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HomeMy WebLinkAboutSFRA2016-1508�J `3 412' 6 DATE OF ISSUANCE: '� r c� PERMIT #: A0 "" t 502— i ' ' 11101 a - JOB ADDRESS: 2913 Sweet Briar St, Grapevine, TX 76051, USA (TARRANT County) SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): SolarCity Corporation CURRENT MAILING ADDRESS. 3051 Northern Cross Blvd #401 CITY/STATE/ZIP: Fort Worth, TX 76137 PH: # 817-682-5095 Fax # PROPERTY OWNER: Robert Ferri CURRENT MAILING ADDRESS: 2913 Sweet Briar Street CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: 8179099758 PROJECT VALUE: $ 22,680.00 FIRE SPRINKLERED? YES NO _ WHAT TRADES WILL BE NEEDED? (Check oases that apply) ELECTRIC Fv–(] PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install Roof Mounted Solar PV System USE OF BUILDING OR STRUCTURE: Residential Total Square Footage under roof: Square Footage of alteration/addition: ❑ 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 FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Clint Austin SIGNATURE �.fQ PHONE #: 817-682-5095 EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: \t a Permit Valuation: $ Q Q6 go _ Setbacks Approval to Issue Occupancy Group - I 4 Fire Sprinkler: YES NO — Front: Electrical Division: --Building Depth: Left: Plumbing Zoning: Building Width: Rear: Mechanical Occupancy Load: I Right: - Plan Review Approval: Date: 4 16 Building Permit Fee: r 7 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: • 6 Total Fees: E� Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817)410-3165 M PE PP ICA .1 ,5/06,2/07, 11(09AM wo�*� �M VIN °T E 1 8 MECHANICAL [pa i, pjs��q CITY OF GRAPEVINE 0 (CIRCLE ONE) ===== I PQ ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS PERMIT APPLICATION (PLEASE PRINT LEGIBLY — COMPLETE E14TIREr—V'R.M) PERMIT # to DATE: 4/21/2016 J013 ADDRESS: 2913 Sweet Briar St, Grapevine, TX 76051, USA (TARRANT County DESCRIPTION OF WORK: Install Roof Mounted Solar PV System PROPERTY OWNER: Robert Ferri CONTRACTING COMPANY: SolarCity Corporation ADDRESS: 2913 Sweet Briar Street ADDRESS: 3051 Northern Cross Blvd #401 CITYISTATE/ZIP., Grapevine, TX 76051 CITY/STATE/ZIP: Fort Worth, TX 76137 PHONE NUMBER: 8179099758 PHONE NUMBER: 817-682-5095 TYPE OF OCCUPANCY BUILDING AREA (SQ FT) PERMIT FEES AMOUNT DUE EACH TRADE 1. R-3 1- 749 $ 3125 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 $ 10973 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 111. B, F, H, M, S, U OFFICE, RETAIL, WHOLESALE, 1- 500 $ 37.00 GARAGES, FACTORIES, 501- 50,000 $ 32.00+.01 PER f 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 P 100,001- 500,000 500,001+ $ 327.00+ .005 DOLLAR AR $ 1,327.00+.003 TVALUATION s45.00 V. MISCELLANEOUS EACH TRADE 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\Loca[\Microsoft\Windows\Temporary Internet FilesXContent.Outlook\G80E6GQF\MEP APPLICATION 4-1 1,doc PLAN SUBMITTAL: LJe. WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) ....... ................ ................... .....$42.00/HOUR* • REINSPECTION FEES.................................................................................................................. $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED........................................................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS ......... ............ ............... ..... ....................................................... ....................... $42.00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS 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 OF GRAPEVINE CODES 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 FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS PERMITS) 817-682-5095 TED NAME EMAIL: *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 of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165 Fax (817) 410-3012 * www.grapevinetexas.gov C:\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc . ' ",' . April 17, 2016 RE: Project/Job # 7601457 Project Address: ANJ SC Office CERTIFICATION LETTER Ferri Residence 2913 Sweet Briar Street Grapevine, TX 76051 Grapevine Fort Worth Version #56.4 - TBD RU Design Criteria: -Applicable Codes =IRC 2006 /IBC 2012, ASCE 7-10, and 2012 NDS Digitally signed by CHRIS KIM - Risk Category = II Date: 2016.04.17 14:14:18 -04'00' - Wind Speed = 115 mph, Exposure Category C - Ground Snow Load = 5 psf - MPI: Roof DL = 10 psf, Roof LL/SL = 16 psf (Non -PV Areas), Roof LL/SL = 2.2 psf (PV Areas) - MP2: Roof DL = 10 psf, Roof LL/SL = 16 psf (Non -PV Areas), Roof LL/SL = 2.2 psf (PV Areas) - MP3: Roof DL = 11.5 psf, Roof LL/SL = 16 psf (Non -PV Areas), Roof LL/SL = 2.2 psf (PV Areas) 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, with upgrades specified in the plans, directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval, L 5 C <,-- view ; 6%y Z,an Mater, :A 44402 {o.:=s } e,38 - 1026 (SaG) SOL - C",iTY (050) c;^ . 