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HomeMy WebLinkAbout10181023_2557 E. EVERGREEN - Plan (2)CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.ADD.Worksheet PRbJECT ADDRESS: 2-5 Srt Evergreen 5 t SUITE:SAPIN #10 1%? )052-:5 USE OF BUILDING:RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK:NEW ADD ALTERIT.I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION· 1ST FL.. SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL.. SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: TOTAL OF OTHER FLS: SF RES. REMODEL:SF PROPOSED USE: GARAGE/CARPORT:SF ALTER/T.I.SF JOB DESCRIPTION (non-residential projects see reverse side of this application): H.3 \(w 50\0< 9 v Fooirnount \8 ?Bne\9 BUILDING OWNER'S NAME: 3 Ailtr ADDRESS:2153 Evt<gieen St PHONE NO:5040 (7\H} 451-3414 ClIY:STATE: - A ZIP: >Ata and (/1 1 12.36? TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #:(UP.clije W:sre. \Aotw t\(i So\* Cow) 41* 05 ADDRESS:CITY: 7702- Lk\i ng(frnart 9\-,EC Mont< WORKERS COMP. POLICY#:EXP. DATE:.INSURANCE COMPANY: \\M'\6(& viole*l *coioN 1 /8 ( \H 1-2-WECDZ E 63 ARCHITECT/ENGINEER:STATE LICENSE #: LICE*@E CLASS:PHONE NO ((626)-94-\Roo STATE .ZIP: 0 %13/ SANTA ANA BUS. LlC. #: PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME:pe\6 CBM&6 E-MAIL ADDRESS: AC)r) |'\ajol< Cor-?· Cool PHONE NO:(624 354 -2-611 OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #P/C FEE PD $ TYPE OF CONSTR:VALUATION: $32 L.1, aIl-su SUBMITTAL DATE: b FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage U Awnings O Canopy U Card readers U Ceiling work El Change of occupancy (use) U Disabled accessible (H/C) restrooms U Dust collector El Elevator shaft El Exterior doors or windows El Equipment pads U Interior demo El Kitchen equipment U Partition walls U Rated corridors U Rated shafts El Roof mounted equipment U Security bars U Screening for equipment 01 Skylights £ Stairs El StorefronUfacade improvements U Storage racks or shelving over 5'-9" El Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards , Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure APPROVED PHOTOVOLTAIC PERMI I MASTER 1.D. 20/4- /1357369 9174 Ran Fernando Road PLANNING DIVISION S+LAa Sun Valley, CA 91331 SYSTEM SIZE: 4.8KW DC / 4.2KW AC CEC LIT Zone F -2-PH: (855) 277-7155 F (818)337-7113 PLANNER 1-0,DATE /1RACT0R: CA LIC# 8-477185 SHEET INDEX 1 TITLE SHEET 2 SITE PLAN 3 ROOF PLAN 4 ELECTRICAL DIAGRAM / NOTES 5 ELECTRICAL SIGNAGE SPECIFICATION SHEETS: 6 MODULE DATA SHEET 7 INVERTER DATA SHEET 8 RACKING DATA SHEET SCOPE OF WORK INSTALLATION OF A 4.8 KW ROOFTOP PHOTOVOLTAIC SYSTEM INCLUDING (18) MODULES AND (1) INVERTER. GENERAL NOTES: 1. All equipment shall be installed in accordance with the manufacturer's approved installation method 2. All equipment and wiring shall be listed by UL or a recognized testing agency by the local AHJ 3. Use minimum 8 AWG equipment grounding conductor (EGC) when it is subject to sun exposure and/or wet location, or install the EGC in an approved raceway 4. All exposed wiring shall be sunlight resistant __ _ and suitable for wet conditions 1 5. A:SZ:la:acn;:g:2rgtARCM 110.266. The installation is only for utility irteractive g systems as shown in the single pne diagram 7. The short circuit current for 120/240V, single phase service that is 0 - 225A, i 10,000/1 A226 - 400A is 22,000A PV EQUIPMENT LABELS AND NOTES: 1. All PV modules and associated equipment and wiring material shall be protected from any physical damage 2. All PV system components (equipment and wiring) shall be listed by UL or a recognized testing agency by the local AHJ 3. All wiring material shall be suitable for sun exposure and wet locations 4. All field installed junction, pull and outlet boxes located behind modules or panels shall be accessible directly or by displacement of a module(s) or panel(s) secured by removable fasteners. 5. The roof mounted photovoltaic modules, panels, or solar voltaic roll roofing material shall have the same or better listed fire-resistance rating than the building roof-covering material 6. Photovoltaic system installation shall comply with the NEC 690.61 requirement, loss of interactive system 7. Exposed non-current carrying parts of module or module frames, equipment and conductor enclosure shall be grounded in accordance with NEC 250.134 or 250.136(A) regardless of voltage 8. Removal of an equipment from the system shall not disconnect the (equipment grounding) bonding connection between the grounding electrode conductor and exposed conducting services by means of a bonding jumper, NEC 690.48 9. A bonding jumper shall be installed prior to removal of a DWP-interactice inverter or the other equipment that does not disconnect (remove) to maintain the system grounding, NEC 690.49 10. Live parts in PV source circuits and PV output circuits over 150V to ground shall not be accessible to other than qualified persons while energized DESIGN REQUIREMENTS FOR ROOF MOUNTED SYSTEM: 1. Do not cover (mechanical or plumbing) vents through the roof with the collector 2. When installed over a roof covering of wood shakes or shingles with less than a Class B or C rating, an aluminum or corrosion-resistant iron substrate of 26 gauge minimum thickness- ----extenditig at leasf 6 in. beyond the outerft*%2244*%AL 3 ig@sp@®dRONSTRUCTiON THIS PROJECT SHALL COMPLY WITH THE 2013 1 ENEM@VE'/'20rg, ¢41pe.0*I@**PLANS -, ibis&-de601*N Afit¢obE',10*3 CA' .ne8132(2:*RIane•EM'15AydMA/Utif££402 keci on the ,01 Em,1- St," E,1,0:,En S:-L S,C A,. Cal**,u UNI St,1,1 ROAD \ *ORK L a AHE.AD STREET VIEW Plans Designed by:Derek BroschTRANSFERRED BY DATE Dalo.3/19/2014 PLANNING INSPECTION REQUIRED:Revision: 0 ROI IGH FINAL .NONE gr r ,r*-AM Wi E NA/IE (714) -8 A iii j E w-rle, Av,-1 RETAIN Pt*NE fOR FUTUREREVISIONS. f D11 EZAECT TOilTEMS CHECKED AND CONDITIONS ..... f ,tor.*.O INTER;OR TI ONLY ; NO Ex·v:-:·r·if-)R ALTE#RAT:ONS/MODIFI DATIONS .SI 0 EM.... ' EXISTING 60...¥.SUBUirr LANDSCAPE PLANS a) E N 001•0-/1!0 '1% 0 C E N 0 - N 91-LOCATION OF PROJECT E (AC) A U) C(D (D < 09 CE 2 0 4- -1-CON O 0 C--- 00 > < rt LU r- EN 2 N>LOCvd co LO CO 1(\lcD 41 0 r mli rom Ad 5 e 0 T--G,WV / S.