2116 M) JL &-,G IDS (213.5 tg) cowng cwvedw DC connectors 2panofS=wW=naI6hnCorrne&MboK 4pOSO . f SCMK tem"s In CoMection boX Commurduton Irtlerface Rs„ 365 DIgUy 3 LES 44.1ne LCD i EnclosuremakrIal DMostAIUMMM STANDARDS I DIRECTIVES ElectronIcs piDL-don ratIng NBMA4 +s3lt m1st owwan FMLK9)Dn Safety UL 1741-2. C&A 22.2 No. 107-01 sm ap"'O UL 1998 [Watlon Monflor Fmterrupt (JMQ r NEC 6035% LIL1741ZRD Anfl-Islanding prate -don IEEE 1547, IEEE t547-1 EWC FCC rt 15A&B, ICES 103 AFCI 1 ULIENB.ftel), NEC 6903314 WARRANTY EX-mded warranty Prd] -`nar: gfzdud -tt:cl b Mit.Dul 10 Yeats aWtional Syears (IS years total) or addlIllong 10yeass (20years baW GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND ODS AT PANEL WITH IRREVERSIBLE CRIMP Panel Number: NoMatch Meter Number: 93124009 Inv 1: DC Ungrounded Tie—In: Supply Side Connectio INV 1 — (1 )Del to # Solivia 5.2 TL LABEL: A Inverter;520OW, 240V, 97.57o, Zigbee, PLC — (25) REC# REC260PEZ PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled TYPE EC # 8041 INV 2 Underground Service Entrance Voc: 37.8 Vpmox: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E 10OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER—HAMMER Disconnect 7 POI C 30A A 10OA/2P a N GND (E)LOADS ---J__ MILBANK C Meter Socket D ~ LER—HAMMER Disconnect 6 L1 L2 N EG 91 GEC Inverter 1 IND Delta Solivio 5.2 TL aov DC+ DG —_— DC+ DGC AU: EGC— — — — — — — — — — — --——— ————— MUL11—CONTACT Delta Branch Socket ❑A 5 �B 1 Dc« Dc- MPl: 1x11 EGC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 DC+ 4 �--- C- C. MPI: 2x7 - — --——— ————— ———————— —— ———— G-- -- — — — — ————— — — — — ¢j � I I i i I )Conduit Kit; 3/4' EMT y — i I I _ � I L — GEC_r—� TO 120/240V SINGLE PHASE I I UTILITY SERVICE I I I I I I I I (N) MILBANK METER SOCKET Voc* = MAX VOC AT MIN TEMP O1 (2 )Gra r<d RaQ — (1 ) MILBANK 1 K4977—INT 5%8 x 8, Copper Load—Side Top Connector; 100A, 112 — 1/0 AWG 1 E (1)CUTLER—HAMMER DG221URB Disconnect; 30A, 240Vac, Non—Fusible, NEMA 3R — (1 ) CUTLER—HAMMER # DG030NB Ground/Neutral Kit; 30A, General Duty (DG) C SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE S(]_ C D (1) CUTLER—HAMMER # DG222NRB ^ Disconnect; 60A, 24OVoc, Fusble, NEMA 3R „ 1)MILBANK U4801—XL—ST9 ( 1 Meter Socket; 7—IN00A, 16-350, Ringless — (3) MILBANK ! K4977—INT Load—Side Tap Connector, 100A, g12 — 1/0 AWG B (3) Delta p Solivia Smart RSS Rapid Shutdown, 600V, 20A, NEMA 4X, MC4 A (1) MULTI—CONTACT / PV—AZB4 D� Branch Socket; C4 U—Joint Connector, Female Female Male —(I )MULn—CONTACT / PV—AZS4 Branch Plug; MC4 U—Joint Connector, Male Mole Female nd ( 1) AWG 16, Solid Bore Copper — ( 1) ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE IA SEPARATE (N) /6 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON—CURRENT CARRYING METAL PARTS. ®��(1)AWG 16, THWN-2, Block 1 rl— (1) AWG 16, THWN-2, Red © ��(1)AWG 110, THWN-2, Black Ise ( 1 ) AWG 110, THWN-2, Red O (4)AWC 110, PV Wire, 60OV, Black Voc* =303.89VDC (1) AWG 110, Solid Bare Copper EGC Vmp = 214.9 VDC Isc =18.02 ADC (2)AWG 110, PV Wire, 600V, Block Voc*=477.55VDC Isc =9.01 ADC Imp= 17 ADC O W (1)AWG 110, THHN/THWN-2, Green EGC Vmp = 337.7 VDC Imp= 8.5 ADC LL�=LL(1)AWG /6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21.6 AAC 1L-LL(1)AWG X10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21.6 AAC (1)Conduit Kit; 3/4' EMT (1)Conduit Kit;, 3/4' EMT ,Solid Bare Co er GEC (1)Conduit Kit; 3 4 EMT —(1)AWG J6 Copper — /. 1 AWG THWN-2, Green —( ) #8 EGC GEC—(1)Conduit Kit; 3 4 EMT / /� ® .. (2)ANG 10, PV Wire, 600V, Black Voc 303.89 VDC 1 * (1 ) ANG 110, Solid Bare Copper EGC Vmp = 214.9 VDC * . Isc — 18.02 ADC (4)AWG 10, PV Wire, 600V, Block Voc=303.89VDC Isc = 9.01 ADC Imp= 17 ADC O (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 O1 2)AWG 110, PV Wire, 60OV, Black Voc* = 477.55VDC ) ANG 110, Solid Bare Copper EGC Vmp = 337.7 VDC C Isc = 9.01 ADC Imp= 8.5 ADC 1) Conduit Kit; 3/4' EMT City d 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 INZS PART 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:PREMISE JB -8009602 00 OWNER: JEST JOSTEN 4725 SAULSBURY ST WHEAT RIDGE, CO 80033 DESCRIPTION: Jesi Josten 6.5 KW PV PAGE NAME: THREE LINE RESIDENCE ARRAY DIAGRAM DESIGN: Lilli—Jeanne Merkey eat Ridge ���, .40kyVty MOUNTING SYSTEM: Comp V4 wFlashing—Insert MODULES. (25) REC # REC260PEZ 3055 peorvieM Way T: (650) San Ma 8 CA 94402 4 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com SHEET: REV: DATE: PV 5 b 12/23/2016 INVERTER: Delta # Solivia 5.2 TL Front Of House 'W e ` A. • G� �„Q a 'f E.0051052 ���woab.�`w.O6�afa• ��� PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shinqle STORY: 1 Story LEGEND 0 (E) UTILITY METER & WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS FDC I IEiA DC DISCONNECT & WARNING LABELS AC EfEl AC DISCONNECT & WARNING LABELS m DC JUNCTION/COMBINER BOX & LABELS O 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 HEAT PRODUCING VENTS ARE RED F, 'I INTERIOR EQUIPMENT IS DASHED L /J SITE PLAN Scale: 3/32" = 1' 01, 10' 21' N w E S -THE INFORMATION HEREIN CONFIDENTIALJB-8009602 CONTAINED SHALL NOT BE USED FOR THE O O 108 NUMBER:\\',`�OI���I� PREMISE OWNER: DESCRIPTION: JEST JOSTEN Jesi Josten RESIDENCE DESIGN: Lili—Jeanne Merkey �: ••� MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 4725 SAULSBURY ST 6.5 KW PV ARRAY A'��' PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE, CO 80033 MODULES: ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (25) REC # REC260PEZ 3055 aearview Way San Mateo, CA 94402 SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME' SITE PLAN PV 2 b 12/23/2016 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.sdarcity.com INVERTER: Delta # Solivia 5.2 TL City of Wheat Ridge Residential Solar PERMIT - 201601769 PERMIT NO: 201601769 ISSUED: 11/14/2016 JOB ADDRESS: 4725 Saulsbury ST EXPIRES: 11/14/2017 JOB DESCRIPTION: Install a 6.5 KW roof -mounted grid -tied solar PV system *** CONTACTS *** OWNER JOSTEN JESI GC (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,840.00 FEES Total Valuation 0.00 Residential Solar 500.00 , ** TOTAL ** 500.00 C' l?