102Q s,olareity.,..:m fty. "SolarG Version #56.4 - TBD Ru Landscape Hardware X -X Spacing Hardware -Landscape Modules' Standoff Specifications' X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR Mpi 72" 24" 39" NA Not -Staggered 54.7% MP2 72" 24" 39" NA Not -Staggered 54.7% MP3 72" 24" 39" NA Not -Staggered 54.7% Portrait Hardware X -X Spacing Hardware -Portrait Modules' Standoff Specifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR mpi 48" 20" 66" NA Not -Staggered 61.2% MP2 48" 20" 66" NA Not -Staggered 61.2% MP3 48" 20" 66" NA Not -Staggered 61.2% Structure Type Mounting Plane Framing Spacing Pitch Qualification Results Member Evaluation Results MP1 Stick Frame @ 24 in. O.C. 341 Member Impact Check OK MP2 Stick Frame @ 24 in. O.C. 340 Member Impact Check OK MP3 Stick Frame @ 24 in. O.C. 340 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 Ciparview Way San Mateo, CA 94402 (,•,,50) 658 - 1028 (888) SOL - CIT"i' (�:50) 638 - M9 solar,-RY,Iom III III III 111111 ® a: ® r Roof Dead Load DL 10.0 psf x 1.21 12.1 psf12.1 psf PV bead Load PV -DL 9.0 psf x 1,210 9 psf Roof Live Load ( RLL 20.0 psf x 0.80 1 16.0 Dsf Notal Load (Governing LC) ( TL I 15.6 psf 25.1 psf Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Cp) (Cr) (U On; C>=0.9, Ct=1.1, L=1.0 Member Analysis Results Summa Governing Analysis P�-WDemand Post-#YDemand Net Im' act Result Gravity Loading Check -671 Psi 1 -612 psi 1 0.91 1 Pass Member Properties Summa 'MPIHdrizontal Member S ane Overhan 1.66 ft Rafter Pro erties Actual W 1.50" Roof scam Pro' ernes San 1 12.07 ft Actual D 7,25" Number of spans (w/o Overhang) 3 San 2 4.48 ft Nominal Yes Roofing Material Comp Roof San 3 7.79 ft A 10.88 in A2 Re -Roof No Span 4 S. 13.14 in.^3— Plywood Sheathin Pl wood'Sheathin Yes San 5 I 47,63 1n.^4' Board Sheathing None Total Rake Span 31.36 ft TL DefPn Limit 120 Vaulted Coiling No PV 1 Start 1.25 ft ' Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 20.50 ft Wood Grade #2 Rafter Slope 340 PV 2 Start Fb 900 PSI Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lot Bracing I Full " PV 3' Start E 1600000 psi Bot Lot Bracing At Supports PV 3 End Emi„ 580000 psi Roof Dead Load DL 10.0 psf x 1.21 12.1 psf12.1 psf PV bead Load PV -DL 9.0 psf x 1,210 9 psf Roof Live Load ( RLL 20.0 psf x 0.80 1 16.0 Dsf Notal Load (Governing LC) ( TL I 15.6 psf 25.1 psf Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 [Figure 7-21 2. pf = 0.7 (Cp) (Cr) (U On; C>=0.9, Ct=1.1, L=1.0 Member Analysis Results Summa Governing Analysis P�-WDemand Post-#YDemand Net Im' act Result Gravity Loading Check -671 Psi 1 -612 psi 1 0.91 1 Pass m6untina, Plane Info rmai!65 GCp (Up) Wind Design Code KZ Roofing Material Table 30.3-1 Comp Roof Krt PV System Type Section 26.8 SolarCity SleekMourl V Spanning Vents Fig. 26.5-1A No I Standoff Attachment Hardware Section 26.7 Comp Mount Type C qh Roof Slope Fig. 30.4-2A/B/G5A/B 340 I h Rafter Spacing Section 26.2 24" O.C. Uplift Capacity of Standoff Framing Type Direction 500 lbs Y -Y Rafters Standoff Demand/Capacity 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 NA Wind Desi n Ciriteria► GCp (Up) 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 115 mph Fig. 26.5-1A Exposure Category I C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/G5A/B Mean Roof Height I h 25 ft Section 26.2 Wind Pressure.Calculation Coefficients GCp (Up) Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Krt 1.00 Section 26.8 Wind Directionality Factor KJ 0.85 Section 26.6-1 Importance Factor I NA 20 sf Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Rd) (V^2) Equation 30.3-1 Net Wind Uplift at Standoff 27.2 pl -2731bs Ext. Pressure Coefficient U GCp (Up) -0.95 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC Down 0.88 Fig, 30.4-2A 8/C-5A/B Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U' a -25.8 psif Wind Pressure Down Not -Staggered 23.8 1 X -Direction YwD rection Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration 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 -2731bs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 54.7% X -Direction Y -Direction s Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Not -Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T actual -306 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 61.2% I III IM! II!II p IIIIIIiIIII I I 1111911ii��!1191111 ®® WI CAIR MP2 MwOber Pro ernes Summa Horizontal Memberspans ans Overhang 1.66 ft Rafter Pro e►#ies Actual W 1.50" Roof S stem Pro' ernes San 1 SAS ft Actual D 7.25" Number of Spans (w/o Overhang) 3 San 2 10.36 ft Nominal Yes Roofing Material COMP Roof San 3 8.35 ft A 10.88 in.