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HomeMy WebLinkAboutSFRA2016-1127DATE OF ISSUANCE r t3ISr t" I"�Sv PERMIT #: I JOB ADDRESS: 3349 Summerfield Dr, 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 PROPERTY OWNER: Jacob Spencer CURRENT MAILING ADDRESS: 3349 Summerfield Drive CITY/STATE/ZIP: Grapevine, TX 76051 PH: # 817-682-5095 Fax # PHONE NUMBER: 4357571837 PROJECT VALUE: $ 6,300.00 FIRE SPRINKLERED? YES NO _ WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC 7 PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Install Roof Mounted Solar PV System USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSINESS: 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 ��t.rYGG2t�GfL PHONE #: 817-682-5095 EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL I I 11 FVLLOWING 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: Zoning: R A 7 � Building Depth: Building Width: Left: Plumbing — Rear: Mechanical Occu anc Load.- Right: Plan Review Approval: Date:- BuildingPermit 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: 3-Zq.Z0jt. Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FORMS\DSPERMITAPPLICATIONS 1/02-Rev, 19!04,5!06,2107 W9 !11 A4i —\ 51krL%1M VIN Issue Da K' AV L n r- CITY OF GRAPEVINE il A P 1) r V (CIRCLE ONE) WIN UV MECHANICAL ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS PERMIT APPLICATION (PLEASE PRINT LEGIBLY — COMPLETE ENTIRE F011-11 PERMIT # 1 (0 — BLDG. PERMIT # DATE: 3/24/2016 J013 ADDRESS* Et* 3349 Summerfield Dr, Grapevine, TX 76051, USA (TARRANT douu"n Y) DESCRIPTION OF WORK: Install Roof Mounted Solar PV System PROPERTY OWNER. Jacob Spencer CONTRACTING COMPANY: SolarCity Corporation ADDRESS: 3349 Summer -field Drive ADDRESS: 3051 Northern Cross Blvd #401 CITY/STATE/ZIP: Grapevine, TX 76051 CITY/STATE/ZIP: Fort Worth, TX 76137 PHONE NUMBER: 4357571837 PHONE NUMBER: _AREA 817-682-5095 TYPE OF OCCUPANCY BUILDING (SQ FT) PERMIT FEES AMOUNT DUE EACH TRADE I. 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 IL A, E, 1, R-1 I - 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 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 $1500 100,001- 500,000 500,001+ $ 327.00+ .005DOLLAR $ 1,327.00+.003 TVALUATION s45.00 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\AppDatalLocal\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-1 I.doc PLAN SUBMITTAL: 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. OTHER INSPECTIONS AND FEES: • 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 PRINTED 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 Manda Pancholy From: K4anda Pancholy Sent 201010:59AM To: Subject: 16-1127 3349 Surnmerfield Dr (Solar PV System) Clint Austin, In reference to permit application submitted to install roof mounted Solar PV System at 3349 Sunnmerfie|d Dr, provide register engineer sealed and signed report for safety of existing roof structure after additional load is imposed due to solar panel. Plans Examiner Version #SS.3 - TBD A*� �%!>oi a amon't y, March 22, 2016 RE: Project/Job # 7601361 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LEITER Spencer Residence 3349 Summerfield Drive 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 - MPI: Roof DL = 9.5 psf, Roof LL/SL = 12 psf (Non -PV Areas), Roof LL/SL = 1.5 psf (PV Areas) - MP3: Roof DL = 9.5 psf, Roof LL/SL = 12 psf (Non -PV Areas), Roof LL/SL = 1.5 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 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 C;0�' Digitally signed by j HUM.PHREY K. KARIUK* Sincerely, .' ... '•.