&01&0/· 1/ shall have a legible, visible, and durable -1./1marking indicating the manufacturJ-Mfh€;Et Of t:#di'GlV'# (Ir-••w--r---. ---_. __ current,frequency,.and ugPmW limes and it is u#awful to make any changes orvoltage, phases9. Each installed equipment, wiring ahalterations on same without written permission from Ihe i overcurrent protective device (OCF9RE¢'ilj? Sant. Ana, have a short circuit rating not less thanlhe available short circuit current at their input terminals The acceptg cce of this plan and specifications SHALL ROT ! 10. The modules shall be made of either cstallipr · ire!3 to E trmit nor be an approval of the violation of any ormulti crystalline silicon matenal . + . . THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND ITS RECEIPT OR 11. All modules shall be roof mounted Drovistons o: 12. The modules ratings shall be based 6n solar irradiance standard test condition (STC) of 1000W/mA2 Accepted B' LUW. .Da#41¥ 4..l 141¥/ U is 1-31 0 POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE, OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. notn Issued - CITY OF SANTAANA -432= - PROPERTY LINE AREA OF WORK TITLE SHEET c <:D l Uo<-) S@%21.-AFE#/#7.5 cer„ New Itron Monitor for Sunnova New Power One 4200W Inverter - - New 30A Solar AC Disconnect - Existing 100A Service Panel 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 \\f \\ 91-1- 4\ tr L 51: -4' CONTRACTOR: CA LlC# B-477185 Plans Designed by:Derek Brosch , Revision: 0 Date:3/19/2014 MINIMUM FIRE DEPARTMENT \ROOF SETBACK RIDGELINE (TYPICAL) Driveway r 3'-0' 06.-9 . m FRONT OF RESIDENCE 1- ROOF NOTES: 1. ROOF AZIMUTH: 2. ROOF TILT: 3. ROOF MATERIAL: 4. HOUSE TYPE: 5 ROOF STRUCTURE 6. TRUSS SIZE: 7. TRUSS SPACING: - 180° 18° COMPOSITE SHINGLE SINGLE STORY TRUSS 2X4 16" O.C. Property Line 31'-4' EVERGREEN STREET C SITE PLAN O .6 1 232 0 - C\1 91-12 U) C) NU) C rt 0 0 < 9 [£204- 2 3 co N- 10 O 0 C.*.0 > LO J-co LO (0 n N U) 3/16" = 1'-0" GENERAL NOTES: 1. LOCATIONS OF SERVICE PANEL AND ELECTRICAL EQUIPMENT ARE SHOWN. FINAL POSITION TO BE DETERMINED BY UTILITY COMPANY. 2. LOCATION OF SERVICE PANEL AND ADDITIONAL EQUIPMENT NOT DRAWN TO SCALE. 3. ADDITIONAL ELECTRICAL EQUIPMENT (INVERTER, AC DISCONNECT, ETC) IS WITHIN 10 FEET OF SERVICE PANEL. 4. PV EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690 AND POSTED WITH APPLICABLE WARNINGS, SIGNAGE, AND PLAQUES PER NEC 705-10,690-17, & 690-64(b)(5). 5. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PV SYSTEM COMPONENTS LOCATED AT SERVICE ENTRANCE 6. ORIENTATION OF HOUSE ON LOT WHERE SHOWN IS APPROXIMATE. NEW PV ARRAY: (18) SOLARWORLD 270 MODULES V THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATtON AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS. OR W. <2-C TO MANUFACTURE, USE, OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION. DISCLOSURE. OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. s SITE PLAN N k OateV 1!SO 9001AURORA- FI*)371·153 NO-CALK® SOLAR FLASHINGS ............ Engineering Spednatlon: Oatey Aure,3 N>Qlk Sol, Ftksh¥,g, an te used b corr,nercial ar 100 Refeence reskief,tal aplik/:ions •flefe a vatertight seal b foot Denetratkns arcAM the clang for so// mo„,ung 571:cm h rexed. 10•,of,le nish,10 conal de* Boddes o dcan f,eled apocar,Ice. Sob Ft'sh/·91 are 8,2111* in Soft Ah,1,1-1, Ah/:*un /0 Ga}ranlzed Basel SOLAOB 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 COMPOSITE SHINGLE CONTRACTOR: CA LlC# 8-477185 Plans Designed by:Derek Brosch Date:3/19/2014 Revision: 0 OATEY FLASHING & DUAL JACK MOUNTING 11 -6 ! (TYPICAL FOR 24)3 1 ROOF RIDGELINEr 3 -O,; r-7 (All dimensions In inches)i m 6- m 0 1:11 Solar Rashing slides ove, pong penetrad=$ Non-fading scaling collar Not for hot-mopped or tal-up Instanations Do not use paint or petrolcum based products on rubber collars 4 * 021.4*-Length W.dth Hcilt' PACK Ch Wet,C 15 9 0 lim M- - 1- Gahant,ed No>-Cal Solar /3,1*4 18 tB 7.4 12 11833 /· ·1- son Aerrn,n No€ak Sola, Bashing IE 18 2.4 12 --12801 1,4- - 1- Gal.led No-Cafk So. R.hinq 12·."%4 1.4 12 12803 MA- - 3-Go-*d No<*Sota, Rashir¥, 12·16 9-8 2.4 12 12802 0- - 1- Akinlnurn No·C» Sclar Ft shlrn 12·/ ./1.4 12 12604 1.15- -3- A. Nc,Cark Solar Ft,shine 12·44 .,4 2.4 12 J e A 6/ 9 LLI m m t.1-0 t... 63.\ kDat"$,eate'.dam'*91-re % 1 1 ve.a *MYL,£2Lmm f. tpdates 2/2011 FU77777'17/T#'*im J &:me =hlitte= 011'Co.1 .MaL,lk,4.·Ck. OR,€0,42 OROu1,•$.%··ac. 0....01 DREW..... OR *»01 OM€k,1,*k•/-11,0 0/10#02 /0,111,0 53'.01*1 0.=/13 cpculi*• 7.·eut• Ljhlo. S 1672-1 exp.06/15 < NQUET,9 OF CALE 29 4 ' 2-1/2" FORTUNE _/ ENERGY DUAL RACK RAIL --hj ROOF PLAN 4/ROOF NOTES: - (18) SOLARWORLD 270 MODULES CD E N222 0 - (\1 91-EU)a) A U) Ca) a) < 09 2 0 + 2 3 co E o a) C..- 00><rt /06 VT -59 E > LO E DUAL JACIC - & Oualjack'ccres,n •·. 5.5 0 r *tzes and e easignod U be e,e "&: eno- cos! elloahe »01 b rre,1;,g solarrifi *21.hck •3011**notal! 101 O e 10,o c yC*, Scia, Syge,n Iner, prele, Ch,61 JOCS teck,co 1 <,wres' r... con-,ent uzes. is lillie. -¢25@gul *0 por' U Jad#mt•0•77$01 nsu-- c, •11:at Ch,al,led( b,Ge. ADVANTAGES , Falical, r-I·gialhardutocolls / 0.1.JaNS,dei,1:*-%91,Il,or,y,01 al,hing / b/1/1 0111 / foot dick / Pred,lan n=chred Ici swaru s"'4" A L«*Mon, tr -1.106 :497.9 colt, / A-08:*..00-1 / Allant*,6 Irj dal El El 51 1=1 [IUTERIAL'SPECIRCAnONS 600>1;EEZZI....k.,ull 1681·Gll'/7/Iml 1 ]Cle./3/Ovt) ...0 10¢100WK'I /0//8 / 0,1,0,/ t[}10.151[Cl¢'110,(00,Jam, ........101 "]/06.0.;00 *m') IMECHANICMPROPERTIES k,51, SUI:h U.,1 150.12*OU*V) 11.1-*.91(LI 310/11•0Utam') p.0...141'.I c.$0.»W]0-1 [COMPONEN, USIZZ] [WARRANIYZ] MILL.1& aix 10.1-,0-·r,¥4 01 · 11,· • ..,40 8.0, 01 1/3-Va.. 01 It...... 01 [ORDER,19 SPECmCS- - 1 - 10¢c At 120" •,Ay,Ltr• wren .. 