^2 Re -Roof No Span 4 16.O psf SX 13.14 in.^3 Plywood Sheathn Yes San S f 2.2 psf rx 47.63 In A4 Board Sheathing None Total Rake Span 30.78 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1'start 1.33 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV i End 17.83 ft Wood Grade #2 Rafter Sloe 340 PV 2 Start F 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lot BracingFul! PV 3' Start E 1600000 si 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) p,; Ce 0.9, Ct=1.1, I5=1.0 Member Anal Ms Results Summa Governin` Anal sis Pte�PV Dernend% Post -PV bemantl filet Im act Result Gravity Loading Check -485 psi 1 1 -436 psi 0.90 Pass Member b+ dlog Summa Roof Pitch initial Pitch Ad'ust NoWPV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.21 12.1 psf 12.1 sf PV Dead Load PV -Dl. 5.0 PI x 1.21 10,9 vsf Roof Live Load RLL 20.0 psf x 0.80 16.O psf Live/Snow Load' LL SLlZ 5.0'; psf x 0.7 1 x 0.44 3.5 psf f 2.2 psf Total Load (GoverningLG TL 28,1 psf 22.9 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p,; Ce 0.9, Ct=1.1, I5=1.0 Member Anal Ms Results Summa Governin` Anal sis Pte�PV Dernend% Post -PV bemantl filet Im act Result Gravity Loading Check -485 psi 1 1 -436 psi 0.90 Pass mountina Plaine Infornhation Wind Pressure Exposure KZ 0.95 Roofing Material Topographic Factor Comp Roof 1.00 PV System Type Wind Directionality Factor SolarCCty SleekMountTm 0.85 Spanning Vents Importance Factor No NA Standoff Attachment Hardware Velocityqh Pressure Comp Mount Type C = 0.00256 (Kz) (Kzt) (Kd) (V^2) Roof Slope 3.0 psf 340 27.2 sf Rafter Spacing -273 lbs 24" O.C. Uplift Capacity of Standoff Framing Type Z Direction 500 lbs Y -Y Rafters Standoff Demand/Capacity Purlin Spacing X -X Purlins Only " NA Tile Reveal Tile Roofs Only NA The Attachment System "file Roofs Only NA Standing Searn/Trap Spacing SM Seam Only NA Wind Deni n Criteria Wind Design Code ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method 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-SA/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 KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Trib Velocityqh Pressure qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 3.0 psf 27.2 sf T -actual Ext. Pressure Coefficient U GCp (Up) -0.95 Fig. 30.4-2A/B/C-5A/B Ext, Pressure Coefficient Down GC Down 0.88 Fig. 30.4-2A/B/c-5n/8 Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U „ -25.8 psf Wind Pressure Down Not -Staggered 23.8 psf • ! ®,Slog I X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration 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 -273 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR S4.7% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 2011 CVA Standoff Configuration Portrait Not -Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T-actual -306 lbs Uplift Capacity of Standoff T -allow, 500 lbs Standoff Demand Ca aci DCR 61.2% ,111,1111 !1, lj� IIIIIIIIvIIIIIIagill� III I ® ® ®, ; MP3 Member Piro Ott 4 summa „ Horizontalemb+2r ans Overhang 1.66 ft "Goiaded Rafter Pro eines Net W 3.00" "Roof 5 stem Pro ernes S an 1 10.50 ft; E uiv D 7.25" Number of Spans (w/o Overhang) 2 San 2 12.53 It Nominal Yes Roofing Material COMP Roof San 3 A 21.74 In.^2 Re -Roof No Span 4 SX 26.27 in.^3 Plywood Sheathing Yes San 5 xx 95.24 in.^4` Board Sheathing None Total Rake Span 29.78 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.25 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 12.25 ft Wood Grade #2 Rafter Sloe 340 PV 2 Start Fill, 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lot Bracing Full PV 3Start E 1600000 si Bot Lat Bracing At Supports PV 3 End E,„i„ 580000 psi Roof Dead Load DL 11.5 psf x 1.21 13.9 psf 13.9 psf PV Dead Load PV -DL 9.0 psf x 1.21 10.9 vsf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load LL SL1,Z 5.0! 2sf x 0.7 ) x 0.44 3.5 psf 2 2 psf Total Load(Governing LG TL 29.9 'psf 24.7 psf Notes: 1. ps = Cs*pf, Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pa; Ce=0.9, C,=1.1, I,=1.0 Member Areal sis lRestilts Summa Governin"1na1 sis Pre -PV Demand Post»PV Demand Nettm` act Result, Gravity Loading Check -456 psi -425psi 1 0.93 Pass ITS • ® ® •.