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10535 W 26th Avenue
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: qa3 FEA Job Address: %4 W h ✓ Permit Number: r -0l700 S� ❑ No one available for inspection: Time 1 j *)L/ AM/PM Re -Inspection required: YesNo When corrections have been made, ca for re -inspection at 303-234-5933 Date: %// _Inspector: M7—# DO NOT REMOVE THIS NOTICE INSPECTION RECORD Inspection online fon )ttp://www.ci.wheatridge.co.us/inspection Cancellations must be submitted s� the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:-019,00q179,00q17ADDRESS: ,t j,3S /� Z&Z iJJU& JOB CODE: eqi� Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground 3 Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections jh inspection Date Inspector Initials Comments 3%j1 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 3 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: f,Q' Dpi/2 ADDRESS: bf) 35 JOB CODE:I2 Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous - Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof - 410 Final Window/Door 411 Landscape/Park/Planning'" Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 "*'`For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection'' 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE -� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `�'`1 F `E2 �X Job Address: 'S 3 S w a Ay Permit Number: Q J} ' �>L� � Z ❑ No one available for inspection: Ti Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3) Z t )1 Inspector:s=+� ►'L1,4 DO NOT REMOVE THIS NOTICE fJ i CITY OF WHEAT RIDGE -� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `�'`1 F `E2 �X Job Address: 'S 3 S w a Ay Permit Number: Q J} ' �>L� � Z ❑ No one available for inspection: Ti Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3) Z t )1 Inspector:s=+� ►'L1,4 DO NOT REMOVE THIS NOTICE fJ i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: qOq- F'rdl Rwr Job Address: 1d5 -?5 V Zh-A 141--e, Permit Number: 701010q/2 l Rad -.r /Iro-+- ` S "0f alee VFnt," pian rer,,,;fj 1�f 2 a P0C ❑ No one available for inspection: Time Re -Inspection required: Ce)s No When corrections have been made, call for�re"-inspection at 303-234- l 5933 Date: 3 / 5- 10 Inspector: ►1M ' LOW #- DO NOT REMOVE THIS NOTICE Nt i CITY OF=WHEAT RIDGE z Building Inspection Division, (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE" Inspection Type: Job Address: 'N V Permit Number: rn a n Ato V u-PIVP 62 ❑ No one available for inspection: Time sz), : a 0 AM' M Re -Inspection required: �-No �1ec- 1 Vc When corrections have been made, call for re -inspection at 303 -234 - Date: a P ) 'i� InspectQ w_ DO NOT REMOVE THIS NOTICE (ie J, City of Wheat Ridge 00!5 T Residential Roofing PERMIT - 201800412 PERMIT NO: 201800412 ISSUED: 02/09/2018 JOB ADDRESS: 10535 W 26th AVE EXPIRES: 02/09/2019 JOB DESCRIPTION: Residential re -roof with asphalt shingles. Squares: 35 Pitch: 5/12 *** CONTACTS *** OWNER (720)318-8367 TELLES DAWNNA L SUB (970)689-7830 Devan Measner/Kristi Measner 180036 First Point Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201800412 201800412 10535 W 26th AVE ISSUED: EXPIRES: Residential re -roof with asphalt shingles. Squares 02/09/2018 02/09/2019 35 Pitch: 5/12 rgnature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized I owner of theproperty and am authorized to obtain this permit and perform the work described and approved in conjunction with I further attest that I am legally authorized to include all en t' ies named within this document as parties to the work to be and that all work to be performed is disclosed in this docume t andfor its' accompanying approved plans and specifications. /ip sign (ure of A'WNER or CONTRACTOR (Circle one) I/1'ate I, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or anting of a it shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code any dman 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. First Point Construction LLC. 106 N. Marjorie Ave Milliken, CO 80543 (970)689-7830 kim@firstpointcon.net ESTIMATE ADDRESS Dawnna Telles REP FPO # ESTIMATE # 12618 DATE 02/01/2018 EXPIRATION DATE 03/01/2018 WARR/PROD Accepted By Accepted Date ot_�-40`Y ACTIVITY RATL AMOUNT 02/01/2018 Roofing 1 13,630.00 13,630.00 Tear off existing roof 1 layer. R&R all roof vents, flashing drip edge and valley metal. Install ice and water shield on the perimeter, valleys, and around the chimney and counter flash. Dry in with 15# felt and install 30 yr dimensional class 4 asphalt shingles. Haul off trash. Clean any roofing debris up. Hidden damages are extra. 02/01/2018 Permit 1 1,600.00 1,600.00 Building permit and admin. 02/01/2018 Bid 1 0.00 0.00 This bid covers only the items listed. Additional work and materials requires a change order and incur an additional charge. Local fees if any are extra. All craftsmanship is warranted for 1 year. This bid is inclusive and piecemeal items will affect the pricing. Bid is good for 30 day from the bid date. Thank You for giving First Point Construction, LLC. the opportunity to TOTAL $15,230.00bid on your project. Fax: 970-587-9695 Accepted By Accepted Date ot_�-40`Y Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Friday, February 9, 2018 11:14 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 10535 W 26th Ave. Dawnna Telles 720-318-8367 dawnnatelles@yahoo.com 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 Roofing Permit .pdf Contract CONTRACTOR INFORMATION Contractor Business Devon Measner Name r l I Contractor's License 180036 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 970-534-1259 106 N Marjorie Ave. Milliken, Co 80543 Contractor Email Address klm@firstpointcon.net Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of 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 both? (check all that apply) klm@firstpointcon.net 35 10000 lid Pitched roof (2:12 pitch or greater) z and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Devon Measner Email not displaying correctly? View it in your browser. What is the specific pitch 5:12 of the PITCHED roof? How many squares are 35 part of the PITCHED roof? Describe the roofing asphalt shingles materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional House detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application 3 City of Wheat Ridge Residential Solar PERMIT - 201708595 PERMIT NO: 201708595 ISSUED: 11/22/2017 JOB ADDRESS: 10535 W 26th AVE EXPIRES: 11/22/2018 JOB DESCRIPTION: Permit to install roof mounted, grid tied Photovoltaic system with 26 panels and 1 inverter. 6.76 KW No upgrade to system. *** CONTACTS *** OWNER (720)318-8367 TELLES DAWNNA L SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,193.60 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I by my signature, do hereby attest that the work to be performed shall comply with all accompany inthat g approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and 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 thisermit. 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. Signature OWNER or COj RACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying )Tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. A4 , Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheatpidge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 ksj_ t� Office: 303-235-2855 * Fax: 303-237-8929 Insoection Line: 303-234-5933 FOR OFFICE USE ONLY Date: l Plan/Permit # x Plan Review Fee: Building Permit Application �,��-'ds *** Please complete all highlighted areas on both sides of this form. Incomplete applications not be essed. *** Property Address: 10535 W 26th Ave, Wheat Ridge CO 80215 Property Owner (please print): Dawnna Telles Phone: 720-318-8367 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@SolarCity.Com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R 6.76 kW roof -mounted grid -tied solar PV system Sq. Ft./LF Amps ^e-dt Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) -9193.6 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I ani 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. (OW_'VER) (CONTRACTOR) or (AL"THORZZED REPRESENTATIVE) of (O ER) (CONTRACTOR)z PRAT NA.'*IE: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPA TMENTCOMM NTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. PROOF OF SUBMISSION FORMS SIGNATURE: Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: 10/23/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ ��, 6�t_ November 16, 2015 RE: Project/Job # 8026917 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Telles Residence 10535 W 26th Ave Wheat Ridge, CO 80215 Wheat Ridge Denver - Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 135 mph, Exposure Category CrIV/Vheat - Ground/Roof Snow Load = 30 psf (Unreduced)- MPl: Roof DL - MP2: Roof DL = 9 psf, Roof LL/SL = 30 psf = 9.5 Roof LL/SL = 30 psf, psf - MP3: Roof DL = 9.5 psf, Roof LL/SL = 30 psf Version #53.4 - TBD RU • 1` 4" city of CpMMU]qq r Wh6at NiTY LiE�E r �WT APPROVED Rev' , ed for o Com �isn - Date yiti__-4rtY._Oi DellMl /M i55WMt OJa Mrn�hY Or OpPIWOI O�PIOM SPIiowio" 3 and computvbuns st�aU nut be a Permit for, 0' 0' approval of ony yjalatlpllH onv of the pruasbns of the building code a of ony C'ty �„ notes" Pe rtnits presuming to 9Ne outhority to violate of cancel the Provisronf a the codes a other "',,ones of the City shall not bt vofid. Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.2308 < 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. This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. 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 ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. _.CS%XXXtr_ QUO O y K Sincerely, e �9 Y Digitally signed by Humphrey Kariuki 4 �' Humphrey Kariuki, P.E. �0{1,Qk�/t/' Date: 2015.11.16 13:26:43 �k t`7 Professional Engineer � .•= �? T: 443.451.3515 -05'00 �. ......... G email: hkariuki@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com Version #53.4 - TBD RU HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware X -X Spacing Hardware - Landscape Modules' Standoff Specifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR Mill 72" 24" 39" NA Staggered 70.1% MP2 72" 24" 39" NA Staggered 62.2% Mill 72" 24" 39" NA Staggered 62.3% Portrait Hardware X -X Spacing Hardware - Portrait Modules' Standoff Specifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration T Uplift DCR MP1 48" 19" 66" NA Staggered 78.5% Mill 48" 19" 66" NA Staggered 69.7% Mill 48" 19" 66" NA Staggered 69.8% Structure Mounting Plane Framing Type Spacing Pitch Qualification Results Member Evaluation Results Milli Pre -Fab Truss @ 24 in. O.C. 181 Member Impact Check OK MP2 Stick Frame @ 24 in. O.C. 161 Member Analysis OK MP3 Stick Frame @ 24 in. O.C. 180 Member Impact Check 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. 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.9, Ct=1.1, IS=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.96 1.5 1.15 Member Analysis Results Summary Governing Analysis Pre -PV Demand Post -PV Demand Net Im act Result Gravity Loading Check -816 psi -850 psi 1 1.04 Pass Member Properties Summary MPl Roof Pitch Horizontal Member Spans Overhang 2.16 ft Rafter Properties Actual W 1.50" Roof System Properties San 1 5.11 ft Actual D 3.50" Number of Spans w/o Overhang) 3 Span 2 4.91 ft Nominal Yes Roofing Material Comp Roof San 3 5.04 ft A 5.25 in A2 Re -Roof No Span 4 x SX 3.06 in.^3 Plywood Sheathing Yes San 5 1 30.0 psf I 5.36 in.^4 Board Sheathing None Total Rake Span ! 18.11 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.75 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 14.33 ft Wood Grade #2 Rafter Slope 180 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Em;n 580000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.9, Ct=1.1, IS=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.96 1.5 1.15 Member Analysis Results Summary Governing Analysis Pre -PV Demand Post -PV Demand Net Im act Result Gravity Loading Check -816 psi -850 psi 1 1.04 Pass Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.05 9.5 psf 9.5 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 Ix 1 30.0 psf 30.0 psf Total Load(Governing LC TL 1 39.5 psf 42.6 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.9, Ct=1.1, IS=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.96 1.5 1.15 Member Analysis Results Summary Governing Analysis Pre -PV Demand Post -PV Demand Net Im act Result Gravity Loading Check -816 psi -850 psi 1 1.04 Pass CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material KZ Comp Roof Table 30.3-1 PV System Type Krt SolarCity SleekMountT" Section 26.8 Spanning Vents Kd No Section 26.6-1 Standoff (Attachment Hardwared _ I Comp Mount Type C 3.0 psf Roof Slope j 180 Equation 30.3-1 Rafter Spacing 500 lbs 24" O.C. DCR Framing Type / Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal TTile Tile Roofs Only NA Tile Attachment System Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-10 Wind Design Method Partialty/Fully Enclosed Method Basic Wind Speed V 135 mph Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients__ Wind Pressure Exposure KZ 0.95 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 3.0 psf Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 T -allow 500 lbs 37.5 psf DCR Wind Pressure Ext. Pressure Coefficient (Up) GCp cup> -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down G ppNr, 0.45 Fig. 30.4-2A/B/C-SA/B Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure Up Mum -32.8 psf Wind Pressure Down PWIAMI16.9 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib _ 20 sf 1 PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -351 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 70.1% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever j Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -393 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 78.5% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.75 1 1.3 1.15 Member Properties Summary MP2 Roof Pitch Horizontal Member Spans Overhang 2.16 ft Upgraded Rafter Properties Net W 1.50" Roof System Properties San 1 9.60 ft E uiv D 5.50" Number of Spans w/o Overhang) 2 Span 2 5.47 ft Nominal Yes Roofing Material Comp Roof Span 3 1.04 A 8.25 in.^2 Re -Roof No Span 4 x SX 7.56 in.^3 Plywood Sheathing Yes San 5 30.0 psf I 20.80 in.^4 Board Sheathing None Total Rake Span 17.92 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.58 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 1 14.17 ft Wood Grade #2 Rafter Slope 160 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. _ PV 2 End F„ 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Emin 580000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.75 1 1.3 1.15 Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.04 9.9 psf 9.9 psf PV Dead Load PV -DL 3.0 psf x 1.04 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL1,2 30.0 psf x 1 Ix 1 30.0 psf 30.0 psf Total Load(Governing LC TL 1 39.9 psf 43.0 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summary per NDS) Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.75 1 1.3 1.15 CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material KZ Comp Roof Table 30.3-1 PV System Type Krt SolarCity SleekMountTM Section 26.8 Spanning Vents V No Fig. 26.5-1A Standoff Attachment Hardware I Comp Mount Type C Section 26.7 Roof Slope Uplift Capacity of Standoff 160 Fig. 30.4-2A/B/C-5A/B Rafter Spacing h 24" O.C. Section 26.2 Framing Type / Direction Y -Y Rafters Purlin Spacing X -X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only i NA Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind Design Method Krt Partially/Fully Enclosed Method Section 26.8 Basic Wind Speed V 135 mph Fig. 26.5-1A Exposure Category I C Section 26.7 Roof Style Uplift Capacity of Standoff 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 T -actual 311 lbs Uplift Capacity of Standoff qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 Velocity Pressure qh 33.7 psf DCR 69.7% Wind Pressure Ext. Pressure Coefficient (Up) GC, ( -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC (D..n) 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure Up p „ -29.5 psf Wind Pressure Down a „ 16.0 psf ALLOWABLE STANDOFF SPACINGS Y -Direction Max Allowable Standoff Spacing Landscape iz" J9- Max Allowable Cantilever Landscape i 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual 311 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 62.2% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -348 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 69.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 ivotes: 1. ps = Cs -pt; Cs -root, Cs -pv per ASCL i [figure i-2) 2. pr = U./ (Ce) (Ct) (is) p9; Ce=o.9, ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL -CF Cr D + S 1.15 1.00 1 0.89 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre -PV Demand Post -PV Demand Net Impact Result Gravity Loading Check -442 psi 464 psi 1.05 Pass Member Properties Summary MP3 Roof Pitch Horizontal Member Spans Overhang 2.16 ft Upgraded Rafter Properties Net W 1.50" Roof System Properties San 1 6.54 ft E uiv D 5.50" Number of Spans w/o Overhang) 2 Span 2 4.58 ft Nominal Yes Roofing Material Comp Roof San 3 1.05 A 8.25 in A2 Re -Roof No Span 4 x SX 7.56 in.^3 Plywood Sheathing Yes San 5 30.0 psf I 20.80 in.^4 Board Sheathing None Total Rake Span 13.96 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 5.08 ft Wood Species DF Ceilinq Finish 1/2" Gypsum Board PV 1 End 10.42 ft Wood Grade #2 Rafter Slope 180 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Em;,, 580000 psi ivotes: 1. ps = Cs -pt; Cs -root, Cs -pv per ASCL i [figure i-2) 2. pr = U./ (Ce) (Ct) (is) p9; Ce=o.9, ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL -CF Cr D + S 1.15 1.00 1 0.89 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre -PV Demand Post -PV Demand Net Impact Result Gravity Loading Check -442 psi 464 psi 1.05 Pass Member Loading Summary Roof Pitch 4/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.05 !0:._0_P_ -S7--7 10.0 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 x 1 Ix 1 30.0 psf 30.0 psf Total Load(Governing LC TL 1 1 40.0 psf 43.1 ncf ivotes: 1. ps = Cs -pt; Cs -root, Cs -pv per ASCL i [figure i-2) 2. pr = U./ (Ce) (Ct) (is) p9; Ce=o.9, ct=1.1, I5=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL + CL -CF Cr D + S 1.15 1.00 1 0.89 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre -PV Demand Post -PV Demand Net Impact Result Gravity Loading Check -442 psi 464 psi 1.05 Pass CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material KZ Comp Roof Table 30.3-1 PV System Type Krt SolarCity SleekMount— Section 26.8 Spanning Vents V No Fig. 26.5-1A Standoff (Attachment Hardware) I Comp Mount Type C Section 26.7 Roof Slope qh 180 Fig. 30.4-2A/B/C-5A/B Rafter Spacing h 24" O.C. Section 26.2 Framing Type / Direction Uplift Capacity of Standoff _ Y -Y Rafters 500 lbs Purlin Spacing X -X Purlins Only NA 69.8% Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria_ Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind Design Method Krt Partially/Fully Enclosed Method Section 26.8 Basic Wind Speed V 135 mph Fig. 26.5-1A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation_ Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Max Standoff Tributary Area Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 1 Equation 30.3-1 3.0 psf Net Wind Uplift at Standoff 33.7 psf T -actual T -allow DCR Wind Pressure Ext. Pressure Coefficient (Up) GCp (up) -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure Up Pop) _ -29.5 psf Wind Pressure Down do 16.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" I NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff Net Wind Uplift at Standoff Uplift Capacity of Standoff Standoff Demand/Capacity T -actual T -allow DCR 311 lbs 500 lbs 62.3% Uplift Capacity of Standoff X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -349 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 69.8% ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONIC CONCRETE DC DIRECT CURRENT ECC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT ELECTRICAL NOTES � JURISDICTION NOTES 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL -LISTED POWER -CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY -RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART, 210.5, 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL -LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. ,If City of WheatP4 Commurrmr DmuwmfNT APPROVED Reviewed for Code Compliance 2 Mins Examiner DaleL6 VaNdity of ow mit The nsuanre of o permit or oPWOval oJpbns spt6fKOtiers and computoti0 Shall not be o permit for. Or an apprOvOl af. MN viow4o t to any of the provisions of the building code or of any CM ordinances. Permits presuming to give authority to violate of comet the provisions of the 9aillow codes or other ordinances of the City shag not be valid. ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects arec%yon Subject to Field Inspections VICINITY MAP I INDEX LICENSE GENERAL NOTES ,,r TYPE EC # 8041 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC / AND 2012 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR I AHJ: Wheat Ridge UTILITY: XCEL Energy PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS REV A I NAME I DATE COMMENTS 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 YWTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JB -8026917 0 0 JOB NUMBER:Paul PREMISE OWNER: DESCRIPTION: TELLES, DAWNNA TELLES RESIDENCE 10535 W 26TH AVE 6.76 KW PV ARRAY WHEAT RIDGE, CO 80215 * APN: PA E NAME: (72O 318-8367 C � COVER SHEET(888)-SOL-CITY DESIGN: Page 9 M'z ' So�a�Cit 0i ,c ►�, tel+ y. MOUNTING SYSTEM: Com Mount Type C MODULES: 26 REC REC26OPEZ ( ) # 3055 t e, CA Way San Mateo, F: 94402 )-SOL) CITY (765 F:9) s3s-1029 ass-24ss) wwwsdarcit.cmn SHEET: REV: DATE: PV 1 11/13/2015 INVERTER: SOLAREDGE SE6000A-US-ZB-U 3 a OQ al STAMPED& SlGi 1ED FOR STRUCTURAL f' ..✓NL) Digitally signed by Humphrey Kariuki Date: 2015.11.16 13:27:08 -05'00 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 -80269117 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (26) REC # REC260PEZ INVERTER: SOLAREDGE #SE6000A-US-ZB-U 10535 W 26th Ave TELLES, DAWNNA TELLES RESIDENCE 10535 W 26TH AVE 6.76 KW PV ARRAY WHEAT RIDGE, CO 80215 PAGE NAME: (720) 318-8367 SITE PLAN PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 179 ARRAY AZIMUTH: 179 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 16 ARRAY PITCH: 16 MP2 AZIMUTH: 179 ARRAY AZIMUTH: 179 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 18 ARRAY PITCH: 18 MP3 AZIMUTH: 179 ARRAY AZIMUTH: 179 MATERIAL: Comp Shingle STORY: 1 Story LEGEND 0 (E) UTILITY METER Sc WARNING LABEL ln� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AAC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS 0 DISTRIBUTION PANEL & LABELS FG -)]LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS = CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED F, -_ -I 1; ' INTERIOR EQUIPMENT IS DASHED L - /J SITE PLAN N Scale: 3/32" = 1' w E 01, 10' 21' S DESIGN: Paul Page SHEET: REV: DATE P V 2 11/13/2015 ;SolarCity. 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com A SIDE VIEW OF MP1 NTS MP1 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 179 PITCH 18 STORIES: 2 ARRAY AZI 179 PITCH 18 Comp Shingle (E) 2x4 OR 2X6 PURLIN (N) 2x6 PURLIN ATTACHED TO (E) PURLIN WITH 10d COMMON NAILS (E) STRUTS (E) LBW U2 NEW PURLIN FRONT VIEW (E) 2x4 .J /moi 'Zc 48680 �0 �ss��NA1. Ea� S T AMPLD & SIGNED FOR STRUCTURAL ONLY INSTALLATION NOTES: 1. ATTACH (N) 2X6 PURLIN TO THE (E) PURLIN WITH 10d COMMON NAILS STAGGERED AT 61N. ON CENTER. * SISTER PURLIN UNDER ALL RAFTERS INTO WHICH THE ARRAY IS LAGGED. (-B-) SIDE VIEW OF MP2 NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER I NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" RAFTER C.J. 2x6 @ 24" OC 2X6 @16" OC ROOF AZI 179 PITCH 16 STORIES: 1 ARRAY AZI 179 PITCH 16 Comp Shingle PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER (E) 2x4 THIS STRUCTURE WILL RECEIVE A PURLIN UPGRADE. City or wheat Ridge ildrn914, Divrson / INSTALLATION ORDER JOB NUMBER:FK J B- 8 0 2 6 917 0 0 (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. �"N. :solarCity.BENEFIT MOUNTING SYSTEM:,, Com Mount Type C (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 3055 Clearview way T-.(650) sonMlt F:(6 0 638-1029 (888) -SQL -CITY (765-2489) www.solarcity.com SHEET: REV: DATE: PV 3 11/13/2015 (3) INSERT FLASHING. (4) PLACE MOUNT. C55T)—IKSTALLLAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART IZ 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:FK J B- 8 0 2 6 917 0 0 Mi.t UwNtN: UtauaruuN: TELLES, DAWNNA TELLES RESIDENCE 10535 W 26TH AVE 6.76 KW PV ARRAY WHEAT RIDGE CO 80 215 � PAGE NAME: (720) 318-8367 STRUCTURAL VIEWS UtNUN: Paul Page �"N. :solarCity.BENEFIT MOUNTING SYSTEM:,, Com Mount Type C MODULES: (26) REC # REC260PEZ 3055 Clearview way T-.(650) sonMlt F:(6 0 638-1029 (888) -SQL -CITY (765-2489) www.solarcity.com SHEET: REV: DATE: PV 3 11/13/2015 INVERTER: SOLAREDGE SE6000A-US-ZB-U (E) 2x4 � SIDE VIEW OF MP3 NTS MP3 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" RAFTER 2x6 @ 24" OC ROOF AZI 179 PITCH 18 STORIES: 1 ARRAY AZI 179 PITCH 18 C.J. 2x6 @16" OC Comp Shinqle CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -802691 7 MOUNTING SYSTEM: CornD Mount TvDe C (26) REC # REC260PEZ INVERTER: SOLAREDGE #SE6000A—US—ZB—U (E) 2x4 OR 2X6 PURLIN (N) 2x6 PURLIN ATTACHED TO (E) PURLIN WITH 10d COMMON NAILS THIS STRUCTURE WILL RECEIVE A PURLIN UPGRADE. o� GREY it:;•., s� Z ONAIL STAMPED & SIGNED FOR STRUCTURAL ONLY 00 PREMISE OWNER: TELLES, DAWNNA 10535 W 26TH AVE WHEAT RIDGE, CO 80215 (720) 318-8367 (E) STRUTS (E) LBW INSTALLATION NOTES: 1. ATTACH (N) 2X6 PURLIN TO THE (E) PURLIN WITH 10d COMMON NAILS STAGGERED AT 61N. ON CENTER. * SISTER PURLIN UNDER ALL RAFTERS INTO WHICH THE ARRAY IS LAGGED, :03 NEW PURLIN FRONT VIEW U 3 Scale TELLES RESIDENCE 6.76 KW PV ARRAY PACE NAME: STRUCTURAL VIEWS Paul Page SHEET: REV. DATE PV 4 11/13/2015 iSolarCity 3055 Oearmew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number: TM202ORCU Inv 1: DC Ungrounded INV 1 — (1) SOLAREDGE #SE6000A—US—ZB—U LABEL: A — (26) REC # REC260PEZ TYPE EC # 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 92252031 Inverter; 600,OW, 24OV, 97.5%; w/Unifed Disco and ZB, AFCI PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled INV 2 Overhead Service Entrance Voc: 37.8 Vpmax: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING MILBANK CUTLER—HAMMER 1 20OA/2P Meter Socket Disconnect 3 SOLAREDGE DC. SE6000A—US—ZB—U DC- MP 1x11 (E) LOADS q g Li 240V -2/3: F-- ----- ---- — — — — ----------------------- EGC - - -- • F L2 35A/2P --- Gee JA� -- N ----------------------------- 3 cND _EEC GEC Dc iNC 2 I -ripw i JLO LX I GND _ _ EGC_ _ G I (1) Conduit Kit; 3/4' EMT — N I I EGC/GEC — --- Z Z C7 r4 GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I I Voc* = MAX VOC AT MIN TEMP POI(I}GE # THOL2135 PV BACKFEED BREAKER Breaker; 35A/2P, 2 Spaces A (1)MILBANK # U4801—XL-5T9 Meter Socket; 200A, #6-350, Ringless AC PV (26)SOLAREDGE #P300-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP DC — (3) MILBANK g K4977—INT Load—Side Tap Connector, 100A, #12 — 1/0 AWG nd (1) AWG #6, Solid Bare Copper (1 ) CUTLER—HAMMER # DG222URB Non—Fusible, NEMA 3R Disconnect; 60A,ER — ( 1) Ground Rod; 5/8" x 8', Copper III DG10O — (1)CGrouE Ground/Neutral KitD60 0100A, General Duty (DG) ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD PER NEC 690.47(D) TO GROUND THE ARRAY. CONNE A SEPARATE (N) #6 GEC FROM THE ELECTRICALLY BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL OTHER NON—CURRENT CARRYING METAL PARTS. Ok(1 )AWG #8, THWN-2, Black (1 )AWG #8, THWN-2, Red (2)AWG #10, PV Wire, 60OV, Black Voc* = 500 VDC Isc = 15 ADC O (1 )AWG #10, THHN/THWN-2, Green EGC Vmp = 350 VDC Imp= 8.07 ADC (1 )AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp= 25 AAC (1)Conduit Kit; 3/4" EMT - (1) AWG #8, THWN-2,. Green EGC/GEC —(1)Conduit Kit; 3/4" EMT (2) AWG #10, PV Wire, 60OV, Black Voc* = 500 VDC Isc = 15 ADC (1 )AWG #10, THHN/THWN-2, Green EGC Vmp = 350 VDC Imp= 11 ADC — (1 ) Conduit Kit; 3/4" EMT CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT E USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER:PREMISE JB -8026917 00 OWNER: TELLES, DAWNNA DESCRIPTION: TELLES RESIDENCE DESIGN: Paul Page �Nk,solarCity. MO11N71NG SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 10535 W 26TH AVE 6.76 KW PV ARRAY ►� PART OTHERS OUTSIDE THE RECIPIENT'S WHEAT RIDGECO 80215 MODULES: 3055 Clearview Way ORGAN12I2Al10N, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECIVE (26) REC # REC260PEZ , SHEET: REV: DATE: PV 5 11/13/2015 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION Of SOLARCITY INC. PAGE NAME (720) 318-8367 THREE LINE DIAGRAM CA 94402 Son T-.(650) 638 1te ) 4 0638-1029 (888)—SOL—CITY (765-2489) www.solorcity.com INVERTER: SOLAREDGE SE6000A-US-ZB-U CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 10535 W 26th Ave INVERTER AND DC DISCONNECT AC DISCONNECT ------- - - - -- - - - - - - SOLAR PHOTOVOLTAIC ARRAY(§) L-------------------------- J UTILITY SERVICE PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB -8026917-00 CONFIDENTIAL —THE INFORMATION HEREIN �`..r. CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., '216'.NDMBER: J B-8 0 2 6 917 � 0 PREMISE OWNER: DESCRIPTION: TELLES, DAWNNA TELLES RESIDENCE DESGN: Paul Page ���, ■ ��." SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN MOUNTING SYSTEM: Comp Mount Type C 10535 W 26TH AVE 6.76 KW PV ARRAY •.,"` PART TO OTHERS OUTSIDE THE RECIPIENT'S WHEAT RIDGE, CO 80215 MODULES: ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (26) REC # REC260PEZ 3055 Cle, Way ate CA 94.4 SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: (720 318-8367 SITE PLAN PLACARD PV 6 11/13/2015 T-.(650) 8 M02e F:(650) fi38-1029 (888)-SOL-CITY(7s5-2aa9)www.sdarctly.com NVERTER: SOLAREDGE SE6000A—US—ZB—U PHOTOVOLTAIC SYSTEM Label Location: (C) Per Code.- NEC ode:NEC 690.31.E.3 Label Location: (DC) (INV) Per Code.- NEC ode:NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location: (AC) (POI) Per Code: NEC 690.17(4) PHOTOVOLTAIC SYSTEM CONNECTED ciyoi the Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `W*'d�j 3055 Clearview 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 RECIPIENT'S ORGANIZATION, Label SetAp'e+►` T:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE PISolait'-ty (888) -CITY (765-2489) www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o +SolarClty I ®pSolar Next -Level PV Mounting Technology �SolarCity I ®pSolar Next -Level PV Mounting Technology .Zep System for composition shingle roofs Q��MP416 N pOOMP Pt�4� @LISTED `1 !� zepsolar.com Description • PV mounting solution for composition shingle roofs • Works with all Zep Compatible Modules • Auto bonding UL -listed hardware creates structual 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" 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 ETL listed to 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 This document does not create any express warranty by Zep Solar or about its products or services Zep Solar s sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps. zspats.com. Components zepsolar.com Comp Mount Part No. 850-1382 Listed to UL 2582 & Mounting Block to UL 2703 Ground Zep Part No. 850-1172 Listed to UL 2703 and ETL listed to UL 467 k� Interlock Part No. 850-1388 Listed to UL 2703 Array Skirt, Grip, End Caps Part Nos. 500-0113, 850-1421; 850-1460, 850-1467 Listed to UL 2703 DC Wire Clip Part No. 850-1448 Listed UL 1565 This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps. zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 solar- . • SolarEdge Power Optimizer Module Add -On For North America P300 / P350 / P400 PV power optimization at the module -level – Up to 25% more energy – Superior efficiency (99.5%) – Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading – Flexible system design for maximum space utilization – Fast installation with a single bolt – Next generation maintenance with module -level monitoring – Module -level voltage shutdown for installer and firefighter safety u51 - vara- TY - AVC_ - - aa,. l PRAEL AuSTPAL, www.solaredge.us solar" • • p SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 P300 P350 P400 (for 60 -cell PV (for 72 -cell PV (for 96 -cell PV modules) modules) modules) INPUT 1000 Vdc Rated Input DC Powert" 300 350 400 W Absolute Maximum Input Voltage (Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8-48 8-60 8-80 Vdc Maximum Short Circuit Current (Isc) 0.95 / 3.0 1.2/3.9 10 Adc Maximum DC Input Current j —� 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 j Adc Maximum Output Voltage 60 I Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part1S Class 8, 1EC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), Uu741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions (W x L x H) 141 x 212 x 40.5/ 5.55 x 8.34 x 1.59 mm Jin Weight (including cables) 950! 21 j gr / Ib Input Connector MC4/Amphenol/Tyco 18 Output Wire Type/Connector Double Insulated; Amphenol - Output Wire Length I 0.95 / 3.0 1.2/3.9 m / ft Operating Temperature Range -40-+85/-40-+185 'C/'F Protection Rating _. P65/NEMA4 Relative Humidity _ 0-100 _ % _ 4.,e<c nc oo.<r m mo mmw< moaw< or �a m,sx oow<. mmr�r<o am.<a PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V Minimum String Length (Power Optimizers) 8 10 18 Maximum String Length (Power Optimizers) 25 25 50 Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes HIGH PERFORMANCE SOLAR PANELS REC PEAK ENERGY REE PEAK ENERGY ZLINK SERIES EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY �UrY*AR�� U5 IMPORT DUTY FREE t Nominal Operating Cell Temperature(NOCT) 45 7'C Temperature Coefficient of P_ -0:40%/°C 1N 1� Temperature Coefficient ofVoc -0.27%/°C Temperature Coefficient of 1, 0.024%/°C REC Peak Energy Z -Link Series solar All measurements in inches panels are the perfect choice for building ELECTRICAL DATA r solar systems that combine long lasting Nominal Power - P_, (Wp) 260 Cell Type: 60 REC PEmult-crystalline product quality with reliable power output. Watt Class Sorting-(Wp) ,/_5 3 strings of20 cells with bypass diodes REC combines high quality design and Nominal Power Voltage 30.7 Glass. 0.125 in solar glass with anti -reflection surface treatment manufacturing Standards t0 produce high- Nominal Power Current -I,(A) 850 Back Sheet: Double layer highly resistant polyester Open Circuit Voltage-V,(V) 37.8 Frame: Anodized aluminum (black) performance solar panels With Short Circuit Current -I,c(A) 9.01 Zep Groove compatible uncompromising quality. PanelEfficiercy(%) 158 Junction Box: IP67rated 0,156 in (12 AWG) solar cable.2 x4724 in The electricalJharacteristics arewithin �1-10% ofthe indicated values of liir,Vaand P,p,atstandard Test conditions (STC), Connectors I-14Am henol Values at standard test conditions 5TC (airmass AM 1.5, irradiance 1000 Wrm', cell temperature777 (2S•C)). P QGpMPgT7e At low adanreof200w/m'(AM1.5&cell temperature77•F(25•C))atleast97%eftheSTCpanelefficiencywillbeachieved. Origin: Made in Singapore !� ,-loop A v Nominal Power- P. (Wp) 197 Operational Temperature: -40_+185°F(-40_ +85°C) CpMPp(�� Nominal PowerVoltage-V,a„(V) 29.0 Maximum System Voltage 1000VUL Nominal Power Current-I_(A) 6.81 Design Load: SO lbs/ft' (2400 Pa) long side MORE POWER COMPATIBLE W ITH Open Circuit Voltage - Voc (V) 357 30lbs/ft' (1436 Pa) short side PER FT= ZEP GROOVE FRAME Short Circuit Current -1.(A) '24 Max Series Fuse Rating: 15A /� Nommai ape-at,ng cell temperature NOCT (800 W/m+, AM 1.S,wmdspeed 1 m/s, ambient temperature 68'F (2U'C) Max Reverse Current: 15 A 10 year product warranty. Dimensions. 65.55 x 39-02 x 1.57 in (1665 x 991 x 40 mm) c �L us 25 year I! near power output warranty Area 1775ft' (T65ml LIMB (max. degression in performance of 0.7%p.a.). _ Weight 43lbs (19.5 kg) UL 1703. rare -sting type !, ClassC - Note! All given specifications are subject to change without notice at anytime. _ REC is a leading global provider of solar energy solutions. With more than 15 years of experience, we offer sustdinable,Ah gh performing ^ products, services and investments for the solar industry. Together with our partners, we create value by providing solutions that better I�+ EC meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSOL). Ourl,600 emmyees worldwide generated revenues of LSD 647 million In 2013. www.recgroup.com ►.I 47,24 _I tLL. t EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY �UrY*AR�� U5 IMPORT DUTY FREE t Nominal Operating Cell Temperature(NOCT) 45 7'C Temperature Coefficient of P_ -0:40%/°C 1N 1� Temperature Coefficient ofVoc -0.27%/°C Temperature Coefficient of 1, 0.024%/°C REC Peak Energy Z -Link Series solar All measurements in inches panels are the perfect choice for building ELECTRICAL DATA r solar systems that combine long lasting Nominal Power - P_, (Wp) 260 Cell Type: 60 REC PEmult-crystalline product quality with reliable power output. Watt Class Sorting-(Wp) ,/_5 3 strings of20 cells with bypass diodes REC combines high quality design and Nominal Power Voltage 30.7 Glass. 0.125 in solar glass with anti -reflection surface treatment manufacturing Standards t0 produce high- Nominal Power Current -I,(A) 850 Back Sheet: Double layer highly resistant polyester Open Circuit Voltage-V,(V) 37.8 Frame: Anodized aluminum (black) performance solar panels With Short Circuit Current -I,c(A) 9.01 Zep Groove compatible uncompromising quality. PanelEfficiercy(%) 158 Junction Box: IP67rated 0,156 in (12 AWG) solar cable.2 x4724 in The electricalJharacteristics arewithin �1-10% ofthe indicated values of liir,Vaand P,p,atstandard Test conditions (STC), Connectors I-14Am henol Values at standard test conditions 5TC (airmass AM 1.5, irradiance 1000 Wrm', cell temperature777 (2S•C)). P QGpMPgT7e At low adanreof200w/m'(AM1.5&cell temperature77•F(25•C))atleast97%eftheSTCpanelefficiencywillbeachieved. Origin: Made in Singapore !� ,-loop A v Nominal Power- P. (Wp) 197 Operational Temperature: -40_+185°F(-40_ +85°C) CpMPp(�� Nominal PowerVoltage-V,a„(V) 29.0 Maximum System Voltage 1000VUL Nominal Power Current-I_(A) 6.81 Design Load: SO lbs/ft' (2400 Pa) long side MORE POWER COMPATIBLE W ITH Open Circuit Voltage - Voc (V) 357 30lbs/ft' (1436 Pa) short side PER FT= ZEP GROOVE FRAME Short Circuit Current -1.(A) '24 Max Series Fuse Rating: 15A /� Nommai ape-at,ng cell temperature NOCT (800 W/m+, AM 1.S,wmdspeed 1 m/s, ambient temperature 68'F (2U'C) Max Reverse Current: 15 A 10 year product warranty. Dimensions. 65.55 x 39-02 x 1.57 in (1665 x 991 x 40 mm) c �L us 25 year I! near power output warranty Area 1775ft' (T65ml LIMB (max. degression in performance of 0.7%p.a.). _ Weight 43lbs (19.5 kg) UL 1703. rare -sting type !, ClassC - Note! All given specifications are subject to change without notice at anytime. _ REC is a leading global provider of solar energy solutions. With more than 15 years of experience, we offer sustdinable,Ah gh performing ^ products, services and investments for the solar industry. Together with our partners, we create value by providing solutions that better I�+ EC meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSOL). Ourl,600 emmyees worldwide generated revenues of LSD 647 million In 2013. www.recgroup.com ►.I solar=e" SolarEdge Single Phas For North America SE3000A-US / SE380OA-US / SE500W SE760OA-US / SE10000A-US / SE1140( 10 ,.N,,vert,, ;m 12.25 Walla ti'1 �t a The best choice for SolarEdge enabled systems Integrated arc fault protection (Type 1) for NEC 2011690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled Safety Switch for faster installation Optional - revenue grade data, ANSI C12.1 ofRMANY IFALY- FA1,1,E- o4f�i ':."IrdA-a.,,ic FR,V! -N �E VEIHE P L4 NJ)c- ItRAEL WW W. s 0 l a re d ge. us solar=@@Single Phase Inverters for North America SE3000A-US/ SE3800A-US / SE5000A-US / SE6000A-US / SE7600A-US/ SE10000A-US / SE1140GA-US SE3000A-US I SE380OA-US I SE5000A-US I SE6000A-US I SE760OA-US I SE10000A-US I SE1140OA-US n11TD11T Nominal AC Power Output 3000 1 3800 ! 5000 6000 760011400 1 9980 @ 208V 3/4" minimum / 1-2 strings / 1 VA AWG ranee III I s Maximum DC Power(STC) 1 = 10000 CU"40V 1 5100 6750 1 8100 1 10250 13500 1 15400 1 W @ 208V I 1 88 .4 / 40.1 i 10800 @ 208V 1 Yes Ifs Max. AC Power Output I 3300 1111 4150 I I 6000 15450 @240V t 8350 i 110950 @240V 12000 f VA 1 AC Output Voltage Min. -Nom. -Maxi'' _ I ✓ i 325 @ 208V / 350 @ 240V ; J Vdc 183 - 208 - 229 Vac J J J J 1 ✓ I I ✓ i J Max. Input CurCurrent("! 1 I AC Output Voltage Min -Noml 211-240-264 Vac 18 23 i 15.5 @ 240V I I 30.5 @ 240V t � I I f AC Frequency Min: Nom.-Max.it' ' 59.3 - 60 - 60.5 (with HI county setting 57 - 60 - 60.5) 1 Hz Max. Continuous Output Current !!!� 12.5 16 1 21 @ 240V 25 !! I 32 I 42 @ 240V ! III I 47.5 i A GFDI Threshold 1 97.7 1 981 1 98.3 1 98.3 1 98 ! A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes 3/4" minimum / 8-3 AWG 1 Yes INPUT 3/4" minimum / 1-2 strings / AWG ranee 1 3j4" minimum / 1-2 strings / 15-6 AWG ( 30.5 x 12.5 x 7.2 / 775 x 315 x 184 14-6 AWG 30.5 x 12.5 x 10.5 / Maximum DC Power(STC) 1 4050 1 5100 6750 1 8100 1 10250 13500 1 15350 1 W Transformer -less, Ungrounded j 1 88 .4 / 40.1 Yes j Natural 1 Max. Input Voltage 1 3 convection 500 Cooling Natural Convection and internal Vdc Nom. DC Input Voltage I fan (user 325 @ 208V / 350 @ 240V j Vdc Noise 16.5 @ 208V I 33 @ 208V ! 1 dBA Min, -Max. Opemting Temperature Max. Input CurCurrent("! 1 I 9..5 13 ! 18 23 i 15.5 @ 240V I I 30.5 @ 240V t 34.5 Adc Max. Input Short Circuit Current 45 ( Adc Reverse -Polarity Protection f Yes ' Ground -Fault Isolation Detection 600kc Sensitivity Maximum Inverter Efficiency 97.7 1 981 1 98.3 1 98.3 1 98 98 1 98 1 1 975@ 208V 1 I I 97 @ 208V i 1 CEC. Weighted Efficiency 97.5 98 t 97.5 97.5 1 97.5 %I 98 @ i 97.5@240V t Nighttime Power Consumption 1 <2.5 ( <4 i W ADDITIONAL FEATURES Supported Communication Interfaces RS4851 RS232, Ethernet, Zig8ee (optional) 1 Revenue Grade Data, ANSI C12.1 Optional", Rapid Shutdown - NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is instailedi°j STANDARD COMPLIANCE Safety UL1741, UL16998, 01.1998, CSA 22.2 Grid Connection Standards 1 IEEE1547 ' Emissions 1 FCC part15 class B 1 INSTALI ATIAN gPFC11FICATIONS AC output conduit size / AWG range 3/4" minimum 116-6 AWG 3/4" minimum / 8-3 AWG DC input conduit size / # of strings / i 3/4" minimum / 1-2 strings / AWG ranee 1 3j4" minimum / 1-2 strings / 15-6 AWG ( 30.5 x 12.5 x 7.2 / 775 x 315 x 184 14-6 AWG 30.5 x 12.5 x 10.5 / Dimensions with Safety Switch ( in/ (HXWXD) 775 x 315 x 260 Weight with Safety Switch 1 51.2 / 231 1 54.7 j 24.7 1 88 .4 / 40.1 j Natural 3 convection Cooling Natural Convection and internal ; Fans (user replaceable) I fan (user j ! 1 replaceable) Noise 1 < 2-9 1 < 50 1 dBA Min, -Max. Opemting Temperature Range -13 to +140 /' -25 to +60 (-40 to +60 version available":) i F/ Protection Rating NEMA 3R -eg-1 sertngs please concar: SolarEdge suppor.. may the nver II' itits 1,le,t rent to the va Wes stated. g ade %N: SE -A USCODN NR , ]SCOW r r. ,E7600A usenZNN R2'. Id' Rapid s, utdow kit ?/N: S,,:000 -RSD -St. Isi 10 version P/N:5-Ex 4 u50D0NN'J41'd, 760011 inverter:5E7600A-J5002NN J4j. v kw1 FOR OFFICE USE ONLY Dale., t.n. Plan ., . t :*' Jazz "M M*Oh�� (if different than property address) City, State, Z Complete all information on BOTH sides of this for NEW COMMERCIAL STRUCTURE DELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE 0_ COMMERCIAL ROOFING COMMERCIAL A ADDITION DRESIDL ROOFING WINDOW D i N 1 REsbENTtAL ADDITION El �.COMMERCIAL iIMA ACCESSORY w MrMI: - ge, shed, deck, etc.) RESIDENTIAL 1• w • (Garage, shed, dr s. MECHANICAL SYSTEM/APPLIANCE REPAIR r rw REPLACEMENT PLUMBING e.. sr t. REPAIR or REPLACMENT EI_t�dks�STEWAPPLIANCE REPAIR Install a 6.76 kW roof -mounted grid -tied solar PV system Sq. FULF Btu's Gallons Amps Squama Other 4f Version *0.4 - 7BD RU RE* CERTIFICATION LETTER Pro) Job # 8026917 Project Address, Telles Residence 10535 W 26th Ave Wheat Ridge, CO 80215 AHJ Wheat Ridge SC Office Deriver Design Criteria: - Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NOS - Risk Category = U - Wind Speed = 135 mph, Exposure Category C - Ground/Roof Snow Load = 30 psf (Unreduced) - MPI* Roof DL = 9 psf, Roof LL/SL = 30 psf - MP2: Roof DL = 9.5 psf, Roof LL/SL = 30 psf - MP3., Roof DL = 9.5 pst, Roof LL/SL = 30 psf Note: Per IBC 1613.1; Seismic check Is not required because Ss = 0.2308 < 0.4g and Seismic Design Category (SDQ = 8 < 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 SotarClty. Structural evaluation was based on s 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. This review relies on the root's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be In good condition, Additionally, I certify that the PV module assembly Including all standoffs supporting It have been reviewed to be In accordance with the manufacturers specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review Is provided in the results summary tables on the following page. Z= Digitally signed by Humphrey Kariuki Humphrey Kariuki, P.E. Date: 2015.11.1613:26:43 Professional Engineer T: 441451.3515 -05'00' email: hkariuki@solarcity.com 3055 Cloarvkw Way San Mateo, CA 94 402 T (6 50) 638-1028 i88i SOL-UTY F (6 50) Oti-,1029 souirc,,aycorn Y ;utY Version *53.4 - Too V xr+ Refer to the submitted drawings for details of information collected during a site survey. AJI member analysis and/or evaluatlon Is based on framing Informab gathered on site, The existing gravity and lateral load carrying members were evaluated In !dd�v� the ISC and the IEBC INN INN INN NMI ° p a x �1 a d a I < • � m �_ 1 t d .lnV 4192 M 9 got OW 9202 0 '300N IV H AV H19Z i1M 9290L 83HS` O Sl lNMM 3 80183M kvm3Ardo (3) 838 38V SSI;N�; �}N onOOdd l WWaNI NO,NnS IMONO t, ,441 131X3 NO Nn8 lJMNO3 SNOLLY301 ` lOON IS 0 313I I Y�3lS S Ad (731 VO103t] I 1 S138VIONIN8VM V 83iN33 OVOI w S138VI V 13NVd NOL i1 ISISIiI aE S138VI V Xt18 83NIGNOOMOLLO 1I' 30 S138VI 9NIN80 V 1 3NNO SIO OV S13GV1 ONIN80 V l 3NNO SII1 Ct S338V1 ONINNVM V O SIB 30 031V8031NI M Z13183ANI 138V1 9NINNO V 8313Fi 1I111fI (3) GN3931 gg� pp SA 1 �GOIS T MOIS I ISIS wo '1V'I?331VIN pal un 61T :Hli11V1 v xv8sv 6LT •wnviIZv £dW SUH lld X 888 8T Vild +QTS T ,k8ojS aI f S dwO :1 183.1 VV 61T :Hinvitzv i, 8w 61T ^H nv4jz ' ZdW 9T :H lld XV88V 9T Vild s I ca S Z,a, 8(TlS 916uiqS 1t id3" 6LT :Hl(1yvv kv88v UT :H1i1mZV V TTW 9T :H lld ),V88V ST Vild n .I °w 16°r "o � 4� kfi r ORO , , - 0:LML t+LI'SLO : le t ue}l Aaj dwnH Aq pau61s A l 1.I I AIO iv,ones LS v aid VIS �...,*� 0. »� ORM asnOH JO 4UOJA 1-4 o 8 SSI fd 496L SIDE VIEW OF MP1 NTs STAGGERED . (TOP CHORD s @. t iR�� 4 R *.PITCH 18 R UCH RAY AZI BOT CHORD 2x4 @24" OC st • t �s (N) 2x6 PURLIN ATTACHED TO (E) PURLIN WITH 10d COMMON NAILS (E) STRUTS (E) LBW Pi 2 NEW -PURLIN FRONT VIEW w . RECIREC26OPEZ SOLt ,. INSTALLATION NOTES: 1. ATTACH (N) 2X6 PURLIN TO PV MODULE THE (E) PURLIN NTH 10d 5/16" BOLT NTH LOCK COMMON NAILS STAGGERED AT & FENDER WASHERS 6k ON CENTER, ZEP LEVELING FOOT SISTER PURLIN UNDER ALL ZEP ARRAY SKIRT RAFTERS INTO WHICH THE ARRAY IS LAGGED. TELLER, DAWNNA 10636 W 26TH AVE WHEAT RIDGE, CO 80215 (720) 316--8367 ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF" DECKING 5/16" DIA STAINLESS STEEL LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER 20 i Mt' # i a 1.. �� Ai.E MVV (2) (S) INSTALL LAG BOLT WITH (5) SEALING LOWEST MODULE QUENT MODULES INSTALL LEVELING FOOT 1YITH (6) BOLT. & WASHERS. STANDOFF Scale: 11/2" = 1' Wiwim 0M TELLER RESIDENCE Peal Page tirt� 6.76 KW PV ARRAY w o; 5olarCity. -w clowoew woy PAGE N. Y DATE.ti i, CA 94402 STRUCTURAL VIEWS _ RV 11/13/2015 (res)- - (765-2489)6 w . io'otyG A ATION ORDER L" II MARK HOLE A ! A Y III ..6 A ND DRILL* T IT w OLE* II II444{444{ II A Ai.E MVV (2) (S) INSTALL LAG BOLT WITH (5) SEALING LOWEST MODULE QUENT MODULES INSTALL LEVELING FOOT 1YITH (6) BOLT. & WASHERS. STANDOFF Scale: 11/2" = 1' Wiwim 0M TELLER RESIDENCE Peal Page tirt� 6.76 KW PV ARRAY w o; 5olarCity. -w clowoew woy PAGE N. Y DATE.ti i, CA 94402 STRUCTURAL VIEWS _ RV 11/13/2015 (res)- - (765-2489)6 w . io'otyG M SK 3 1A innioms • r ... . . t .. Did UILAW itf , W09 00'300N .IJfi L. f •..f i : s ff, ;33NMIS38 S31131 VNNMVa i + j - #Z/T { 1 --�cjn M31AnIN O Silas O llvN Nunnuj Put !-UM N11 fl I L Nnand 9XZ 80 W () ST H:)nd 6LI INAOM p yry y 1.6yy' } 63QY dOd (1314 VAS 31Z t,Z 3d VI S31ON 113A31UNV,)- . !DNDVdS-A X33 "1 _ !DNDVd -X CC W s'N CdW JO MMA MIS 1 () M81 () iR a�.�.+. Qom.<^ xZ O aar ar tv� art MIAIN i" /AF%CL ,-W k t3Cil KAL. INU t INV K t tK bFtlLb DND (N) #8 GEC TO (E) GROUND RDD Panel Number: 'TM202ORCU Inv 1: DC Ungrounded INV I — ( 1 ) SOLAREB 6000A—U —ZB -G L: AT PANEL WITH IRREVERSIBLE CRIMP Dieter Number, 02252031 Inverter; 60 OW, 240V, 97.57.; w/Knifed Disco and Z , AFCI Owheod Service Entrance INV INV 6)RECREC260PEZ TYPE EC 8041 PV odule; 260W, 236.6W PTC, MC4, 4 m, Black Frame, ZEP Enabled Voc: 37.11 pmox: 30.7 E Isc AND Imp ARE SNtDWN !N TI3E DC STRINGS IDENTIFIER CE PANEL E)}00A MAIN SER 200A/'2Ft MAIN CIRCUIT BREAKER Inverter I (E) WIRING lilt CA KIV n t'v^9 e`n s e xaacfe.^."rt ra P t d ;'GEC i 1 A 0 t f i 1 Voc* = MAX V€7C AT MIN TEMP �" (F )GE 35 PV 'A"p BREAKER —XL -5i9 3aA/iP, Muster et; 2 #6 , R"AC (3 K T -INT 100A, f12 « 1/0 ARS (1) . aA 60A 240Y —F e A 3R Gr d srrit,,l 06MODA. Generol Deity (DG) .w.. .,.„..,m... ., ., _..M.. �...,.. m� . _......... ............�„ l ffi Eli (I )AWG . H04—Z White NEUTRAL VMP = 240 VAC Imp= 25 AAC ^.(1)Ae «,'iOW472 PrOlet. SGC/GEC (T) it. Ki#: 3/47.EMtT, ........ . gg�t CONFIDENTIAL — THE t S i JB -8026917 WIN M" 00M CONT SHAM NOT I FOR TK T � I� S, i� AWI�11� A BENDIT OF ANYONE Ni i E D T t7unt T C 0535 260Th AVE PART TO 0 OU INE RECIPIENT'S ORGANIZATION, EXCEPT IN WITH WHEAT RIDGE, 50215 TrE E AND OF TME RESPECTIVE EC REC260PEZ s CITY EOF I, WTIN C. THE P TY iNC. Fn(,F 4gPA tnf5A 1 M 7 _i 1 Ci S-5367 (t) It Kit; 3/4" EMT k6) a �NWOIS Ise to I,c* E (N) GEC SRAU BE KEPT SEPARATE FROM ALL OM NON—OAUT CARRVNG METAL PARM # .ii awm 10 (I)AWG #10, TMN/THWN-2, Green EGC T L S RESIDENCE Pout Po `�'�I Oft 3")0larCity. 6.76 KW PV ARRAY *j3w aftmew Willyj PALS DATE: Son Motect, CA 94402 T(650) 638-1028 F:(650) 6 1029 THREE LINE DIAGRAM PV 5 11/13/2015 (888) -SOL -CITY ( 2) wwwsOorcity.com ONVOVId NV -Id 311S x .c` MYd ZMW338 # 049s • e . 9 [Zoe 00 Old IV3HM s.L H o al iwd Air-mos�'voa i j no dura w* r 1! i 60d (nD I d 531131 NMV `531131 00 L Z'um 3NI MW n ION3fa -'WUNAM3 LIM 33N Md 1030"M IV W SI 13Wd WOPAL3313 I O1 103NNOOSIO oV 103NNOOSIa SOI aNV ?131213ANI V 4492 M SESOTA IPPV - :NMOHS SV GILVD01 S103NNODSIG HIM s3Ddnos 9N MOIIOJ 3HI WOW a31 ddns osis s Wmine SIHI gal'd3MOd .. . .. ... ........ 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USA - G E R tOAN Y PFA Y - F RA NC E -JAPAN , C W NA - AUSI RAt i A 711 fN EJ H E Q LAN DS , fSRAEL w wAs, s o 1 z4 r e d g e, u s Single Phase Inverters for North America solar =e" S,1_3000A US I S�'38010A US / S,7�,,OHA US I SHOW US SV600A-US SL 10000A-US SE11,400A-US 000A US i SE600OA-VS $E7606A-US S I �u Nornmat AC F`owe� Output 3000 t ca 208V 0 60001 7600 1.1400 VA 54cf, @ vo8v 1 10800 208's, Max. AC Power OutpkA 415c) 600 i 835"1 12000 VA AC Output Vcft tage sAin.