+ 7HKariuki •; Humphrey Kariuki, P.E. l! Professional Engineer Date: 2016.03.22 %kNSE T: 443.451.3515 ,� 4��NA` email: hkariuki@solarcity.com 13:59:58 -04'00' 3051rti'ahvr Way S"'m Ktit i, CA 0440w eZ8 10 ,7 iM'W SX, - -ITY (6.50) 638 - .J24TO COMMENTS OFFICE COPY .��arcEty ct.€t, Ur P 3 2�41� S-uty\,me-(-��eAa 'Dr, Version #55.3 - TBD t, ,k -. .• Landscape Hardware Hardware - Landscape Modules' Standoff Specifications X -X, Spacing X -X Cantilever Y=Y;Spacing Y -Y Cantilever Configuration Uplift DCR MP3 72" 24" 39" NA Not -Staggered 55.5% MP3 72" 24" 39" NA Not -Staggered 55.5% Portrait Hardware Hardware -Portrait Modules' Standoff Specifications X-X'Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MPI 48" 20" 66" NA Not -Staggered 62.2% MP3 48" 20" 66" NA Not -Staggered 62.2% Structure Mounting Plane Framing Type Spacing Pitch Qualification Results Member Evaluation Results MPI Stick Frame @ 24 in. O.C. 451 Member Impact Check OK MP3 Stick Frame @ 24 in. O.C. 451 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. Way Sat) Mateo, :A ')440: (050) 638 - 10259 (UC) SOL - .t FY (o'X) 6Z8 - 1.021 .,alae , y.^.?m ® ® c Roof Dead Load ' Member Pto ernes Summa 9.5 psf x 1.4113.4 P 13.4 psf 4100aontal Member S ans Raftet Pro erne 9.0 sf x 1.41 Overhang 1.16 ft Actual W 1.50" Roof S stem fro `ernes ; : San 1 10.26 ft Actual D 5.501' Number of S ans (w/o Overhang) 1 San 2 Nominal Yes Roofing Material CoMp Roof San 3 A 8.25 in«^2 Re -Roof No Span 4 SX 7.56 in A3 Plywood Sheathing Yes San 5 1, 20.80 in«A4 Board Sheathing None Total Rake Span 16.15 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1Start 0.92 ft Wood Species OF Ceiling Finish 1/2" Gypsum Board PV 1 End 8.08 ft Wood Grade #2 Rafter Sloe 450 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 Emi„ 580000 psi Roof Dead Load DL 9.5 psf x 1.4113.4 psf 13.4 psf PV Dead Load PV -DL 9.0 sf x 1.41 117 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL/SL 2 5«0 psf x 0.54 1 x 0.3 17 psf 15psf Total Load(Governing LC TL 13.4 psf 26.2 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Q (G) (I,) p,; Cp=0.9, C,=1.1, I,=1.0 Member Arai sis Resuits Surnma G0Vetn Anat sts Pre PV Demand Post -PV Demand N'et tm act rnResult Gravity Loading Check 1034 psi 968 psi 0.94 1 Pass Mduntin" Plane Information Wind Design Code Kz Roofing Material Table 30.3-1 Comp Roof PV System Type Partially/Fully Enclosed Method SolarCity SleekMount*lm Spanning Vents V No Standoff Attachment Hardware Exposure Category Mount Type C Roof Slope Section 26.7 -Comp 450 qh Rafter Spacing 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 Desi n,Criteria Wind Design Code Kz ASCE 7-10 Table 30.3-1 Wind Design Method Kd 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/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 Kd 1.00 Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Trib Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) Equation 30.3-1 3.0 psf 27.2 psf T actual Ext. Pressure Coefficient U GC u -0.95 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC 0.88 Fig. 30A-2A/B/c-5A/e Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure U° „ -25.8 psf Wind Pressure Down 23.8 psf • r• 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 -278 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand Ca aci DCR 55.5% 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 -311 lbs Uplift Capacity of Standoff T -allow, 500 lbs Standoff Demand/Capacity,DCR 62.210 Member Analysis Results Summary Governin Anal sis I Pril Demad Post -PV Demand Net Itrr' act Result GravityLoadin Check 1034 si 968 si 0.94 1 Pass Member, Peopei it Summa ; Summa MP3 Hill oC 1+1emberS #0 Rafter propernes: IVr►n-P1lAreas PV Areas Overhang 1.16 ft Actual W 1.50" 13.4 psf °rr Pro, ernes `, San 1 10.26 ft Actual D 5.501, Number of Spans (w/o Overhang) 1 San 2 Nominal Yes Roofing Materia! Comp Roof San 3 A 8.25 in, A2 Re -Roof No S" P Total Load(Governing LC TL13.4psf Plywood SheathingYes San 5 3 20.80' n 4' Board Sheathing None Total Rake Span 16.15 ft TL Defl`n Limit 120 Vaulted Ceiling No ' PV 1 Start 0.92 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 8.08 ft Wood Grade #2 Rafter Sloe 450 PV 2 Start Fb 900 psi Rafter S acin9 24" O.C. I PV 2 End F„ 180 psi Top Lat l3rating Fuif PV 3 Start E 1 1600000 psi Bot Lat Bracing At Supports PV 3 End Emio 1 580000 psi Member Analysis Results Summary Governin Anal sis I Pril Demad Post -PV Demand Net Itrr' act Result GravityLoadin Check 1034 si 968 si 0.94 1 Pass Merriber L��adin Summa Roof Pitch 12 12 initial PitchAd'ust IVr►n-P1lAreas PV Areas Roof Dead Load DL 9.5 psf x 1.41 13.4 psf 13.4 psf PV Dead Load PV -DL 9.0,psf x 1.41 12.7 psf Roof Live Load RLL 20.Q_psf x 0.60 12.0 psf Live/Snow LoadLL SL 2 5.0 psf x 0.54 [ x 0.3 2.7 psf 15 psf Total Load(Governing LC TL13.4psf 26.2 psf Notes: 1, ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) pQ; Ce=0.9, Ct=1.1, I,=1.0 Member Analysis Results Summary Governin Anal sis I Pril Demad Post -PV Demand Net Itrr' act Result GravityLoadin Check 1034 si 968 si 0.94 1 Pass Mounting, Plainne Irffi ion -- - ------ - -0.95 Fig. 30.4-2A/B/C-5A/B Wind Pressure Exposure KZ Roofing Material Table 30.3-1 Comp Roof Kzt PV System Type Section 26,8 SolarCity SleekMount"Im Kd Spanning Vents Section 26.6-1 No I Standoff Attachment Hardware 20 sf Comp Mount Type C qh Roof Slope Equation 30.3-1 450 Net Wind uplift at Standoff Rafter Spacing -278 lbs 24" O.0 Uplift Capacity of Standoff Framing Type / Direction 500 Itis Y -Y Rafters Standoff Demandly 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 Desior 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 Celciulallion'Coefficients -- - ------ - -0.95 Fig. 30.4-2A/B/C-5A/B Wind Pressure Exposure KZ 0.95 Table 30.3-1 Topographic Factor Kzt 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 00.00256 (Kz) (Kzt) (Rd) (VA2) Equation 30.3-1 Net Wind uplift at Standoff 27.2 psf -278 lbs im-A n. . Ext. Pressure Coefficient U GC u -- - ------ - -0.95 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC w 0.88 Flg. 30,4-2A/B/C-5A/B' Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure U' -2S.8 Wind Pressure Down Pfdg=l .pg 23.8 Psf 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 -278 lbs Uplift Capacity of Standoff T -allow 500 Itis Standoff Demandly DCR 5515% 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 -311 lbs Uplift Capacity of Standoff T -allow 500 Itis Standoff Demand/Capacity DCR 62.2% 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 ELECTRICAL NOTES IMUN DO 10041 LIN 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 2Ot2f 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 ........._._ CONAL —THE INFORMATION HEREIN loa NUMBERPREMISE OWNER: JACOB SPENCER CONTAINEDTAINEDSHALL NOT BE USED FOR THE JB -7601361 