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SFRA2016-2391
Zjai DATE OF ISSUANCE: PERMIT #: 1 wl BUILDING PERMIT APPLICATION (PLEASE PRINT LEGI}3I,Y.-COMl'I EEE ENTIRE FORM) JOB ADDRESS: 3113 Sweet Briar St. Grapevine, TX 76051 LOT: 3 BLOCK: 3 SUBDIVISION: BUILDING CONTRACTOR (company name): SolarCity Corporation SUITE # CURRENT MAILING ADDRESS: 10430 Shady Trail #108 CITY/STATE/ZIP- Dallas, TX 75220 pH: # 214-998-9059 Fax # PROPERTY OWNER: Lauri Eason CURRENT MAILING ADDRESS: 3113 Sweet Briar St. CITY/STATE/ZIP: Grapevine, TX 76051 PHONE NUMBER: (817) 658-6915 PROJECT VALUE: $10,740 FIRE SPRINKLERED? YES WHAT TRADES WILL BE NEEDED? (Classy ones ih�t apps i 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 `4a5..::... Total Square Footage under roof: Square Footage of alteration/addition: 825 ❑ 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 I & 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: Dulce Trujillo SIGNATURE PHONE #: 214-998-9059 EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL l THE FOLLOWING IS TO BE COMPLE'T'ED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ T0m 0 Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES —NO Front: -, Electrical Division: Building Depth: Left: Zoning: R ® T1 ` Building Width: Rear: _- -Plumbing�- Mechanical Occupancy Load: Right: Plan Review Approval: Date: 16 Building Permit Fee: / 5 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. - 2.o i Total Fees: '7 Lot Drainage Submitted: Approved: Total Amount Due: F 1;1 1 P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O:FORMSIDSPERMITAPPIICATIONS 1/02 -Rev 04 /06,2/07,1 1W4111 P ' V� N� -- - CITY . • f r EVINE (CIRCLE ONE) IRRIGATION f PERMIT f ■■ f TION f L. bt PKINt L hORSLY - COMPLETE ENTIRE FORM PERMIT # ` Z BLDG. PERMIT # DATE: (�° � -� 06/27/2016 JOB ADDRESS: SUITE # 3113 Sweet Briar St. Grapevine, TX 76051 Install Roof Mounted PV Solar System PROPERTY OWNER: $ 33.25 CONTRACTING COMPANY: Lauri Eason $ 49.88 SolarCity Corporation ADDRESS: $ 63.18 ADDRESS: 3113 Sweet Briar St. $ 76.48 10430 Shady Trail #108 CITY/STATE/ZIP: $ 83.13 CITY/STATE/ZIP: Grapevine, TX 76051 $ 89.78 Dallas, TX 75220 PHONE NUMBER: $ 96.43 PHONE NUMBER: (817) 658-6915 $ 103.08 214-998-9059 TYPE OF OCCUPANCY BUILDING AREA SQ FT PERMIT FEES AMOUNT DUE $ 120.37 EACH TRADE I. R-3 SINGLE FAMILY, DUPLEX TOWNHOUSE, NEW CONSTRUCTION & ADDITIONS (PER UNIT) TOTAL SQ. FOOT UNDER ROOF HOTELS, APARTMENTS, DRINKING/DINING, EDUCATIONAL, ASSEMBLY, INSTITUTIONAL 1 - 749 $ 33.25 750- 1,199 $ 49.88 1 - 500 1,200- 1,500 $ 63.18 GARAGES, FACTORIES, 1,501 - 1,750 $ 76.48 1,751 - 2,000 $ 83.13 $ 182.00+ .007 SQUARE 2,001 - 2,250 $ 89.78 100,001+ 2,251 - 3,000 $ 96.43 3,001 - 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 1 - 500 $ 37.00 501 -100,000 $ 17.50+.035 PER 100,001 - 500,000 $ 3,500.00+.03 SQUARE 500,001 + $15,000.00+.02 FOOT $ 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 1,500 50,001- 100,000 $ 127.00+ .007 PER TVALUATION $ 100,001- 500,000 500,001+ $ 327.00+ .005DOLLAR $ 1,327.00+.003 $ 45 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\sbafte\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.OutlDok\G80E6GQF\MEP APPLICATION 4-11.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) ....... ............ .................... ........$42.00lHOUR" • REINSPECTION FEES............ ............ .................... ............. -- $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED..... ............... ............ I ........ -- $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (112 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 t r TOCOMPLY WITH ANY FEDERAL,AND OR REGARDINGLOCAL LAW ENERGY CONSERVATIONPERFORMED IN ACCORDANCETHOSE AND THAT V ICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. Dulce Trujillo SIGNATURE • AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS AOR 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 Q\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet FilesNContent.Outlook\G8t1E6GQF\MEP APPLICATION 4-11.doc SolarCity 0F,TF,0\, June 21, 2016 RE: CERTIFICATION LETTER Project/Job # 7601742 lABELAR'DO E.a[)E VERA , Project Address: Eason Residence ., (v "'"I'""""'q'% 3113 Sweet Briar Sttr o�, 113896 tt Grapevine, TX 76051 lkk N A` AHJ Grapevine ��e59 py.iyiiysigned by Abe De Vera IV?l8-\� ` pN: dc=local, dc=SolaKlty, SC Office Dallas °°=5olaraty°ser., ou=Hawthorne, cn=Abe De Vera, Vera emailadevera@solar<ity.com Design Criteria: Date: 2016.06.2113:08:18 -07'00' - 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: Roof DL = 9.5 psf, Roof LL/SL = 16 psf (Non -PV Areas), Roof LL/SL = 2.2 psf (PV Areas) - MP2B: Roof DL = 12.5 psf, Roof LL/SL = 16 psf (Non -PV Areas), Roof LL/SL = 2.2 psf (PV Areas) - MP3A: Roof DL = 9.5 psf, Roof LL/SL = 16 psf (Non -PV Areas), Roof LL/SL = 2.2 psf (PV Areas) - MP3B: Roof DL = 9.5 psf, Roof LL/SL = 16 psf (Non -PV Areas), Roof LL/SL = 2.2 psf (PV Areas) Version #58.8 - 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. Sincerely, Abe De Vera, P.E. Professional Engineer Main, 888,765.2489, x57526 email: 3055 Ck7' ,w w VJau Sao Mateo CA Q4402 : t ,,,0) h3 - RC 28 (8F D ,01- - C TY 6 S - 102a Nardty.,-om COPY,OFFICE J UN 2 8, 2016 Version #58.8 -TBD j&,,.,SoIarC*Ity, jai Landscape Hardware X -X Spacing Hardware -Landscape Mod les' Standoff Spe ifications X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP2A 72" 24" 39" NA Not -Staggered 37.9% MP213 72" 24" 39" NA Not -Staggered 37.9% MP3A 72" 24" 39" NA Not -Staggered 37.9% MP3B 72" 24" 39" NA Staggered 37.9% Portrait Hardware X -X Spacing Hardware - Portrait Modules' Standoff Spec ications; X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR M112A 48" 20" 65" NA Not -Staggered 42.1% MP2B 48" 20" 65" NA Not -Staggered 42.1% MP3A 48" 20" 65" NA Not -Staggered 42.1% MP3B 48" 20" 65" NA Staggered 42.1% Structure Mounting Plane Framing Type Spacing Pitcii", Qualification Results Member Evaluation Results MP2A Stick Frame @ 24 in. O.C. 346-- Member Impact Check OK M132B Vaulted Ceiling @ 24 in. O.C. 340 Member Impact Check OK MP3A Stick Frame @ 24 in. O.C. 34' Member Impact Check OK MP3B Stick Frame @ 24 in. O.C. 341 Member Impact Check OK Refer tothe submitted drawings for details minformation ox/ccte during asite survey. All member analysis and/or evaluation isbased onframing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. aus! ar wm 5 mma �muux'wJ0o ("sme1;" rux (osmo'r/ , �165-"^nu �nvmmmnsw'�m IN 11 ��� �� i2 Memblor pro e"I S5UMMMIIIIII tioriotal Mersber ells Overhang 1.16 ft Rafter f►rti efties Actual W 1.50" i of stem Pro` Number of Sem QNjo Overhang) rties 2 an 1 8.91 ft San 2 5.09 ft Actual? 0 Nominal S.SVI Yes Roofing Material COMP Roof IS an 3A 10,9 Psf 8.25 tn.^2 Re -Roof Pi ood Sheath n No Yes Span 4 S ars 5 SX 7.56 in.^3 20.86 in.A4 Board Sheathing None Total Rake S an 18.29 ft TL Defl'n Limit 120 Vaulted £viii No ' PV 1 Mart ; 9.'26 ft Wood S` ecies Csl= Ceiling Finish 1/2" Gypsum Board PV 1 End 16.33 ft Wood Grade #2 Rafter 51ope 341' PV 2Start Fa! 900 psi Rafter Spacing it3r Lat 13racin 24" O.C. Ful! PV 2 End PV 3 start F„ 91OOC10 180 psi si Bot Lat Bracing At supports PV 3 End Emin 580000 psi Roof Dead Load DL 9.5 psf x 1.21 11.5 psf 1 11 1.5 psf PV Dead Load PV_01. 9.0,psf x 1.21 ', 10,9 Psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/snow Load LL 5L�" 5,9;psf i s 0,44 IS psf 2.2 Total Load (0overning LC TL 27.5 ` sf 22,3 psf 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, G=1.1, L=1.0 Member aWlsftsults,Summary ma Ggymin Anal sis Pre PV Cser»and Poste PV 1,emend Net GOact Result Gravi Loading Check -638 psi -609 psi 0.95 Pass WIN Moue in Plane 1gortnoflon Wind Design Code Roofing Material Comp Roof Roof Slope 340 Rafter $acln 24" O.C. Framing Type / Direction Fig. 26.5-1A Y -Y Rafters C PV System Type Roof Style SolarCity leekMount''I Fig. 30.4-2A/B/C-SA/B Zep System Type h its ft ZS Comp Standoff Attachment Hardware Comp Mount Type C Spanning Vents No 3.0 psf !Mnd iPe i n Criteria i Wind Design Code ASCE 7-10 Wind Design Method: Partially/Fully Enclosed Method Max Allowable Cantilever 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 Heicjht h its ft Section 26.2 A"WAKE STANOW Max Allowable Standoff Spacing Landscape /z sti Max Allowable Cantilever landscape 24" NA Standoff Confi . . . ..,guratiN,.o,t Stacgered „ MaxStandoff-Tribut-a..rry-Area Trib 19 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -241 lbs Uplift Capacity of Standoff T -allow 637 lbs wiwwfiaw: Y 'Ziy s l... e ember Ansi sis Results Surnmty Govexriin Anal s Pre ``-PV ideihtiand f►rast-IPV rand Net Impact ites Gravity Loading Check -972 psi -756 psi 1 0.78 Pass MP28 l" orizontal Member Spam Overhang 1.16 ft ia�fter101011611rtilft Actual W 1.50" Roof stem Pro` ernesn Number of S ans ktjo Overhang) 2 0.5 ft San 2 5.17 ft Actual D Nominal a.50" Yes Roofin Materiit COMP Roof SP60 3 A 8.25 111.A2 Re -Roof No San 4 Sx 7.56 in A3- Mrwood Sheathing Yes San s I 20.80 jni A4 Board Sheathing None Total Rake Span 20.12 ft TL Defl'n Limit 180 Vaulted Ceiling..Yes 3.5 psf PV 1 Start i 3.25 ft i Wood Spedes OF Ceiling Finish 1/2" Gypsum Board PV 1 End 13.08 ft Wood Grade #2 Rafter Slope 34° PV 2 Start 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lot Bracing Full I PV 3',Start E 1 1600000 psi Bot Lat Bracing Full PV 3 End Emin 580000 psi ember Ansi sis Results Surnmty Govexriin Anal s Pre ``-PV ideihtiand f►rast-IPV rand Net Impact ites Gravity Loading Check -972 psi -756 psi 1 0.78 Pass Member Look!fl Su MMO Rciof IPitch 8 1 Initial Pit irh Ad"ust Itilon.4 Areas PV'Areas Roof Dead Load DL 12.5 psf x 1.21 15.1 psf 15.1 psf PV (dead Load PV -DL _-.101psf x 1..21i0.9 , Psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live,/Snow Lod LLf SLix2, S.O psf x 0.7 1 x 0.44 3.5 psf 242f Total Load Governin L TLI'll 15.I 25.9 sf Notes: I. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) pa ; Ce=0.9, Q=1.1, L=1.0 ember Ansi sis Results Surnmty Govexriin Anal s Pre ``-PV ideihtiand f►rast-IPV rand Net Impact ites Gravity Loading Check -972 psi -756 psi 1 0.78 Pass Mountiln Plane Infnrnat�c,n Roofing Material Camp Roof, Roof Slope Rafteracro ASCE 7-10 340 24" O.C. Wind Design Method Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware Partially/Fully Enclosed Method Y -Y Rafters SolarCity 1eekMounf'4 ZS Comp Camp Mount Type C Basic Wind Speed Spanning Vents 115 mph No Exposure Category -23.3 psf Mod Desi n CAteria Wind Design Code -0.95 ASCE 7-10 Ext. Pressure Coefficient Down Wind Design Method 0.88 Partially/Fully Enclosed Method Desi n Wind Pressure Basic Wind Speed V 115 mph Fig. 26.5-1A Exposure Category -23.3 psf C Section 26.7 Roof Style 21.E psf Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Hei ht h,, I is ft Section 26.2 Ext, Pressure Coefficient Up)____ GCp iUp) -0.95 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC Down 0.88 Flg. 34.4-2A/B/C-SA/B Desi n Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure U „ -23.3 psf Wind Pressure Down 21.E psf A"WASLE STANDOf ax Allowable Standoff Spacing Landscape iL Y7 ax Allowable Cantilever I landscape 24P I NA Max Stand-off Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff T -actual -241 lbs Uolift Capacity of Standoff T -allow 637 lbs Roof Dead Load Member Prc3 ertles summary MP3A "oriziroot l M bar Spans Overhang 1.16 ft Rafter Actual W , 1.50" Roof stern Pro artias " Number of S ans w o Overhang) 1 San 10.75 ft San 2 Actual 0 Nominal 5,50" Yes Roofing Material Comp Roof I San 3 A 8.25 !n.'°2 Re -Roof No Span 4 SX7.56 in.^3 Pl: ood Sheathing Yes S 'S I 20.80 in."4 Board Sheathing None Total Rake Span 14.37 ft TL Defl`n Limit 120 Vaulted Cumin Ceiling Finish No 1/2" Gypsum Board PV 1'start 2,00 ft PV 1 End 11.92 ft Wood ' acies Wood Grade DF #2 Rafter Sloe 30 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi To Lat Bracing Full PV 3 :start I E ' 1600000 Bot Lat Bracing At Supports PV 3 End I Emin 580000 psi Roof Dead Load DL 9.5 psf x 1.21 11.5 psf 11.5 psf PV mead Load 9.0 PSf x 1.,21 10.9 PSf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load ULLS02 5,0.1:5 x 0.7 1 x 0.44 3.5 pg 2 psf Total Load(Governing LG TL " us psr 22.3 sf Notes: 1. Ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Q (IS) p.; Ce=0.9, G=1.1, I71.0 Member Analysis Results Summary Governing AnaI[sis Pre -PV, Ieimand PostPU i>antand . Net i act Gravity Loading Check 1 999 psi 0.81 Pass llfuiilflif yiiiCiilfti#t3i Roo in Material Camp Roof Roof Slope Rafteracro Wind Pressure 340 24'" C.C. GCp {Up) Framing Type / Direction PV System Type Zep System Type Standoff Attachment Hardware)_Comp -0.95 Fig. 30.4-2A/B/G5A/B Y -Y Rafters SolarCity SleekMouni ZS Comp Mount Type C Down Spanning Vents V No Fig. 21 Exposure Category W`r d L3eS• t1 CrMt�'1'!d Wind Design Code Wind Pressure ASCE 7-10 GCp {Up) Wind Design Method -0.95 Fig. 30.4-2A/B/G5A/B Partially/Fully Enclosed Method Down Basic Wind Speed V 115 mph Fig. 21 Exposure Category p = qh (GCp) Equation 30.4-1 C Section 26.7 Roof Style -23.3 psf Gable Roof Fig. 30.4-2A/B/c-sA/B Mean Roaf Hei ht h is ft Section 26.2 ALLOWABLE I N I! SPAaNGS Max Allowable Standoff Spacing Wind Pressure Ext. Pressure Coefficient Up) GCp {Up) jy -0.95 Fig. 30.4-2A/B/G5A/B Ext. Pressure Coefficient(Down).,GC Down OM Fig. 30.4-2A/8/c-5A/a Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressurre U 5 taagere d -23.3 psf Wind Pressure Down Trib 21.4 psif ALLOWABLE I N I! SPAaNGS Max Allowable Standoff Spacing Landscape iz jy Max Allowable Cantilever Landscape 4" NA Standoff Configuration LandscapeNat 5 taagere d Max Standoff Tributary Area Trib 19 s PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff < T -actual -241 lbs Uplift Capacity of Standoff T -allow 637 lbs r M P38 Member Properties summary Horizontal Member ams Overhang 1.16 ft Rafter ertles Actual W 1.50" Roof S sten properties Number of S ans w o Overhang)1 Span 1 1.372 ft San 2 Actual D Nominal Yes RoofingMaterial CtrMor San 3 A 0.25 art.^2 Re -Roof � No Span 4 Sx 7.56 in.^3 PI' ood Sheat hin Yes an 5 5.025 20M i 4A4� Board Sheathing None Total Rake Span 17.95 ft TL Defl'n Limit 120 Vaulted Ceiling No PVI start 2.00 ft iNood " ecies IAF Ceiling Finish 1/2" Gypsum Board PV 1 End 8.67 ft Wood Grade #2 Rafter Slope 340 PV 2 start F 900 psi, Rafter Spacing 24" O.C. PV 2 End F„ 180 psi TOP Leet 8racin Full PV:j Start E 1600000 si Bot Lat Bracing At Supports PV 3 End Emin 580000 psi Roof Dead Load DL 9.5 psf x 1.21 11.5 psf 11.5 psf PV Dead !Load PV -OL 10 P1 x LZI ; 3 6 psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf thre/Snow toadLt(sL Total to Govarnin tC " " TL 5.025 x 0.7 x 0.44 3.5 psf 11.5 Psf 2. psf 11:1 psf Notes: 1, ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Q (Cr) (I,) p,; Cp=0.9, C,=1.1, IG=1.0 Member Analysis Results Summary Governing Anal Pre -PV I esoand PostwOwn0m0Net impact act Result Gravity Loading Check 2027 psi 1 1326 psi 1 0.65 Pass Wind Pressure Calculation Coefficients Wind Design Code Roofing Material CO" Roof Roof Slope Wind Design Method 340 Partially/Fully Enclosed Method Rafter Spacing Basic Wind Speed 24" O.0 115 mph Framing Type / Direction Exposure Category Y -Y Rafters C PV System Type Roof Style SollarCity SleekMounl Gable Roof Zep System Type Me n Roof Heiaht ZS Comp is ft Standoff (A chment Hardware), Comp, Mount Type C Spanning Vents No Wind Pressure Calculation Coefficients Wind Design Code Wind Pressure Exposure ASCE 7-10 0.85 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 Me n Roof Heiaht h, is ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz 0.85 Table 30.3-1 Topographic Factor Kzt 1.00 Secbon 26.8 Wind Directionality Factor Equation 30.4-1 0.85 Section 26.6-1 Importance Factor NA — — — — pulaym), Velocity Pressure qh qh = 0.00256 (Kz) ll (Kd) (V^2) Equation 30.3-1 24.4 psf Ext. Pressure Coefficient (Up) -0.95 Fig. 30.4-2A/l Ext, Pressure Coefficient (Down) GCP(Down 0.88 Fig304-2AISIC-SAIS Design Wind Pressure p p = qh (GCp) Equation 30.4-1 Wind Pressure Up PLUM— -23.3 psf Wind Pressure Down — — — — pulaym), 21.4 psf Max Allowable Standoff Spacing Max Allowable Cantilever Standoff Mai�mdoff Tributary Area PV Assembly Dead Load Net Wind Uplift at Standoff Uolft CaDacitv of Standoff Landscape ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. SEPARATE PLUMBING, MECHANICAL, BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CITY OF GRAPEVINE ELECTTIICAL AND SIGN "FHT CONC CONCRETE 3. A NATIONALLY— RECOGNIZED TESTING SHN.LBE REQUIRED RELE-ASED FOR CONSTRUCTION DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. SHEET: OF: (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK RELEA'S E DOES NOT AUTHORIZE ANY WORK IN CONFLICT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, WITH THE BUILD�NG CODE OR ZONING ORDINANCE, "0' CONFLICT; A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. THIS PLAN TO BE KEPT ON APPROVAL GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE THE JOB AT ALL TIMES GND GROUND HDG HOT DIPPED GALVANIZED MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY DATE: -7 - 20 1 BY: AfIts PHASE AND SYSTEM PER ART. 210.5. OF REVISED- LANS I CURRENT ll 6. CIRCUITS OVER 250V TO GROUND SHALL BUILDING INSPECTION DIVISION Imp CURRENT AT MAX POWER COMPLY WITH ART. 250,97, 250.92(B). RELFASE DOES NOT APPLY TO CONSTRUCTION IN Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE 7. DC CONDUCTORS EITHER DO NOT ENTER EASEMENTS OR PUBLIC RIGHT-OF-WAY, APPROVED, PLPNz-3 SHALL BE kW KILOWATT BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ALt CHANGES MUST BE APPROVE D T 0 JOBSITE ENCLOSURES TO THE FIRST ACCESSIBLE DC AT ALL T1 Ml,,6 LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. CONTRACTOR SHALL CALL FOR NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE INSPECTION& OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING (817) 410-3010 POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE COWRACTOR REGISTRATION SCH SCHEDULE S STAINLESS STEEL BONDED WITH EQUIPMENT GROUND CONDUCTORS. WILL BE REVOKED UPON STC STANDARD TESTING CONDITIONS PERMIT EXPIRATION, TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS GENERAL NOTES LICENSE PV5 STRUCTURAL VIEWS PV6 THREE LINE DIAGRAM TYPE EC # 27006 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC Cutsheets Attached AND 2006 IRC. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2005 NATIONAL ELECTRIC CODE. REV BY DATE COMMENTS MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Grapevine REV A NAME DATE COMMENTS UTILITY: MP2 Energy CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER:PREMISE JB -7601742 OWNER: DESCRIPTION: 00 DESIGN: CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: LAURI EASON Lauri Eason RESIDENCE Matt Fleiner NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS Camp Mount Type C 3113 SWEET BRIAR ST 8.16 KIN PV ARRAY w,"'SolarGjL ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (32) AU Optronics # GRAPEVINE, TX 76051 %07. PM245POl-255W SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PERMISSION OF SOLARCITY INC. 3055 Clearview Way P AGE NAME: SHEET; REV: DATE: San Mateo, CA 94402 FRONIUS Primo 7.6 # AIN 218 T..(650) 1311028 F:(650) 638-1029 COVER SHEET PV 1 6/21/2016 (888)—SOL—CITY (765-2489) wwxsolarcityx Tj 016 376 OFFICE COPY METER IS WITHIN 10 FEET FROM THE AC DISCONNECT AC DISCONNECT SHALL BE INSTALLED WITHIN 10 FEET OF THE UTILITY METER 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. 3113 Sweet Briar St JOB NUMBER: JB -7601742 0 0 PREMISE OWNER: MOUNTING SYSTEM: LAURI EASON Comp Mount Type C 3113 SWEET BRIAR ST MODULES: GRAPEVINE, TX 76051 (32) AU Optronics # PM245P01_255W INVERTER: FRONIUS # Primo 7.6 :* ABELAR`DO• E. DE VERA j �. , r� • 113896 ; w s t, `ttl` NA i�E?���� gitally signed by Abe De Vera Abe De DN: dc=local,el-SolarCity, o=SolarCity Users, —Hawthorne, cn=Abe De Vera, Vera email=adeverala-laraty.com Date: 2016.06.21 13:08:53 -07'00' .F RELFASED FOR CONSTRUCTIOt HEET: OF - RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING COBE OR ZONING ORDINANCE. THIS PLAN TO BE KEPT ON TIDE JOB AT ALL TIMEoQ DATE: ,Ak> - I BY: BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY, MUsT 9E AppRQ�j:D Lauri Eason RESIDENCE 8.16 KW PV ARRAY PAGE NAME: SITE PLAN PITCH: 34 ARRAY PITCH: 34 MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 34 ARRAY PITCH: 34 MP3 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 1 Stow ,J (E) UTILITY METER & WARNING LABEL In, INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS ©, DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS LG LOAD CENTER & WARNING LABELS DEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED I-, -I INTERIOR EQUIPMENT IS DASHED SITE PLAN • �� 1 �� Matt Fleiner SHEET: REV: DATE: PV 3 6/21/2016 olarCi v4 I"i 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (88B) -SOL -CITY (765-2489) www.solarcity.com 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 ASIDE VIEW OF MP2A X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER I NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" RAFTER2X6 @ 24" OC ROOF AZI 180 PITCH 34 STORIES: 1 (3) INSERT FLASHING. ARRAY AZI 180 PITCH 34 CJ. 2x6 @24" OC 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. STANDOFF JOB NUMBER: JB -7601742 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (32) AU Optronics # PM245P01-255W INVERTER: FRONIUS # Primo 7.6 SOLAM Li t INSTALLATION ORDER X -SPACING X -CANTILEVER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. 72" 24" STAGGERED (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 2x6 @ 24" OC ROOF AZI 180 PITCH 34 STORIES: 1 ARRAY AZI 180 PITCH 34 Comp Shingle (3) INSERT FLASHING. 1-(4)1 PLACE MOUNT. (5) INSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. 'REMISE OWNER: LAURI EASON 3113 SWEET BRIAR ST GRAPEVINE, TX 76051 4= . SIDE VIEW OF MP213 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER I NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" RAFTER 2x6 @ 24" OC ROOF AZI 180 PITCH 34 STORIES: 1 ARRAY AZI 180 PITCH 34 Comp Shingle OF ..r............, i ASELAR.DO E,•Q!E VERA r �. rtr o:, 113896 tt`SS'ONAI, Abe Dem\>,' Digit ally signed by Abe De Vera DN: dc=local, d-SolarCity, ou=SolarCity Users, o—Hawthorne, cn=Abe De Vera, Vera email–adevera@solarcitycom Date: 2016.06.21 13:09:21 -07'00' Lauri Eason RESIDENCE 8,16 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS QLFEK-QRAPEVINE .' N C, D FOR CONSTRUCTION OF: Ki .`3 NIOT AM` 10[1117E .ANY WORK IN CONFLICT i -I' i" BUIL) NC; (,'O.' E OR 7GN1NG i^aRDINANr-'E. T Q S ISI d N'+' PE �=PS "..st S9 TIMES FTM -,INN NSJIPECT10IN DIVISION 1'")E -S <`> t LY TO CONSTRUCTION I Ei TS C)R PUE,'.IC RIGHT -CIF -WAY. [J'( Pit Matt Reiner SHEET: REV: DATE: PV 4 6/21/2016 NkNk 'IQ mNls 'wo,.'SolarCity. 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SQL -CITY (765-2489) www.solarcity.com 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,---5IDE M P3A X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" RAFTER C.I. 2x6 @ 24" OC 2x6 @24" OC ROOF AZI 270 PITCH 34 STORIES: 1 ARRAY AZI 270 PITCH 34 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. STA DOFF __ JOB NUMBER: JB -7601742 00 MOUNTING SYSTEM: Comb Mount TvDe C AU Optronics # PM245P01-255W INVERTER: FRONIUS # Primo 7.6 INSTALLATION ORDER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. (3) INSERT FLASHING. (4) PLACE MOUNT (5)' INSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. 'REMISE OWNER: LAURI EASON 3113 SWEET BRIAR ST GRAPEVINE, TX 76051 SIDE VIEW OF MP3B NTS MP313 IX-SPACINGIX-CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" RAFTER 2X6 @ 24" OC ROOF AZI 270 PITCH 34 STORIES: 1 ARRAY AZI 270 PITCH 34 CJ. 2x6 @24" OC ComD Shinale �-7.,NN-%N e � �,sOF TF N1, ® ................ , ABELARDO•E. DE VERA �. s {t9•. 113896 : �s `fit Ik /ON Abe De d-lolly,cal, dby Abe De Vera DN: dc=local, do SolarCdy, o"—Solarcity Users, 00 Hawthorne, cn Abe De Vera, Vera Date: 20116.06.113:09 2`0700' Lauri Eason RESIDENCE 8.16 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS I'lL'SH_ _ _ OF: Rl TSF N EES P I� i ,"-,1 O IZF� f NY WORK IN COINFLIOT vIILI l THE tCUILDING l OIDE i1r _QPdIN^ G%UN.P,NCE. TIAIS3 PLAN T,` 6F- KEPT ON J;' e r A, lffl"OES DA , 3l)t �,,Ii rt D!, !31,-N FA 5 N' N T S Ct t F ''LIC RiGIA -CSE WAY, Matt Fleiner SHEET: REV: DATE: PV 5 6/21/2016 '114 �mfp ®'�TVAarCi ►,> 3055 CleonAew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD AT PANEL WITH IRREVERSIBLE CRIMP Panel Number: TM242OWS Meter Number: 132 999 900 Overhead Service Entrance Inv 1: DC Ungrounded INV 1 — (1)FRONIUS # Primo 7.6 LABEL: A AFCI Inverter; 760OW, 240V, 977., w/ Antenna — (32)AU Optronics # PM245POl-255W PV Module; 255W, 231.9 PTC, H4, 40mm, Black Frame, ZEP, 1000V, 50P Voc: 37.6 Vpmax: 30.8 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER TYPE EC # 27006 $F INV 2 INV 3 G LUVH mrmv 3Fr VR.G rNIUL E 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING 200A/2P ®--j (E) LOADS CUTLER—HAMMER Disconnect 40A/2P pA r I i N i I } — — — EGCIGEC — TO 120/240V SINGLE PHASE UTILITY SERVICE Voc* = MAX VOC AT MIN TEMP DoI(1)GE # THOL2140 PV BACKFEED BREAKER Breaker, 40A/2P, 2 Spaces — (1) 5784dxR8! Copper opper 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 CONNEC11ON PATH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 1 1 I i 1 1 I I I Inverter 1 IND L7 ------------------------------------- EGC/ __ GEC FRONIUS Primo 7.6 240V -------- DC+ DC- 1 SolarCity DC+ DC - DC+ +M P 3: 2x8 DC- EGC — — — — — — — — — — — — — — — — — — DC+ C- C+ MP 2: 2x8 C- I GC fl — — — — — — — — — L—(1)Conduit Kit; 3/4° EMT e� -1A z 01" C"ONSTRUCTION DOES NOT AUTHORIZE ANY WORK IN CONFL.to VVI II -1 FHF 3UIz_,DIN(3 CODE OR ZONINC, ORDINANCE. T H iS PLAN TO BE KEPT ON #01 �?.•`" ..� THE JOB AT ALL TIMES DATE: gym..........,. ... Dy° d ....WIL I, � U ; BUILC IN0,11\1`, C .100 DIVISION # .4 f t . • •, REL -EAST F)O"--S ' ,')T 1 P' Y TO CONSTRUCTION ION IN x................ if •`.A" d OR PUBLIC RIGHT-OF-WAY, ��t��,�'• � EN���� 1-1,4 ��_A=r MUST BE APPROVE 'k S/QNAl- ev qa,l�tlMy� fined by Wiiliam Lou N. dc=local, dc=SolarCity, William A (I l I I a m LO u ou=SolarCity Users, �/�( ou=HQ, i 1' rn=William Lou, �mail=blou@solarcity.com Date: 2016.06.22 19:27:12 -07'00' R I— (1) CUTLER—HAMMER # DG222URB n A (1) SolarCity 4 STRING JUNCTION BOX �+J Disconnect; 60A, 240Vac, Non—Fusible, NEMA 3R H 2x2 STR GS, UNFUSED, GROUNDED —(1)CUTLE% AMMER # DG1OONB Ground Neutral Kit; 60-100A General Duty (DG) I 4 t I )Avre #a, mWN—z, btack (1)AWG 110, THWN-2, Black Voc* = 346.28VDC Isc =17.52 ADC I (4)AWG #10, PV Wire, 60OV, Black Voc* = 346.28VDC Isc = 8.76 ADC O L_L (1)AWG #8, THWN-2, Red O (1) AWG 110, THWN-2, Red Vmp = 246.4 VDC Imp= 16.56 ADC I ® (1)AWG #10, Solid Bare Copper EGC Vmp = 246.4 VDC Imp= 8.28 ADC (1)AWG 110, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.7 AAC (1 AWG 10, THHN THWN-2, Green EGC (I)AWG #....../ HWN-2, Green EGC . (9AWP #B,,THWN-2, Green . ,E9C/GEC,-(1)Conduit. Kit;. 3/4",EMT_ .. , .. , ... (1)AWG 110, THWN-2, Black Voc* = 346.28VDC Isc = 17.52 ADC i (4)AWG #10, PV Wire, 60OV, Black Voc* = 346.28VDC Isc = 8,76 ADC ® (1)AWG 110, THWN-2, Red Vmp = 246.4 VDC Imp= 16.56 ADC I O (1)AWG #10, Solid Bare Copper EGC Vmp = 246.4 VDC Imp= 8.28 ADC THHN/THWN-2, Green EGC .......................... JOB NUMBER: JB -7601742 00 MOUNTING SYSTEM: Comp Mount Type C MODULES (32) AU Optronics # PM245P01-255W INVERTER: FRONIUS i Primo 7.6 LAURI EASON 3113 SWEET BRIAR ST GRAPEVINE, TX 76051 Lauri Eason RESIDENCE 8.16 KW PV ARRAY PAGE NAME: THREE LINE DIAGRAM Matt Heiner SHEET: REV: DATE: PV 6 6/21/2016 1, 5olarG.... 3055 Cleorview 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 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. 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 690.64.13.4 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 In San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888) -SOL -CITY (765-2489) www.solarcity.com 0 13 '45oldfCity I ZepSolar Next -Level PV Mounting Technology ''^$OldfClty I Zep Solar Next -Level PV Mounting Technology Zep System for composition shingle roofs KOOt AU20Iment Array Skirt Q��MPAt�e �F Description PV mounting solution for composition shingle roofs SFA \�� coMPPs 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 u` 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 A Date last exported: November 13, 2015 2:23 PM Components zepsolar.com Leveling Foot Part No. 850-1172 ETL listed to UL 467 Comp Mount Part No. 850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Interlock Part No. 850-1388 Listed to UL 2703 Ground Zep V2 Part No. 850-1511 Listed to UL 467 and UL 2703 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 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 A Date last exported: November 13, 2016 2:23 PM al applications, The sleek design is equipped with the SuapINverter hinge mounting ht, secure and convenient installation and service, integrated feature& that set it apart from competitors including dual powerpoint ide input voltage range and unrestricted use indoors and outdoors. Other standard .Spec Modbus interface for seamless monitoring and datalogging, Arc Fault Circuit 1's superb online and mobile platform Fronius Solar.web.'The Fronius Primois ards, offering a complete solution to code restrictions' and technical innovations of ywith the Fronius Rapid Shutdown Box for reliable NEC 2014 solution, ( Di-rensicus ( dtt height l t x depth) 169 24.7 8.1 in - Degree of protection NEMA 4X hertallation Indoor and outdo nstallaaon fir blg0'a PernnOed hum➢dn Y 0 - 100 96 .��i.�`�,t��i4.'ii'GZ*344tYY6'.^'. � '.;.'+'}T':J31"w,�;.kY{(i.pCA',t1�9C'it�R"1ra!`lV1tI§ltk�liYto`E.IY1M!1"'�9U(,tSt�!'ICkfPTtl(#�l,i3iA'A;&t};�Ylttiaf#RilydlSl}'n"!#N1lb �#nt1C�.'%RktfiY1�}4'd},, ,''^....at AC e-n-flon conn-tterunivals Screw terminals 12-6 AWG k'ti,FitatE6$Ypd;CRiFt r"+t,?fihY wtttt idl4daWitS,'' p1 �ti 1`1h` 4 ;n , fn '�*ii, $ fGY tYdi4GrtYtst'i n :Y't tp."W",FYtARkitty",d,*Xf. iu 33E3»'iii'iii;X�rJtfi."it2;L,}!ln-4;tS74?p't'er{YtYaY''sdRtk{nr.31i.#'3'3M±L"=,}hF,t€,;t4'',l?,':it'I,tl`tW,tw,`4;"Ali .; '� ttti, . . r aril 77 r:r slratura r tarllf AFCI & 2014 NEC Ready , Yes , a- ^'�, DC disconnect Yea i�r"...1asr�f«t2rrt -' =:r4�Y f'N? �1►t;� Wi4i*/Et1 rY t Sc 1 - Wireless standard 802.11 t ,z(n/ Fronnis Solanacb, SunSpec Modbun TCP, J80N ,'sunspee Modbus RTU ope t f uhage range USii(A socket) Datalo dora dodovia... ggnig an 1 p h uwsx 80 V' -f00 V +aA?+rcivtSt"tt :.. Dataloggerand viebs-rver Included ,.. *The term WY -F -0t il a regutoed trademark of the W, Fi Mhance TECHNICAL T FRONIUS PPI , Rec mended fol p 4+er (kWp) 30-60kW - 4.0-7.8 kW 48-9.3 kW 6.1 11.7 kW 6.6-12.7 kW `$t 144, :',; .; '� ttti, `":: ,14 41 3>tt>'fl :, ::t S'i'r lftdl ;. itt is .., Total ,aa. DC current 36 A ope t f uhage range 80 V' -f00 V N—in.1 input voltage 410 V 420 V 420 V 420 V 420 V :'`ibill�l��dh.'trX+�';'t'A'k,tn"+#:. MPP Voltage Range 200 - 480 V 240 - 480 V 240 - 480 V 250 480 V 270 - 480 V A04 *4m- * 5tawing with serial number 26170960, before serial nunrbcl° 150 V HIt;a r irtr* '�iix i f , irf s, Max. output ower Fu F 208 38001N 5000 W 6000 W 7600 W 7900 W t Max t nous of Ip current 208 18.3 A 24.0 A 28.8 A 36.5 A 38.0 A i� �f . Re - intended OCPD,..AC breaker six& :08 25A 30 A 40 A 50 A 50 A 064 Max I fr-ie-y 96.7 % 96.9 % 96.9 r', 96.9 ! 97.(. `Y, %4E1 Ach sable—ulotor slat AC AWG14-AWG 6 ilaii ,'srriarRiYdort' : . gt3'£t#,;t+It" Frequency 60 He Por:. face r (cos �P) o.as 1 md'rap % Perfect Welding / Solar Energy / Perfect Charging WE 4 H I DIVISIONS AND P I ? . 'F ITS P *III ,. ,Nhethet welding technology, photovoltaics or battery charging technology — our goat 1s clearly defined: to he the innovation leader, With around 3,000 employees worldwide, we shift the limits of what's possible - our record of over 1,000 granted patents is testimony ' , g p y to this, While others progress step by step, we innovate in leaps and bounds. lust as policy, we've always done. The responsible use of our resources forms the basis of our corporate e P Further information about all Froniue products and out global sales partners and refoe.5entabves can be found at —fronf rscom Fronius USA LLC 6797 Fronius Drive Portage, IN 46368 USA pv-support-usa@fronius.com www.fronius-usa.com 1�CSA Group Certificate: 2779302 Project: 70027816 Issued to: Fronius international GmbH Guenter Fronius Strasse i Weis-Thalheim, 4600 Austria Master Contract: 203213 Date Issued: April 16, 2015 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'Cand 'US'Jor Canada //! / / US or with adjacent /indicator 'US'for US only or withouteither indicatorfor/ // k only. ® 1Z &b- ft eMPStack. Issued by: Rob Hempstock, AScT. GP us PRODUCTS CLASS 531109 - POWER SUPPLIES - Distributed Generation Power Systems Equipment CLASS 531189 - POWER SUPPLIES - Distributed Generation - Power Systems Equipment - Certified to U.S. Standards Transformerless Utility Interactive Inverter, Models Fronius Primo 3.8-1208-240, Fronius Primo 5.0-1 208-240, Fronius Primo 6.0-1 208-240, Fronius Primo 7.6-1208-240 and Fronius Primo 8.2-1208-240, permanently connected. For details related to ratings, etc., reference should be made to the CSA Certification Record, Annex A, and/or the Descriptive Report. Notes: 1. All models meet the surge requirements of IEEE C62.41.2-2002, Location Category B (6kV). Tests were performed using ring wave and combination waveforms, both polarities, for common mode and differential mode coupling, 20 pulses each test. After surge testing the units were operational with control functionally verified by frequency and voltage disconnect tests. 