_?f_Q050. *** COMMENTS *** *** CONDITIONS *** WM: 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. All work shall comply with applicable codes and ordinances and is subject to field inspections. 1, 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 the legal owner or have been authorized by the legal owner of the and and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signat of OWNER or CONTRACTOR (Circle one) Date j. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permi t expires, a new permit may be required to be obtained. Isuance 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 to accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Sigiature'ofL'Infl"ii in'�-0i7(ciW`�°�'�—/� Date REQUESTS MUST BE MADE BY 11:59PM ANY 8 NESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptime(a)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 W heat jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 I FOR OFFICE USE ONLY I Date: 1 Plan/Permit # nn I^ Plan Review Fee: ,�0 \ I D O Building Permit Application, 3 Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: 4725 Saulsbury St, Wheat Ridge CO 80033 Property Owner (please print): Jessica Josten Phone: 303-349-3537 Property Owner Email: jesijosten@gmail.com Mailing Address: (if different than property address) Address: Same as above Citv. State Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@SOlarCity.COnl 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 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.) 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) 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 perforin the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)W PRINT NAME: Colin Binsfeld �,�"����c:23:45,.� Colin Binsfeld Deb 2016.11.02072346 SIGNATURE: 07'00' DATE: 11/2/2016 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMME S: Reviewer: / J PUBLIC WORKS COMMENTS. Reviewer. PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ SolarCity October 14, 2016 RE: Project/Job # 8009602 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Josten Residence 4725 Saulsbury St Wheat Ridge, CO 80033 Wheat Ridge Denver Hussein ka za n Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NDS Risk Category = II Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method Ground/Roof Snow Load = 30 psf (Unreduced) MP1: 2x6 @ 24" OC, Roof DL = 10 psf, Roof LL/SL = 30 psf MP2: 2x6 @ 24" OC, Roof DL = 10 psf, Roof LL/SL = 30 psf Version #63.8 - TBD RU Digitally signed by Hussein kazan Date: 2016.10.14 13:45:08 -04'00' -t , . 1ta A. J� 7 r 2. PE.0051052 �C3 • ' � sS,��NAL ��Ca 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. City Of Professional Engineer T: 609.642.9016Wheat Ridge email: hkazan@solarcity.com 3055 Clearview Way Sari Mateo. CA 94402 - (650) 638 - 1028 (888) SOL - CITY : (650) 638 - 1029 solarcity.r_om SolarCity Version #63.8 - 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 MP1 MP2 72" 24" 39" NA Staggered 56.8% 72" 24" 39" NA Staggered 56.8% Portrait Hardware - Portrait Modules' Standoff Specifications Hardware X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MPI 48" 19" 66" NA Staggered 63.6% MP2 48" 19" 66" NA Staggered 63.6% Structure Mounting Plane Framing Type Spacing Pitch Qualification Results Member Evaluation Results MP1 Stick Frame 24" O.C. 180 MP2 Stick Frame 24" O.C. 180 Member Analysis OK Mernber 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. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Notes: 1. ps = Cs"pt; Cs -root, Cs -pv per ASCE 7 tFigure I -Z] Z. pt = 0.7 (Ce) ((:) (IS) pg; C,=0.9, 4=1.1, 15=1.0 Member Design Summa r NDS Goveming Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 0.86 1 1.15 Member Analysis Results Summary Goveming Analysis Max Moment @ Location I Capacity DCR Result Bending Stress(psi) -1,001 10.3 ft -1,137 0.88 Pass City of Wheat Ridge Divison Member Properties Summary MPI Roof Pitch Horizontal Member Spans Overhang 2.16 ft Rafter Pro erties Actual W 1.50" Roof System Pro Span 1 8.14 ft Actual D 5.50" Number of Spans w/o Overhang) 2 San 2 7.73 ft Nominal Yes Roofing Material Re -Roof Comp Roof No Span 3 San 4 t A(in ^2 Sx(in .^3 8.25 7.56 Plywood Sheathing No Span 5 1.00 Ix in^4 20.80 _ Board Sheathing Solid -Sheathing Total Rake Span 18.96 ft TL Defl'n Limit 120 Vaulted Ceiling Ceilina Finish No 1/2" Gypsum Board PV 1 Start PV 1 End 1.83 ft 14.42 ft Wood Species Wood Grade DF Construction Rafter Slope 180 PV 2 Start Fb 1,000 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 180 Top Lat Bracing Full PV 3 Start E 1,500,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 550,000 Notes: 1. ps = Cs"pt; Cs -root, Cs -pv per ASCE 7 tFigure I -Z] Z. pt = 0.7 (Ce) ((:) (IS) pg; C,=0.9, 4=1.1, 15=1.0 Member Design Summa r NDS Goveming Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 0.86 1 1.15 Member Analysis Results Summary Goveming Analysis Max Moment @ Location I Capacity DCR Result Bending Stress(psi) -1,001 10.3 ft -1,137 0.88 Pass City of Wheat Ridge Divison Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.05 10.5 psf 10.5 psf PV Dead Load PV -DL _ _ 3.0 x 1.05 t 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf --- Live/ Snow Load LL/SL',2 30.0 psf x 1 1 x 1 30.0 psf 30.0 psf Total Load (Goveming LC TL 1 1 40.5 psf 43.7 ncf Notes: 1. ps = Cs"pt; Cs -root, Cs -pv per ASCE 7 tFigure I -Z] Z. pt = 0.7 (Ce) ((:) (IS) pg; C,=0.9, 4=1.1, 15=1.0 Member Design Summa r NDS Goveming Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 0.86 1 1.15 Member Analysis Results Summary Goveming Analysis Max Moment @ Location I Capacity DCR Result Bending Stress(psi) -1,001 10.3 ft -1,137 0.88 Pass City of Wheat Ridge Divison CALCULATION OF DESIGN WIND LOADS - MP1 Roofing Material Comp Roof IBC 2012 Roof Slope Rafter Spacing 180 24" O.C. Wind Design Method Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware Partially/Fully Enclosed Method Y -Y Rafters SolarClty SleekMountTM ZS Comp Como Mount SRV Ultimate Wind Speed Spanning Vents 135 mph No Exposure Category I Wind Design Criteria Wind Design Code IBC 2012 ASCE 7-10 Table 3:26.6- Wind Design Method KA Partially/Fully Enclosed Method Section 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 K, 0.85 Table 3:26.6- Topographic