03•.061.07.4 m m III m WEIGHT DISTRIBUTION: TOTAL MODULE WEIGHT (44.1 LBS X 6) =264.6 LBS RAIL WEIGHT(10 LBS X 2)=20 LBS TOTAL SYSTEM WEIGHT =284.6 LBS NUMBER OF ATTACHMENTS: 8 WEIGHT / ATTACHMENT POINT:35.6 LBS AREA (17.6 Fl' EACH) =105.6 Fr DISTRIBUTED WEIGHT =2.6 LBET W S 1;'ll"t,4......L,iL'"SU"*ek/19//abrt:Rn,Zi 1. ROOF AZIMUTH:180° 2. ROOF TILT:18° 3. ROOF MATERIAL:COMPOSITE SHINGLE 4. HOUSE TYPE:SINGLE STORY 5. ROOF STRUCTURE:TRUSS 6. TRUS& SIZE:2X4 7. TRUSS SPACING:16" O.C. 8. MAX UNSUPPORT SPAN: 6'0" GENERAL NOTES: 1. PV STAND OFFS WILL BE CONNECTED UIRECTLY TQ THE EXISTING ROOF RAFTERS 2. THE SPAQING BETWEEN STAND OFFS NOT TO EXCEED 72" O.C. IN EITHER DIRECTION 3. FORTUNE RAIL NOT TO CANTILEVER MORE THAN 20" FROM THE CLOSEST SUPPORT. 4. INSTALLERS TO VERIFY RAFTER SIZE, SPACING, AND UNSUPPORTED SPANS AND NOTIFY E.O.R.OF ANY ' DISCREPANCIES BEFORE PROCEEDING. 5. STRUCTURAL CALCULATION WIND SPEED: 110 MPH. 6, PV PANEL SYSTEM DEAD LOAD: 2.6 LBS/SQ FT CO 1.0 w -7 EV 00 THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE ™AT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE USE. OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION. DISCLOSURE. OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. ROOF PLAN S<*1_AR C."t. Oatev 1!SO SoollAURORA™ NO-CALK® ... O.,1 Com SOLAR FLASHINGS =01,11... /1=Englnee,Ing Specinc=tlon: aney AurIR N/·Cal, Solar Rash:ngs un be used k, cor,r-cial /il 3ot Refe,ence mo,ntlng :Atem b rec,*ed low• 0,016 Bas#U c- desi, Fo*le; a conn 1061 appea,ance. Solar Flam,gs ae ara,Utle b Soft Ah:frrwr,1 Ah:nwum aid GaNartze,j eases 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 CONTRACTOR: CA LlC# B-477185 Plans Designed by:Derek Brosch Date:3/19/2014 COMPOSITE SHINGLE Revision:A - 4/4/14 OATEY FLASHING & DUAL JACK MOUNTING 11-611 (TYPICAL FOR 24) ,3 ROOF RIDGELINEP (Al! amenslons In Inches) Solar Ragdng stides over PIping penetradorts Non-thdIng seating conar Not for hot·mopped or bullt-up installations Do not use paint or petroleum based produce on rubber conars 51 -OIl CJ LJ 4 *a .....tptic' 11831 N - 1 Galvank,/ N/Catk Solar Fty/no 1833 . ·1- Son Ahininum :10<8& So,ar Fla**1 12801 0- - 1- Gatianteel No{/Uk Solar Rmhtfu 12803 t·/· - 3- Gal zed No·Calk So. Flashk*; 12802 . -r Ah,rTArn No·Calk Solar Fla*wng 13804 1-¥2 -3- Alurnelum N,Ce'k Sotar Ft./. PAa[ C- flh)16'-9 EL [4 ]8 18 2.4 12 23 18 18 2.4 .t5 9.V,1.4 9 9-4 2.4 12 10 1.4 12 S 12-/2.4 12 4 LL LL,1 1 3 Dll el A 112..ed 63'1 '|Lei-411--f i' •52* Mn,LQCKm!.glit for Iatr.2/2011 29'-11" DUALCI CW - (18) SOLARWORLD 270 MODULES fll:'.Ti'mI'*Trn 2-1/2" FORTUNE ENERGY DUAL RACK RAIL ROOF PLAN U 11 [3 U]1/4" = 1'-0" j P 3/8" SS Flat - Washer Dual Jack Standoffl -3/8"xl.5" SS Hex Bolt ounting / 47*' Rail i LLI 1.1 Ll-1 WEIGHT D]STRIBUTION: haz - 2.-m@. D....1 ........OUT 0/·CDMI .U• 55·01.1 10".03 ......,0-•Chi 1 OR BIlli 08 Dc,1 10• ..81,£. 7 07.·CM' OR'./,•/Ly 'bc' DUAL JACKI [klf gui J=) comm k 4-, 55 =d 7- 5%= am b de*Rod b bo 010,00,4 aciard ooderille tool ka ira»* dm orra» D.»1 Jack 16 **led n hast ir floW,01,=sh span k:Ulor; mt,le,0=IJ=' bic-itcom,sin /Ireecuff'llioll,i//s,Ila,nel m,dha@patprt,pohic!1,1.lackoflor,Mouysof £31:22241*torvihi kikj bev AINDMIABES 1 MATERIAL SPECIRCATIONS 16&.efe127,Aed . t.xer//9 lEcia 700.00 W... 10.157104•,17.000•,44.) 3516[:56 P,!17,70[}Nte I 011*h'3SU___ ./.(./.4.. . e Kli 4.0 EN,)c,4 '0.1989101,•14 [1 73 [WARRAm, Mer....... DOM*f;A ccd!„;eft. 01 1N.frjic,A- tg.1 WI•,wirial Whe, Modlars. *#"*16*EM# *.Ir.161 · I r ho- *b...54 11 MOMPONENT UST I MAILUAL 011 01 1/3-•: r }-1.* 01 am·...'/ 01Wle,7,4,001 01 1--3 r10...L..0.-r" V/ ·Oatey Solar Flashing r-Composition Shingle / 1-7 5/16"x3-1/2" >< SS Lag Bolt w/2-1/2" embedment k/ Al V b. ROOF NOTES: 1. ROOF AZIMUTH:180° 2. ROOF TILT:18° 3. ROOF MATERIAL:COMPOSITE SHINGLE 4. HOUSE TYPE:SINGLE STORY 5. ROOF STRUCTURE:TRUSS 6. TRUSS SIZE:2X4 7. TRUSS SPACING:16" O.C. 8. MAX UNSUPPORT SPAN: 6'0" GENERAL NOTES: 1. PV STAND OFFS WILL BE CONNECTED DIRECTLY ' TOTAL MODULE WEIGHT (44. I LBS X 6) = RAIL WEIGHT (10 LBS X 2) = TOTAL SYSTEM WEIGHT = ' NUMBER OF ATTACHMENTS: f WEIGHT /ATTACHMENT POINT: AREA (17.6 FTz EACH) = I DISTRIBUTED WEIGHT = : WIPPER 264.6 LBS 4%0ZO LBS 384.6 LBS 1 ;5.6 LBS 05.6 FT, 2.6 LB/FT,THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. 4 41&-9.*3·=miblanditgcolt, ¥ [k,1/Jant]-00**0*Mefoot ..9.9-/On=kid; 1I ORDERING SPECIRCS / PrENong//c//5/dty 448 fln#h 9-- 4 7.%41/1.fi€&£*34*NOOSS 54..1.d -/-Wot ytr 17(W 1 0/*uns·r/,wros / Twoe,1011/1,1 / Avs'M,1,0.0,1,0,; .-W..054/,£10:lb.074. 4 &*bl,hcll¢**cl- garmg™gIB,•Gaim,Eggi3 EXISTING ROOF RAFTERS 2. THE SPACING BETWEEN STAND OFFS NOT TO EXCEED 72" O.C. IN EITHER DIRECTION 3. FORTUNE RAIL NOT TO CANTILEVER MORE THAN 20" FROM THE CLOSEST SUPPORT. 4. INSTALLERS TO VERIFY RAFTER SIZE, SPACING, AND MOUNTING DETAIL UNSUPPORTED SPANS AND NOTIFY E.O.R.OF ANY DISCREPANCIES BEFORE PROCEEDING. 1/4" = 1'-0"5. STRUCTURAL CALCULATION WIND SPEED: 110 MPH. 6. PV PANEL SYSTEM DEAD LOAD: 2.6 LBS/SQ FT THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE. DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE. OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE. OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. ROOF PLAN SYSTEM DETAILS: (18) SOLARWORLD 270W MODULES (1) POWER ONE PVI-4.2-OUTD-S-US-A (240V) STC: 18 x 270W = 4,860W DC CEC: 18 x 242.4 x 0.96 = 4,188W AC CEC STRING #1: (9) SOLARWORLD 270W MODULES PV MODULE RATINGS MAKE SOLARWORLD MODEL SW270W MONO MAX POWER 270W OPEN CIRCUIT VOLTAGE 39.2V MAX POWER POINT VOLTAGE 30.9V SHORT CIRCUIT CURRENT 9.44A MAX POWER POINT CURRENT 8.81A GROUNDING TYPE NEGATIVE ARRAY RATINGS LOWEST HISTORIC TEMP.-7° C # OF MODULES IN SERIES 9 VOC @ LOWEST TEMP.402.2V VMP 278.1V ISC 9.44A IMP 8.81A INVERTER RATINGS SOLAR BREAKER SIZE CALCULATIONS: INVERTER MAX OUTPUT CURRENT X 125% 20A X 125% = 25A, 25A SOLAR BREAKER USED 120% RULE CALCULATIONS PER NEC: BUSBAR X 120% - MAIN BREAKER > SOLAR BREAKER 125A X 120% - 100A = 70A AVAILABLE (1) #10 AWG USE-2, POSITIVE DC (1) #10 AWG USE-2, NEGATIVE DC (1)#6 AWG SOLID BARE COPPER GROUND WIRE (GROUND WIRE NOT IN CONDUIT, SUNLIGHT RESISTANT AND OUTDOOR RATED) MAKE MODEL MAX OUTPUT POWER MAX DC VOLTAGE NOMINAL AC VOLTAGE MAX AC CURRENT CEC INVERTER EFFICIENCY AFCI PROTECTION POWER-ONE PVI-4.2-OUTD-S-US-A (240V) 4200W 530V 240V 20A 96.0% INTEGRATED Sd*LAR 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 CONTRACTOR: CA LIC# 8-477185 Plans Designed by:Derek Brosch Date:3/19/2014 Revision: 0 PV PV PV - MODULE MODULE MODULE STRING #2: (9) SOLARWORLD 270W MODULES PV PV PV il li - MODULE MODULE MODULE ALL AC WIRING: (1) #8 AWG THWN-2, Ll=BLACK (1) #8 AWG THWN-2, L2=RED PV (1) #8 AWG THWN-2, N(NEUTRAL)=WHITE(2) #10 AWG THWN-2, POSITIVE DCMODULE 3/4-EMT CONDUIT (2) #10 AWG THWN-2, NEGATIVE DC (1) #8 AWG THWN-2, GROUND = GREEN (1) #8 AWG THWN-2 GROUND 3/4" EMT CONDUIT <DGD® (NEW) 4.2KW SOLAR INVERTER w/ ]NTEGRATED AFCI PROTECTION (NEW) SUNNOVAROOF-MOUNTED JUNCTION BOX MONITORl AChPV MODULE E--1 .4 361 11 [TRONL__| 1 V.j - INTEGRATED DC AND AC DISCONNECT A #8 ADDITIONAL GROUND ,' ARRAY NOTES INCOMING UTILITY VOLTAGE:120V/240V, 1 (p, 3W (NEW)120/240V, 30A, 2-POLE IUT]Lill LOCKABLE ET1 AND VISIBLE MAIN < OUTDOOR AC SERV]CE < D]SCONNECT A PANEL - 1 5 27 4 100A MAIN BREAKER 125A BUSBAR-CENTERFED (EXISTING) <D@<i> ELECTRICAL NOTES: (1) #10 AWG USE-2, POSITIVE DC (1) #10 AWG USE-2, NEGATIVE DC (1) #6 AWG SOLID BARE COPPER GROUND WIRE (GROUND WIRE NOT IN CONDUIT, SUNLIGHT RESISTANT AND OUTDOOR RATED) SOLAR BREAKER [337-1/ -(NEW-PV BREAKER SHALL BE LOCATED ON THE OPPOSITE SIDE OF MAIN SERVICE PANEL) EXISTING GROUND ROD @ PROVIDE WARNING SIGN PER NEC 690.17 READING "WARNING-ELECTRICAL SHOCK HAZARD-DO NOT TOUCH TERMINALS-TERMINALS ON BOTH THE LINE AND THE LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION" ® ALL EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH NEC AND IRC REQUIREMENTS @ LABEL BREAKER"PHOTOVOLTAIC POWER SOURCE" PER NEC 705.10 AND "BREAKER IS BACKFED" PER NEC 690.64(B)(5). LABEL WITH MAXIMUM AC OUTPUT CURRENT AND THE OPERATING VOLTAGE PER NEC 690.54 ® LISTING AGENCY NAMES AND NUMBERS TO BE INDICATED ON SOLAR MODULES PER NEC 690.7(D) @ LABEL "PHOTOVOLTAIC ARRAY AC DISCONNECT SWITCH". LABEL SWITCH WITH OPERATING CURRENT PE R NEC 690.53. SWITCH TO BE © ALL ARRAY CONDUCTORS TO BE 10 AWG XHHW-2 OR USE-2 UNLESSLOCKED PER NEC 690.7(D)OTHERWISE SPECIFIED ® ALL EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH NEC AND IRC REQUIREMENTS @ Bl-DIRECTIONAL METER TO BE INSTALLED BY UTILITY IF REQUIRED ® LISTING AGENCY NAMES AND NUMBERS TO BE INDICATED ON POWER INVERTER PER NEC 690.7(D) @ ALL ARRAY GROUND WIRE TO BE 8 AWG BARE OR SUNLIGHT RESITANT COPPER WIRE UNLESS OTHERWISE SPECIFIED © FOLLOW MANUFACTURERS SUGGESTED INSTALLATION PRACTICES ON ALL SERIES WIRING TERMINATIONS THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE ™AT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. THIS DOCUMENT CONTAINS PROPRIETARY * GROUNDING ELECTRODE CONDUCTOR MUST TIE INTO AC GROUNDING ELECTRODE SYSTEM AND BE INSTALLED IN ACCORDANCE WITH NEC 690.47 Minimum Wire Size Calculations Circuit Max 125%156%Temp.Fill Factor Min. DC Wire Min. AC Wire Wire Wire Run Type DC/AC Curre nt Factor Factor Correction Correction Ampacity Ampacity Size Array to J-box DC 9.44 11.80 14.73 0.65 1.00 22.66 18.15 #10 J-box to Inverter DC 9.44 11.80 14.73 0.65 0.80 28.32 22.69 #10 Inverterto Main Service Panel AC 20.00 25.00 31.20 0.65 1.00 48.00 38.46 #8 Voltage Drop Calculations Wire Formula used per NEC 2011 Handbook 215.2(A)(4): VO =2*L*R*I/1000 Ampacity Vmp |mp R L Vo % Vo Wire size 30 247.2 8.81 1.290 20 0.45 0.18%#10 30 247.2 8.81 1.290 50 1.14 0.46%#10 55 240.0 20.00 0.809 15 0.49 0.20% #8 INFORMATION AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE. DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE, OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. ELECTRICAL DIAGRAM/NOTES SYSTEM SIGNAGE ALL SIGNAGE SHALL BE IN PLASTIC, RED IN COLOR WITH WHITE LETTERING, AND ATTACHED WITH POP-RIVETS OR SCREWS. ALL LETTERS SHALL BE A MINIMUM OF %" HEIGHT AND ALL CAPITALIZED. NEC 690.64(B)(7) PLACE THIS LABEL AT POC TO SERVICE DISTRIBUTION EQUIPMENT (NEXT TO THE SOLAR BREAKER INSIDE THE PANEL) S * LAR Con, 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 WARNING REQUIRED WARNING LABELS DO NOT RELOCATE INVERTER OUTPUT CONNECTION PLACE ON ALL CONDUIT, LOCATED ON ROOF, INTERIOR AND EXTERIOR, EVERY 10' AT THIS OVERCURRENT DEVICE TURNS AND ABOVE AND/OR BELOW PENETRATIONS AND ALL DC COMBINER AND JUNCTION BOXES IN %" WHITE LETTERING ON RED BACKGROUND, ON FADE RESISTANT MATERIAL NEC 690.53 PLACE THIS LABEL ON THE INVERTER CAUTION: SOLAR CIRCUIT SYSTEM RATINGS RATED MAX POWER POINT CURRENT (Imp): 8.81ANEC 690.54 RATED MAX POWER POINT VOLTAGE (Vmp): 278.1V PLACE THIS LABEL AT "POINT OF INTERCONNECTION"MAX SYSTEM VOLTAGE (Voc): 402.2V (ON THE COVER OF THE MAIN SERVICE PANEL)SHORT CIRCUIT CURRENT (Isc): 9.44A CAUTION INTERACTIVE PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT (A): 20A NEC 690.5(C) NOMINAL OPERATIONAL AC VOLTAGE (V): 240V PLACE THIS LABEL ON INVERTER(S) OR NEAR GROUND FAULT INDICATOR NEC 690.14(C)(2) PLACE THIS LABEL ON THE AC DISCONNECTING MEANS WARNING ELECTRIC SHOCK HAZARD IF A PHOTOVOLTAIC AC DISCONNECT GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED NEC 690.17PV MODULES (TYPICAL)MAIN SERVICE PLACE THIS LABEL ON ALL Ir --F 1 DISCONNECTING MEANS WHERE ENERGIZED IN AN OPEN POSITION INVERTER WARNING 9© AC DISC 1 1 12.ELECTRIC SHOCK HAZARDkilfl.DO NOT TOUCH TERMINALS 4 TERMINALS ON BOTH LINE AND . c. LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION TYPICAL TRANSFORMERLESS SYSTEM FLOATING GROUND i i CONTRACTOR: CA LIC# B-477185 Plans Designed by:Derek Brosch Date:3/19/2014 Revision: 0 0 -6 N222 0 - C\1 rt2 u CD h. U) C0 0 < 9 2 0 r- 2 2) Co- 12 O (1) C-0 00 >< rt L LU r- .92 A /9 N> LO C %< (0 10 W n N U) THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS. OR TO MANUFACTURE, USE, OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION. DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. ELECTRICAL SIGNAGE SaLAR Corri 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 CONTRACTOR: CA LIC# 8-477185 Plans Designed by: [ Sunmodulpius sw 270 mono Sunmodule.7 Plus SW 270 mono Date: Revision: 0 PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)'PERFORMANCE AT 800 W/m; NOCT, AM 1.5 + 3 g LA- m TUV Power controlled: * TOVRhal/ad E Lowest measuring tolerance in industry5-2 Every component is tested to meet . 3 times IEC requirements b. . 00/00/6 4 Maximum power 270 Wp Open circuit voltage V 39.1V Maximumpowerpointvoltage V 30.9 V Short drcuit current 1 9.44 A Maximum power point current \ 8.81 4 ' STC : 10 0 0 W/m'. 25'C. A M 1 5 1) Measuring tolerance (IL) tiaceable to TUV Rheinland: + 2% (TUVPower Controlled). THERMAL CHARACTERISTICS NOCT 46 *C TC 4 0.004 %/K TC -0.30%/K TC P---0.45 %/K Operating temperature -40*C to 85*C Maximum power P 201.3 Wpmi• Opencircuitvoltage 4 35.9 4nC Maximum power point voltage V 18.3V Short circuit,unent 1 7.63 A Maximum power point current l_ 111 A Minor reduction in efficiency under partial load conditions at 25-Ci at 200 W/m; 100% (•/·2%}of the STC efficiency (1000 W/ma) is achieved. COMPONENT MATERIALS Cells pei module 60 Cell type Mono ciystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mrn) Front Tempered glass (EN 12150) Frame Clearanodized aluminum Weight 46.7 lbs (21.2 kg) SYSTEM INTEGRATION PARAMETERS Designed to withstand heavy 1000 W/mi 1000 VMaximum system voltage SC Ilaccumulations of snow and ice Max. Mitem voltage USA NEC 600 V MAX. 10/I 800 W/rn: 16A $400. Maximum reverse current - Number ofbyposs diodes 3E 60OW/mi 113 W downwardE| Sunmodule Plus: 6 UL Design Loads'Two rail system 2 400 W/m'64 psf upward Positive performance tolerance UL Design Loads'Three rail system1 -\%170 psf downward 64 psf upward 200 W/rn,113 psf downwardIEC Design loadS$*Two rail system 100 W/mi --0 50 psf upward ' Please refe, to the Sunmo<jule installation inetiuctions for the details associated with 25-year linear performance warranty and , 1 1 1 , , ,these load uses. Module voltage [V]- 10-year product warranty ---I.lu:-ADDITIONAL DATA ·6*4 '37.44 (951)Power sorting'-owp/+Swp \.1 1 J-Box IP65 -C] 1 Connector MC4 World-class quality 288)Module efficiency 16.10%· 0//6//&,Cce,21/ I Fully-automated production lines and seamless monitoring of the process and material :==42,7.(191 EZZ Fire roting (UL 790)Classc ensure the quality that the company sets as its benchmark for its sites worldwide. it i / 2 1 1 i . 11.33 ( clillirsSolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers modules that Q===r . . ..'.10.0*TA.".CUT have greater than or equal to the nameplate rated power.UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in the course of 25 years, a significant added value compared tothetwo-phase warranties common in the industry. In addition, SolarWorld is offering a product warranty, which has been extended to 10 years.' 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solaiworld.corn/warranty 41.30(105()VERSION 2.5 FRAME · Compatible with both "Top-Down"Version- and "Bottom" mounting methods2.5 frame S 65.94 (1675) -bottom ry JOrounding Locations: mounting - - 4 corners of the frame holes -4 locations along the length of theU module in the extended flanget ' 1.34 (34) ! *8 Independentlycreated PAN files now available. ? 0 -* x 4 1 4.20(107] THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE ™AT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. THIS DOCUMENT CONTAINS PROPRIETARY SOLARWORLD -- 1.22,31) Askyour account manager for more information. 39A1 (1001) MADE IN USA INFORMATION AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE. OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION. DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. solarworld.com We turn sunlight into power.V Ati units provided are imperial. Sl units provided in paientheses. Sola,Wo,ld AG reserves the right to make speci fication changes without notice.SW-01-6004US 08-2013 MODULE DATA SHEET f:1 power-#88: PVI-3.0-TL PVI-3.6-TL PVI-3.8-TL PVI-4.2-TL GENERALSPECIFICATIONS The mostcommon residential inverter isthe ideal size foran average- sized family home. This family of single-phase string inverter complements the typical number of rooftop solar panels, allowing home-owners to get the most efficient energy harvesting for the size of the property.This rugged outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. One of the key benefits of the Uno family of single-phase inverters is the dual input section to process two strings with independent MPPT especially useful for rooftop installations with two different orientations (ie East and West). The high speed MPPT offers real-time power tracking and improved energy harvesting. The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. 1 U-A'Mth/'#"AD 4·:€h A #-·te. VH@3 hz?*52 1 g=VINMERB Nominal Output Power Maximum Output Power RM,9Eid ACypitage_ _ M Jtnputfide ((St)Numberofindependent MPPTChannell Maximum Usable Power for Each Channel Absolute Maximum Voltage (Vmax) Start- Up Vottage (Vitan) FutI Power MPPTVoltage Range Operating MPPTVoltageRange Maximum Current (ldcmax) for both MPPT in Parallel Maximum Usable Current per Channel Maximum Short Circuit Current Limit per Channel Number of Wire landing Terminals Per Channel Array Wiring Termination »pe™(49- Grid Connection Type AdjustableVoltage Range (Vmin-Vmax) Grid Frequency Adjustable Grid Frequency Range Maximum Current «aimax) Power Factor Total Harmonic Dutortion At Rated Power Glidmdng Termin,tjnT¥et otection Devices Input Reverse Polarity Proteltion Over-Voltage Protection Type PV Array Ground Fault Detection Output Anti-Islanding Protection External AC OCPD Rating Over-Voltage Protection Type FE-*denci Maximum Eff,clency CEC Em der,qy >pW@851 performance NightTime Consumption Stand By ConsumppE _ -_ [***n#08 _ User·Interface Remote Monitoring (11*RS.485 incl.1 Wired Local Monitoring t1xRS485 ind.) Wireless local Monitoring 'En,*664*UE Ambient Air Operating Temperature Range Ambient Al, Storage Temperature Range Relative Humidity Acoustic Noise Emission level Maximum Operating Altitude without Derating FiMe)di&21-44iations Enclosure rating Cooling 'Olmen$Ions (H *WID) S«LAR 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 CONTRACTOR: CA LlC# 8-477185 Plans Designed by:Derek Brosch WiNE@ (iWMED(mIEHE (imMMMI!*ID<!B Geaaje*!