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HomeMy WebLinkAboutSFRA2016-2572xx DATE OF ISSUANCE0 9 2016 PERMIT #: BUILDING PERMIT APPLICATION (PLEASE PRINTLEGIBLY — COMPLETE ENTIRE FO T) JOB ADDRESS: 1809 Sandalwood Ln. Grapevine, TX 76051 LOT: 10 BLOCK: 8 SUBDIVISION: BUILDING CONTRACTOR (company name): SolarCity Corporation CURRENT MAILING ADDRESS: 10430 Shady Trail #108 CITY/STATE/ZIP: Dallas, TX 75220 PROPERTY OWNER: Narendra Tarpara CURRENT MAILING ADDRESS: 1809 Sandalwood Ln. CITY/STATE/ZIP: Grapevine, TX 76051 PROJECT VALUE: $10,200 SUITE # PH: # 214-998-9059 Fax # PHONE NUMBER: (972) 877-8084 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC X PLUMBING MECHANICAL _ DESCRIPTION OF WORK TO BE DONE: Install Roof Mounted PV Solar System USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSINESS: SolarCity Corporation Total Square Footage under roof: Square Footage of alteration/addition: 450 ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL --F Oy THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Dulce Trujillo SIGNATURE PHONE #: 214-998-9059 EMAIL: El CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS'TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES °- NO — Front: Electrical Division: Building Depth: Left: - Plumbing — Zoning: Building Width: — Rear: Mechanical Occupancy Load: Right: -� Plan Review Approval: Date: '7,jS?-2_o16 Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: 7,119 2C4&j Total Fees: Lot Drainage Submitted: Approved: I Total Amount Due: P.O. 80X 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FORM PE APPLICATION ev.11/04,5/06,2/07,11109,4/11 Issue ate: 1• " s CI OF GRAPEVINE �`:"� _ (CIRCLE E) � MECHANICAL ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS PERMIT APPLICATION (PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM! PERMIT # 1 BLDG. PERMIT # DATE: 07/12/2016 JOB ADDRESS: SUITE # 1809 Sandalwood Ln. Grapevine, TX 76051 DESCRIPTION OF WORK: Install Roof Mounted PV Solar System PROPERTY OWNER: CONTRACTING COMPANY: Narendra Tarpara SolarCity Corporation ADDRESS: ADDRESS: 1809 Sandalwood Ln. 10430 Shady Trail #108 CITYISTATE/ZIP: CITY/STATE/ZIP: Grapevine, TX 76051 Dallas, TX 75220 PHONE NUMBER: PHONE NUMBER: (972) 877-8084 214-998-9059 TYPE OF OCCUPANCY BUILDING AREA SQ FT PERMIT FEES AMOUNT DUE EACH TRADE 1. R-3 1 - 749 $ 33.25 SINGLE FAMILY, DUPLEX 750— 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ. FOOT UNDER 2,251- 3,000 $ 96.43 ROOF 3,001- 3,500 $ 103.08 3,501- 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE 11. A, E, 1, R-1 1- 500 $ 37.00 HOTELS, APARTMENTS, 501 — 100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001 — 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00+.02 FOOT $ INSTITUTIONAL EACH TRADE III. B, F, H, M, S, U OFFICE, RETAIL, WHOLESALE, 1- 500 $ 37.00 GARAGES, FACTORIES, 501- 50,000 $ 32.00+.01 PER 1 WORKSHOPS, SERVICE 50,001- 100,000 $ 182.00+ .007 SQUARE STATIONS, WAREHOUSE 100,001+ $ 582.00+.003 FOOT $ CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR 501- 1,500 $ 45.00 STAND ALONE PERMITS 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+.009 50,001- 100,000 $ 127.00+ .007 PER $ 1,500 100,001- 500,000 500,001+ $ 327.00+ .005DOLLAR $ 1,327.00+.003 TVALUATION $ 45 EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ C:\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE pASETS OFPLANS SHALL BE SUBMITTED INHARD COPY FORMAT. ENGINEER SEALED PLANS ANDCALCWLAT|@NS SHALL BESUBMITTED AS REQUIRED BY CODES, ORDINANCES ORWHERE OTHERWISE REQUIRED 8Y STATE LAW. OTHER INSPECTIONS AND FEES: ° INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) ... ......... ....... ....... .......... '$42.0O0i8UR° " REINSPECTION FEES .... ---............... ...................... .... —............... ----......... ........ ..... $42/0 ^ PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED ............................. .......... ..... ........... $37{0 ° INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2HOUR M|N|MUN)—..... .......... $42.008HOUR ° ADDITIONAL PLAN REVIEW REQUIRED BYCHANGES, ADDITIONS, ORREVISIONS TD APPROVED PLANS ...... ......... -----............ ................ ..... .... —.... ....... ........ ____ ....... $42808HOUR ° BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE25%OFTHE FEES ESTABLISHED |NTHIS TABLE ° FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH...... —ACTUAL COSTS** I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY 0FGRAPEVINE CODES REGULATING CONSTRUCTION. |T|SUNDERSTOOD THAT THE ISSUANCE 0F THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. | FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL 8TATE, AMD/OR LOCAL LAW NG ENERGY CONSERVATION WILL 8EPERFORMED |NACCORDANCE WITH THOSE LAWS, AND THAT VERI ICA N OF ENERGY CODE CE SHALL BE SUBMITTED nJTHE CITY UPON REQUEST. ��H 08���� ���� 0^^UU�� -` ��~�^~=~� " . ~~�~..~_ SIGNATURE 0FCOCTORDRAUT ED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: 214-998-9051 *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. —ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. Development Services Department, Building Inspections The City v[Grapevine * P.O.Box o51O4* Grapevine, Texas 76099 *(8l7)418 -3l65 Fax (817) 410-3012 * www.grapevinetexas.gov Internet APPLICATION 4-1 1'oc SolarCity July 11, 2016 RE: Project/Job # 7601909 Project Address: AH] SC Office Design Criteria: CERTIFICATION LETTER Tarpara Residence 1809 Sandalwood Ln Grapevine, TX 76051 Grapevine Fort Worth - Applicable Codes = IRC 2006 / IBC 2012, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 115 mph, Exposure Category C - Ground Snow Load = 5 psf - MP2A: 2x6 @ 24" OC, Roof DL = 9.5 psf, Roof LL/SL = 14 psf (Non -PV), Roof LL/SL = 1.8 psf (PV) - MP2B: 2x6 @ 24" OC, Roof DL = 9.5 psf, Roof LL/SL = 14 psf (Non -PV), Roof LL/SL = 1.8 psf (PV) - MP3A: 2x6 @ 24" OC, Roof DL = 12.5 psf, Roof LL/SL = 14 psf (Non -PV), Roof LL/SL = 1.8 psf (PV) Version #61.2 - TBD Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.1223 < 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. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. • i Sincerely, Digitally signed by Humphrey, iitiNIPNREY'K"icaRi�xi' •.12,2 ..... Humphrey Kariuki, P.E. Ka r l u ki / y Professional Engineer T: 443.451.3515 Date. 2016.07.11 19.54.44 -04'00' rr`©IVEA� email: hkariuki@solarcity.com 31D um., rvt,w Nay Ss« Mateo, C., 94402 (650) o 8 - 1Ci2 U (?r6) SOL- CITY (Q .�} < .., - 102Q^far_s• .� �k 9 E:J- 6 Version #61.2 - TBD Landscape Hardware X -X Spacing Hardware -Landscape Modules' Standoff Specifications ' X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP2A 72" 24" 39" NA Not -Staggered 43.3% MP213 72" 24" 39" NA Not -Staggered 43.3% MP3A 72" 24" 39" NA Not -Staggered 43.3% Portrait Hardware MP2A X -X Spacing 48" Hardware - Portrait Modules' Standoff Specifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration 20" 66" NA Not -Staggered Uplift DCR 48.5% MP2B 48" 20" 66" NA Not -Staggered 48.5% MP3A 48" 20" 66" NA Not -Staggered 48.5% 40° Member Impact Check OK Structure Type Mounting Plane Framing Spacing Pitch 2ualification`Results Member Evaluation Results MP2A Stick Frame 24" O.C. 40° Member Impact Check OK MP213 Stick Frame 24" O.C. 40° Member Impact Check OK MP3A Vaulted Ceiling 24" O.C. 40° 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. MP2A Member Prc� erties ary Horizotrtal Member S ans Overhang 1.49 ft Rafter Pro;;ties Actual W 1.50" Roof stem pro Roof Piitch Span 1 8.26 ft'! Actual D x.50" Number of Spans w o Overhang) 2 San 2 9.10 ft Nominal Yes Rtofino Material ODni Roof San 3 14.0 psf A in^2 8.25 Re -Roof No Span 4 TOtal Load Gove Ing LG Sx in.^3) 7.56 P!` ood Sheathing Board Sheathing Yes None an 5 Total Rake Span 24.61 ft Ix fJOAQ TL Deffn Limit 20.80 120 Vaulted Ceiling o i PV 1 Start 1.25 It Wood S 'ecies SP Ceiling Finish 1/2" Gy sum Board PV 1 End 6.33 ft Wood Grade #2 Rafter $10pe 400 PV 2 Statt 8,83 ft Fb psi 1,000 Rafter Spacing 24" O.C. PV 2 End 13.92 ft Fv(psi) 175 lop Lat Bracinq Full PV 3 Start si 1,600 000 Bot Lat Bracing At Sup orts PV 3 End E-minpsi) 580,000 Member Anai sis Results Summa Governing, An tis I PreWvMoment JLbl Post -Py Moment Net Im act I Result Gravity Loading Check 1 -774 1 -737 1 0.95 1 Pass Member Loading Summary.. Roof Piitch x 12 Initial bitch Ad ust Non -PV Areas P1/ Areas ' Roof Dead Load DL 9.5 psf x 1.31 12.4 psf 12.4 psf PV Dead Load PV -OL %0 sf x 1.31 11>7psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Lead LL/SL 1,2 5.0 psf x 0.66 ] x 0.36 3.3 psf 1.8 Mf TOtal Load Gove Ing LG TL 1 26.4 `psf 24.2 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (Is) pq; Ce=0.91 Ct=1.1, I5=1.0 Member Anai sis Results Summa Governing, An tis I PreWvMoment JLbl Post -Py Moment Net Im act I Result Gravity Loading Check 1 -774 1 -737 1 0.95 1 Pass Wind Poslar Roofing Material- Comp Roof Roof Slope 400 Rafter SP Framing Type / Direction PV System Type Zep System Type Standoff (Attachment Hardware) Design Wind Pressure Y -Y Rafters SolarCity SleekMounI ZS Comp Comp Mount Type C Wind Pressure U Spanning Vents Wind Pressure Down No V 115 mph Wind Poslar Wind Design Code Ext, Pressure Coefficient (Down) ASCE 7-10 Design Wind Pressure Wind Design Method Wind Pressure U Partially/Fully Enclosed Method Wind Pressure Down Basic Wind Speed V 115 mph Fig. 26.5-1A Exposure Category C Section 26.7 Roof Style 637 lbs Gable Roof Fig. 30.4-2A/B/C-5A/B Nean Roof Height h 25 ft Section 26.2 — ET Pressure CoefficienLLUp)_ 'UP) -0.95 Ext, Pressure Coefficient (Down) Gpp (Down), 088 Fig. 30.4-2AIB/C-SA/B Design Wind Pressure p p = qh (GCp) �quation 30.4-1 Wind Pressure U -25.8 psf Wind Pressure Down 23.8 Igsf ALLOWABLE STANDOFF SPACINGS Max Allowable Cantilever I Landscape 24- 1 NA Allowable Standoff Soadnn | Portrait it PV -Assembly Dead -----LnaU | VV -PV | _ _ IOpsf JnUft - — of Standoff | T -allow 1 _ _ 637 lbs 66" PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -276 lbs UDlift CaDacitv of Standoff T -allow 637 lbs Allowable Standoff Soadnn | Portrait it PV -Assembly Dead -----LnaU | VV -PV | _ _ IOpsf JnUft - — of Standoff | T -allow 1 _ _ 637 lbs 66" Member Anal sis Results Summa Governi ' Anal sis Pre -PV Moment Ib -fin Past -PV M,t#ment Net Im' Gravity Loading Check -467 1 -435 1 0.93 1 Pass Member P , albs Maly MP20 iti 1G2 ini lal Pitch Ad`ust Hot�z�rntal Member ns' ter Prcr! erties Roof Dead Load DL 9.5 sf x 1.31 Overhang 1.49 ft Actual W 1.50" Foot S stem Prro erfies San 1 6..18 ft Actual L> 14.0 psf Number of Spans (wLo Overhang) 2 San 2 7.31 ft Nominal Yes Raofin Material COMP Roofan 3 Notes: 1. ps = Cs*pf; Cs -roof, Cs Ain 3.S Re -Roof No Span 4 Sx (in .^3) 7.56 Plywood Shpipthing Yes San S 1x (in,&4) 20.60 Board Sheathing None Total Rake Span 19.56 ft TL DefPn Limit 120 Vaulted Ceilling No PV l start 1.25 ft + Wood Species SR Ceiling Finish 1/2" Gypsum Board PV 1 End 11.42 ft Wood Grade #2 Rafter Slope 406 PV2 Mart Fb (psi 1 {300 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 175 Top swat Bracing, full PV 3 start si 1,600 00 Bot Lat Bracing At Su orts PV 3 End E-min(psi) 580,000 Member Anal sis Results Summa Governi ' Anal sis Pre -PV Moment Ib -fin Past -PV M,t#ment Net Im' Gravity Loading Check -467 1 -435 1 0.93 1 Pass Member Loading Summary Rcrdf iEt h iti 1G2 ini lal Pitch Ad`ust No -PV Areas PVA Roof Dead Load DL 9.5 sf x 1.31 12.4 psf 12.4 psf PV Dead Load PV_DL 9.13 P4 x 1.31 11,7Psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf i ive/ noar Load " LLL sl..4 psf x 0,66 1 x 0-36 3.3 psf 1.8 psf Total Load Gcrvernin LC TL 2+5.4 `sf 24i2R--.f Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO GO P,; Ce 0.9, Ct=1.11 I,=1.0 Member Anal sis Results Summa Governi ' Anal sis Pre -PV Moment Ib -fin Past -PV M,t#ment Net Im' Gravity Loading Check -467 1 -435 1 0.93 1 Pass Ountin t�t1� t1�#fiE'lilil t10 "1 Roofing Material Comp Roof Roof Slope ASCE 7-10 400 Topographic Factor Acing Rafter Sp Basic Wind Speed 24" O.C. 115 mph Fig. 26.5-1A Framing Type / Direction 0.85 Y -Y Rafters Roof Style PV System 'hype Gable Roof Fig. 30.4-2A/B/C-5A/B SolarCity SleekMount'" h Zep System Type qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) ZS Comp Velocity Pressure Standoff Attachment Hardware),Comp 27.2 psf Mount Type C Spanning Vents No Wind Desion Critelria Wind Design Code KZ ASCE 7-10 Wind Design Method Topographic Factor Partially/Fully Enclosed Method Basic Wind Speed V 115 mph Fig. 26.5-1A Exposure Category 0.85 C Section 26.7 Roof Style I Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height, h 25 ft Section 26.2 Wind Pre in +Coefficients Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor K4 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 27.2 psf Ext. Pressure Coefficient� (Up GCp (Up) Wind Pressure _ -0.95 Fig. 30.4 2A/B/c 5A/B Ext', Pressure Coefficient(Down),,GC(Down),0188 Fig. 30.4-2A/B/C-5A1B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U p u -25.5 psf Wind Pressure IDon 23.5 psf ALLOWABLE®• Max 11 All11 owable St11 andoff Spacing Landscape 72" 39 Max Allowable Cantilever landscape 1 24" NA Sfanrinff C'nnfini atinn Landscape Not -Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -276 lbs Uplift Capacity of Standoff T -allow 637 lbs i ! r Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pq; Ce=0.9, Ct=1.1, I5=1.0 Member Analysis Results Summary Governing Anall Sis #crus -PV hioent ih In) JPost-PV hllot eint NetImppct It suit Gravity Loadin Check 1 1,094 1 984 1 0.90 1 Pass Member Prop ernes �ullntna M P3A Hoi1zor00 (ember $ims Overhang 1.49 ft Rafter properties Actual W 1.50" Roof 3wem, Pro 'ernes Number of Spans w o Overhang) 1 San 1 "9.75 ft San 2 Actual 0 Nominal $.50" Yes Roofing Material COMP P,60f Span 3 Ain 5.25 Re -Roof No Span 4 Sx in.^3) 7.56 PI` ood Sheathing Yes ftan'S Int in4 20,50 Board Sheathing None Total Rake Span 14.67 ft TL DOM Limit 180 Vaulted Ceiling 'res PV 1 Start 2.00 ft Wood species SP Ceiling Finish 1/2" Gy sum Board PV 1 End 9.67 ft Wood Grade #2 Rafter Slope 400 , PV 3 Shirt Fb sl 1,000 Rafter Spacing 24" O.C. PV 2 End Fv(psi) 175 TOP Lat ark!"Full PV 3 6urt E sl 16601100 Bot Lat Bracing Full PV 3 End E -min si2 580,000 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pq; Ce=0.9, Ct=1.1, I5=1.0 Member Analysis Results Summary Governing Anall Sis #crus -PV hioent ih In) JPost-PV hllot eint NetImppct It suit Gravity Loadin Check 1 1,094 1 984 1 0.90 1 Pass !"or Lwd1ng S�rlmn lr r Roof (Pitch 10 112, Initial Pitelr A0J#lt Non -PV Areas PV Areas Roof Dead Load _ DL 12.5 psf x 1.31 16.3 psf 16.3 psf PV Dead Load PV ­DL 9.0 psf x 1.31 1.1.7 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf ,Live/Snow Load LLJSO' 5.0 psf x 0.66 1 x 0.36 3.3 29f 1.8 psf Tbtal Load Governin LG TL 18.3 DO 28.10 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pq; Ce=0.9, Ct=1.1, I5=1.0 Member Analysis Results Summary Governing Anall Sis #crus -PV hioent ih In) JPost-PV hllot eint NetImppct It suit Gravity Loadin Check 1 1,094 1 984 1 0.90 1 Pass t4ountin tion Rooftna Material Comp Roof Roof Slope ASCE 7-10 400 Wind Design Method Rafter Spacing Partially/Fully Enclosed Method 2W' O.C. Basic Wind Speed Framing Type / Direction PV System Type 115 mph Y -Y Rafters SolarClty SleekMounfm Exposure Category Zep System Type Standoff Attachment Hardware),_,,Comp C ZS Comp Mount Type C Roof Style Spanning Vents Gable Roof No Mean Roof Mei ht h Wind ©esi n Criteria Wind Design Code Ext, Pressure Coefficient Down ASCE 7-10 Design Wind Pressure Wind Design Method Wind Pressure UP Partially/Fully Enclosed Method Wind Pressure Dawn Basic Wind Speed V 115 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 Mei ht h 25 ft Section 26.2 Ext. Pressure Coefficient U GCp (Up) -0.95 Fig. 30.4-2A/B/GSA/B — Ext, Pressure Coefficient Down GC Down 0,68 Fig, 34,4-2A/B/C-SA/e Design Wind Pressure p p = qh (GCp) E uation 30.4-1 Wind Pressure UP PLU -25.8 psf Wind Pressure Dawn 23.8 psf AUOWAOLE STANWF SPACINGS Allowable Standoff Spacing Landscape Allowable Cantilever Landscape inff t7nnfinuration I Landscape PV Assembly Dead Load p iHD W -PV of Standoff C T -allow I72 39 24" NA Not Stammered 20 sf 3.0 psf -276 lbs 637 lbs January 20, 2017 Project: Roof Solar Installation Mr. Narendra Tarpara 1809 Sandalwood Ln Grapevine TX 76051 Permit #: Building — SFRA — 16-2572 Electrical — ELEC — 16-2573 To whom this may concern: Unfortunately, Mr. Tarpara cancelled his roof top solar installation and the permit will no longer be needed. Please do not hesitate to contact me if you have any questions. Alyssa Martel Permit Coordinator T: 518-407-9400 al ssa. artel(a)solarcit .co 10430 Shady Trail, Ste, 108, Dallas, TX 75220 T (888) SOL - CITY solarcity.com AL 05500, AR M-8937. AZ ROC 243771/ROC 245450. CA CSLB 888104. CO EC8041. CT HIC 0632778/ELC 0125305, DC 410514000080/ECC902585. DE 2011120386/77-6032, FL EC13006226, HI CT -29770, IL 15-0052. MA HIC 168572/ EL-1136MR, MD HIC 128948/11805, NC 30801-U, NH 0347C/12523M. NJ NJHIC#13VH06160600/34EB01732700. NM EE98-37959Q NV NV20121135172/C2-0078648/82-0079719, OH EL.47707, OR CB160498/C562, PA HICPA077343, RI ACO04714/Reg 38313, TX TECL27006. UT 6726950-5501, VA ELE2705153278. VT EM -05829, WA SOLARC-919014OLARC-905P7, Albany 439, Greene A-486, Nassau H2409710000, Putnam PC6041, Rockland H-11864-40-00-OQ Suffolk 52057-H, Westchester WC -26088-H13, N.Y.0 #2001384-0CA SCENYCt NYC Licensed Electrician. #12610,#004485, 155Water SL 6th FL, Unit 10, Brooklyn, NY 11201, #2013966-0CA. All loans provided by SolsrClty Finance Company, LLC, CA Finance Lenders License 6054796.5olarCity Finance Company. LLC is licensed by the Delaware State Bank Commissioner to engage In business in Delaware under license number 019422. MD Consumer Loan License 2241. NV Installment Loan Licence 101023/11-11024, Rhode Island Licensed Lender #201531031-1, TX Registered Creditor 1400050963-202404. Vr Lender License #6766 ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART, 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. LICENSE GENERAL NOTES TYPE EC # 27006 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC AND 2006 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2005 NATIONAL ELECTRIC CODE. I MODULE GROUNDING METHOD: ZEP SOLAR I AHJ: Grapevine UTILITY: MP2 Energy CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -7601909 MOUNTING SYSTEM: Comp Mount Type C MODULES: (30) REC # REC260PEZ INVERTER: It 00 PREMISE OWNER: NARENDRA TARPARA 1809 SANDALWOOD LN GRAPEVINE, TX 76051 PVI-6000—OUTD—US—Z—A e sle, ALL CHANGES REQUIRE APPROVAL APPROVED PLANS SHALL BE 'EPT ON O BSITE AT ALL TIMES • PAGE NAME: COVER SHEET - =FOR CO3NSTRUCTION SHEET: — � OF, RELEASE € OE5 NOT / I!T!�OL?IZE ANIY WORK IN CONFLICT WITH THE BUILDWG C0D OF rte NC ORDh IANCE. THIS I: LA ".t TO R - , a T ON TI -IE J06 A _ i_ ,.I DATE: ei. 1 l R y: E3LIIL.CINC �P' ,p CT( ?�a DMSION RELEASE i)OES N,, -)7c ti f; C=;,.iCTiON 111 EASEMENTS OR PIfE I iC FJG:-FTF-01`-V1AY. CONTRACTOR ACTTO SHALL CALL FOR INSPECTIONS, 410-3010 CONTRACTOR REGISTRATION TI AT'ION WILL. BE REVOKED UPON PERMIT EXPIRATION. 1101 PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS PV5 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS REV A I NAME DATE COMMENTS * * * * DESIGN: Vidyashree Rajasekar SHEET: REV: DATE: PV 1 7/11/2016 -, ; GOP ' Am 0 ®t; i 70 1 ��i; 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 R(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com GL. -1 METER IS WITHIN 10 FEET FROM THE AC DISCONNECT AC DISCONNECT SHALL BE INSTALLED WITHIN 10 FEET OF THE UTILITY METER _® �E OF T ,t HUMPHREY K. KARIUKI ` AKAPED & SIGNED FOR s,rRUCTURAL ONLY Digitally signed by Humphrey Kariuki CHA Date: / •i 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. 1809 Sandalwood Ln E _ �� E OR CONSTRU SHEETi JOB NUMBER: JB -7601909 0 0 MOUNTING SYSTEM: Comp Mount Tvpe C (30) REC # REC260PEZ INVERTER: ABB # PVI-6000-OUTD-US-Z-A NARENDRA TARPARA 1809 SANDALWOOD LN GRAPEVINE, TX 76051 Imp as a 0 • i i I ' • PACE NAME: SITE PLAN - OF: rE .ANY WORK IN >R ZONING ORDI KEPT O BY.' . -ION 01VISION TO CON1,97RUCTION IN PITCH: 40 ARRAY PITCH: 40 AZIMUTH: 168 ARRAY AZIMUTH: 168 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 40 ARRAY PITCH: 40 AZIMUTH: 258 ARRAY AZIMUTH: 258 MATERIAL: Comp Shinqle STORY: 2 Stories C.L 0 (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS F—DC 71 DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS 0DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER RSD RAPID SHUTDOWN STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED I� `I INTERIOR EQUIPMENT IS DASHED L —/J SITE PLAN DESIGN: Vidyashree Rojosekor SHEET: REV: DATE- PV ATE:PV 3 7/11/2016 a.. 'i,SolarCity. 4. 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com BOND (N) #8 GEC TO (E) GROUND ROD I Panel Number: NoMatch AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 114 583 520 Underground Service Entrance E 150A MAIN SERVICE PANEL E 15DA/2P MAIN CIRCUIT BREAKER (E) WIRING BRYANT Voc* = MAX VO##C AT MIN TEMP POI (2)1lnsuullation Piercing Connector; Main 4/0-4, Tap 6-14 S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. (1) AWG #6, THWN-2, Black (1)AWG #6, THWN-2, Red (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 AAC .7.1(1)AWP #6,, Solid Bare, Copper, GEC .... 7 0). qopoqlt. Kit; . 314", EMT. . CONRDEN11AL - 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. Tie—In: Supply Side Connection ff LM INV 2 INV 3 {1)ABB # PVI-6000—OUTD—US—Z—A LABEL: A FCI Inverter; Zigbee 6000W, 240V, 96.5% ADJUST MIN. ACTIVATION VOLTAGES! Tn%mrfar i TKIn R I— (t) BRoadN C � ter; 11L25A,120/24OV,NEMA 1 AC - (1)CUTLER-HAMM? BR235 Breaker, 35A 2P, 2 Spaces (1 }CUTLER -HAMMER # DG222URB Disconnect; 60A, 240Vac, Non -Fusible, NEMA 31? - (1) GrTLouEnd%Neutral Kit D 60 -NOOA, General Duty (DG) (1) AWG #8, THWN-2, Black - O (1)AWG #8, THWN-2, Red (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp -28 AAC -0?AWG #8,,TtiWN-2,. Green . , E9C/GEC.-(1)Conduit. Kit;.3/4",EMT. JOB NUMBER: JB -7601909 00 MOUNTING SYSTEM: Comp Mount TVDe C INVERTER: REC # REC260PEZ PVI-6000—OUTD—US—Z— NARENDRA TARPARA 1809 SANDALWOOD LN GRAPEVINE, TX 76051 01111i i�iI — (30) REC # REC260PEZ PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled Voc: 37.8 Vpmax: 30.7 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (1 )Conduit Kit; 3/4' EMT Y �X �151NE FOR CON!,E311"RUCTION P I t ^Sr tsCES NOT, t', 7T ., i'c A Y DPI<!,,,,CONFLICT OR ZCININC,, ORDINANCE, c. �} � , T g'01 g t� 2'" .._ t is T�6`L � PROVED `\.,,:��` f S—._ �..d' 1, (2)AWG #10, PV Wire, 60OV, Black (1)AWG #10, Solid Bare Copper EGC t I /AWG flu, IHWN—Z, tsiaCK (1)AWG #10, THWN-2, Red 0 AWG THHN/THWN-2, Voc* = 378.78 VDC Vmp = 276.3 VDC Isc = 18.02 ADC IMP= 17 ADC OPF4 (4)AWG #10, PV Wire, 600V, Black (1)AWG #10, Solid Bare Copper EGC #10, Creen....EGC (i AWG #10, THWN-2, Black (1) AWG 110, THWN-2, Red .... . ..................... Voc*505.04 VDC Vmp = 368.4 VDC Isc = 9.01 Imp= 8.5 ADC ADC (i) AWG 110, THHN/THWN72, Green EGC ,a ,�. .no a. • , , • on PAGE NAME: THREE LINE DIAGRAM Soiarcity � Vstart = 200V i MP2: — x12 1x -----12-----j r Vstart = 200V MP2: 1x9 E MP3: 1x9 I --------------� Bk)04 LCUA^R LCt ON. WIUAM LOU. WILLIAMa' EE F NQNI-gv'G. PA ew= 1,4,, KC94 CORP, LO, t g_rtnat;—PAVLICf,)NEEa,, RMAeLCIVA ,V! Wte: 200607,11205704 0705.. A �(1)S2X2 STRINGS SUNFUSEDNGROUNDEDX INTO ® (2)AWG #10, PV Wire, 60OV, Black (1)AWG #10, Solid Bare Copper EGC Voc*=505.04VDC Vmp = 368.4 VDC Isc =9.01 Imp= 8.5 ADC ADC I /) ./ ....................................... (4)AWG #10, PV Wire, 600V, Black (1)AWG #10, Solid Bare Copper EGC Voc* =378.78 VDC Vmp - 276.3 VDC I — — .............. Isc -9.01 Imp= 8.5 ADC ADC Vidyashree Rajasekar SHEET: REV: DATE- PV ATE:PV 5 7/11/2016 Wig`}a aarLity. 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 R(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com SIDE VIEW OF MP2A NTS D MP2A X -SPACING I X -CANTILEVER Y -SPACING Y -CANTILEVER I NOTES LANDSCAPE 72" 24" PORTRAIT 1 48" 20" RAFTER 2X6 @ 24" OC ROOF AZI 168 PITCH 40 STORIES: 2 ARRAY AZI 168 PITCH 40 CJ. 2x6 @16" OC rte"," cni.,.do �E OF *. ................................ HUMPHREY K. KARIUKI .............................. ...Pt & SIGNED FOR STRUCTURAL ONLY 7Y Off_RA EE-1,11NE El -E- SED FOR �CONSTRUCTION SHEET; OF, RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PL -A N TO BE KEPIT ON THE JOB AT AI_I_ TIMES DATE: -7° 1 1 & BY. BUILDING INSPEC-PON VVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. .A1 -t_ CljAN(3Ea-M-V3j-QEjjEPB0VED SIDE VIEW OF MP3A NTSV MP3A X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT 48" 20" RAFTER 2X6 @ 24" OC ROOF AZI 258 PITCH 40 STORIES: 2 ARRAY AZI 258 PITCH 40 Comp Shingle CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -7601909 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (30) REC # REC260PEZ INVERTER: ABB # PVI-6000-OUTD-US-Z-A 'REMISE OWNER: NARENDRA TARPARA 1809 SANDALWOOD LN GRAPEVINE, TX 76051 PV MODULE 5/16" BOLT WITH 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 A,- MP213X-SPACING X -CANTILEVER Y -SPACING I Y -CANTILEVER NOTES LANDSCAPE 72" 24" PORTRAIT RAFTER 2X6 @ 24" OC ROOF AZI 168 PITCH 40 STORIES: 2 ARRAY AZI 168 PITCH 40 C.I. 2x6 @16" NARENDRA TARPARA RESIDENCE 7.8 KW PV ARRAY PACE NAME: STRUCTURAL VI STANDOFF Scale: 1 1/2" = 1' Vidyashree Rajasekar INSTALLATION ORDER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. CSEAL 2)1 PILOT HOLE WITH POLYURETHANE SEALANT. (3) INSERT FLASHING. (4) PLACE MOUNT. (5) INSTALL LAG BOLT WITH SEALING WASHER. ffINSTALL LEVELING FOOT WITH BOLT &WASHERS. SHEET: REV: DATE: PV 4 7/11/2016 ,,SdarCity. 3055 Cleo New Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 63B-1029 (888)—SOL—CITY (765-2489) www.solarcity.com Label Location: (C)(CB) Per Code: NEC 69 •- ••- .•0 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (DC) (INV) Per Code: NEC 690.5(C) Label Location: (DC) (CB) Per Code: NEC 690.17(4) Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 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. Label Set Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (D) (POI) Per Code: NEC 690.64.B.4 Label Location: (POI) Per Code: NEC 690.64.B.7 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 3055 Ciearview Way jaW^w San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-Crry (765-2489) www.solarcity.com tV E All measurements in inche=s r' OEM= Nominal Power- P_ (WP) 260 Watt Class Sorting-(Wp) ./-5 Nominal Power Voltage -V.r,,„P (V) 30.7 Nominal Power Current - I_, (A) 8.50 Open Circuit Voltage -Vnr (V) 37.8 Short Circuit Current- I.,c (A) 9.01 Panel Efficiency(%) 15.8 The electrical characteristics are within-/-l0%ofthelndlcated valuesot l r,V.,andP P.t,tand.,d Testcnnditi.ns(STC). Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 V{im', cell temperature 777 (25°Q At low irradiance of 200 W/m' (AM t.5 & cel! temperature 77"F (25'C)) at least 97% of the STC panel efficiency will 6e achieved, Nominal Power -PMP1,(Wp) 197 Nominal Power Voltage -Vr.,PP (V) 29.0 Nominal Power Current - IM,P (A) 6.81 Open Circuit Voltage -Vu, (V) 357 Short Circuit Current- Is, (A) 7.24 Nominal operating cell temperature NOCT (800 W/m', AM 1,5,>vindspeed 1 m/s, ainIT, ient temperature 687 (20'C) 10 year product warranty, C uL us 25 year linear power output warranty LISTED (max, degression in performance of 0.7 % p.a.). UL 1703, Fire rating-. Type 1, Class C 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 REC 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. www.recgroup.com