Factor KA 1.00 Section Wind Directionality Factor Kd 0.85 Section 1 ImportanceFactor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 33.7 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Configuration Wind Pressure Ext. Pressure Coefficient U G U -0.88 Fig. 30.4-2A/B/C-SA/B Ext. Pressure Coefficient Down GC 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 16.0 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Configuration Landscape Landscape Landsca2e rMax Standoff Tributary Area Trib PV Assembly Dead Load W -PV Net Wind Uplift at Standoff T -actual Uplift Capacity of Standoff T -allow Standoff Demand/Capacity DCR Max Allowable Standoff Spacing Portrait Max Allowable Cantilever Portrait 72" 24" Staggered 20 sf 3.0 psf -311 lbs 548 lbs 56.8% 48" 19" 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/Canacity DCR 63.6% NA 66" NA STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Notes: 1. ps = Cs*pt; CS -root, CS -pv per ASCE / [rlgure 1-2] 2. pt = UJ (Ce) (LJ (4) pg ; (..e=U.9, C,=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + Cl_ - CF Cr D + S 1.15 1.00 0.86 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment ' @ Location Capacity DCR Result (-) Bending Stress (psi) -998 10.3 ft -1,137 0.88 Pass City of �Nheat Ftid'�P Member Properties Summary MP2 Roof System Properties Number of Spans w/o Overhang) 2 Horizontal Member Spans Overhang 2.16 ft Span 1 8.14 ft San 2 7.73 ft Rafter Pro erties Actual W 1.50" Actual D 5.50" Nominal Yes Roofing Material Comp Roof Span 3 Roof Dead Load A in^2 8.25 Re -Roof P ood Sheathing No No Span 4 Span 5 10.5_psf _ Sx(in .^3 Ix OnAQ 7.56 20.80 Board Sheathing Solid -Sheathing Total Rake Span 18.96 ft TL DefPn Limit 120 Vaulted Ceiling Ceiling Finish No 1/2" Gypsum Board PV 1 Start PV 1 End 2.58 ft 15.17 ft Wood Species Wood Grade DF Construction Rafter Slope 180 PV 2 Start X1 Fb(psi) 1,000 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 180 Top Lat Bracing Full PV 3 Start E i 1,500,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 550,000 Notes: 1. ps = Cs*pt; CS -root, CS -pv per ASCE / [rlgure 1-2] 2. pt = UJ (Ce) (LJ (4) pg ; (..e=U.9, C,=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + Cl_ - CF Cr D + S 1.15 1.00 0.86 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment ' @ Location Capacity DCR Result (-) Bending Stress (psi) -998 10.3 ft -1,137 0.88 Pass City of �Nheat Ftid'�P Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.05 10.5 psf 10.5_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/SL"2 30.0 psf X1 1XI 30.0 psf 30.0 psf Total Load(Governing LC TL 40.5 psf 43.7 nsf Notes: 1. ps = Cs*pt; CS -root, CS -pv per ASCE / [rlgure 1-2] 2. pt = UJ (Ce) (LJ (4) pg ; (..e=U.9, C,=1.1, 15=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + Cl_ - CF Cr D + S 1.15 1.00 0.86 1 1.15 Member Analysis Results Summary Governing Analysis Max Moment ' @ Location Capacity DCR Result (-) Bending Stress (psi) -998 10.3 ft -1,137 0.88 Pass City of �Nheat Ftid'�P CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material IBC 2012 Comp Roof Table 30.3-1 Roof Slope Rafter Spacing KA 180 24" O.C. Sedan 26.8 Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware V-Ult Y -Y Rafters SolarCity SleekMountT" ZS Comp Como 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 KA Partially/Fully Enclosed Method Sedan 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 KA 1.00 Sedan 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 33.7 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Confiquration Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Max Allowable Standoff Spacing Max Allowable Cantilever Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Standoff Demand/Capacity Landscape Landscape Landscape Trib W -PV T -actual T -allow DCR Portrait Portrait Portrait Trib W -PV T -actual T -allow DCR 72" 24" 3.0 psf -311 lbs 548 lbs 56.8% 19" Staggered 22 sf 3.0 psf -349 lbs 548 lbs 63.6% Y -Direction 39" NA 66,E NA Wind Pressure Ext. Pressure Coefficient U GC U -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down Down 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up Nup)-29.5 psf -- -- Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Confiquration Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Max Allowable Standoff Spacing Max Allowable Cantilever Max Standoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uplift Capacity of Standoff Standoff Demand/Capacity Landscape Landscape Landscape Trib W -PV T -actual T -allow DCR Portrait Portrait Portrait Trib W -PV T -actual T -allow DCR 72" 24" 3.0 psf -311 lbs 548 lbs 56.8% 19" Staggered 22 sf 3.0 psf -349 lbs 548 lbs 63.6% Y -Direction 39" NA 66,E NA SMART RSS Rapid shutdown combiner for Solar Inverter Technical Data for SMART RSS Technical Specifications RSS-600 INPUT RATINGS: 1 Max. system voltage 600V DC Start-up voltage 135V Operating voltage 50V ... 600V Max. Number of input circuit 1 Rated input current 20A DC Power limitation Not exceed 8kw OUTPUT RATINGS Max. Number of output circuit 1 Rated output current 20A DC GENERAL DATA Enclosure size 7.87 x 5.91x 2.09 LxWxDinches (200x150x53) (LxWxD)mm Weight 0.5 lbs. (1.1 kg) DC input/output connectors Amphenol Helios H4 PV connector Operating temperature - 40... 158 °F (-40 ... 70 °C) Storage temperature - 40... 185 °F (-40 ... 85 °C) Humidity 0 ... 100% Max. operating altitude 2000 m above sea level Mode of communication DC power line communication Warranty 10 years STANDARD COMPLIANCE Enclosure protection rating NEMA 4X Enclosure material Die-cast Aluminum Safety UL 1741, UL 1741 CRD PVRSS,CSA-C22.2 No. 107.1-01 EMC FCC Part 15 Class B Rapid shutdown NEC 2014 Article 690.12 A hELTA Sales Email: Inverter.Sales(d) delta -corp.com Sales Hotline: 1.877.440.5851 1 1.626.369.8021 Support Email: Inverter.SupPort(C- delta-corp.com Support Hotline: 1.877.442.4832 1 1.626.369.8019 (Int'I) www.delta-americas.com/Solarinverters Monday - Friday I Gam - 6pm PST (apart from Holidays) ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL -LISTED POWER -CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS, CONIC CONCRETE 3. A NATIONALLY -RECOGNIZED TESTING Digitally signed by DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN HusseinEGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. Hussein kaza n (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET -BACK A SIGN WILL BE PROVIDED WARNING OF THE Date. 2016.1 0.1 4 GALV GALVANIZED HAZARDS PER ART. 690.17. kaza n GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE 08:22:35 _04'00' GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY ,J HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER 10 10111,d e kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 0���0 Lfar`�C City of kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC '� .