® Mounting Plane Information Wind Design Code Wind Pressure Exposure Roofing Material 0.95 Comp Roof PV System Type Partially/Fully Enclosed Method SolarCity SleekMounttTM Spanning Vents V No Standoff Attachment Hardware Exposure Category Comp Mount Type C Roof Slope Section 26.7' 340 Velocity Pressure Rafter S acin _ Fig. 30.4-2A/B/C-5A/B 24" O.C. h Framing Type Direction Section 26.2'; 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 NA Wind Desion C iteria Wind Design Code Wind Pressure Exposure ASCE 7-10 0.95 Wind Design Method Topographic Factor Partially/Fully Enclosed Method 1.00 Basic Wind Speed V 115 mph Fig. 26.5-1A Exposure Category Importance Factor C Section 26.7' Roof Style Velocity Pressure Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 25 ft Section 26.2'; Wind P1`essiuirc''Calallation COaffldenft -- - - ----- - -0.95 Fig. 30.4-2A/B/C-5A/B Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor KA 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA 20 sf Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 Net Wind Uplift at Standoff 27.2 psf -273 lbs Ext. Pressure Coefficient U GCp (Up) -- - - ----- - -0.95 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GQ) Down 0.88 Flg. 30 4 2AjB/C-5A/B; Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U" „ -25.8 psf Wind Pressure Down 23.8 psf'i • ®• X -Direction . Y-Dilrection Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration 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 -273 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand Ga aci DCR 54.7% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Not -Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -306 Itis Uplift Capacity of Standoff T -allow 500 Itis Standoff Demand/Capacity DCR 61.2% January 20, 2017 Project: Roof Solar Installation Ms. Mildred Ferri 2913 Sweet Briar St Grapevine TX 76051 Permit #: Building - SFRA - 16-1508 Electrical - ELEC - 16-1509 To whom this may concern: Unfortunately, Ms. Ferri cancelled her roof top solar installation and the permit will no longer be needed. Please do not hesitate to contact me if you have any questions. PermitAlyssa Martel •• i • 518-407-9400 10430 Shady Trail, Ste. 108, Dallas, TX 75220 T (888) SOL - CITY solarcity.com AL 05500. AR M-8937. AZ ROC 243771/R0C 245450, CA CSLB 888104, CO EC804i. CT HIC 0632778/ELC 0125305. DC 410514000080/ECC902585, DE 2 0 1112 0 3 8 6/ T7-6032, FL EC13006226, HI CT -29710, IL 15-0052, MA HI C 168572/ EL-1136MR, MD HIC 128 94 8 /11805, NC 30801-U. NH 0347C/12523M. NJ NJHIC#13VH06160600/34EB01732700, NM EE98-379590, NV NV2012M5172/C2-0078648/82-0079719, OH EL.47707.OR CB180498/C562, PA HICPA077343. RI AC004714/Reg 38313, TXTECL27006, UT 8726950-5501, VA ELE2705153278. VT EM -05829, WA SOLARC'91901/SOLARC"905P7, Abany 439, Greene A-486, Nassau H2409710000, Putnam PC6041, Rockland H-11864-40-00-00. Suffolk 52057-H, Westchester WC -26088-1-113, N.Y.0 #2001384 -DCA. SCENYC: N.Y.C. Licensed Electrician, #12610. #004485,155 Water St, 6th FI., Unit 10, Brooklyn, NY 11201 #2013966 -DCA, All loans provided by SolarCity Finance Company, LLC, CA Finance Lenders License 6054796. SolarCity 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 License IL11023 / IL11024, Rhode Island Licensed Lender #20153103LL, TX Registered Creditor 1400050963-202404, Vr Lender License #6766 a 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 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 GENEML 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. 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. M NUMBER JB -7601457 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (60) REC # REC260PEZ INVERTER: ABB # PVI-6000—OUTD—US—Z—A APPROVED PLANS SHALL BE PT ON JOBSITE AT ALL TIM F t 1 l ROBERT FERRI 2913 SWEET BRIAR STREET GRAPEVINE, TX 76051 ry 4 c DESCRIPTION: Robert Ferri RESIDENCE 15.6 KW PV ARRAY PAGE NAME: COVER SHEET MY QE GR4�PEVINE ED FOR CONSTRUCTION FIE 1"a _ til=: RELEASE DOES NOT AUTHORIZZ : ANY WORK IN CONFLICT WITH THE BUILDINC CODE OR ZONING ORDINANCE. TFHS PLAN 1 L OMI THE JO AT ALL .I-WES DATE: I k- BY: AIJ BUILDING INSPECT ON DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUHLIC. RIGHT-OFANAY. ALL > F9 APPROVE CONTRACTOR S , L,I._ CAIL-L FOR . 41i 0 3 0 C 0 N] R AC—,] ­0 I k` -'i t..., a.:.2 1 ,..."i S F` h AT 10 N WILL BE I BEV 'E'D l'l.af-'(,-)'N PERMIT EPIR +..1 �.:�N. PARA M , IIIVW- ELEMIC4, MN PERMnS SH" BE MQUIRED PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS PV5 STRUCTURAL VIEWS PV6 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS REV A I NAME DATE I COMMENTS ESIGN: Bhanu Swaroop Gaddam , 'arC'ta , e v,� o Y 3055 Clearview Way SHEET: REV: DATE: San Mateo, CA 94402 T:(650) 638-1028 F:(650) 63B-1029 PV 1 4/16/2016 (888)—SOL—CITY (765-2489) www.solorcity.com CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -7601457 00 MOUNTING SYSTEM: Comp Mount Twe C INVERTER: REC # REC260PEZ PVI-6000—OUTD—US—Z—A 74'-1" 2913 Sweet Briar Str t — � — — — — — — — — — — — — (E) DRNE4VAY 1 I I I 26,_8„ I I I I, n I I 6„ I l I I I I I I 17'_8» 74'-1" 'REMISE OWNER: ROBERT FERRI 2913 SWEET BRIAR STREET GRAPEVINE, TX 76051 Robert Ferri RESIDENCE 15.6 KW PV ARRAY PAGE NAME: PROPERTY PLAN aEMaF.jQf 1A _ R RELEASEDFOR CONSTRUCTION OF: RELEASE DOSES PHOT AUT ORIZF ANY WORK IN CU',IFLICT WITH THE BUILDING C()DE OR ZOPTINGI ORDINANCE, TH6 PLAN RE KEFIT ON THE J0S­fVF ALL TIMES DATE: BUILDING 1I"JS'EC 10 . D'l!ISION RELEASF DOES �O T. A; Pi_Y" 10 CONST RLJOTION IN ttEASEMENTS :OR P� 'Bi_IC RICHT-CF-WAY u..a�'A.s� f' S^ 6`a VIS iSVED _.. 