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HomeMy WebLinkAbout10181412_2926 S. RENE - PlanCITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDIN:SS 2964 2 Re -e TRACKING #:l O J 91412- gb) 559 81 DATE:5-29-14 FOR PLANCHECK STATIS CAM- (714) 647-5800 PI FASE INITIAI- EACH ITEM RFI n18l I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. I understand that I may request an "Accelerated Plancheck" at an additional cost to me. This plancheck will be performed by an in-house plan checker with the intention of reducing plancheck time for the Building & Safety Division. I understand that the project valuation (from which plancheck and permit fees are calculated) will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. 2_ 4.I understand that I shall submit separate plans, applications and plane.heck fees for the following when plan check is required: a. Electrical Plans - 2 complete sets .c. Mechanical Plans - 2 complete sets b. Plumbing Plans - 3 complete sets d. Grading Plans - 3 complete sets 1-JL 5.I understand that I shall visit the Public Works Department to verify whether a field inspection of the property is required. I understand that prior to the issuance of the Building permit I am required to obtain Public Works Agency approval if my project valuation exceeds $30 .1 1 1 lumbing fixtures, or added bedrooms, or exceeds 500 sq.ft.,uuu or nas aaaea D )PLICANT O64GFAGRFFn TO RY AF Applicant's Signature 1152Print Name d ,Addrpqq Ao).F 00* 540- 44 C ty\[8 (1t'%* Telephone Number f 13 - 0331 -015)Fax FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED: Y/N 1.-€Planning Department 2*-Public Works Agency 3 Fire Departmemt 4!8 Police Department 51*School District 6| Health Department 76& Title 24 (Energy ) 8*-Title 24 (Disabled Access) 9.21€oof Mounted Equip. 104&List of Subcontr. 11.-e'Bldg. Pmt. Info. 12_k'Summary of Appr. Reg. 13.2FY Information 14.ktonstr. Act. Reg. 15!2-Res. Dev. Fees 160MIP 17Microfilming 18..96onst. Debris Recyc. 190*CWP Surcharge 2060'COAJOwner-Builder Ver. PERMIT TECHNICIAN 14-1.kA a-* a - Form 58: 3-26-04 FEE CHECKLIST WORKSHEET Received by: 1Ci'SAPIN #:IO) 714<1 FEE TYPE REQUIRED Yes Plan Check Fee Disability Fee SMIP Fee Res. Dev. Fee Fire Facility Fee School Distr. Fee Microfilm FCWP Surcharge 1 CALCULATION AREA COST/SQ FT X TOTAL SQ FT =VALUATION 7 1/ C.9-# Counter computations/valuation $ i ,2 , Plan checker computation/final valuation $ F051-10·03 6 03 1 Loyd W. Martin Solar Structures Engineering2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for:Therian Residence :#FESS/OA:.55**:x2926 S. Rene Drive, ,/Acl/ j *4.- 1 *u //gAL=-141%\\M< No. C58724 le)] Santa Ana, CA 92704 ||0 -67-69723/- e),*C Ew. 3-3 k 1-> /94 \* Exp. 3-31-15 *#Applicable Codes: td#X. Clv.i- /*/0 12&292013 California Building Code, 2013 Ckfurfiia Electric Code,2013 California Mechanical Code, American Society of Civil EngineersStandard ASCE 7-10 Minimum Design Loads for Buildings and OtherStructures, 2012 American Forest & Paper Association National DesignSpecification for Wood Construction, Local Municipal Code, and all othercodes which are adopted by reference or enacted by law.Assumed Design Parameters: The existing structure has been built under a building permit and is in itsoriginal condition. The existing roof structure is capable of its coderequired live load and the ability of the roof structure to support live loadshas not been substantially reduced by the age of the structure, termites ormold, or unauthorized modifications to the existing structure. Solar EnergyContractor shall make an inspection of the existing roof framing systemprior to installation of the roof mounted solar energy system to verify thatthe existing roof is capable of supporting minimum roof live loads.Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or betterAll 4X members are grade Douglas Fir #1 or betterAll Roof Connectors are Simpson Strong-Tie or EqualAll Concrete Foundations are fc = 2500 psi or strongerOriginal Structure was built to the Type-V Wood Framed Standardsof the Applicable Building Code at the time of Construction. 2014-723 Sami Amit Therian Residence Sht # 1 of 6 Date: May 15, 2014 i, Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check Existing Roof Rafters: WDL + LL - r/////////////////////////////A w = 30 psfx 2 ft. = 60 pif f Rl R2 14' Total load on rafter = 60 pif x 14 ft. = 840 lbs ,55*OFESS©\ No. C58724 \* Exp. 3-31-15 *# 2014- 723 Sami Amit Therian Residence Sht # 2 of 6 Date: May 15, 2014 9.0 t4. Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Existing Roof Rafters: P PP P W DL + LL -kk k *Illllllllllllllllllllll W DL+LL = 30 psfx 2 ft. = 60 pif W DL - Rl R2 14' 3' 11' Total load on rafter =60 plf x 3 ft. + 28 plf x 11 ft + ( 4' x 2.75' x 3 psf x 4 ) = 620 lbs <840 lbs OK Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH .<--<. EFFECTIVE AREA = 15 SQ FT /2.,4% W. 44 6 4 INTERPOLATION OF WIND UPLIFT FORCE: W < No. C58724 \* Exp. 3-31-15 pneoo = -46.5 psf EOFCALFO 2014- 723 Sami Amit Therian Residence Sht # 3 of 6 Date: May 15, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Uplift at each support:fGROF ESS/op /»AO .r-\ W- i Pnet = A Kzt I P net30 Eq'n 30.5-1 ASCE 7-10 lie / 40.-----\ Ti[(i{ No. C58724 1 98A = 1.35 Wind Speed 130 mph Exposure C * Exp. 3-31-15 *. Kzt = 1.0 48?P·.ELY-!1 I = 1.0 \41»2, , Pneso = -46.5 psf 23< Pnet = 1.35 x 1.0 x 1.0 x (-46.5 psf) = -62.8 psf Nominal (Unfactored) Uplift at each support = 62.8 psf x 11 sq. ft. = 691 lbs Note: Section 2.4.1 of ASCE 7- 10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D + 0.6W) Design (Factored) Uplift at each support = 0.6 x 691 lbs = 414 lbs Load per lag screw = 414 lbs /1= 414 lbs Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2012 NDS. W'=WxCdxCt Table 10.3.1 2012 NDS where: V = 266 lbs / in. of embedment per Table 11.2a id = 1.6 per Table 2.3.2 of 2012 NDS jl - 1.U per Table 10.3.4 of 2012 NDS V ' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs>414 lbs OK Use Support connected to 2x Min. Roof Member w/ (1) 5/16" x 6" lag screws per connection minimum. 2014- 723 Sami Amit Therian Residence Sht # 4 of 6 Date: May 15, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of.(E) Building = Approximately 1,800 Sq. ft. Approximate Effective = 1,800 sq. ft. x 30 psf ave. = 54,000 LBS Seismic Weight DETERMINE BASE SHEAR V = CS W EQ'N 12.8-1 ASCE 7-10 SDSCS = - - EQ'N 12.8-2 ASCE 7-10 R le _ R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le = 1.0 IMPORTANCE FACTOR SDS = 2/3 x SMS SMS = FA X SS SMS= 1.Oxl.5= SDS = 2/3 x 1.5 = 1.0 CS= - - = 6.5 1 - EQ'N 11.4-3 ASCE 7-10 EQ'N 11.4-1 ASCE 7-10 1.5 1.0 0.154 EQ'N 12.8-2 ASCE 7-10 < 12 No. C58724 7 ' *\ Exp. 3-31-15 * 2014- 723 Sami Amit Therian Residence Sht # 5 of 6 Date: May 15, 2014 i 4. Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 54,000 LBS = 8,316 LBS EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC =54,000 LBS WEIGHT NEW SOLAR ARRAY =3 PSF x 16 PANELS x 3.3' x 5.5'= 871 LBS t NEW SEISMIC =54,000 LBS + 871 LBS = 54,871 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 54,871 = 8,450 LBS EQ'N 12.8-1 ASCE 7-10 8,450 LBS - 8,316 LBS % CHANGE = 8,316 LBS x 100 = 1.6 % < 10% OK OK. PER ASCE 7-10 SECTION 11.B.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. "Alterations are permitted to be made to any structure without requiring the existing structure to comply with this standard provided the alterations comply with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." 