•''�•��'•. s Wheat idg LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). C�:.�1N A. �' ��Q COMMUNITY DEVELOPMENT MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN ;'cP �� ; Wheat Ridge Building Division (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY . T 1p,Approved Plans NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE ,pE.0051052 OC ON CENTER UL -LISTED LOCATION PROVIDED BY THE � �� Plans Ex miner pie PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING, P01 POINT OF INTERCONNECTION HARDWARE. PPHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE S'r �� Validity of permit: The issuance of a permit or opprovol of SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. speditcatioruand C omputations shop not be a permit for. an S STAINLESS STEEL aDOroval of. Ony violation to any of the provisions of the STC STANDARD TESTING CONDITIONS code or of any City ordinances. permits presuming gig TYP TYPICAL autf►ority to violate or cancel the provisions of the Building UPS UNINTERRUPTIBLE POWER SUPPLY or other ordinances of the City sholl not be valid. V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT _ 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN r PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES ► Cut THREE LINE DIAGRAM x CutTHREE Attached 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. r MODULE GROUNDING METHOD: crya� r AHJ: Wheat Ridge 1. T REV BY DATE COMME S at NAME DATE COMMENTS Qu• AVIS UTILITY: XCEL Energy (CO) CONFIDENTIAL - THE INFORMATION HEREIN IDB NUMBER JB -8009602 00PREMISE OWNER. DESCRIPTION. DESIGN. CONTAINED SHALL NOT BE USED FOR THE JESI JOSTEN Jesl Josten RESIDENCE Lilli-Jeanne MerkeyBEN' NOREFIT OF SHALL ITYONE BE DISCLOSED SOLARCITY N WHOLE ORCIN MOUNTING SYSTEM: 4725 SAULSBURY ST �._ SolarCity PART TO OTHERS OUTSIDE THE RECIPIENT'S ZS Comp V4 w Flashing -Insert 6.5 KW PV ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: WHEAT RIDGE, CO 80033 THE SALE AND USE OF THE RESPECTIVE (25) REC # REC260PEZ 3055 Cleorvier Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NATE: SHEET. REV DATE San Mateo, CA T:(650) 638-1028 F:(650�638 1029 PERMISSION OF soLARaTY INC. Delta # Solivia 7.6 TL COVER SHEET PV 1 10/13/2016 (888)—SOL—CITY (765-2489) www.edarcity.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: JB -8009602 00 WOUNTINC SYSTEM: ZS Comp V4 w Flashing—Insert MOWLE4 (25) REC # REC260PEZ INVERTER: Delta # Solivio 7.6 TL JESI JOSTEN 4725 SAULSBURY ST WHEAT RIDGE, CO 80033 v0•� ���N A. �'•�•F4 PE.0051052 'o14AL Front Of House Jesi Josten RESIDENCE 6.5 KW PV ARRAY PACE NAME:- SITE AMESITE PLAN PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 Si PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 S1 LEGEND O (E) UTILITY METER & WARNING LABEL lnv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS � I DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS G DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Rso RAPID SHUTDOWN STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L —'J SITE PLAN Scale: 3/32" = 1' 01, 10' 21' DESGN: Lilli—Jeanne Merkey SHEET: REV: DATE: PV 2 10/13/2016 N w E S 'SolarCity j'. 3055 CIeorvie• Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) w .aalarcity.com S1 _2„ 58— (E) LBW 7, 9„ CA SIDE VIEW OF MPI NTS MP1 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT STAGGERED PORTRAIT 48" 19" 2x6 @ 24" OC 2X6 @16" OC ROOF AZI 270 PITCH 18 STORIES: 1 ARRAY AZI 270 PITCH 18 Comp Shingle - Solid Sheathing RAFTER C.J. 2x6 @ 24 OC 2x6 @16" OC ROOF AZI 90 PITCH 18 STORIES: 1 ARRAY AZI 90 PITCH 18 Comp Shingle - Solid Sheathing 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 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 RESPECTI\E SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. #_5TA� JOB NUMBER: JB -8009602 00 MOUNTNG SYSTEM: ZS Comp V4 w Flashing—Insert REC # REC260PEZ NY RTER: Delta # Solivia 7.6 TL o���o trey .J r'P E.0051052 INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. C2) ATTACH FLASHING INSERT TO MOUNTING BLOCK AND ATTACH TO RAFTER USING LAG SCREW. INJECT SEALANT INTO FLASHING (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. CINSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. JEST JOSTEN 4725 SAULSBURY ST WHEAT RIDGE, CO 80033 S1 —2" (E) LBW —2 7,_g„ (E) LBW CB SIDE VIEW OF MPI NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" RAFTER C.J. 2x6 @ 24" OC 2X6 @16" OC ROOF AZI 270 PITCH 18 STORIES: 1 ARRAY AZI 270 PITCH 18 Comp Shingle - Solid Sheathing (E) RAFTER ATTACHED TO (N) STRUT WITH (4) 10d COMMON NAILS* (E) PURLIN ATTACHED TO (N) STRUT WITH (3) 10d COMMON NAILS* (N) CLEAT NAILED TO (N) STRUT WITH (3) 10d COMMON NAILS* (N) STRUTS (N) A34 CLIP W/ (8) 8d x 1.5" NAILS Jesl Josten RESIDENCE 6.5 KW PV ARRAY PAGE NAME-- STRUCTURAL AMESTRUCTURAL VIEWS NOTE: STRUTS CAN BE ANGLED IN ANY DIRECTION AS LONG A THEY ARE WITHIN 45' OF VERTICAL MAX. (E) LBW —45 INSTALLATION NOTES: 1. INSTALL (N) STRUTS FLUSH TO (E) RAFTERS WITH (4) 10d COMMON NAILS AND PURLIN WITH (3) 10d COMMON NAILS. 2. INSTALL (N) CLEATS TO THE (N) STRUTS DIRECTLY BELOW AND FLUSH WITH THE (E) PURLIN. 3. INSTALL (N) A34 CLIP WITH (8) 8d (0.131-) X 1.5" NAILS. * ADD (N) STRUTS AS NECESSARY TO ENSURE THAT THE PURLIN NEVER HAS A CLEAR SPAN GREATER THAN 4'. *SIMPSON WOOD SCREWS MAY BE USED IN PLACE OF 10d COMMON NAILS. — 2300 FOR 2—PLY, SD 2300 FO —PLY. City of U2 NEW STRUTS FRONT VIEW Scale: 1/2" = 1' Lilli—Jeanne Merkey SHEET: REV. DATE- PV ATEPV 3 10/13/2016 Wheat Ridge SolarCity. A,- �I -! i 3055 ClearAe• Way Sm Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) , .sdordty.