*ID®b (ieiK0(iI!]iliMIE Date:3/19/2014 W 3000 3600 3300 3800 4200 Revision: 0 W 3000 3300'3300' 3600 4000'4000'3300 4200 4200'4200 4600' 4600' V 208 240 277 208 240 277 208 240 277 208 240 271 2 2 2 2 W 2000 3000 3000 3000 V 600 V 200 (adj. 120-350) V 160·530 120-530 140-530 140-530 V 0.7.Vitart-580 {>= 90V) A 20 32 32 32 A 10 16 16 16 A 12.5 20.0 20.0 20.0 2 pairs Terminal block Pressure Clama AWG1OAWG4 10nw 5plitz 10/2W 10/2W Slii--10/2W 10nW SPA 10/2W 10/2W Split-10/2W0/3W 08W 0/3W 0/3W V 183-228 211-264 244-304 183-228 211-264 244-304 183-228 211·264 244·304 183-228 211-264 244-304 Hz 60 Hz 5760.5 A'.3 143 14.5 12.0 17.2 16.0 16.0 16.0 16.0 16.0 20.0 20.0 20.0 > 0.995 % <2 Terminal biock Pressure Clamp AWG10- AWG4 Yes Varistor, 2 for each channel Pre start·up Riso and dynamic GFDI (Require$ Aoaling ArrayO .16 N Meets Ul 1741/IEE1547 requirements 44 20 20 15 25 20 20 20 20 20 25 25 25 222 Varistor. 2 (L, - L,/ 6 - G)a)-C\191- 963 97 97 97 EU) C) N % 96 0 C 91- a) a) <C 09 <8 r 2 0 + 16 characters x 2 lines LCD di$play O P .1.0 AURORA-UNIVERSAL (opt.)...1.-CO N PVI-USB·«5485_232 (opt.), PVI-DESKTOP (opU O (1) C.-'.PVI-DESKTOP (opt.) with PVI-RADIOMODULE (opt.)0 >< 1 CF (CLC}-13 to +140(-25 to +60) with derating above 122(50) 1-r- F ec}-40 to 176 640 to +80) % RH 0-100 condensing .92 N E Adb(A)elm 3 lf) w<50 > 1.0 C v 6560 (2000) NEMA 4X n C\1 00 Natural Convection in (mm)33.8 * 12.8 x-8.7 (859 x 325 x 222) • Each inverter is set on specific grid codes which can be selected in the field • Single phase output • Dual input sections with independent MPPT, allows optimal energy harvesting from two sub-arrays oriented in different directions • Wide input range • High speed and precise MPPT algorithm for real time power tracking and improved 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 • Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions • Integrated DC disconnect switch in compliance with international Standards (-S Version) • RS-485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP • Integrated Arc Fault Detection and Interruption (-A Version) Weight tb(kg) Shipping Weight lb(kg) Mounting System Conduit Connections' DC Switch Rating-(Per Contact)AN [Safety Isolation Level Safety and EMC Standard Safety, Approval " Warranty Standard Warranty years Extended Warranty years [ Available Models Standard - Without DC Swtlch and Wiring Box Standard -With DC Switch and Wiring Box With DC Switch, Wiring box and Arc Fault Detector and Interrupter •All data Is subject to change without notice 'Capabilily enabled at nominal AC voltage and with sumcient DC powe, available 'when equipped with optional DC swikh and Wiring Box <473 (21.3) <60 (27.0) Wail bra(ket Trade size KOs: {2ea x 1/21 and (lea x 1·1/4 3 places side, front, rear) Side: (2) plugged 3/4'openings,(2) Concentik EK05 3/4. f Back:(4) Concentric EKOs 3/41 1- 25/«0 Transfoimerless (Foating Array) UL 1741. IEE1547. IEE1547.1, CSA - C22.2 N. 107.1·01.UL1998 UL16998, FCC Part 15 Class B 'CSAu 10 15&20 PVI-3.0-OUTD-US PVI·3.6-OUTD-US PVI-3.8-OUTD-US PVI,4.2-OUT[*US PVI-3.0-OUTC)-S·US PV}-3.6·OUTD-S-US PVI-3.8-OUTD-S-US P\/1-4.2-OUTD-S-US PVI-3.0-OUTD-S·US-A PVI-3.6-OUTD·S·US·A PV}-3.8·OUTD-S·US·A PVI,4.2-OUTD-S·US-A 1 (Awl;I•]:E.,IN•) A THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE. DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE, OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION. DISCLOSURE. OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. INVERTER DATA SHEET 1 1 2 1 9 1 4 DUAL RACK Installation Option Installation Option Installation Option \2 RAIL Material Specifications:rjig./6,3/4 -A / 111!X BOLT = 1-p@J1 Material Deignalion 6005-T5 //3/8-16 PIANO NUT 31&16 FLANG NUT =0 F rkDensity Ip)16S.56 Ibm (2.7 g/cm ) L- FOOT /3,9- IlliX 1101.1 Cocmcient Of Thcrmal Expansion< a, ) 1.306E·05/°F (2.35£-03/°C)1.-FOOT Diffusivity O.)200.00 W/m·°K Modulus ofelasticity (E )10.152£06 Ps; (7.000 kN/cm') Shear Modulus (G)3.916!£06 Psi (2,700 kN/cm') 1 Mechanical Properties: Tensilc Strength (fj 38.0 Ksi (26.0 kN/cni) ' -/51.1,1,01Ax I --STANIOUPTensile Yield Strength (f„)35.0 Ksi (24.0 kN/cm')3· 56·or, ==t/'=00"0,0'4 .AG 1101. <\\/LAG BOLT3% Sly 0,7 Profile Wall Thickness (1 5 0.39 in / 10 mm) /r:001'' RA]71:R 1\ ROOF RAFrER 3 Section Properties: 3.721 it#(9.450 cm' )!. W 1.859 in'(4.720 cm' ) 6.391 in'(16.230cm') W, 2.626 in'(6.670 cm' 1 A 0.629 in (4.060 cin' ) - Weight 0.737 lb-/ft (1.10kg/m) Length:144'7168 Rail Spans (fti: L-FOCT 2 : -I][r DESIGN WIND SPEED (mph) 80 90 100 110 120 130 140 150 RAIL SIZE RAIL SIZE RAILSIZE RAIL SIZE RAIL SIZE RAIL SIZE RAIL SIZE RAIL SIZESNOW LOAD (psf)13/58 13/58 13/58 13/58 13/58 13/58 13/58 13/58 0 6 6 6 6 6 4 4 4 10 6 6 6 6 4 4 4 4 20 6 6 6 6 4 4 4 4 - 30 6 4 4 4 4 4 4 460-,n 2-62' 40 4 4 4 4 4 4 4 4 50 4 4 4 4 4 4 4 4 L Rail spans assume 24" rafter spacing and ate shown to the farthest acceplable raft er: Pa rameters: G abl e roof S 15' high. slope < 2 5°, 850' AMS L. -1- - --7-Occupancy Calegory 11 (imporlance factor -1.0). Terrain category B. Partially exposed. center zone installation. "NS- Not Suitable".1OEE 2. Calculations assume stand-alone L-foot or L-foot mounted to Quick Mount PV QMSC moummashing. 0.34' D DESIGNED BY FORTUNE CNEAGY INC.FORTUNE ENERGY INC.1.-L .-1.1 PRODUCT CATEGORY:RAIL 1.575' ' NOnCE.· DO NOT SCALE DRAW/NG CHATSWORTH. CA 91311 1 DRAWING INITIAL RELEASE DATE 04/1 S/2013 21029 ITASCA ST. auLOING A-B 409M ./ OFFICE: Cale) 678·9699 PROPRIETARY AND CONFIDENTIAL: THE INFORMAn ON CONTAINED IN THIS WES: wwW.FORTUNEENERGY.NET DRAWING IS THE SOLE PROPERlY OF FORTUNE ENERGY INC. ANY REPRODUCTION IN Eetline Energy PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION FROM FORTUNE PATENT PENDING ENERGY tNC IS PROHIBITED. + 1 .1 4 e Fy /1 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 CONTRACTOR: CA LIC# B-477185 Plans Designed by:Derek Brosch Date:3/19/2014 Revision: 0 a> 5 5- 222 (1) - N 91-E U) C) NU) ca) 0 < 09reor- 2 2 C€ E O (1) C.. 1- LU r- .92 N = N> LO C %< CO LO (U n CNI CO THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE ™AT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE, OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTTON. DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. RACKING DATA SHEET . i --- 9175 San Fernando Road Sun Valley, CA 91331 PH: (855) 277-7155 F: (818) 337-7113 CONTRACTOR: CA LlC# B-477185 Plans Designed by:Derek Brosch Date:3/19/2014 Revision: 0 1 2 1 9 1 2 DUAL RACK Installation Option 11:Stallation Option Installation Option 2ee =a =0 [F -RAIL .