2. The above models are intended to be used in an ungrounded power system in conjunction with the requirements specified in the National Electrical Code, ANSI/NFPA 70, 2014 Ed, section 690.35. DQD 507 Rev. 2012-05-22 Page. I f CSA Group ( 80 , Certificate: 2779302 Master Contract: 203213 Project: 70027816 Date Issued: April 16, 2015 3. The above models are permanently connected utility -interactive inverters intended for operation with Photovoltaic supplies only. 4. The above models are provided with integral PV DC ARC -Fault Circuit Protection for series arcing faults (type 1). APPLICABLE REQUIREMENTS CSA -C22.2 No. 107.1-01 - General Use Power Supplies *UL Std No. 1741- 2nd Edition - Inverters, Converters, Controllers and Interconnection System Equipment For Use With Distributed Energy Sources (Rev. January 7, 2015) UL CRD - Non -Isolated EPS Interactive PV Inverters Rated Less Than 30kVA UL 1699B - Outline of Investigation for Photovoltaic (PV) DC Arc -Fault Circuit Protection (Issue Number 2, January 14, 2013) CSA TIL M-07 - Interim Certification Requirements for Photovoltaic (PV) DC Arc -Fault Protection (Issue Number 1, March 11, 2013) *Note: Conformity to UL 1741 -Second Edition (Rev. January 7, 2015) includes compliance with applicable requirements of IEEE 1547 and IEEE 1547.1 DQD 507 Rev. 2012-05-22 Page. 2 GreenTriplex PM 245 PO I Multi -Crystalline Photovoltaic Module �r _gym Power Range 245 — 260 Wp o Highly Strengthened Design Module complies with advanced loading tests to meet 2400 Pa loading requirements 1P-67 Rated function Box Advanced water and dust proof level 4t Integrated Racking Solution Simplifies installation process and reduces labor a , costs �QooMP.yr�e` PV CYCLE w' F A"OMP111 Electrical Data Typ, Nominal Power PN 245 W 250 W 255 W 26OW Typ, Module Efficiency 15.2% 15.5% 15.8% 16.1% Typ, NominalVoltageVnp(V) 303 30.6 30.8 312 Typ. Nominal Current Imp (A) 8.09 8,17 8.28 8.34 Typ. Open CircuitVoltageVoc (V) 371 37.4 376 37.7 Typ, Short Circuit Current Isc (A) 8.64 8,69 8,76 8.83 Maximum Tolerance of PN 0/+3% Above dace are she effective measurement at Standard Test Conditions (STC) • STC trod ante 1000 W10, spectral d sodmur nAM l 5, temperature 25 12 °C m accordance with EN 609043 •The given elecmcal data are nominal values which account Z for basic measurements and manufacturing miemnces of t 10%, with the of P" The classifcations is performed according to P, Temperature Coefficient NOCT (I W 46t2'C Typ,Temperature Coefficient of PN -0.44 %1 'C TypTemperature Coefficient ofVoc -036 %/'C Temperature Coefficient of Isc 0.04 % /'C • NCMT: Normal Operatic, Cell Temperiture,nn—tying cond'tiom. inindmnce 800 Wim', AM 1.5,air temperature 20 °C, wind speed 1 ml: Mechanical Characteristics Dimensions 1639 x 983 x 40 mm (6453 x 38.70 x 1.57 in) Weight 19 5k (43 lbs) Front Glass High transparent solar glass (tempered), 3.2 mm (0.13 in) Cell 60 rnulticrystallne solar cells, 156 x 156 mm (6" x 6") Cell Encapsulation EVA Back Sheet Composite film (White) Frame Anodized aluminum frame (Black) )unction Box IP -67 rated with 3 bypass diodes ConnectorType & Amphenol H4 ; I x 4 mm' (0.04 x 0.16 in'), Cables Length. each 1 .2 m (47.24 in) Operating Conditions OperatingTemperature-40—+85'C AmbientTemperature Range -40—+45'C Max. System Voltage UL I 000 Serial Fuse Rating ISA Maximum Surface Load Capacity Tested up to 2400 Pa according to UL 1703 Warranties and Certifications Product Warranty Maximum 10 years for material and workmanship Performance Guarantee Guaranteed linear degradation to 80% for 25 years *I Certifications According to UL 1703 guidelines, Fire Rating Type 2 *2 "1: Please rater to warranty letter for detail `t Please confirm other cert cations with official doelera Packing configuration Container 20' GP 40' GP 40' HQ Pieces per pallet 26 26 26 Pallets per container 6 14 28 Pieces per container 156 364 728 Dimensions mm [inch] ............' ...., o Junction Box I �I [045] n5n 1200 [47.24) [135 38] 4 F A Cross Secu on Mounting (_) Holes x4 IN Curve IN curve vs diff. irradiance 90 ao 1000 W/m' zo 800 Wlma a so 500 4a 1rYlml 3.0 U 20 Io o0 0 v5 he IS 26-25__a6-5 90 vol age M Current/voltage characteristics with dependence on irradiance and module temperature. AU Optronics Corporation ij t ® ''� ® No. I, Li-Hsin Rd. 2, Hsinchu Science Park, Hsinchu 30078,Taiwan .�` BenQ r Tel:+886-3-500-8899 www.BenQSolar.com • BenQ Solar Q AUO BenQ Solar is a division of AU Optronics This dansheet is prined"Soylnk Solar . Copyright)uly 2014 AU Optronics Corp All rights reused. Information may change without notice.