0 �+ `% ., .h Ulm 3055 Clearview Way SHEET: REV DATE Son Mateo, CA 9"02 T:(650) 638-1028 F:(650) 638-1029 PV 2 4/16/2016 1 (888)—SOL—CITY (765-2489) www.solarcity.com METER IS WITHIN 10 FEET FROM THE AC DISCONNECT RELEASED F == COIN, TRUCTION SHEET; _ 0 F": _ Niel_ e,DOFF, t » I z ;0 !ZF L 13JI ANA'WORK (t CONFLICT DING�,OD iJC � )�Ih1u ORDINANCE' ---- '' - 3UIL.)1\I INSI"F( �I DNISION E l ^ SI= , J S r,jnAP-'!_-' Tl? CONSTRUCT[ON IN E v FS Or; L'L1NL[C RIGHT-OF-WAY, 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 HATH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 3 v w JOB NUMBER: JB -7601457 00 MOUNTING SYSTEM: Comb Mount TvDe C (60) REC # REC260PEZ INVERTER: PVI-6000—OUTD—US—Z—A .IN Front Of House OIC) EO 1 "ME a m C Lc Inv I Inv ROBERT FERRI 2913 SWEET BRIAR STREET GRAPEVINE, TX 76051 2913 Sweet Briar Street (E) DRIVEWAY Digitally signed by CHRIS KIM Date: 2016.04.1' 7 14:14:57 -04'00' Robert Ferri RESIDENCE 15.6 KW PV ARRAY PAGE NAME: SITE PLAN PITCH: 34 ARRAY PITCH: 34 MPI AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 34 ARRAY PITCH: 34 MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 34 ARRAY PITCH: 34 MP3 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shinqle STORY: 2 Stories 4, R, M (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO -SITE PLAN N + Bhanu Swaroop Gaddam SHEET: REV: DATE: PV 3 4/16/2016 SolarCiT.►e•y 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 R(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.corn & WARNING LABELS DC DISCONNECT & WARNING LABELS A AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS F°. DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r, =-1 ik 11 INTERIOR EQUIPMENT IS DASHED L ="J -SITE PLAN N + Bhanu Swaroop Gaddam SHEET: REV: DATE: PV 3 4/16/2016 SolarCiT.►e•y 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 R(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.corn SIDE VIEW OF MP3 rrrs 4 MP3X-SPACING X- CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" RAFTER Ci. 2X8 @ 24" OC 2x8 @24" OC ROOF AZI 270 PITCH 34 AY STORIES: 2 ARRAZI 270 PITCH 34 Com Shin le 6" END DISTANCE 16" O.C. —?r STAGG. TYP E 3" I I I 2 I I I I SIMPSON SDW WOOD SCREWS CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC„ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SISTER UPGRADE INFORMATION: RAFTER UPGRAD® BY HATCHING UPGRADE NOTES: 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE NEW AND REFERENCED TOP VIEW. 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 223DO (IF 2—PLY) OR 22458 (IF 3—PLY) SDW SCREWS AS SHOWN AT 16' O.C. ALONG SPAN AS SPECIFIED, IF WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A A7 DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN (N) SIDE MEMBER TO (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON NAILS AT 6' O.C. ALONG SPAN. •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED JOB NUMBER: JB -7601457 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (60) REC # REC260PEZ INVERTER: ABB # PVI-6000–OUTD–US–Z–A Scale: 1"=1'-0" PREMISE OWNER: ROBERT FERRI 2913 SWEET BRIAR STREET 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 (E) WALL OR (E) RIDGE BOARD - SUPPORT BELOW (E) RAFTEROR SUPPORT BELOW (E) PURLIN OR MID SUPPORT, L SIMPSON SDW 22300 WOOD SCREWS (N) SISTER MEMBER CENTERED OVER MID SUPPORT RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHCRI F f WWORK i1! CONFLICTET6 i THE E01Cb1NG CODE OR ZOC 61NG, ORDINANCE, T H? S LPL A,'Qa o B 3_ K EP1 CSN TF�E JOB At T ALL I'Pvi -ES BUILDING iKISPY CT:O,"! DiVGON RELEASE DOES TIO APY ? r) C:C7ivJ L ril_1i TCOIV iN EASEMENTS OR PUBLIC; Hit <I I T -Or-V+JAy. (6) (4) (2) f�171i11�[.`���[iI111>[ JVL/JLVrV LI`l 1 IYIVVVLL.J Robert Ferri RESIDENCE 15.6 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS no Scale: 3/4"=1'-0" INSTALLATION ORDER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. r(3)1 INSERT FLASHING. (4) PLACE MOUNT. (5) INSTALL LAG BOLT WITH SEALING WASHER. (6)1 INSTALL LEVELING FOOT WITH BOLT & WASHERS. Bhanu Swaroop Gaddam SHEET: REV: DATE: PV 4 4/16/2016 .%SolafCity. 