-IMaterial Specifications:ir'tO!(•.·4'4 111* HOLI 111:.X HI )LT Material De,ignalion 1®[Aly Ir' Ck,/melani Ot'Thermal Erpansiont u Ditrusivily (k) Modulus „felmicii> (It / Shear Mudulus (G) 4. 05.-1'5 168,51. thin (2.7 grcm & i ·1.30¢,E.03,4 [2.33E·¢15.mci 21•1.111) W/in-*K 11).1521.06 Psi (7.Of)11 kNA:in'l 3,91¢•liflb Ps, 13.7*kNfeinh 33·1'FIANONUT -Pr ..61,1.1 3'.1/ rl.AX(; XII .=0 9/ 'Ail -h· 11'...13 1 1.· F™,1Emok 0C EK CD-™* -¤CDC) ,- Mechanical Properties:U) C 1 0 0 < 00Tensil: Strength (Tal 38.0 Ksi (26.0 kNfcm } Tensile Yield Strenglh ( ii, 4 35.0 KAi (24.0 kN/cm') -9/0.1-1,41,AAG Iu}]10+e0==CE 2 0 4P.6.LA; 1$01. r Profile Wall Thickness (tS 0.34 in f ID nim) /,«00, RAI'lli \0 0 -LO , Rt X'IFI<,FIER 33 Section Properties: -L Co N 1 3.721 it¢(9.45(4.10' 1 O 0 05 W 1.354 in'(4.72(.) cm' )LU r-6.391 inf 1 6.23(, em' 1 W 2.626 in'(6.670 ciii' ).92 1··- 2 AA 0.629 in 44.41611 cm ) LD C ..../- Weight 0.7 37 lb./ft C 1.101*m)Co Lo (0 U 1 L Length:144"/168"-i c\1 0 CU/6 3•IS·, :i,,7• 1.UU,&.UU Rail Spans (fti: -E][r- 609m 2.62' DESIGN WINDSPEED(mph.) SNOWL-0,11)(pNO 0 10 2o 30 40 L-FOOTE 110 120 130 14080 90 9 150 RAIL SIZE RAIL SIZE RAIL SIZE RAIL SIZE RAIL SIZE RAIL SIZEE RAIL. SIZE RAIL SIZE 13/5x 1 :1/5x 13··'58 13/58 13/5X 1 3/38 13/58 13/5" 6 6 6 6 6 4 4 4 6 6 6 6 4 4 4 4 6 6 6 6 4 4 4 4 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 THESE DRAWINGS ARE CONCEPTUAL AND SHOW BASIC SYSTEM OPERATION ONLY. IT IS NOT INTENDED TO INCLUDE ALL DEVICES AND DETAILS NECESSARY FOR PROPER ORIENTATION. IT IS THE RESPONSIBILITY OF • THE INSTALLING CONTRACTOR TO ENSURE ™AT ALL NECESSARY DETAILS AND DEVICES ARE INSTALLED TO GUARANTEE PROPER- OPERATION AND COMPLIANCE WITH LOCAL BUILDING CODES. 50 4 4 4 4 4 4 4 4 1. Rail :p:Ins ass,ime 24" rafterspacing and are shown w Ihe farilte:, ucceplable r.iner: P:ir:,ineter€ Gable root':5 15' high. slope 5 25' . 850' AMSL. -7-(}ccitpirincy C:ilegory 11 ( importative figmr - 1.u). 1 eri'ain categon' 11, Partially expt,xed. Ce,Her nine installation. "NS:• Not Suiluble". 10MM 2. Calculations assume stand.atone 1.-fool or 1.-foot mounted to Quick Mount PV QMSC mouniftlashing. 0374' D DESIGNED BY FORTUNE ENERGY INC.FORTUNE ENERGY INC. 1- FL -11 PRODUCT CATEGORY: RAIL 1 1 DRAWING INITIAL RELEASE DATEr 0* 1 5/20 1 3 21029 1/ASCA ST. BuiliNG A-O 40·,M 1.575'NOTICE: 00 NOT SCALE DRAWING CHATSWORTH. CA 91311 OFFICE: (818) 6 78-9699 PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN ™j5 WES: www.FORT-UNEENEAS¥.NET fertone EnergyDRAWING IS THE SOLE PROPERTY OF FORTUNE ENERGY INC. ANY REPRODUaION IN PAR1 OR AS A WHOLE WITHOU1 THE WRITTEN PERMISSION FROM FORTUNE PATENT PENDING ENERGY INC IS PROHIBITED. THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE. DISCLOSE ITS CONTENTS, OR TO MANUFACTURE USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE. OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION IS STRICTLY FORBIDDEN. RACKING DATA SHEET t i 4 26£39 CL lic,19 /ke·09 2 1019 4/ I:il/AJ Satnn-loof-CHECK THE RLA A RIGOROUS LOAD ANALYSIS COMPANY NAME: USER: JOB REPORT DATE JOB NUMBER: JOB NAME: JOB ADDRESS: VIA SOLAR CORP. WENDY GRANADOS 2014-03-25 SOTO JAVIER SOTO 2557 EVERGREEN ST SANTA ANA, CA 92707 L.00% 0. S1672 ga exp.06/15 1/ :W, 1 1*/1 }tRUCTUFF4 Program Version: 2014-03-20:7 Contact: jadams@solar-roof-check.com I Phone: 805.215.8665 6 1 A A A LOAD COMBINATIONS: ASCE 7-05, IBC 2009 (NOT APPLICABLE IN CA) • Loading Comb. #1: Wind Uplift - 0.6DL Solar at Standoff (Cd=1.6) • Loadina Comb. #2: DL Rf + DL Solar (Cd=0.9). • Loading Comb. #3: DL Rf + DL Solar + Wind Down (Cd=1.6). • Loadina Comb. #4: DL Rf + DL Solar + Snow (Cd=1.15). • Loadina Comb. #5: DL Rf + DL Solar +.75Wind +.75Snow (Cd=1.6) • Loading Comb. #6: Check Seismic for Sect. 3404.4 Alterations. • Loadina Comb. #7: (0.6)(DL Rf + DL Solar) + Wind Up (Cd=1.6). Zone 2 Zone 1 Zone 1 Zone 1 LOAD COMBINATIONS: ASCE 7-10, IBC 2012 CALIFORNIA, CBC 2013 • Loading Comb. #1: (0.6)Wind Uplift - 0.6DL Solar at Standoff (Cd=1.6) • Loadina Comb. #2: DL Rf + DL Solar (Cd=0.90) • Loadina Comb. #3: DL Rf + DL Solar + (0.6)Wind Down (Cd=1.6) • Loadina Comb. #4: DL Rf + DL Solar + Snow (Cd=1.15) • Loadina Comb. #5: DL Rf + DL Solar +.75(0.6)Wind +.75Snow (Cd=1.6) • Loadina Comb. #6: Check Seismic for Sect. 3404.4 Alterations • Loadina Comb. #7: (0.6)Wind Up-0.6(DL Rf + DL Solar) (Cd=1.6) Zone 2 Zone 1 Zone 1 Zone 1 REFERENCES: NJ, NDS LATEST EDITION Duration Factors Section Modules Size Form Factor Cdwind := 1.6 SDQ := 0.563 S4)(4 =7.150 Cfixi := 1.5 Cf4 := 1.5 Cdsnow := 1.15 SBM := 3.063 S4)(6 := 17.650 Cfix4 := 1.5 Cfm,6 := 1.3 CdDL := 0.9 S2)(6 := 7.563 S4)(8 := 30.660 Cfzx6 := 1.3 Cf,b,8 := 1.3 S2)(8 := 13.14 S4)(10:= 49.900 Cfixs := 1.2 Cf.10 := 1.2 Si)(10:= 21.39 S4)(12:= 73.800 Cfb10 := 1.1 Cf12 := 1.1 Fb := 1000.00 psi Si)(12:= 31.64 Cfzx12 := 1.0 USER INPUT: 1. Ceiling Type 1/2 ave. Bd. 2. Collar Tie Spacing (if any) (ft.) 2 3. Percent of PV Module Coverage over Roof 40 4. Framing Size 2x4@16 5. Ground Snow (psf) R 6. Sloped Roof Snow Load (psf) n 7. Lag Screw Diameter (inches)5/16 8. Lag Screw Embedment (inches)2.5 9. Overall span (exterior wall to exterior wall) (ft.)64 10. PV System Weight (psf)2.6 11. Sloped Rafter Span (ft.) 6 12. Roofing Material Type Comp. Shinale 13. Roof Mean Height (ft.)15 14. Roof Slope (degrees)18 15. Roof Type Truss 16. Sloped Ceiling?No 17. Standoff Max. Average Horizontal Spacing (ft.)5.33 18. Standoff Max. Average Vertical Spacing (ft.)2.75 19. Staggered Standoffs?Yes 20. Wind Exposure Factor C 21. Wind Speed (mph)110 22. wr = Weight of RoofType (psf)2.20 23. wra = Weight of Rafter (psf)1.10 24. wc = Weight of CeilingType (psf)2.20 25. wcj = Weight of Ceiling Joists (psf)0.70 26. s = rafter spacing (ft.)1.33 27. PV Orientation Portrait SLOPED/VAULTED CEILING-CARRIED BY THE TOP CHORD/RAFTER: DI.te := Roofing + Plywd + FramingSize + Misc + CeilingType + Insul DLbc I= 0 FLAT CEILING-CARRIED BY THE CEILING JOISTS: DI.te r= RooGng + Plywd + FramingSize + Misc DLbc r= Ceiling.Foist + CeitingType + Insul wDLte r= DLte x s 7.73 wDLbc m= DLbc x s TA = Horizontal spacing x Vertical spacing (sf) Topoaraphic Factor Assume Roof is not on top of a hill, bluff, or mountain ridge. Sect. 6.5.7.2, pg. 26 4.53 14.66 1.0CLS 1.37COMPONENTS AND CLADDING: ASCE 7-05: Zone 1: Net Wind Pressure - See Figure 6-3, pg. 42 NA Zone 2: Net Wind Pressure - See Figure 6-3, pg 42 NA Adjustment Factor for Height and Exposure - See Figure 6-3, pg. 44 NA ASCE 7-10: Zone 1: Net Wind Pressure - See Figure 30.5-14, pg. 346 19.40 Zone 2: Net Wind Pressure - See Figure 30.5-1, pg. 346 31.90 Adjustment Factor for Height and Exposure - See Figure 30.5-1, pg. 347 1.21 P P P Zonel up = Net Wind Pressure x Adj. Factor (psf) =23.47 Zone2 up = Net Wind Pressure x Adj. Factor (psf) =38.60 Zone 1 dn =Net Wind Pressure x Adj. Factor (psf) =16.00 .0 . *Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #1: WIND UPLIFT CONNECTION TO RAFTER- ZONE 2 p := TA x (Pup - ·06 x Dlsolar x cos(0 x deg) lb. uplift d= Diam.laa screws User Input t= lb/inch Withdrawal NDS 2005- Tab. 11.2A, pg 68 e= Threaded embedment into wood User Input 317.71 5/16 235.00 2.50 W= Total withdrawal capacitv LM := Cdnrind xtxe 940.00 W X 100 90 := p 295.87 << If equal to or more than 100% Code Compliant. OK! Table 3 represents the maximum Moment (M = PL/a) resulting from point loads (standoffs), for any spans (L) listed. a = 4.00, Rail System =2rail Table 3 (The Moment Factor "a" fora 2 Rail system)Table 3 <The Moment Factor "a" forthe Zep system) Length L=4' L = 5' L=6' L=7' L= 8' L=9' L = 10' L = 11' L=12' L = 13' L= 14' L= 15' L = 16' L = 17' L = 18' L = 19' t= 20' L=21' I = 7,1 Staggered Portrait Landscape 4:00 4.00 - 4.00 3.50 4.00 3.00 3.60 2.84 3.20 2.57 3.03 2.59 2.86 2.50 2.77 2.25 2.67 2.00 2.61 1.88 2.55 1.75 2.51 1.68 2.46 1.60 2.43 1.45 2.40 i.29' 2.38 1.24 2.35 1:18 2.22 1.14 2.09 1.10 Unstaggered Portrait Landscape 4.00 2.91 3.72 2.50 3.43 2.09 2.95 1.83 2.46 rl.56 2.34 1.44 2.22 '1.31 2.04 1.19 1.85,'1· 07 1.74 0.90 1.62 0.92 1.50 0.86 1.38; 10,81 1.31 0.76 i.23 0.72 1.17 0.68 1.11 0.65 1.06 0.62 1•00 0.59 Staggered Length Portrait Landscape 12= 4'5.00 5.00 L=5'5.00 5.00 L=6'5.00 5.00 L=7'4.50 4.50 L=8'4.00'4.ob L=9'4.00 4.00 L = 10'4.00.4.00 L =11'4.00 4.00 L = 12'4.00 4100 L = 13'4.00 3.87 L = 14'-4.6 O 3.73 L = 15'4.00 3.32 L =16'4.00 2.90 L = 17'4.00 2.74 L =18'4.00.2.57 L = 19'4.00 2.46 L =20' '4.00 :2.35 L=21'4.00 2.28 C = 22'4.00 -2.20 Unstaggered Portrait Landscape 5.00 5.00 5.00 5.00 5.00 5.00 4.50 4.19 4:00 ,3.37 4.00 3.12 4.00 2.86 3.70 2.48 3:39 2.09 3.35 1.98 3.30 1.87 2.88 1.78 146 ·1.68 2.36 1.57 2.25 3.45 2.18 1.38 2.11 1.30 2.06 1.25 2.00 .1.20 1 A Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 'LOADING COMBINATION #2: P := TA x DL Solar 38.11SP M : 2 L L wDLtc2 x i- + Psp *-Ix cos(8 x deg)87.46 a) 12 Sr:= M x 0.49Fb x CdDL x Cfx X Cr * CLS SX x 100 %:= Sr 620.72<< If equal to or more than 100% Code Compliant, OK! LOADING COMBINATION #3:ZONE 1 p := TA x Pdn + DI.Solar x cos(e x deg)176.96 f - I ZM := lwDLte'2 x 9 + P L 1 x-Ix cos(8 x deg)298.53sP a) 12 8£:= M x 0.95Fb x CdWind x Cfx x Cr x CLS S %:= X x 100 Sr 323.30<< If equal to or more than 100% Code Compliant, OK! LOADING COMBINATION #4: S = Sloped Roof Snow Load (psf)CS 1 0.00 P:= TAx Cs xS+ DI.Solar 38.11 -2 M:= wDI.t£2 x - + Psp x x cos(e x deg)87.46 12 2.:= M x Fb x Cdsnow x Cfx x Cr x CLS O.39 S % I= X X 100 < < If equal to or more than 793.14 Sr 100% Code Compliant, OK! 1 Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #5:ZONE 1 S = Sloped Roof Snow Load (psf)Cs 2= 1 0.00 P := TAx .75 x Cs x S + DI.Solar x cos(8 x de.g) + TAx -75 x Pdn 141.78 / 1 1 M := lwDLU:2 x 9 + P LI x-Ix cos(e x deg)245.76 SP a ) 12 Si.:= M x 0.78 Fb x CdWind x Cfr x Cr x CLS S -= X x 100 Sr < < If equal to or more than 100% Code Compliant, OK! 392.71 LOAD COMBINATION #6: CHECK SEISMIC LOADING: ExisdngDL := DLRD + Walls Walls 6= 5.5 psf 14.70 ProposedDL := ExistingDL + DL Solar )<C (ProposedDL ) SeismicIncrease := 100 x I I - 100 ( ExistingDL j << If equal to or less than 10%, increase in seismic load OK! 15.74 7.07 SEISMIC SUMMARY Sect. 3404.3 Alterations (See Exception): The addition of the Solar Panels, meets the following: • The design strength of existing elements required to resist seismic forces is not reduced. • The seismic force to required existing structural elements is not substantially increased. • No new structural elements are being added. • New nonstructural elements are being connected to existing structure per Chapter 16. • Alterations do not create structural irregularities. The alterations do not result in the creation of an unsafe condition. •Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #7:ZONE 1 P5 := TA x (Pup - 0.6 x DLSolar X CoS (0 x deg)) L) L2 M5 := Pl x- 1- wDLU:2 x -i- x cos(e x deg)a) 212.77 299.30 12 4* M x 0.95Fb x Cd\Vind x Cfx x Cr x CLS S %:= X x 100 < < If equal to or more than 100% Code 322.47 Sr Compliant, OK! LIMITS OF SCOPE OF WORK AND LIABILITY Existing deficiencies which may be readily observable, and conditions which may not be code compliant, or may be in need of repair, or are concealed in any way that is not observable at the time of any inspections, are not included in this scope of work. There is no implication that any visual inspections, by the Solar Company or the Engineer of Record, are intended to be technically exhaustive, or that such inspections indicate that every aspect of every component was analyzed, or that every conceivable deficiency was reported. The calculations do not include an analysis of the overall structural stability, and code compliance of an existing building, nor prediction of satisfactory performance or life expectancy of any existing building. 1