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. joe NUMBER: JB -8009602 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert MDaAFS (25) REC # REC260PEZ INVERTER: Delta # Solivia 7.6 TL PREMISE Own: JESI JOSTEN 4725 SAULSBURY ST WHEAT RIDGE, CO 80033 UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. Jesi Josten RESIDENCE 6.5 KW PV ARRAY PAGE NAME UPLIFT CALCULATIONS Lilli—Jeanne Merkey SHEET: REV. DATE- PV ATEPV 4 10/13/2016 jAC, SolarCity. 3055 CNearview way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (886) -SOL -CITY (765-2489) w .solorcity.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 7.6 TL LABEL: A - (25) REC 4 REC260PEZ TYPE EC # 8041 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 93124009 Tie -In: Supply Side Connection Inverter;760OW, 240V, 97.57, Zigbee, PLC PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled INV 2 Underground Service Entrance Voc: 37.8 Vpmox: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 100A MAIN SERVICE PANEL MULTI -CONTACT Delta E 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND Branch Socket (E) WIRING CUTLER -HAMMER Disconnect MILBANK CUTLER -HAMMER q A❑❑B 1 6 Meter Socket Disconnect 5 Delta DC - POI C 40A Solivia 7.6 TL Dc- MP2: 1x11 D E EI ?aav 4,DC, EGC ---------- ------------------- r - 2 1 D A/2P 3 N GHD _ F _ ---- GIvD _--_---_----- L2 l -EGC! ---T DC' i j G r--- Cr MPl: 2x7 I GNDL GEC N DG C' I (E) LOADS r---� GND -- Ems- ------------ - - - -tj -- - - - - - - - -- -------------------- I -L � I ! I (1 )Conduit Kit; 3/4' EMT I o I z i I L -.GEC TO 120/240V I I SINGLE PHASE I I UTILITY SERVICE I I I I I I �OVti� (N) MILBANK METER SOCKET I Voc* = MAX VOC AT MIN TEMP (2)G qd RoQ - (1) MILBANK K4977 -INT O1 5%8 x 8, Load -Side Top Connector; 100A, 112 - 1/0 AWG LqJ(1) CULLER -HAMMER / OG222NRB ^ Disconnect; 60A, 24OVoc, Fusible, NEMA 3R B (3) Delta / Solivia LAI- (1)MULTI-CONTACT ! PV-AZ64 Smart RSS Rapid Shutdown, 60OV, 20A, NEMA 4X, MC4 Branch Socket; C4 U -Joint Connector, Female Female Male DC per - (2 )ILSCO J IPC 70-/6 (-� - (1) CUTLER -HAMMER ! DG100NB - (1 ) MULTI -CONTACT ! PV-AZS4 Insulation Piercing Connector; Main 4/0-4, Top 6-14 Ground/Neutral Kit; 60-100A, General Duty (DG) Branch Plug; MC4 U -Joint Connector, Male Mole Female E (1 )CUTLER -HAMMER I DG222URB Disconnect; 60A, 24OVoc, Non -Fusible, NEMA 3R (1 _( 1 -(2)FERRAZ SHAWMUT 1 TR40R PV BACKFEED OCP ( 1) AWG 16, Solid Bare Copper n� - (1 )CUTLER -HAMMER / DG100NB Ground/Neutral it; 60-100A. General Duty (DG) Cl 40A, , ass 25OV Fuse; RKS - (1) �(I)MILBANK / -XL-5T9 U480120 ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Mete Socket; 0A, /6-350 , Ringless - (3)MILB/ K497INT A SEPARATE (N) j6 GEC FROM THE ELECTRICALLY BONGED ARRAY FRAME TO THE (N) GROUND ELECTRODE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Lood-Side Tap CoCnector, 100A, 112 - 1/0 AWG o TK (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON-CURRENT CARRYING METAL PARTS (1) ANC 16, THWN-2, Block (1) AWG 16, THWN-2, Red O 1 AWG it TNWN-2, Block _ (1 )AWG /8, THWN-2, Red - O 2 AWG /10, PV Wire, 60K Block CCD Voc* = 304.61 VDC Isc =18.02 ADC (2)AWG 1111, PV Wire, 60OV, Black Voc* = 478.67VDC Isc = 9.01 ADC (I) AWG 110, THWN-2, Grew EGC Vmp = 214.9 VDC Imp=17 ADC O ` (1) AWG 110, THHN/THWN-2, Gram EGC VmP = 337.7 VDC Imp= 8.5 ADC (1 )AWG 16, THWN-2, White NEUTRAL VmP =240 VAC Imp=31.7 AAC (1)AWG 110, THWN-2, White NEUTRAL VmP -240 VAC Imp=31.7 AAC (I)Conduit Kit; 3/4' EMT (1)Conduit Kit; 3/4' EMT - (1 ) AWG 16, Solid Bare Copper GEC -(I)Conduit Kit; 3/4' EMT -(l)AWG /8, THWN-2, Green EGC/GEC - (1 ) Conduit, Kit;, 3/47 EMT ® I .... 1. WANG 110, PV Wire, 60OV, Black CCD Voc* = 478.67 VDC Isc = 9,01 ADC (4) AWG 110, PV Vire, 60OV, Block Voc* = 304.61 VDC Isc = 9.01 ADC (1 )AWG 110, THWN-2, Green EGC VmP = 337.7 VDC IMP= 8.5 ADC O (1)AWG 110, THHN/THWN-2, Green EGC VmPn214.p= ADC 1 )Conduit Kit 3/4' EMT (1 )Conduit Kit; 3/4' EMT CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER. JB -8009602 00 PREMISE ON1ER: JESI JOSTEN DESCRIPTION: Jesi Josten RESIDENCE DESIGN: Lilli-Jeanne Merkey \` �„� ■ 550 r('I }"BENEFIT SHALL IT BE DISCLOSED IN WHOLE OR IN MOUNTING SYSTEM: ZS Comp V4 w Flashing -Insert 4725 SAULSBURY ST 6.5 KW PV ARRAY '''1,`1• rNOR PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE, CO 80033 MODULES. Way an Mateo, eCC1 W ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE (25) REC # REC260PEZ SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAVE: THREE LINE DIAGRAM PV 5 10/13/2016 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) wr.salorclty.corn INVERTER: Delta Solivia 7.6 TL CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 4725 Saulsbury St UTILITY SERVICE AC DISCONNECT AC DISCONNECT INVERTER AND DC DISCONNECT SOLAR PHOTOVOLTAIC ARRAYS) L-------------------------- J 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 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: JB -8009602 00 MOUNTING SYSTEM: ZS Comp V4 w Flashing—Insert (25) REC # REC260PEZ INVERTER: Delta # Solivia 7.6 TL JB -8009602-00 JEST JOSTEN 4725 SAULSBURY ST WHEAT RIDGE, CO 80033 Jest Josten RESIDENCE 6.5 KW PV ARRAY PAGE NAME.- SITE AME:SITE PLAN PLACARD DESIGN: Lilli—Jeanne Merkey SHEET: REV: DATE: PV 6 10/13/2016 ;SolarCity 3055 CleaN" way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.Worcity.corn PHOTOVOLTAIC SYSTEM Label Location: (C) Per Code: NEC 690.31.E.3 Label Location.