3055 Clearview Way San Moteo, CA 94402 T:(650) 638-1026 F:(650) 636-1029 (888)—SOL—CITY (765-2489) www.solarcitycom (�;1 SIDE VIEW OF MP2 NTS D MP2 X -SPACING X -CANTILEVER Y -SPACING Y-CAtrrILEVERI NOTES LANDSCAPE 72" 1 24" PORTRAIT 1 48" 1 20" RAFTER 2X8 @ 24" OC ROOF AZI 180 PITCH 34 STORIES: 2 ARRAY AZI 180 PITCH 34 C.I. 2X8 @24" OC Comp Shin le 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. M NUMBER: JB -7601457 00 SYSTEM: Mount Tvpe C REC # REC260PEZ INVERTER: ABB # PVI-6000—OUTD—US—Z—A 'REMISE OWNER: ROBERT FERRI 2913 SWEET BRIAR STREET GRAPEVINE, TX 76051 n SIDE VIEW OF MP1 NTS H MPJ I X -SPACING I X -CANTILEVER I Y -SPACING Y -CANTILEVER I NOTES LANDSCAPE 72" 24" PORTRAIT 1 48" 1 20" RAFTER 2X8 @ 24" OC ROOF AZI 90 PITCH 34 STORIES: 2 ARRAY AZI 90 PITCH 34 C.I. 2X8 @24" OC Comp Shingle Robert Ferri RESIDENCE 15.6 KW PV ARRAY PAGE NAME: STRUCTURAL VIE CITY QF _E RELEA@.ED F RELEASE DOES NOT P..I!THOP0,:.ANY WORK IN CONFLICT WITH THE BULDItNG GC;DF OR ZONING ORDINANCE., TH6 PLAN T BE KEPT ON THE J06',Al ALL TIMES BUILDING INSPFC!'-10f! DIVISION RELEASE DOES NGT APPLY -10 CONSTRUCTION IN EASEMENTS OR PUBLIC F)'!GHT-OF-VlAY. ,ALL E �v I. 2§ App Bhanu Swaroop Goddam SHEET: REN DATE: PV 5 4/16/2016 .w, ;SOlarCily- 3055 Clearview Way San Mateo, CA 94402 L(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.Warcity.com BOND (N) #S GEC TO (N) GROUND ROD Panel Number: HOMC30UC Inv 1: DC Ungrounded INV 1-(1)ABB # PVI-6000-OUTD-US-Z-A-(60)REC # REC260PEZ TYPE EC # 27006 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 130275649 Inv 2: DC Ungrounded AFCI Tnvertert Zigbee 6000W, 277V/24OV/208V, 96.5%/96.5%/963: PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled Underground Service Entrance Tie -In: Supply Side Connection INV 2-(1)ABB PM-600yb eO2 7Zs W,v/240V/208V, 96.5%/96.5%/96% 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 ADJUST MIN. ACTIVATION VOLTAGES! SolorCity E WIRING BRYANT CUTLER -HAMMER BRYANT Vstart = 200V () Inverter 1 IND i2 Load Center Disconnect 11 (N) 125A Load Center 9 ABB 6 A i DG B — PVI-6000-OUTD-US-Z-A 11 11DC- MP 1: 1x10 70A/2P C 35A/2P EGC ----------------- - ----� A/2P e ___L A — L2 DC+ i 2DC+ Vstart = 200V 20ON DG I 5 G (E) LOADS r _ _ _ _ _ GND _ _ , — — — _ EGC! _ _ _ DC+ C+ GEC - MP 1: 2x10 �--'---------- DG G GND _ _ EGCGC ADJUST MIN. ACTIVATION VOLTAGES! (1)Conduit Kit; 3/4" EMT SolarCity 3 N , DC+ Vstart = 186V Inverter 2 INDABB $ A DG OF TFC,' ' io PVI-6000-OUTD-US-Z-A oc MP 3: 2x6 1 i 1 35A 2P Ecc ................................. L2 DC+ 1 Dc+ Vstart = 200V t MATTHEW W. BAILEY W I 1 TO 120/240V t ................... .W DG 1 C_ SINGLE PHASE 1 �'�����*•�•�� 1 N 7 tt ` 106413: r UTILITY SERVICE '� L — — — — — — — — — _ _ EGC/ T Dc+ C+ MP 2. 2x9 1 ----- --- --- i, 0� • �!CENSEp •'• GEC DG G GND_— EGC---— ————————--— ————————— ---�----- G�---------- 1 1 I I (1) Conduit Kit; 3/4" EMT ! a (—GRAREMINEE Digitally signed by RELEASED FOR CONSTRUCTION Matthew W. Bailey PE FEET; OR Date: 201 6.04.1 8 RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT SEPARATE MEMRRCAL WITH THE BUILDING GONE OR ZONING ORDINANCE, UECHG 16:23:33 -06'00' THIS€ UI Til KEPT �� BER t SHALL BE REQUIRED THEE J AT L L TIMES Voc* = MAX VOC AT MIN TEMP ATE„tG EY; POI (1)Gro rLd Rod B (1)BRYANT # BR48L125FDP /� (2)SolarCit 4 STRING JUNCTION BOX ®� 5%8 x 8, C per Load Center; 125A,120/24OV,NEMA 1 AC BUILDING INSPECTION DIVISION 1 *, 2x2 STR�GS, UNFUSED, GROUNDED -(2)ILSCO IPC 470-2/DCUTLER-HA RP! BR270 ( LEASE C1CiES ItfC T APPLY TO GCiNSTRU TION IN Insulation Piercing Connector; Main 4/0-2, Top 2/0-6 Breaker, 70AE/2P, 2 Spaces EASEMENTS OR PUBLIC RIGHT-OF-WAY.SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE C (1)CUTLER-HAMMER # DG323URB AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 10OX 24OVac, Non -Fusible, NEMA 3R I - (1Disconnect; AMMER I DGIOONB ( ( T -- Ground%Neutral Kit; 60-100A, General Duty (DG) I F LadeLR2D (1)BoCnter;1125A 10/24OV, NEMA 3R (2)CUTLER-HAMMER / BR235 (1) AWG , THWN-2, Black1)AWG _ * _ _, ..., _c v,, _ * ...,.. ... .- _.... ... -. �(' �8, THWN-2, Block 1 AWG #10, THWN-2, Black Voc - 420.87 VDC Isc = 18.02 ADC 2 AWG X10, PV Wire, 600V, Black Voc = 4-2-0-1-8-7- VDC Isc = 9.01 ADC 1 I 1 Iql- (1)AWG , WN -Z, RED O Iq� { 1)AWG #8, THWN-2, Red ® (1)AWG /10, THWN-2, Red Vmp = 307 VDC Imp= 17' ADC I ® (1) AWG j1Q Solid Bare Copper EGC Vmp = 307 VDC Imp= 8.5 ADC 7 I�L(1)A`iVbN1-11, White NEUTRAL Vmp =240 VAC Imp=56 AAC y, 1=L(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 AAC (i AWG X10, THHN/THVM-2, Green EGC, , , .... . -.0 i AWG f8,. TtIWN-2,, Reen .. EGC/GEC,-(I) C(I1DUIT KIT k .......- (1)AWYG 0,. THWN-2,, Green .. EGC/GEC.- (1)Conduit. Kit.3/ . , , , , .... (1 AWG /10, THWN-2, Block Voc* = 420.87VDC Is = 9.01 ADC (4) AWG X110, PV Wire, 60OV, Black Voc* = 420.87 VDC Isc = 9.01 ADC 1 (1 AWG , THWN-2, Black 1 x'10 EMT Conduit (1)AWG #8, THWN-2, Black © (1)AWG /10, THWN-2, Red Vmp = 307 VDC Imp= 8.5 ADC O 1 AWG 1Q Solid Bare C p = 307 VDC Imp= 8.5 ADC 1 AWG THWN-g, RED �(� sC ( ) upper EGC Vm W trondZ 1 ®Ist- (1) AWG #8, 1HWN-2, Red (1 AWG 10, THHN THWN-2, Green EGC (1)AWGr , THWII-2, White NEUTRAL Vmp =240 VAC Imp=56 AAC ISL ) #....../...... .......... .... .... #4 (i)AWG X10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 AAC (1)AWG }110, THWVN-2, Black Voc 378.78VDC Isc -18.02 ADC (4}AWG �J10, PV Wire, 600V, Black Voc=25252VDC Isc =9.01 ADC Solid Bare. Copper. GEC. , , ,- (1) COfTDUIT KIT , , ..... - (1)AWG 8,, TtLWN-2, Green EGC/GEC,- (1)Conduit. Kit;. 3/4°,EMT. , , ....... O (1)AWG #10, THWN-2, Red Vmp = 276.3 VDC Imp=17 ADC O (1)AWG X10, Solid Bare Copper EGC Vmp =184.2 VDC Imp= 8.5 ADC i z'10' EMT Cbrid'uit' ' ' ' ' ' I 1 AWG 10, THHN THWN-2, Green EGC . . (1)AWG /10, THWN-2, Black Voc 252.52VDC Isc -18.02 ADC(4)AWG #1*0, P'V Wire, 60OV, Black Voc-378.78VDC Is -9.01 ADC I (tS I � (1)AWG #10, THW N-2, Red Vmp =184.2 VDC Imp -17 ADC ® (1)AWG #10, Solid Bare Copper EGC Vmp = 276.3 VDC Imp= 8.5 ADC \/ F,Wewr.lin TuuN/Twm-,) roo„ Frr 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. JOB NUMBER: JB -7601457 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (60) REC # REC260PEZ INVERTER: ABB # PVI-6000—OUTD—US—Z—A ROBERT FERRI 2913 SWEET BRIAR STREET GRAPEVINE, TX 76051 DESCRIPTION: Robert Ferri RESIDENCE 15.6 KW PV ARRAY PAGE NAME-- THREE AMETHREE LINE DIAGRAM Bhanu Swaroop Gaddam SHEET: REV: DATE: PV 6 4/16/2016 = , SolafClty® a�� l 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-CI7Y (765-2489) www.solarrity.com POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 2913 Sweet Briar Street r----------- ---------- -- — 1 SOLAR PHOTOVOLTAIC ARRAYS) L--------------------- — J UTILITY SERVICE INVERTER AND DC DISCONNECT INVERTER AND DC DISCONNECT PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANJ IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHDLE 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. ImmummWel MOUNTING SYSTEM: Comp Mount Type C MODULES: (60) REC # REC260PEZ INVERTER: ABB # PVI-6000—OUTD—US—Z—A JB -7601457-00 ROBERT FERRI 2913 SWEET BRIAR STREET GRAPEVINE, TX 76051 Robert Ferri RESIDENCE 15.6 KW PV ARRAY PAGE NAME: SITE PLAN PLA Bhanu Swaroop Gaddam SHEET: REV: DATE:- PV ATE:PV 7 4/16/2016 ►�SO'afit Y 1 3055 Cle"ew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com Label Location: (C)(CB) Per Code: NEC 690.31.G.3 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 SOLARaTY INC., NOR SHAH 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. 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 690.64.8.4 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 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-CTIY (765-2489) www.solarcity.com I a nit 0 g �, 'jSolarCity ZepSolar Zep System for composition shingle roofs Next -Level PV Mounting Technology +SolarCity93 I ZepSolar _ ... Root Attachment Array Skirt Qr4)MPAr-/O ti Description ZZ PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules Auto bonding UL -listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class "A" Fire Rating when installed using modules from uL LISTED 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 UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72" and cantilevers up to 24" - Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain zepsolar.com This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1890-001 Rev Date last exported: November 13, 2015 2:23 PM Components eJ*; Leveling Foot Part No. 850-1172 ETL listed to UL 467 Next -Level PV Mounting Technology Comp Mount Part No. 850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Interlock Part No. 850-1388 Listed to UL 2703 zepsolar.com Ground Zep V2 Part No. 850-1511 Listed to UL 467 and UL 2703 i6b I&IZ1111 I kk Array Skirt, Grip, End Caps Part Nos. 850-0113, 850-1421, 850-1460, 850-1467 Listed to UL 1565 DC Wire Clip Part No. 850-1448 Listed to UL 1565 This document does not create any express warranty by Zap Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com.. Document # 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM Designed for residential and small commercial PV installations, this inverter fills a specific niche in the ABB product line to cater for those installations producing between 5kW and 20kW. This inverter includes dual input section to process two strings with independent MPPT. The high speed and precise MPPT algorithm offers real-time power tracking and energy harvesting. Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range. This outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. The transformerless operation offers high performance efficiencies of up to 97.1%. Free remote monitoring capability available with every installation. This enables homeowners to view their energy production and offers installers a proactive and economic way of maintaining and troubleshooting the system. Highlights: - Single phase and split phase output grid connection. - Wide input range for increased stringing flexibility. - The high speed and precise MPPT algorithm offers real time power tracking and improved energy harvesting. - Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions. - Integrated DC disconnect switch in compliance with international Standards (-S Version). Bower and productivity for a better world T' Art 010 B Additional highlights: - RS -485 communication interface (for connection to laptop or data logger). - Integrated Arc Fault Detection and Interruption (-A Version). Technical data and types Type code Contributory fault current' PVI-5000-OUTD-US PVI-6000-OUTD-US Ambient air operating temperature range 13°F to +140°F (-25°C to +60°C) -......-_ ......................................._....................__...................................1........................................_..._......................._............ Ambient air storage temperature range -40°F to_+176°F (-40°C . Relative humidity o-100% Rk condensing Acoustic noise emission levelr: 50 db .... Maximum operating altdutde without derating 6560 it (200 "I'll m) 1-11111111 ... ... 2. Inverter can apply that much current - Breaker will open 2 ABB Solar Inverters I Product flyer for PVI-5000!6000-TL-OUTD 200- Contributory 00- a f r 3 r � � 4 � '� T., � ' � d 3 3 � u.4 r �� r i All measurements in inches .r• Nominal Power -PMP, (Wp) 260 Watt Class Sorting-(Wp) -/-5 Nominal Power Voltage-Vr,,, (V) 30.7 Nominal Power Current -IMPe(A) 8.50 Open Circuit Voltage -Voc (V) 37.8 Short Circuit Current- Is, (A) 9,01 Panel Efficiency (%) 15.8 The electrical characteristics are within +/-l0%of the indicated values of I,,, V., and P., at standard Test conditions (STC). Values at standard test conditions STC (airmass AM 15, irradiance 1000 W/m', cell temperature 777 (25'C)). At low irradiance of 200 W/m' (AM 1.5 & cell temperature 777 (27C1) at least 97% of the STC panel efficiency will be achieved. r• Nominal Power -PMP, (Wp) 197 Nominal Power Voltage -VM„ (V) 29.0 Nominal Power Current- IM„ (A) 6.81 Open Circuit Voltage -Vor (V) 353 Short Circuit Current - Isr (A) 7.24 Nominal operating cell temperature NOCT (B00 W/m', AM 1.5, windspeed 1 m/s, ambient temperature 68"F (200C). 10 year product warranty. c@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 b providing solutions that better RE C P Y- g P Y P g meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange(ticker:RECSOL).Ourl,600 employees worldwide generated revenues of USD 647 million in 2013. www.recgroup.com ,.24 + k t i All measurements in inches .r• Nominal Power -PMP, (Wp) 260 Watt Class Sorting-(Wp) -/-5 Nominal Power Voltage-Vr,,, (V) 30.7 Nominal Power Current -IMPe(A) 8.50 Open Circuit Voltage -Voc (V) 37.8 Short Circuit Current- Is, (A) 9,01 Panel Efficiency (%) 15.8 The electrical characteristics are within +/-l0%of the indicated values of I,,, V., and P., at standard Test conditions (STC). Values at standard test conditions STC (airmass AM 15, irradiance 1000 W/m', cell temperature 777 (25'C)). At low irradiance of 200 W/m' (AM 1.5 & cell temperature 777 (27C1) at least 97% of the STC panel efficiency will be achieved. r• Nominal Power -PMP, (Wp) 197 Nominal Power Voltage -VM„ (V) 29.0 Nominal Power Current- IM„ (A) 6.81 Open Circuit Voltage -Vor (V) 353 Short Circuit Current - Isr (A) 7.24 Nominal operating cell temperature NOCT (B00 W/m', AM 1.5, windspeed 1 m/s, ambient temperature 68"F (200C). 10 year product warranty. c@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 b providing solutions that better RE C P Y- g P Y P g meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange(ticker:RECSOL).Ourl,600 employees worldwide generated revenues of USD 647 million in 2013. www.recgroup.com 13 �4. ';SolarCity I ZepSotar DWV Debris Guard for composition shingle roofs Next -Level PV Mounting Technology DWV Debris Guard Construction Detail Debris Guard, close up �OOMPgT'01, Prevent blockages and keep vents open with the DWV Debris Guard. Protects against: FLeaves Rain �OMPP� • Pine needles • Insects • Snow Birds DWV Debris Guard is made of rugged 26 gauge galvanized steel. zepsolar.com This document does not create any express warranty by Zep Solar or about its products or services. Zap 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 ZepSolars products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1677-001 Rev A Date last exported: April 3, 2015 4:04 PM