76\ 1 12 No. C58724 5811 * Exp. 3-31-15 *\10 CIV\L\<t.OF c Al*/ End of Calculations 2014- 723 Sami Amit Therian Residence Sht # 6 of 6 Date: May 15, 2014 4,0 . % .. . f «40,9 t 049 t Scope of Work: Install 4320 W DC Solar Photovoltaic system including solar array ((16) 270 W PV Modules and 1 3800 W PV Inverter(s)) mounted on residence as supplemental electrical supply system connected to the utility through the service equipment as supplemental power supply. System Type: UnGrounded (Transformerless Inverter) / Grid Interactive Utility Operating Voltage: 240V 1 P3W All electrical work shown on these plans will be completed by the undersigned California-licensed contractor: C-10 License # 922959.APPROVED This proiect shall comply with Title 24 and 2013 California Building Code (CBC), California Electrical Code (CEC), California Energy Code (CEnC), and local ordinances.PLANNING DiVISION Sheet Index:%55*3MASTER I.D.__245 / 4 - / /lf E-F-(1. Title Sheet E E Lo - 4 2. Site Plan -32829 G.P (,fL-Zor 4. Electrical Drawing 3. Mounting Details U)Or-ZO O O W O 1 PLANNER_VO DATE49 5. Notes and Signage U o 6-9. Equipment Datasheets n 9- -TRANSFERRED BX -kM 22--DATEu.*g-@9 -- ---- -. AFSHI'r!@RAL STI ' PLANNING INSPECTION REQUIRED: AC@PTES @R CONI1 0,-,1 11-4 . ; i , ·.1..BL'u•1 FINAL NONE,C gr r- I f.''l' k -*{f®*46, *6UMP! 49 & MIiwi,WIE (714) 1 (SEPARATZ 20:2:TS ARE R RETAIN PLANS F 2,· . -1'-i-URE REVISIONS.1 04 8,1 . PIm tell#§8008§ D SUBJECT TO i TED :nECKED AND CONDITIONS i BELOW:mmout •m, ty {,f?B!694[:1 CDO INTER:OR '' ! 1 ' O NOE) 24.-7 3 ,-ONS/MODIFICATIONS -- O ALL ¥·.1 94.k ·e....4 :'CH EXISTING O SCRE EU:6.G flo.-t ic 1 0 SUBUT LANDSCAPP PLANS te No. C58724 1 '44) CONDITIONS:Exp. 3-31-15*,L- '1, "11,1 1111,111,1, 1 11'L"L,11 L .1 m L 112» EANTA -H,„„11 1 1111,111. -,<4,2.- .(1 1111 11rll 1 1 1-»,t., _,i:/I/iummm 1111,mmil„111,1 1 | · Date1 111 nIm.#11 lili, 11,1 ....1,111,1,111,1,1,11 1, 'v,Ww. Loyd W MartiA JEEm I m'* 1*,; Rev Solar Structures Engineering ' I 0( No-E-KiE#20, 1 4-723 Strygtural.Qnly-" ' ' *ft. 4 7. 25£.»42-d »OF CA\.\1 . hol¢tp ppiml!!§@f %8'BW .proyf, C-77-2034921 9 i,·,i 11,1,1, rrill'Illl m,1,1 11111!limil lilli m 24 4 833%\ -- =..3 1 9 mil 1 Ave *- W Se®(strom Ave_ 44- W Se*fatryrfi-AVI . - - W .Seg¥*Oril AVE . - - -W Segerstrom- Ave - * Segerstiom Ave W Segerstrom_ke.- iN S@ge-rstrom-AG@ - --10/ Segerstrorn.Av.e.. - W Segei strom Ave *- _„W S€gelstrom Ave :i 0 Googk8 1,209 1+ Drawn By: Sunny Date: 05/12/2014 Sheet: 00 PV-1 8 L.. 71 TITLE SHEET Map date®2014{300gle Temis Privacy Acportaproblem 50 ft• i Scale: 1" = 10'r (E) 100A Main Service Panel .. 17 (N) 3.8 kW PV Inverter ARCHITECTURAL STRUCTURALACCEPTED FOR CONSTRUCTION 1 Conduit run 31/2" above roof = (E) 2 Story SFD 1 ' \ 1 /SEPARATE PERMNS ARE REQUIRED FOR ; •L#CTRICAL, PLUMBING & MECHANICAL PLAN'1 Thi set of plans and specifications must be kept on the jo.; at lail times and it is onlawful to make any changes w aliprations on same without written permission from the,c Clly of Santa Ana. 1 Th acceptance of this plan and specifications SHALL NOTbe beld to permit nor be an approval of the violation of any i, pro*ions of ANY City Ordinance or State Law. ; Acce ed By Date-- CITY O TA ANA Date Iss d So-uth Rene Drive (N) PV Array: 16 270W PV Modules Driveway | PERMIT TYPE: /%[DE PEAR?lik"-7 -·, LOU 0.. 4 (D MECH GRAD. Co n. OCC. -....+ .C LL GROUP___ 0 CS? CONSTR. £5 c M 2- \43 RevCODE EDITION- 061 .. - I Dal FLOOD ZONE__ 4 ola 1 : FLOOD ZONE CERTIF. REQ'D YES N\ /*946-_w. -D?*A , MICROFILM 1 NO 1 Exp. 3-31-15 7 . //6'40-013.\ #ANo. C5872 1 2 RAD/ANT BARRIER @ RORE- YES NO 9,6€/VIL»/5/ 2 5 =1RESIDENTIAL DEVfhEE CO SCHOOL DISTRICT /<T=* 195 YEs Bki/ i Solar Str,•-•·www. Loyd W Martin .rn,- + .-0,c urive _ -,culrICal Contractors APN 12025 Vose St. #6 North Hollywood, CA 91605- Santa Ana CA 92704 140-242-10 C-10 #9229go Reverse Tilt Side Elevation Scale: 1/2" = 1' 4 Modules titled to the south PV Module 1. -ProSolar RoofTrac - 15° -AnScale: 1/4" = 1' W Eg - ProSolar TiltLeg¢ (D CD (D CO 9><r CD (D (D (D -XF - ProSolar FastJack O " - g < 3 Rucft -0 2x6 Trusses @ 24" OC CD 0 0 <D ¢ m C. (D 0 (D 4 b Roof Attachment Typ. r -C a,-3 CE to b @ . 