- (DC) ocation:(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 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 Label Location: (AC) (POI) (AC): AC Disconnect Per Code: (C): Conduit NEC 690.17(4) (CB): Combiner Box (D): Distribution Panel Cisconnec (DC): DC Disconnect (IC): Interior Run Conduit Building (INV): Inverter With Integrated (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR -'%%64j 3055 Clearwew 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, Label Set ���� T:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE i1 �0���'�y (888}501-C1Tv(765-2489) www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. �SOIarCity ®pSolar Next -Level PV Mounting Technology `� SOIarCity ®pSolar Next -Level PV Mounting Technology .Zep System for composition shingle roofs Q''onvatB �W Description PV mounting solution for composition shingle roofs m, m Works with all Zep Compatible Modules o/ oNva 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' �L 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 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 Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for venfymg the suitability of ZepSolar's products for each use. Speafications are subject to change without notice. Patents and Apps. zspats.com. Document 0 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM Components zepsolar.com Nola O 4- 4a 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 ^y Ground Zep V2 Part No. 850-1511 Listed to UL 467 and UL 2703 ink Arn Array Skirt, Grip, End Caps Part Nos. 850-0113, 850-1421, 850-1460,850-1467 Listed to UL 1565 DC Wire Clip Part No. 850-1448 Listed to UL 1565 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 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 HIGH PERFORMANCE SOLAR PANELS REC PEAK ENERGY REC Peak Energy Z -Link Series solar panels are the perfect choice for building solar systems that combine long lasting product quality with reliable power output. REC combines high quality design and manufacturing standards to produce high- performance solar panels with uncompromising quality. ►.I REC PEAK ENERGY ZLINK SERIES Alime—, Nominal Power- P. (Wp) Watt Class Sorting-(Wp) ./-3 Nominal Power Voltage- Va,e(V) 30.7 Nominal Power Current - I_ (A) 8.50 Open Circuit Voltage- V. (V) 37.8 Short Citcult Current - IX (A) 9.01 Panel Efficiency (%) 15.8 The electrical characteristics are within -/• 10% of the indicated values of 1,Va and P. at startle rd Test conditions (STC). Values at standard test conditions STC (airmass AM 1.5, ,radiance 1000 W/m', cell temperature 77'F (25'C)). At low —diance of 200 W/m' (AM 1.5 6i cell temperature 77'F (25'C)) at least 97% of the STC panel efficiencywill be achieved REC26OPEZ Nominal Power - P_ (Wp) 197 Nominal Power Voltage- V_(V) 29.0 Nominal Power Current - I_ (A) 6.81 Open Circuit Voltage- Voc (V) 357 Short Circuit Current - Isc (A) 724 Nominal operating cell temperature NOCT (800 W/m', AM? 5. wmdspeed I m/s, ambient temperature 68'F (20'C). 10 year product warranty. coos 2S year linear power output warranty Ulm (max. depression in performance of 0.7%p.a.). UL 1703, Fire rating. Type I, Class C EFFUENCY YEAR PRODUCT WARRANTY YEAR HEAR POWER OUTPUT WARRANTY OVrY, US IMPORT DUTY FREE aREF Nominal OperatingCel(Temperature(NOCT) 45.7'C(>2'Q Temperature Coefficient of P_ 440%/'C TemperatureCoefficient ofV. -077%/`C Pemperature Coefficient of lC 0.024%/'C Cell "ype 60 REC PE multi -crystalline 3 strings of 20 cells wi th bypass diodes Glass 0125 in solarglass with anti -reflection surface treatment Back Sheet: Double layer highly resistant polyester Frame: Anodized aluminum (black) Zep Groove compatible lunc t. on Box. IP67 rated O 1S6 in (12 AWG) smar cable, 2 x 4724 in Connectors H4 Amphenol Origin: Made in Singapore Operational Temperature. Maximum System Voltage Design Load: Max Series Fuse Rating: Max Reverse Current: -40 _-185'F(-40. -8S'C) 1000 V UL SO lbs/ft' (24 00 Pa) long side 301bs/ft2 (1436 Pa) short side 15A 15 A Dimensions. 65.55 x 39.02 x 1.57 in (1665 x 991 x 40 mm) Area 1775ft'(165m=) - Weight 431bs (19 5 kg) Notal All given specifications are subject to change ' without notice at any time. REC is a leading global provider of solar energy solutions. With more than 15 years of experience, we offer sustainable, high performing products, services and investments for the solar industry. Together with our partners, we create value by providing solutions that better meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSOL). Our 1,600 employees worldwide generated revenues of USD 647 million in 2013. Technical Data for Delta Smart Rapid Shutdown System RATINGS Max. system voltage 600V DC Rated input current 20A DC Rated input operating voltage 150 - 550V DC Rated input operating current 0 - 20A DC Fuse Rating NA Max. number of controlled circuits 1 Self power consumption <4W GENERAL DATA LxWxDinches 7.87 x 5.91x 2.09 Weight 0.5 Itis. Cooling Natural Convection DC input/output connectors Amphenol Helios H4 or MC4 PV Connector Bracket Groove Adapter Bracket Enclosure material Diecasl Aluminum Operating temperature - 40 - 158 'F (40 - 70 °C) Storage temperature - 40 - 185 'F (40 - 85 °C) Humidity 0- 100% Max. operating altitude 2000m above sea level STANDARD COMPLIANCE Fnclosure protection rating NEMA 4X Safety UL 1741, UL 1741 CRD PVRSS, CSA -022.2 No. 107.1-01 Rapid shutdown NEC 2014 Article 690.12 EMC FCC Part 15 A WARRANTY Standard warranty 10 years QG0MPAl/� DELTA SMART RAPID SHUTDOWN A— ,`� l� BOX ON ROOF WITHIN 10' OF PV ------------- -T.0 IN ca.w.r m COMPO� as i y iii r� ■ n; r �DC PirBRI One conduit "'"""' .- for all wiring aiiiiiiiiiiiiiiie AC Delta Products Corporation, Inc. 46101 Fremont Blvd. Fremont. CA 94538 Sales Email: ASP. Sales@delta-corp.com Support Email: ASP. Support@della-corp.cam Sales Hotline: •1-877440-5851 or .1-626-369-8021 Support Hotline: *1-877-442-4832 Support (Intl,): +1-626-369-8019 Monday to Friday from 8 am to 5 pm PST (apart from Holidays) AC AC EAKER GRID r— 1.1 eAELTA SolarCity 7!7 W '.3 -I SOI<-ar 1 nvertEars Transformerless (TL): 3.0 kW, 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW Wide Operating \/oltage Range: 85 - 550\/ Wide Operating Temperature Range: -13 - 158-F (-25 - 70-C) High CEC Efficiency= 97.59,/c. Integrated AFCI (Arc Fault Circuit Interruption) NEMA 4X plus Salt Mist Corrosion Protection Natural Convection Cooling dual MPPT (5.2kVV / 6.(3kW / 7.6kW) Compact and Lightweight UL 1741 / IEEE 1547 / IEEE 1547-1 / CEC R.- Listed /UL I e9913(Type 1 ) / NEC 690- 1 1 G tit!S SolarCity an- _ CI INPUT olmoolvarmimb-Itoo �11 \/oltmlpe Operating Voltage R Full Power MPF!