0 0 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 3349 SUMMERFIE�D DRIVE NOR SHALL IT 8E DISCLOSED IN WHOLE OR IN Comp Mount Type C PART R ANIZATTITHERS IOON,, EXCEPT IDN CONNECTION HATH MODULES: GRAPEVINE, TX 76051 THE SALE AND USE OF THE RESPECTIVE (20) REC # REC260PEZ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. ABB # PVI-4.2—OUTD—S—US—Z—A DESCRIPTION: Jacob Spencer RESIDENCE 5.2 KW PV ARRAY PAGE NAME: COVER CON"TRACIFOR &F-fAUL CALL. FOR 7 ' Ct..NF4A, Lw. 4 Wdl_[_ PERM yy SEPARATE ,UNISIN , MECNP,IQAL, ELECTRICALAND _i'CiN PERMITS HALL_ BE R § LIRE—,a) t PV1 COVER SHEET PV2 PROPERTY PLAN PV3 ALF FR40401"l. PV4 STRUCTURAL VIEWS PV5 THREE LINE DIAGRAM iPH'"b SEPARATE ,UNISIN , MECNP,IQAL, ELECTRICALAND _i'CiN PERMITS HALL_ BE R § LIRE—,a) t 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 I DATE COMMENTS Matt Hart �s 3055 CleoNew Way SHEET: REV: DATE: Son Mateo, CA 9440 T:(650) 638-1028 R(650) 638-1029 PV 1 3/22/2016 (888)—SOL—CITY (765-2489) www,solorcitycom 3349 Summerfield Drive (E) DRIVEWAY '1114 51 A LL- Pil IO -i S -i 'TF -T-11 SVAALL COf"APL-1 ) > SC -C-1%014 . 2-00 6L-G,1--Tfzjc1QL1 r Front Of House SATELLITE CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB -7601361 CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., _ MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (20) REC # REC260PEZ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. ABB # PVI-4.2—OUTD—S—US— •! VENT SPANNING =0-(E OF TE `ht *; .� �HUMPHREYK. KARIUKI ....I.................,....�..�.. STAMPED & SIGNED FOR STRUCTURAL Digitally si• '• by Date: 1 •! -04'00' a E 1 ni w F e O O O ILI (E) SATELLITE JACOB SPENCER 3349 SUMMERFIELD DRIVE GRAPEVINE, TX 76051 PITCH: 45 ARRAY PITCH: 45 MP1 AZIMUTH: 52 ARRAY AZIMUTH: 52 MATERIAL: Comp Shingle STORY. 2 Stories PITCH: 45 ARRAY PITCH: 45 MP3 AZIMUTH:232 ARRAY AZIMUTH: 232 MATERIAL: Comp Shingle STORY: 2 Stories Jacob Spencer RESIDENCE 5.2 KW PV ARRAY PAGE NAME: SITE PLAN Matt Hart .. 3055 Ciearvfew Way SHEET: REV: DATE Son Mteo, CA 94402 T:(650) 638-1028 F:(5) 636-1029 PV 3 3/22/2016 (888)—SOL—CITY (765-2489) www.solarcitycom (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS FDC RELFASED FOR CONSTRUCTION IJ©j DC DISCONNECT & WARNING LABELS SHEET: OF: FAC AC DISCONNECT & WARNING LABELS CONFLICT RELEASE DOES NOT AUTHORIZE ANY WORK INDENCE. WITH THE BUILDING CGDE OR ZONING ORNA O DC JUNCTION/COMBINER BOX &LABELS THIS PLAN TO BE KEEN ON THE JOEL ATALL- TIRES � DISTRIBUTION PANEL & LABELS DATE. t b By.. LOAD CENTER & WARNING LABELS BUILDING INSPECTION DIVISION RELEASE GOES NOT APPLY TO CONSTRUCTION Its� DEDICATED PV SYSTEM METER EASEMENTS OR PUBLIC RIGHT-OF-WAY, �.../ PPS Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED r, _-1 1% '1 'J INTERIOR EQUIPMENT IS DASHED L _ SITE PLAN 4, Jacob Spencer RESIDENCE 5.2 KW PV ARRAY PAGE NAME: SITE PLAN Matt Hart .. 3055 Ciearvfew Way SHEET: REV: DATE Son Mteo, CA 94402 T:(650) 638-1028 F:(5) 636-1029 PV 3 3/22/2016 (888)—SOL—CITY (765-2489) www.solarcitycom 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 C_�SIDE VIEW OF MPI NTS STEEL LAG BOLT H WITH SEALING WASHER fP Mpl X-SPACINGX-CANTILEVER Y -SPACING Y -CANTILEVER NOTES (2-1/2" EMBED, MIN) ANDSCAPE 72" 24" ORTRAIT 48" 20" 1 1(E) RAFTER ROOF AZI 52 PITCH 45 RAFTER 2X6 @ 24" OC STORIES: 2 ARRAY AZI 52 PITCH 45 C.J. 2X6 @18" OC r....,., ctii. 1, 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. C SIDE VIEW OF MP3 NTS -= EOFT `h! .................................... HUMPHREY K. KARIUKI ................../..ur•.f.. STAMPED FOR STRUCTURAL ONLY . -GRAPEVINE RELEASED FOR CONSTRUCTION INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. SEAL PILOT HOLE WITH (2) POLYURETHANE SEALANT. -------------------------------------- (3) INSERT FLASHING. (4) PLACE MOUNT. (5) INSTALL LAG BOLT WITH _-SEALING WASHER.,__. 