2x6 Trusses @ 24" OC =,- - 92-r- QUIREO[ MANIO* rt t #0 "Oplf Reverse Tilt Rear Elevation Scale: 1/2" = 1' (1) 2 ...8 06 2 cv @fm,§§10 6- CD PV Module PV Module ProSolar RoofTrac Rail ProSolar Tilt Leg E N o Ir C C C) !110 .91# / 2 0 0 10 Law, / at :3 0/ 2--7-5 2=7 67/ ri C a) 00. < =-9*0*1_ 0 ./9 05 m - i...CD -J 4 (Dc (V Cin 1r 1-1 , ProSolar FastJack H. < C\1 0 ::",,i":,;, \4/Rev Date (D (D CD \ f 4'-0" 4'-0" il (D m (D 0 (1) CD 5'-4" , Installation is 289 fF. One Module is 18.04 ft: One Module is 46.7 lbs. Weight of Racking is 6 lbs / Module. Load of Installation is 2.92 lbs/fe. Roofing Material is Composite Shingle. PV Roof Attachments are QuickMountPV ClassicComp. PV Rails are DuaIRack Rail Standard. Max Rail Span is 4' OC between Roof Attachments. QuickmountPV Classic Comp Standoff Detail Scale: 3" = 1'- 1.-Foot Roof Penetration sealed with Sonneborn NP-1 Sealant QuickMount PV c Flashing \f J.QuickMountPV Standoff Sheathing 5/16" x 6" Hanger Bolt Framing Member -min. 2.5" embed into Framing Member E Tl 4'-0" /?ROFESS/04%> .W· 46, <0 2 0 52 No. C58724.58 * Exp. 3-31-15 * d. 0/V \\. 02TEOF CAL\de. www. Loyd W Martin .com Solar Structures Engineering #2014-723 Structural Only 0 ( No. C 58724 g A »Ahir)*Drawn By: Sunny Date: 05/12/2014 Sheet: PV-3 MOUNTING DETAILS 1 1 \1/ 1 Modules: 16 SolarWorld SW 270 Mono Black (240.2 W PTC) 1 String of 10 Modules on MPPT1 1 String of 6 Modules on MPPT2 PV Conductors are UnGrounded Modules and Rails are Bonded with ILSCO Lay-in Lugs Grounding System 3 #10 THWN-2 Cu (HHN)CD 0 0* /1 #8 THWN-2 Cu (GND)m u, ® b 2 #10 PV Wire Cu (+,-)2 #10 THWN-2 Cu (+,-)v k U)= Nin min 1/2" EMT1 #6 Bare Cu (GND) 1 #8 THWN-2 Cu (GND) 4 #10 THWN-2 Cu (+,-)%€5 28 in free air in min. 1/2" EMT /1 #8 THWN-2 Cu (GND)E E LO I / in min. 3/4" EMT -3Eg-20 0 9---------------- 4127-- A ALEZY 08023Service is 100A 120V/240V 1 *3W 0 0 U: 0 AA 0-0--0 1 00 ,11Yb"-7 (\1R ' rt - 1 E <60- EN 000000 J-Box a p©0 00 * 1 --1 --020 A-UX Ef " 1 0-il" 99- IJ /;4 F 19 2.02 #10 PV Wire Cu (+1-) V = 1 #6 Bare Cu (GND)-4 -J-Box (E) 100 A Main Service Panel in free air Backfed Breaker attached at =C CV (N) PV Inverter opposite (load) end of - - Power One PVI-3.8-OUTD-US-A 240V Busbar from Main Breaker 0 (D < 16 A Max Current 95.5% CEC Eff.1E l No. C 5872• 1 b SgO Ck*\*---- 3.*f E -2 of gModule and Array Ratings: 0 6 Modules) 1 Inverter Ratings: ' PV Module Ratings: (STC)MPPT 1: (STC)MPPT 2: (STC)Make:Power One 42>.:. Ctv Make:SolarWorld Series: 10 Series: 6 Model:PVI-3.8-OUTD-S-US-A 240V 2 05 mModel:SW270 Mono Black Parallel: 1 Parallel: 1 Max Input Current:25 A CD - Imp:8.81 A Imp: 8.81 A Imp:8.81 A Max DC Voltage:600 V Vmp:30.90 V Vmp: 309.00 V Vmp:185.40 V MPPT Min Voltage:120 V ISC:9.44 A ISC:9.44 A ISC:9.44 A MPPT Max Voltage:470 V voc:39.20 V Voc: 392.00 V voc:235.20 V Max Power (AC):3800 W 9-22t 1- < 044 (nPmax:272 W Pmax: 2722 W Prnax:1633 W Nom. AC Voltage:240 V %Voc / °C 0.30%Record Low -6 °C Max AC Current:16.00A Ac#--f* ) Rev Date PTC Watts 240.20 W CEC Efficiency 95.5%lic, rniSER:X Illul NO·20]1 iard & 42 690.53 Label For PV Disconnecting Means MPPT 1 Imp:8.81 A(Module Imp) x 1 Parallel Strings Vmp:30.9 V(Module Vmp) x 10 Modules in Series VOC:392 [Array Voc] + (0.003 [%Voc/°K] x (25°C - (-6°C) [Record Low]) x 392 [Array V04) ISC:9.44A x 125% x 1 Parallel String(s) //2,-99 11 11.80 A <No. C58724 'Imil VS-Of C_57 690.53 Label For PV Disconnecting Means MPPT 2 , *< Exp. 3-31-15 * Imp:8.81 A(Module Imp) x 1 Parallel Strings 8.81 A » C C IV\\- Vmp:30.9 V(Module Vmp) x 6 Modules in Series 185V voc:235.2 [Array Vocl + (0.003 [%Vod°K] x (25°C - (-6°C) [Record Low]) x 235.2 [Array Voc])257 V 42<OFCALIFI ISC:9.44A [Module Isc] x 125% x 1 Parallel String(s)11.80 A Conductor Sizing Calculations Max Current Calculation: Run 1 Max Current Calculation Max Current 1 Length PV Source Circuit 9.44 A 9.44A x 1.25 x 1.25 =14.75 A 30 FT Inverter Output Circuit 16.00 A 16A x 1.25 =20.00 A 10 FT Voltage Drop Calculations Q/kFT Calculation 1.29 9.44A x30 FT x2x 1.29 0/ 1000 FT / 309 V= 1.29 16A x 10 FT x2x 1.29 0/1000 FT/ 240V = Vdrop 0.24% 0.17% www. Loyd W Martin .com Solar Structures Engineering #2014-723 Structural Only Conductor Ampacity with Condition of Use Derates Current Carrying Specified Drawn By: Sunny Date: 05/12/2014 Run Ambient Temp °F Conductor Conductor Calculation Max Ampacity OCPD Sheet:V S PV Source Circuit 141-158 4-6 #10 THWN-2 40A x 0.58 (Amb. Temp.) x 0.8 (Raceway Fill) =18.56A NA Inverter Output Circuit 123-131 1-3 #10 THWN-2 40A x 0.76 (Amb. Temp.) x 1 (Raceway Fill) =30.40 A 20A P#-4 ELECIRICAL DRAVOING ==9 -1 8.81 A 309 V 428 V WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE WARNING: DIRECT CURRENT PHOTOVOLTAIC POWER SOURCE DISCONNECT DC Operating Parameters:A Max. System Voltage:419V Maximum Current:11.13A Rated Vmp:321 V Rated Imp:8.42 A DIRECT CURRENT PHOTOVOLTAIC POWER SOURCE DISCONNECT At each junction box, combiner box, disconnect, and device where energized, ungrounded circuits may be exposed during service: (NEC 690.35(F)) WARNING ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. This Service is fed by multiple power sources. Disconnect all sources prior to servicing this equipment. Generation system AC Disconnect is Interconnect Breaker. OPERATING VOLTAGE = 240 V MAXIMUM CURRENT = 16 A No. C58724 4 \* Exp. 3-31-15 // 41€GM23:;>' DC Operating Parameters: Max. System Voltage: Maximum Current: Rated Vmp: Rated Imp: W. 411 X 251 V 11.13A 193 V 8.42 A Signage: Signage material shall be reflective, weather-resistant material suitable for the environment. All signage shall fall within the format: White Lettering on a Red Background Minimum 3/8" Letter Height All Letters Shall be Capitalized Arial or Similar Font, Non-Bold On Main Service Disconnect: Sign may be placed within the main service disconnect. The sign shall be placed on the outside cover if the main service disconnect is operable with the service panel closed. "CAUTION: SOLAR ELECTRIC SYSTEM Notes: 1. Utility is 120V/240V 1 03\N. O 0 2. PV System is Utility Interactive. 0 - 3. Inverter is fully compliant with NEC 690.61 R zg! concerning Lack of Interactive System Power.0- N 4. All PV system components shall be listed by a 8 <6 recognized testing agency.m " 5. Wiring material shall be suitable for the sun exposure and wet locations. 6.Where the terminal of the disconnecting means may 4 be energized in the open position, a warning sign shall be mounted on or adjacent to the disconnecting means.(1) The sign shall be clearly legible and have the following 06 >CD words or equivalent: "WARNING - ELECTRIC SHOCK HAZARD, DO NOT TOUCH TERMINALS. TERMINALS E I a u ON BOTH THE LINE AND LOAD SIDES MAY BE (0 0 04 ENERGIZED IN THE OPEN POSITION."C cou 7. Signs shall be posted adjacent to each PV disconnect .2 (D (Dand inverter to indicate, "Photovoltaic System". 8. All PV modules and associated equipment and wiring material shall be protected from any physical damage.c (1) Uj <1 9. In one- and two-family dwelling, live parts in PV .59 CE cr source circuits and PV output circuits over 150 Volts to L CD 4- ground shall not be accessible to other than qualified (1) c (\1 C persons while energized.li c o 10. All field installed junction, pull and outlet boxes 1-<C\'U: located behind modules or panels shall be accessible Rev Date directly or by displacement of a module(s) or panel(s) secured by removable fasteners. 11. Pressure terminals tightened to the recommended torque specification 12. Crimp-on terminals listed and installed with listed crimping tools by the same manufacturer. 13. User accessible fuses in "touch-safe" holders or capable of being changed without touching live contacts. 2 www. Loyd W Martin .com Solar Structures Engineering #2014-723 Structural Only CONNECTED" On DC Conduit, Raceways, Enclosures, Cable Assemblies, DC Combiners and Junction Boxes: Markings shall be placed every 10 feet on all interior and exterior DC conduits, raceways, enclosures, and cable assemblies, at turns above and / or below penetrations, all DC combiners, and junction boxes. "WARNING: PHOTOVOLTAIC POWER SOURCE" |REI No. C 58724 6,1(*322!.'Til)«OF-CAL\F¢*Drawn By: Sunny Date: 05/12/2014 Sheet: PV-5 NOTES AND SIGNAGE V V -- LL.1 2 2 5»23,Sunmodule/plus sw 270 mono black Sunmodule/plus SW 270 mono black -00*E™C - i u N 2% HI@ 0 -0-1 TUV Power controlled: ** TOVRheinland Lowest measuringtolerance in industry Every component is tested to meet 3 times IEC requirements Designed to withstand heavy accumulations of snow and ice Sunmodule Plus: - Positive performance tolerance 25-year linear performance warranty and - 10-year product warranty World-class quality Fully-automated production lines and seamless monitoring of the process and material ensure the qualitythatthe company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. 25 years linear performance guarantee and extension of product warrantyto 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in the course of 25years, a significant added value compared tothe two-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.solarworld.com/warranty www. Loyd W Martin .com Solar Structures EngineeringMADE IN USA #2014-723 Structural Only solarworld.com 00000·* 1 *1 1,t ..00Qualined. IEC 61215 ' /\ 4 · Ammord' reilitance 4 2223 (:ft):EC=.- -RFORMANCE STED s5ALI M]St-SIS]AN; PNOTOVOL.rAIC PRODUCT UL 1703 C€ E Certmed 1SO 9001 ISO 14001 SOLARWORLD We turn sunlight into power. m j d= bN -c r.,J Cotz;f0 0 01 0 1 PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)*PERFORMANCE AT 800 W/m; N OCT, AM 1.5 (00-ZO Maximum power Pm-1 170 Wp Maximum power Pm 199.4 Wp Open circuit voltage V 391\J Open circuit voltage V 35.5 VOC Maximum powerpointvoltage V 30.9 V Maximum powerpoint voltage 4 18.04 mon -6 NR L ErShort dicuit current 1 9.44 A Short circuit current \ 1.63 A SC Maximum powerpoint current \8.81 A Maximum powerpoint current \7.12 A mnp mn,A <6 1'STC : 1000 W/m; 25'C, AM 1.5 Minor reduction in efficiency under partial load conditions at 25'C: at 200 W/mi 100% (+/-29,) of the STC efficiency (1000 W/m2) is achieved.1) Measuring tolerance (1)traceableto TUV Rheinland: 4- 2% (TUV Power Controtled}.09 1 COMPONENT MATERIALS THERMAL CHARACTERISTICS ·RCells per module 60 NOCT 48°C Cell type (1) 2 mo Mono crystalline LAA TC IK 0.004 %/K Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) TC -0.30 %/K Front Tempered glass (EN 12150)V.90§ TCP,-0.45 %/K Frame Black anodized aluminum 06 2 N 'm Operating temperature -40°C to 85°C Weight 46.7 lbs (21.2 kg)1- CD SYSTEM INTEGRATION PARAMETERS (0 0 a) <1 1*1000W/mp Maximum system voltage SC It 1000 V Max. system voltage USA NEC 600 V 800 W/m' Maximum reverse current 16 A Numberof bypass diodes 3 2 1: a: 2 E 600 W/mi UL Design Loads*Two rail system 113 psf downward m"/AX64 psf upward 8 400 W/mi 170 psf downward .2 05 m-4 UL Design Loads*Three rail system 0 -64 psf upward il. 200 W/ma -9 113 psfdownward .CNC 100 W/mi IEC Design Loads*Two rail system 50 psf upward -C C e co · Please refer to the Sunmodule installation instructions forthe details associated with these load cases.1- <C\IU)e Voc Module voltage [V]Rev DateADDITIONAL DATA Power sorting;-0 Wp / +5 Wp*X i i ,-Box IP6537.44 (951) _CD - Connector MC4 11.33 (288)Module efficiency 16.10 % Fire rating (UL 790)Class C 41.30(1050 1--I.41 VERSION 2.5 FRAME 2 · Compatible with both 'Top-Down" 1Version - and "Bottom" mounting methods E 2.5 frame „1 65.94 (1675) -bottom r, O)· *Grounding Locations: C mounting - «corners ofthe frame 83 holes -4 locations alongthe length ofthe moduleinthe extended flanget E 0 Drawn By: Sunny Date: 05/12/2014 -- 1.22 :31)39.41 (1001)<M No. C58724 lm)) (* E... 's-SH/</,©Sheet: «* Exp. 3-31-15 *%ft\dil,·,9f PV-6 1All units provided are imperiaL SI units provided in parentheses.- EQUIPMENTUG \C/v\\- 1 )/ solarWorld AG reserves the right to make specification changes without notice.SW-01-6024US 08-2013 DATA SHEETS ll 1.34(34 ill 6 x 4iI-4.20 (107)'(me-6 geOFESS/0442 LO 0 CD 0,) 0 O 1 0 CD Fillww'.1-1'7Iki ' £1 M EMBER OF TNE,AB@ GROUP PVI-3.0-TL PVI-3.6-TL 1,11,1,1,1,111,11'*11,1,111,1111,11 1 '1 . UmUI'*,2!29""„. i l,Am„„„,„, „„„10,1,1,11,1Vlfl !"'""M'"'' t ,Ati m„„,„ „ 6;,;i„;Al,ililll111111:Im!!11!E'!'9!'!"""""'9 1,Wli, i , „„,i,,hri, Ii,IMI, 1,11!"411"'T, '!1"""""93 , 5. ,„,„;,i„ „6„„„„„,„i„,1,11,Ill,Iltllrlll"" 2 "2'!"M"""'": ,N,2 v i, i,„„,„i,ii,i,„„„„i,11,11,1 Ibll,"11!1"'"!!'!'2"""'•"'"", a M„,i,.„,ii,i„, „,i„„„„,i„„, M„*m-Kmme<, :Wim .Imi#mi.2,48."'""""".'!"I!"llill'llill,i,-I · ·· · '-'--m,M- *r'vi-*mmi.Imi-IMI,.;4§·E:NiER:A,44@EO€MRMONS«Tral"?,T»*12,17 0-**m·,7,99=:ru.€1=r 0 PVI-3.8/FLI ; 1=119 JEZi,'41 6; FanS emr]I!!I#3 [PdO€ijHEI,![,E®4lF> 0-D',':€UYWilll£[iH![§,f (10[63£0'BKEFI-,ill,lb (f?,lk'ibil.gli@kdl# F:. 1111111 - 1111111£.1 111 lilli No®inal Output Pow@r -w 3000 3600 _ 3300 ' 3800 -4200 , Maximum Output Power ' W ' 3000 33002 33002 3600 '4004 4000'3300 4200'4200'4200 46001 46* Rated Grid AC Yal€age V * 208 240 177 208 240 277 208 ,240 277 208 240 ; 277 14?EM(£01?195) -- .--__ _------ . , Numberoftndependent MPPTChannels 2 : 2 2 2 . Maximum Usable Power for Each Channel W 2000 - 1 ia 1 ie ga Absolute Maximum Voltage Wmax) V 600 Start- Up Voltage (Vstart)V 1 200 (adj 120-350 1 Full Power MPTVoag€Rang, .,. .. ::-- i- . .V „.... - .. " )6*5.30.. "' " i* . "' ,3 ?0.·.?10 1 1,8-530 '- - I " - -140-5i6 Opeiating MPPir *ltage Rang e V 0.7xVstart·580 (>= 90V) Maximum Current {ldcmax'} for both MPPT in Parallel A 20 32 ! 32 32 M,Nim'I•i I.414'PIP Clt••p.•i• r•i,rh•M€e!.3 A 19 1 16 i 10· =.1 10 ' Maximum Short arcult Current Llmlf perehannal · A ii.F'-' ' t. 1 383 ' --' i-- - 363 ' ; 'i ' '*"f63 " " "' . Ill.''U ' , , r IN6mber ofWIre labding,Terminals Perthannel , 2 paifs , ,- , 11,111•1•-·•,- 4---- ·- -r•' 1'•!•'111,•1 9•11- i.•, ul'•,in.i i.•4! •A'i ,•1%WIWA 1/L ·- .. .- -„. 4, „1,0 A7,'M, #2 1%1%%,WN,%#iWN A, NamMAML¥m.TD LL„ - -I 0bba„A'i'Mle,0 b' 10,1,1,1,i •,• A"•' ,•'11,A,1,.1,011.11111111 lilli W..lit·al- A . ' ' R Grid Connection Type ' , 10/2W J Spht.0/3W 162¥/ 10/2W i Zil ' 10/2W ' 10/2W Split- 10/2w , 10/AE Zit i 10/2W0/3W AdjutableVoltige Rangd (Vinib-Vinax},V 183-228 211-264 24+304 183-228 ! 211-264 244-304 .183-228 • 211-264 244·304 183-228 211-264 244-304 Th¢ Aibst do,kimori residen-tiali'Averter is the ide#kiie foran average- - .*zed f*hily home. This family of single-phase string inverter gompldtnents the typic@ njumber of -rooftop solar panels, allowjng home-owners to get tfie most, efficient energy har,>esting for thep 'size of the propertg. This rliggidoutdoorinvertek has been designed asa completely se-aled unit to withstand the harshest environmental - conditions. Grid Frequency *djus-66!76(id ·i46#n*)*ge , _'.tk..»fPower Factor Grid Wiring Termination Type [protettion Devices. Input 1 Reverse Polarity Protection - .Overvoltage-ProtyctionType _. .. _. ;._.........-..... PV Array Ground Fault Detection#/4 Anti-Istanding Protection._ Externai AC OCPD Ring Oper-YE!9ge Protection.T!;pe -" __--- tE-*diencyj - -_ --_ _---- One of the kdy benefits bf tha Uno family of single-phdse inv-erters - is the dual iFiput section to process two strings with indeper-dent MPPT especially usefdl for rooftop ins,tallations with two different, drjentatidns (ie East and West) The high speed MPPT offirs real-time -'' power trackingand improyed enemy harvesting. - r-, The transformerless 6peratioh gives the highest efficiency of up to 97.096. Ihe wide ioRut voltage range m@kes the inverter suitable td Jow,pow?,r,initallations witjjted.vc-ed ¥tj.fig kize. **01117@5 , - e: Each inverter is set on specific grid.codes which can be selecied irrthe fild .E€03,2*3 60 57-60.5 14.5 1 143 i 12.0 1 17.2 1 16.0 i 16.0 , 16.0 1 16.0 : 16.0 1 20.0 1 20.C > 0.995 - <2 Terminal block, Pressure Clamp AWG10 - AWG4 Varistor, 2 for each channel Pre start-up Risoand dynamic GFDI (Requires Floating Array5) Meets UL 1741/IEE1547 requirements ..2 - 20 -i" 29 - a._L_-20 -_ 25 - 25 Varistor, 2 (6 - U / 6 - G) Maximum Efficiency CEC EfhclencyE"--* t9*€01#¥ PeH¢ridiet . , .% .14:221 - Nightlime Consumption Stand By Consumption [go.*R»uoiot{#ni_ - - .:- ' -- I User-Inieda©e , Remote Monitoring(lIRS*85'incl.) Wired Local Monit6ring (lxRS485 ind.) Wireless local Monitoring EAW,6nmeAtiC -L ·-1 . -f - AmbientAir OperatingTemperature Range : Ambient Air Storage Temperature Range .':IJ,r %. l,10.t Relative Humidity Acoustic Noise Emigion Level Maximum Operating Altitude without Defating 1 - ., 1 Mechaniul Speclf<'dilbhs ' .EL . d 1. = .S$ I J Enclosure rating Cooling . -- - - Rimes,19.23..49:3.1€91 (DR 2i 1 36.6 06 .2 ™ n. 1- 0E /O CO O a, < 07 £ gco iny 3 CE Z 25 C (1) (/5 < Em - - .59 CE - al "tJu, if t..LAJ.. o Single phase output o Dual input dections withindepen'ddnt MPPT, allows optimal energy harvesting from two sub-arrays oriented in different direttions o Wide input range , e High speed and precise MPPT algorithm for real tirne power tracking and improved energy harvestihg o Flat efficiency clirved ensure high efficiency at all output levels ensuring consistent and stable perf6rmance across the entire input voltage and output power range - 6 Outdoor NEMA 4X rated enclosure for unrestricted use underany environmental conditions • Integrated DC disconned switch in compliance with International Standards (-S Version) i ' 9 RS-485 communication interface (for cornection tp la-pt6p or datalogger) - • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP • Integrated Arc Fault Detection and Interruption (-A Version) 96 96.9 97 97 j 9796 6.-0 - (Dc™c W•s I ··50.6 W. - I <8 1- < C\1 00 16 characters x 2 lines LCD display-- ----- -- ----- Rev DateAURORA-UNIVERSAL (opt.} PVI-USB-RS485_232 (opt.), PVI-DESKTOP (opt.) PVI-DESKTOP (opt 1 with PVI-RADIOMODULE (opt ) . - --------i- --13 to +140 (-25 to +60) with derating above 1-- - ¥PEI--2 ..„.-....._„.-Etal.MB?19.3-80).._ 96 RH 0-100 condensing...._ db (A) @lm _ _ *. - -.„_...--ad ft(m)6560 t2000) NEMA4X -in (mm) - Weight 1 Ib (kq) Sh!*ping-wi.ight... i ,4 4 . Mounting System Conduit Connections' DC Switch Rating·(Per Contact) ' 5afet, Isolation Level Safety and EMC Standard Safety, Approval Warranty - Standard Warranty ,ye.m GWZiW-i„aniy .years Elilable Modets . .. . ._·.--_ - _ _. -,__*,, - ,<.. ...: Standard - Without DC Swtich and Wiring Box Standard - With DC Switch and Wiring Box i With DC Switch, Wiring box and Arc Fault Detector 1 ' and Interrupter *Al] data i; subject to change without notice 'Capability enabled al nominal AC voltage and with sumcient DC power available 'When'equipped with optional DC switch and Wiring Box c 473 (213) )*\W.X.:-2.29*4 16C <60(27.0) ¤) . Wail 671(Gi . 0 trid-4-i&6-Rbi:-UES-i-i-7-2-1-82 w Weax 1-1/43 3 places side, fron4 rear)L Side: (2) plugged 3/4'openings, 12) Concentric EKO; 3/4; 1· -•4*=---81 Back:(4) Concentric EKOs 3/41 1' 25/600 ----- --- ------ - -- I --i - - 1 Transformerless (Floating Ardy) O0UL 1741, IEE1547, IEE1547.1, GA - (22.2 N. 107.1-01, UL1998 Ull 6998, FCC Part 15 Class B <CSAo Drawn By: Sunny 10 Date: 05/12/2014 6'&38 Sheet: PVI-3.0-OUTD-US 1 PVI-3.6-OUTFUS PVI-3.8-OUTD-US i FVI-4.2-OUTD-US ,. - PVI-3.0-OUTD-S-US !PVI-3.6-OUTD-S-US i PVI-3.8-OUTD-S-US |PVI-4.2-OUTD-S-US Py¥-7 PVI-3.0-OUTD-5-US-A ! PVI-3.6-OUTD-S-US-A 1 PVI-3.8-OUTD·S-US-A PVI-4.2-OUTD-S-US-A EQUIPMENT DATA SHEETS r13%. t 4 V 10 r", '0 , .. , .4 ..I \ ./. I .Fr .I ,/ t,%1 2622/ ,/10.0%034\?/ m Z lot8 0 4 U' K 1 * '34) -IS TEREL)11 1 1 0 €04-' U. 0> r<) 3/liz> 4 107< V / € 8-113=.1-/ , C/2 r•r,' :4 1. 1 V A...2> t. d /99330'Ba PROFESS, .%6