�L,Ra Max Max. Max Allowed DC Loading DC Disconnect MPP Tracker Total Input Strings• - _ OUTPUT (AC) Mominal Power ow. Continuous _ Mpl[mge Range incl Currant sinal Frequency Frequency Range _ Adjustable Frequency Range ffWgtit Consumption ■Otal Harmonic C7istortion @ Norrvnal Power WOwer Factor @ Nominal Power �jdjustabl ower Factor Ran GENERAL SPECIFICATION �E �Y Oparatir�gTemperature Ranges Storage Temperatures Range sumidity Max. Operating Altitude MECHANICAL DESIGN Size L x W x ID inches (L x W x U mm) -� Weight Cooling AC Connect Compatible V�sg Guage in AC IkC Connac.-t E,patwe V®Guage in IOC _ ��t�6rface molwy STANCARCS / CIRECTIVES l 4w IW Approval jMMjMttnd- Fault Protection. �slanding Protection: �CI PV Rapid Shutdown Integrated Mater Regulation of Grid Support WARRANTY Standard Warranty [Delta Solar for SolarCity 18.0 A BOLIVIA 3_S TL ISOLIV L 20.0 A 600 V 380 V 85 - 550 V 200 - 500 V 25.0 A per MPP frac Ker 4200 W 1.5 Internal 20.0 A per MPP tracker 5000 W 1 2 2 4 3000 W 3800 W 5200 W 6600 W 3000 W @ 208 V / 3300 W @ 208 V / 5200 W @ 208 V / 6600 W @ 208 V / 3000 W (Kg? 240 V 3800 W @ 240 V 5200 W @ 2440'\/ 6600 W ot) 240 V 183 - 228 V @ 208 V / 21 1 - 264 V @ 240 \/ 14.4 A @ 208 V / 1 S.8 A @ 208 V / 24.0 A @ 208 31 .7 A @ 208 1 2.5 A @ 240 V 1 S.8 A @ 240 V 21 .6 A @ 240 V 27.5 A (Z_�E> 240 V 60 Hz 59.3 -- 60.5 Hz 57.0 - 63.0 Hz t 1 -5 W t 3% 0.99 O.SSi - O.SSc -SO db(A) @ Im 5600 W 7600 W 6600 W (EP 208 V / 7600 W @ 240 V 31.7 A@ 2 0 8 V/ Z31.7 A @ 240 V 98 97.5 % @ 208\/ / 97.5 % @ 240\/ -13 - 158-F (-25---70'C) I derating above 122�F (SOC) -40 - 185-F (-40 - 0-100-11. 2000m above sea level 19.5 x 15-8 x 8.5 in (495 x 401 x 216 mm) 26.8 x 1S.8 x 8.S in (680 x 401 x 216 mm) 43.0 lbs (19.5 Kg) Natural Convection 6S.0 lbs (29.5 kg) Spring terminals in connection box AWG 12 - AWG 6 Copper ( According to NEC 310.15 ) 2 pairs of spring terminals in connection box .4 pairs of spring terminals in connection box AWG 12 - AWG 6 Copper (According to NEC 690.8 ) Zig Bee 3 LEIDs, 4 -Line LCA 04ecast Aluminum Salta Products Corporation, Inc_ 46901 Fremont Blvd, Fremont, CA 94538 Sales Email: inva rtar.salast�daltaww.com Support Email: inverter.support@deltaww.com Sales Hotline: -1-877-440-5851 or +-1-626-369-8021 Support Hotline: -�-1 -877-442-4832 Support (Intl.): +1-626-369-8019 Monday to Friday from 7 am to 5 pm PST (apart from Holidays) NEMA 4X, IEC 60068-2-11 Salt mist UL 1741 Second Edition, CSA C22.2 1-4o.107.1-01 UL 1998 NEC 690.35, UL 1741 CRO IEEE 1547, IEEE 1547.1 FCC part 1 S Class B UL 169913 (Type 1 ), NEC 690. 1 1 UL 1741 CRO P\/RSS, NEC 690.12 (with SMART RSS) ANSI C12.1 (moat 29Z6 Accuracy) California Rule 21, "ECO Compliant, IEEE 1547 10 years D AE=L- 4dV SolarCity ®pSolar .ZS Comp for composition shingle roofs Next -Level PV Mounting Technology SolarCity ®pSolar Components As 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 Pari No. 850.1388 or 850-1613 Listed to UL 2703 iftY 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 _ Description p • / PV mounting solution for composition shingle roofs ~FeO `ems 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" Captured Washer Lag End Cap U� LISTED Part No. 850-1631-001 Part No. Specifications 850-1631-002 (L) 850-1586 or 850-1460 850-1631-003 (R) 850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psi 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 Leveling Foot Part No. 850.1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar sole warranty is contained in the written product warranty for each product. The end-user documentation shipped wth Zep Solafs products constitutes the sole specuficabons referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolars products for each use. Specifications are subject to change without notice. Patents and Apps zspats.com. Document 9 800-1839-001 Rev D Date last exported: April 29, 2016 11:22 AM 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 wdh Zep Solar s products constitutes the sole spec ificabons referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolars products for each use. Specificabons are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1839-001 Rev D Dale last exported: April 29. 2016 11:22 AM City of Wheat Ridge (� I- �y ro py Lf7aZ- S AQ/S AuRY Sr Bp 26/40 /-24f i CITY OF WHEAT RIDGE f Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: .ril�lfL Anoj Job Address: YZI5 S¢i�Ls/3u�1 v 57 Permit Number: 092131 ❑ No one available for inspection: Time Re- Inspection required: Yes No When corrections have been made, call for re Inspection at 303 - 234 - 5933 Date: Y�S/�in Inspect DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 0661= P A1d L Job Address: v LS L9 5 r Permit Number: — 0,1 !) l ❑ No one available for inspection: Time AM /PM Re- Inspection required: (S' s No When corrections have been made, cal re-fnsp ction at 303 - 2345933 Date: — P I —O Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 4 1 Job Address: - i idVUC5f,3tJJ�Y S`r Permit Number: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No * When corrections have been made, call for re- inspection at 303 - 2345933 I ; _� Date: l � i inspector: Jjl/ J DO NOT REMOVE THIS NOTICE - -- City of Wheat Ridge .rte ►J Residential Roofing PERMIT - 092131 PERMIT NO: 092131: : ISSUED:. 09/09/2009 JOB ADDRESS: 4725.-SAULSBURY ST EXPIRES: 03/08/2010 DESCRIPTION: Remove and replace 20.33 sqs:. of asphalt shingles CONTACTS gc 303/306-8447 09-0314 Big Top Roof ling Construction **"PARCEL.. INFO ZONE CODE: UA USE: UA SUBDIVISION: 0299 '..BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 3,598..41 FEES Permit Fee 126.50 Total Valuation .00 ~Z3 Use Tax 64.77 TOTAL ,191.27 z_ z 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 inspection'. I hereby certify. that the setback distances proposed by this permit application' are accurate, and do not violate applicable ordinances, rules or regulat~ ons of the City of lwheat Ridge or covenants, easements or restrictions of record; that all men a its shown, andlllations made are accurate; that I have read and agree to abideby all conditions printed on this ap 1¢ on and that uresponsibility for compliance with the Wheat Ridge Budding Code (I.H. C) and all other lle Whe bidge aces, for work under this pe it. Plans 'subject to field inspection. J Gi , Signature of contra `or owner -date 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 madein the original plane. and specifications. and any suspension or. abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceedsone (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 causinga drainage.': problem. 