-NrsrT,,-N1zx.°I' AC Output Vokage, Min,-Nonv MWJ" a, 211 •2401 264 Vac AC fpeqo�,n -10 593 - 60 - 60,5 (Mih 141 country seton 57 - 60 - 60�5j 91 Hz -,1. a� . ..... ' � .... _ ..... '' " _ 24 @ 208V 1 48 P S"08V' . .. ..... Max, Continuous Output CquIrent I 5 1 16 25 42 24 4TS A Theshchd I A "�CFD� so IN n.PUT , 3XI'Mum DC Powor(STC) 4050 ' ' " 0 0 50 S500 15-m "100 675 8101 ro W Tran !_ ....... . .... .. ..... . ... _ ..... _ , , Ya��Jnp�cyodw ...... I .. ................ Tel ...... ...... ..... .. .... vdt Nord, DCAop�!t Yq�csgf R2 5 Sa 2088 1350 240V t Is �c mis X �npvt Current- 9 5 1 5 " @ 20 so 23 33 C, 208V 33 is 34,5 Ad, e# A 19�5 24dS 2wO ty��ur_ Snput Short Orcwt Current .. . ............ ..... 45 Fiever" Polaray Protection F Ya 6(X)kSensq1V'Qy 97�7 'n M inveriesEffidency% 4? 2 1 A 9fi'1 S 98 ... . ...... .. . 97,5 x7 .708v a 2 97 @ 208V SEC Weighted Efficiency 1 97,5 98 1 9TS 97_5 qF 5pp .... . ... 9 at 49y' L % Nightfindt Power Conskdnifd,on C25 i 4 W ADDITONAL FEATURES .... .......... f 54485,RS282,Etl1ernet,ZigBee(optionat) _Revemut Grade Data, Ah Si C124 optional" Rap Shutdown - NEC 2014 69 2 .... ....... i ----- ------ ....... ......... iorid Connection Standards JEEE1547 ........................... _Emissions FCC part15 lass 8 — - - ------------ --- - -------------- AC Output conduit size f AVVG range mnimum / 16,6 AVVG S/V'irnnimurn / 9-3 AVVG ... ....... EYE mput conduil size # of stnngs 3/4" nummurn / 1-2 stnrIgr 116-6 AWG AWG Dimenssons wfth Safety Switch 30.5 x 12,5 x 7 2 1775 Y, 315 x 184 12's X 10-5 717510115Y 'ItO , Yia�,i ht with Safety OoRch SL2 7 . 89,4/40.1 1b kg that Ura i convection Coobng Natural convection and intemat Fans (user repaceabie) fan (user < 25 <.5C _IA Min.-May Operating Temperature 13 to +14" 125 to 460 4Q to +60 as r s ict n a vai lab le"I 'Fgte`C$HC1nRa ng A hah.,� 1-fl .1 lrl�l b" GSdq' al qp,A "e"M kJ rhCW ... {itwd v.d' SF.A'UcMK99NA2 p., k" riN sflixx� iov-s', Sr—A VoXiONNIS4 ft, laIrM i—VIISE 7 40A,Ur0Q2NNU4i, USA - G E R tOAN Y PFA Y - F RA NC E -JAPAN , C W NA - AUSI RAt i A 711 fN EJ H E Q LAN DS , fSRAEL w wAs, s o 1 z4 r e d g e, u s i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ]?~(303) Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 120 Job Address: ) Permit Number: /ran / 7_' ~ u No one available for inspection: Time `S~ M PM Re-Inspection required: Yes b e. When corrections have been made, call for re-inspection at 303-234-5933 4 Date: JAI /0 Inspector: DO NOT REMOVE THIS NOTICE *V~ 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: #t'J)-drf)1 Job Address: Permit Number: /OG3; W, ~l^ F~vF (DO(~. n ❑ No one available for inspection: Time 1 f~ A` Re-Inspection required: Yes s~V0 / 'When corrections have been made, call or fp-ins at 303-2345933 1 1l Date: Inspector: r~ (1{n, !ll~~~ DO NOT REMOVE THIS NOTICE yoFNHe'?R City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 coroRnoo Inspection Line: 303-234-5933 Date: Plan Permit IM173 Building Permit Application _ _ teahAQ., ~-c~ L Property Address: (G')? Y b Property Owner (please printQr lHt 6C Phone: ` 4 ~y Mailing Address: (if different than property address) Address: State, Contractor: Contractor License Phone: jp 5-~95~- ~3 O j- Sub 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: $ 7 D" l y7Grt~F , Description of work- C) nG ~ ~ ,r (as calculated per the Building Valuation Data. sheet) /~'S7~L yU y«✓ 1}~l• 4,„ Plan Review (due at time of submittal): $ Sq. Ft./L.Ftadded:4Z~22Squares32 BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: ,fQWN9ER) (CONTRACTOR) or PERSONAL REPRES TIVE of (0 ER) (CONTRATOR) PRINT NAME: L- / al ~j7TJ " SIGNATURE: ( Date: / '7e0 ~~oFw"~rqo City of Wheat Ridge Building Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 o Inspection Line: 303-234-5933 ~GORP~ Property Address: Property Owner (please print): Building Permit Application Mailing Address: (if different than property address) Address: ~~~~/cam Date: Plan Permit Phone: 303 7-5 City, State, Zip: Contractor: Contractor License 6 Sub Contractors: Electrical City License Company: Phone: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Description WOr - (as calculated per the Building Vatuaeon Data sheet) l/ Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares ~ BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances; rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. , CIRLCE ONE:: (OWNER) (CONTRA TOR) or PERSONAL REI PRINT NAME: SIGNATURE: Date: Bldg Valuation: $ bj. a6,~e. Sao- ~~8- g~~ r S~-a~ ~6 6-W) I I ~ ~ \ ~ 3 -359 a- c,no 1U53~ ~ ~U 61- or~~ owr•-~S r-LCC-. r ~ k0 ~ DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. M91#17448 237-6944 Ex7. 255 P.O. BOX 6.38 CITY OF WHEAT RIDGE, C0L0. THIS PERMIT VALID ONI.Y WHEN SiGNED BY TME CHIEF BUILDING INSPECTO(7 AND RECEIPTED BELOW. APPLI ATION FOR MISCELLANEOUSK~IT ~d JOB ADDRESS I OWNER 12 - , ^L. S v'T- CONTRACTOR ADDRESS /06 3 6 .96 ~J - ADDRESS l ' PHONE -23 K-C L 3 S ZIP CODE o~ CITY ZIP CODE CONTRAC PRICE $?,<,0 cD PHONE LICENSE NO. DATE ' TYPE GrounO❑ 1 `NOi I❑ Proisctiny❑ 01hsr SaOfou . MATERIAL 2 Total SQU Ore Feef SIGNS . ILLUMINATION Yea❑ No❑ 3 T e Etwt Parmil No . 4. SET BACK FROM PROPERTV lWE N fSOkily whitn is tront J yp _ ❑ S_ E ❑ _ ❑ W ❑ . Zons_ . Approvad,2ona Inspeotor DieaDDroved 1. TYPE Solid[:] More Thon BO% ODen❑ ? MATERIAL Le sa TAon 80% Opm Hoiphf FENCES . 3. SET BACK FROM PROPER7Y LINE N (Spetify whiCA ie Tront) _ ❑ 5_ E ❑ _ ❑ W ❑ Zono_ ApprovW,Zone Inspeeta Di3aDPrOVad 2 OTHER DRAW SKETCH OF7 SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVIhG DISTANCES FROM PROPERTY LINES. ($ETBACKS OR PROJECTIONS INCIUDED) i ~ J ~ f H 2 SPECFY NORTH ~ N . S7REET NAME SHOW DISTANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STREETS, AND PROPERTV lINES; ON IRREGULAR LATS, SMOW LEAST DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR - - - DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS N0T STAHTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMVAHEUNDERSREBILIEGAL FLOOR BSM IST 2ND 3R0 4TH N0. FUELCircleOnsGai011P1ppar ElaeSdar WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH 80WL MOT WATER - 87U NEW SERVICE - AMPS BATH TUB $TEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISF REFRIGERATION SVSTEM POWER SUB-GFCW75 UTILITY (RANGE, DISPOSER, ETC) FIXTURES WATER HEATER AUTO.WASHER DISH WASHER Reiri eront Graup Pounds Char a AUTOM1171C SPRINNLER SYSTEM WIRING MOTORS 9 CONTROLS FlAOR DRAIN ELEVATOR SIGNS URINAL. TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hsieby ocknowledqe thot fhia oDDlico- tion it conect and underotand tAOf I cannot atart this Droject unfil thia oppli- totion is apDroved. I sholl comply wifh tM lawf oi the State of Colorado and 10 the Zoninp Requlotions and Buiidinp Code of the City of Whaoi Ridpe. Any violation of the above terms will cause immediale revocation of tnis permit (/,-L2, ~velieanf.~4lvneN,. ~ ✓ - ~ PERMIT FEE 74 USE TAX TOTAL FEE _ $ GHIEF BUI LDI NZ/NSPECTOR, City of Wheat Ridqe Date Issued NOT V LID UNLESS RECEI 17' ~ S~G 9 /rl S' CAL1237-8944 EXT.25S 24 HOUFSIN ADVANCE FORINSPECTIONS