2" MAX 2" MIN CLEAR SPAN VENT SPANNING DETAIL DIAMETER r,1cT0 UNDERSIDE .0 10_ ..-- OF MODULE NTS r r r' 6" MIN. VENT SOLAR PANEL HEIGHT FROM TOP r OF ROOFING MATERIAL SHEET; OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLI SOLAR MODULE WI TH THE BUILDING CODE OR ZONING ORDINANCE. MOUNTING HARDWARE THIS PLAN TO BE KEPT ON (SEE STANDOFF DETAIL) THE JOB AT ALL TIDES DATE. 1 & BY: ) OFING MATERIAL MP3 X -SPACING X -CANTILEVER Y -SPACING -CANTILEVER NOTES LANDSCAPE 72" 24" _Y PORTRAIT 48" 20" RAFTER 2X6 @ 24" OC ROOF AZI 232 PITCH 45 STORIES: 2 ARRAY AZI 232 PITCH 45 C.I. 2x6 @16" OC Comp Shingle JOB NUMBER: JB -7601361 MOUNTING SYSTEM: Comp Mount Tvpe C (20) REC # REC260PEZ INVERTER: ABB # PVI-4.2—OUTD—`. BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLICRIGHT-OF-WAY. _ IT PPR 00 PREMISE OWNER: JACOB SPENCER 3349 SUMMERFIELD DRIVE GRAPEVINE, TX 76051 —A PLYWOOD (E) RAFTER Jacob Spencer RESIDENCE 5.2 KIN PV ARRAY PAGE NAME STRUCTURAL VI Matt Hart SHEET: REV. DATE: PV 4 3/22/2016 =,;;�OI�f fit w •1 v 3055 CleanAew Way San Mateo, CA 94402 L(650) 636-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcitycom BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: NoMatch Inv 1: DC Ungrounded INV 1 - (1)AB B # PVI AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 114 774 190 Tie -In: Supply Side Connection AFCI Inverter; Zgbee 4200W, 277V�240V/208V, 96%/96%/96% Underground Service Entrance INV 2 150A MAIN SERVICE PANEL 15OA/2P MAIN CIRCUIT BREAKER (E) WIRING 150A/2P TO 120/240V SINGLE PHASE (E) LOADS 3 — (20) 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 ADJUST MIN. ACTIVATION VOLTAGES! BRYANT CUTLER—HAMMER Inverter 1 IND Load Center Disconnect 3 ABB 1 VStart = 200V DC+ PVI-4.2—OUTD—S—US—Z—A DC- MP 3: 1x10 25A/2P B —EGC-----------------j ® L, zgoV t ---------------------- ------------ L2 DC+ DC SEPARA:rE PLUMBINGA, MECtiANICAL, .,E TMCAL AN' D SIGN P ERMiTS SHALL E REQUMED --------------- _ EGC/ ---------- -- GEC RELFASED FOR CONSTRUCTION SHEET: 31=: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONIMG ORDINANCE, IS PLAN TO BE KEPI O THE JOB A117 ALL 1 IB ES DATE. BY - BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY, _L !J , A Voc* = MAX VOC AT MIN TEMP POI (1)GroprLd Rot! A (1) BRYANT N BR48L125FDP 5 8 x 8, C per Load Center, 125A,120/24OV,NEMA i - (2)ILSCO ,IPC 4�0-}6 - (')CUTLER-HAMM # BR225 AC Insulattion Piercing Connector; Main 4/0-4, Tap 6-14 Breaker, 25A 2P, 2 Spaces SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE B (1 CUTLER -HAMMER # DG221URB AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 30A, 24OVac, Non -Fusible, NEMA 3R - (1)CUTLER-t1AMMER # DG030N8 i Ground/Neutral d; 30A, General Duty (DG) Black I�,1 2AWG #16, THWN ' Black ®� (1)AWG #6, THWN-2, Red (1)AWG X10, THWN 2, Red (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20 AAC (1)AWG #10, THWN 2, White NEUTRAL Vmp =240 VAC Imp -20 AAC -.(')AWG #6,. Solid Bare. Copper. GEC, , , , (')Conduit. Kit;, 3/4" .EMT. , . , , , _ .. - (i )AWG fJB,. THWN-2,. Green , .EGC/GEC. (1) Conduit. Kit;, 3/47.EMT. . 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 -7601361 00 MOUNTING SYSTEM: Comp Mount Type C MODULES- (20) ODULES(20) REC # REC260PEZ INVERTER: ABB # PVI-4.2-OUTD-S-US-Z-A JACOB SPENCER 3349 SUMMERFIELD DRIVE GRAPEVINE, TX 76051 Vstart = 20OV ---- c- MP 1: 1x101 — -'c -----------—--- - - - - --—------ - - - - -- ---- - - - - -- -- —j OIL .® aew®wwsawaww......ww®s•wae w MATTHEW W. BAILEY wwwNOwwswaw�wwwwwwwwwwwwwwawww 10641 , Jacob Spencer RESIDENCE 5.2 KW PV ARRAY PAGE NAME: THREE LINE DIAGRAM (1) Conduit Kit; 3/4" EMT Digitally signed Mall-thewby Bailey _'Wate: 2016.03.22 M O X10, PV Wire, 60OV, Black Voc* = 420.87 VDC (1)AWG 110, THHN/THWN-2, Green EGG Vmp = 307 VDC 0 Conduit Kit; 3/4". EMT I' - ---9 Ot Imp= 8.5 ADC ADC O2 .. (Y AWG #10, PV Wire, 60OV, Black Voc* = 420.87 VDC (1)AWG #10, THHN/THWN-2, Green EGG Vmp = 307 VDC (i) Conduit Kit;, 3/4" EMT ...................................... Isc = 9.01 Imp= 8.5 ADC ADC Matt Hart SHEET: REV: DATE: PV 5 3/22/2016 AISolarCiT Y 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com AmoreiLl POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 3349 Summerfield Drive INVERTER AND DC DISCONNECT --------------------------� SOLAR PHOTOVOLTAIC ARRAYS) UTILITY SERVICE DISCONNECTKAOTOVOLTAIC BACK—FED CIRCWT WEAKER IN MAIN ELECTrdCAL PANEL IS AN A/C E• NEC 690.17 OPERATING VOLTAGE = 240V CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITIEN PERMISSION OF SOLARCITY INC. MOUNTING SYSTEM: Comp Mount Type C MODULES- (20) ODULES(20) REC # REC260PEZ INVERTER: ABB # PVI-4.2—OUTD—S—US—Z—A JB -7601361-00 JACOB SPENCER 3349 SUMMERFIELD DRIVE GRAPEVINE, TX 76051 Jacob Spencer RESIDENCE 5.2 KW PV ARRAY PAGE NAME: SITE PLAN PLA Matt Hatt SHEET: REV: DATE: PV 6 3/22/2016 ,SolarCi %.Y 3055 Cleorview Way San Mateo, CA 94402 T:(65O) 638-1028 F:(65O) 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 SOLARCITY INC., NOR MALL 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.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 Clearview Way Apft j1M San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 larb(888)-SOL-Crry (765-2489) www.solarcky.com 0 1 r 1 as` r 4t r ti g r F>rh 1 a ti (t T 1 Q i t B All measurements in inches Nominal Power- PM„ (Wp) 260 Watt Class Sorting-(Wp) ./-5 Nominal Power Voltage -Vrtie (V) 30.7 Nominal Power Current -1_(A) 8.50 Open Circuit Voltage -Von (V) 37.8 Short Circuit Current- I5C (A) 9.01 Panel Efficiency(%) 15.8 The electrical characteristics are within +/-109" of the indicated values of I V,y,. and P. r. at standard Test conditions (STC). Values at standard test canditions STC (airmass AM 1.S, irradia nce 1000 W/m', cell temperature 77'F (25°C1). At low irradiance of 200 W/m2 (AM 1.S & cell temperature 77°F (25°C)) at least 97% of the STC panel efficiency will be achieved. Nominal Power -PM;,, (Wp) 197 Nominal Power Voltage -Vr p,(V) 29.0 Nominal Power Current - IM„ (A) 6.81 Open Circuit Voltage- Vnc (V) 35.7 Short Circuit Current- I5C (A) 7.24 Nominal operating cell temperature NOCT (800 W/m', AM 1.S, wmdspried 1 m/s, ambient temperature 687 (20"C). 10 year product warranty. cloul 25 year linear power output warranty USTED (max. degression in performance of 0.7%p.a.). UL 1703, Fire rating Type 1, Clas, 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 meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSO L). Our 1,600 employees worldwide generated revenues of USD 647 million in 2013. RCC www,recgroup.com