5. Contractor 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 yapproval of, any violation of the provisions of the building codes or any other. ordinance, law, rule or"regulation. All plan review is subject to field inspections. Signature of Chief Build' cral date INSPECTION RE- ?$r LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855.. REQUESTSMUST BS MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.'. F""E?r~o City of Wheat Ridge Building Division " , m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 cO~aRpO~ Inspection Line: 303-234-5933 Property-Address: All Uftt t sbyrot U ~Jlj Cf rr~ic. LQ $(~(j33 Property Owner (please print) : p l ~L) Ory~ Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Building Permit Application Date: g q 09 Plan Permit Contractor License Phone: 40 3 Q fp - g~$f 1 Siib Contractors; Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Description of work` Vie,~,0 (as calculated per the Building Valuation Data sheet) u j 2-Dvr I RCe i Plan Review (due at time of submittal): $ SkM5 !CS ~G J CV U A ~t P S~h~~.os Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 (1.6. my all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. l CIRLCE ONE:: (QVyNER) (CONY CTOR) or PERSONAL REP E . , TA7TIVE of (O (CONTRATOR) PRINT NAME: l/ !~t)r_1fj tr SIGNATURE: 1, Date: irsd I Bldg Valuation: $ 1 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 - CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 9681 10/26/99 Property Owner : Property Address : 4725 Saulsbury St Contractor License No. : 19753 Company : Service Experts of Denver, inc. Phone: Phone : 853-4328 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 ayree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~ ~l)44/: LtL4~ DATE~/c~ ~ Description : Replace furnace ConstructionValue: $1,632.00 Permit Fee : $60.10 Plan Review Fee : $0.00 Use Tax : $24.48 Total: $$4.58 Y BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : ~d..AYe.2 k35 1Y ku .:M.a nX^~. Approval : Approval: Occupancy : Walls : Roof Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accortlance with the pmvisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Regula6ons and Building Cotle of Wheat Ridge, Coloratlo or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) Oays from issue date or (B) fhe building authorizetl is suspended or abandoned tor a periotl of 120 days. (3) If ihis permit expires, a new permM1 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 specifcations and any suspension or abandonment has not exceeded one (1) yeac If changes are made or it suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural tlow of water causing a drainage problem. (5) Contraclor shall notiry the Building Inspector twenty-four (24) hours in advance for all inspeclions antl shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval oF drawings and speciFlCations shall nol be construetl to be a permit For, nor an approval of, any violation of the provisions of the bui ~ cotles or a other ortlinance, law, rule or regulation. r Chi uil ing Iny~ ctor ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 - CITY OF WHEAT RIDGE Date :/D-v~ p q 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Property Owner: Property Address : y,a C Sst"~~c,/ c} -K' Phone : Contractor License No. : /p7.z§73 ~ Company : 0p4&//JalvA7 s-,~e.QU<~ Phone : ~p3-8'ar3-S!~ ~ ~n c~ ~,eJ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the selback distances proposed by lhis pertnit application are accurate, P8ffT11t F2E : and do not violate applicable ordinances, rules or regulation of the Ciry of VJheat Ridge or covenants, easements or restrictions ot reeord• II meas ments shown, and allegations Plan Review Fee : made are accurate; that I have read and agr, to a ide by all t ditions printed on this appliwtion, and that I assume (ull responsi i f compliance ith the VJheat Ridge 8uild' g Use Tax : Code (U.B.C.) and all other ap ' e at dge ordina s ork unde this pe rtni , (OWNER)(CONTRACTOR) SIG D Total : Description BUILDING DEPARTMENT USE ONLY Zofim ;CbrtiS~Se~lt3'a Approval : Zoning : Bu-lfd igC en : Appro I: P,Qtilic Approval: Occupancy : Walls : Roof : Stories SIC : Sq. Ft. : Residential Units : Electrical License No :Plumbing License No : Mechanical License No C o m p a n y : ce;VE,PAcG 51EC7,giC Company : Company :c5,f4w)e-e,, ~~E.¢T~- mF DEri~~ Expiration Date : Expiration Date : Expiration Date 9 q Approval : Approval : Approval 10 lans Re~Q11PTd1~ ~ [P_I21T5'R€QUIfBtl~ ~ E~I_~13?R~dIIi~tl~l (t ) TTis pertnit waa issueC in a¢ordance with the provisions set foM in yoDUr appliotion anE Is su0'ecl Io the iaws of the State of Cobrado and to Ne Zoning Regulations antl Builtling Code of Wheat Ridge. Colorado or any otTer aOPliraEle ordinances ol ~e Cily. (2) Thia pertnil st+all espim d(A) the work auNOnzcd is nat commenud wiUin sizry (60) Oays Imm issue date or (B) Na Duiltling auNOrized is suspenEed w aEanEOneC tot a penod of 120 tlays. (7) ❑ this pem+it exDires, a new permR may De acquired for a lee of ontlwlf the amount nomully required, provided no Uanges Mve Deen or will be made in the onginal plans an0 specificationa and any suspension or aDandonmenl has not exceedeC one (1) year. If chan9es are maCe or il suspension or aDanGOnment exceeCS one (1) year, (ull tees shatl De paiC lot a new pertnit. 44) No work of any manner shall be Cone Nat will chanye the natu2l tlow ol water rausing a Erainage pro6lem. 5) Contractor sna11 noliry Ne Buildiny Inspector twenty-four (24) hours in aEvance for all inspections anC shan receive wntten approvat on inspection rard belore proceetliinq witn succesaive phases ol lne joD. (6) TTe issuance ol a permit or the appmval of drzwinga and spedficalione snall not De consWe4lo Oe a pertnH lor, nor an approval al, any violalion of the provisiwu ol the OuilOinq m0es or any otner ortlinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION