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10180968_203 N. WRIGHT - Plan
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.ADD.Worksheet PROJECT ADDRESS: 903 . A/· 6Uy;flh+ 9-6 ,SUITE:SAPIN # V USE OF BUILDING:RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK:NEW ADD ALTERIT.1.DEMO REROOF REPAIR SIGN MISC NEW/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) : // 45 300 4 8£)06 11/1.,DUR.bect fu ' '' .IM,>d . BUILDING OWNER'S NAME: i_/UGUS PHONE NO: 7,U -641 09-56 ADDRESS: Cl STAIE..ZIF-LOS 10 ' w r ; 9 ht St,Gl-66 271 70 1 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO: SL/n *ee.09> Grbv F.& 10&9705 q L B (04 6 7(W--61-4-*Eff ADDRESS:CITY STATE:ZIP:215 1 W (A 1044+ /24 96 c liz/ BvrL CA 9 15 2, C Sh:*-66- M,674>ra * WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LIC. #: /0/44/7914 Dry{00 1 01/1,4/»1 5 ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: 6) C € rpt'-.u-'>n ©C67656 -7 14 - 63 0 - 61/ 4 ADDRESS:CITY:STATE:ZIP-/ 1») . {U .4 -795h 'h 41_AJ/La(.uZ v·v-h 92+D-7 CONTACT NAME: Jona 6(n 471 C.6014 PHONE NO: 42,6 -300 -625 6 E-MAIL ADDRESS:dly- e-tee f©L.-)«961 (51/ , Cal» J l OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)one•PER BLDG. FEE $ OCC. GROUP:RECEIPT#P/C FEE PD $ TYPE OF CONSTR:VALUATION: $/5,00 0 SUBMITTAL DA 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 El Awnings M Canopy El Card readers U Ceiling work U Change of occupancy (use) E Disabled accessible (H/C) restrooms U Dust collector U Elevator shaft El Exterior doors or windows U Equipment pads U Interior demo U Kitchen equipment U Partition walls U Rated corridors U Rated shafts U Roof mounted equipment U Security bars U Screening for equipment U Skylights D Stairs U Storefronufacade improvements U Storage racks or shelving over 5'-9" U 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 Pobl/Spa Signs Spray booth Temporary power pole Trash enclosure Ahangian, Kathy From:Ahangian, Kathy Sent:Wednesday, June 04, 2014 10:08 AM To:'Jychu@truepowersolar.com' Subject:Solar panel Hi Johnathan, Plans for solar project on 203 N Wright and 2606 Deodar is approved and ready to pick up. Thank you, Kathy Ahangian Assistant plancheck engineer City of Santa-ana Tel: (714)647-5812 - * 4. t ML---**1 r=i__11 h 4, 11 be.Ar,]91* 1Jw'v. 1 $ I i i Pool 1201 N. Tustin Avenue 44[*11- engineering fnaheim, CA 92807 inc. Fax:(714) 630-6114 Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT Ron Lacher, R.C.E.14-0457 FOR SOLAR PANEL ADDITION n=L ) #e 416% A AT THE PEREZ SOTO RESIDENbEd 203 N Wright St Santa Ana, CA,92701-5127 FOR SUNBEES GROUPS DBA TRUE POWERQKA-...00,0 0 /TURAL STRUC 451 W Lambert Rd Ste 212 Brea, CA, 92821-3920 1 ACCEPTED FOR CONSTR I SEPARATE PERM;TS ARE REQL ELECTRICAL, PLUMBiNG & MICHA ' This sot of plang end spacifjoations must b ? '11 4 Arre nn,4 il h /;-Ltet,:fi,j (:A f.v:nka Reer/trons en flame without viritmn pern City 0-; 53nta. Ana. ft:3 20':optEnce of this .pkn c.:81 89(611!Cati C.: re:,5 t.3 permit nor be an eppmwal 01 thi Wovision: of ANY City Ordinance or State L DESIGN BASED IN ACCORDANCE WITH: 9 ..- ' r. C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS'L'.. -: A \ P:91*NAi [late 1 \ - 4 , \\ 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 1 of 13 ©Pool Engineering, Inc. 2014 (t -4,1. 11'-*ii it *4 22;11 1 .1· \¢34 »fo-ir-:44 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 2 of 13 ©Pool Engineering, Inc. 2014 111 pool dild-L engineering POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92701-5127 Date: 3/20/2014 Job# 14-0457 TABLE OF CONTENTS: General Notes 5 Project Data 7 Gravity Loads 9 Lateralloads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 3 of 13 ©Pool Engineering, Inc. 2014 3/20/20142:47 PM Page 4 of 13 \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 illl Pool ' dillit engineering - inc. POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92701-5127 Date: 3/20/2014 Job# 14-0457 GENERAL NOTES: 1) REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT, OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE AND/OR THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.WITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS ATTHEJOBSITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 5 of 13 ©Pool Engineering, Inc. 2014 3/20/2014 2:47 PM Page 6 of 13 \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx ©Pool Engineering, Inc. 2014 lili pool tldiLL- engineering - inc. POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92701-5127 Date: 3/20/2014 Job# 14-0457 PROJECT DATA: Proiect Location: 203 N Wright St Santa Ana, CA,92701-5127 Existing Residence: Roof Area:1250 W Upper Floor Area:NA Lower Floor Area:N/A Number of Stories: 1 Site Properties: Latitude: 33.746 Longitude: -117.85 Ss = 1.4653 (g) 0.2s Spectral Response Acceleration St = 0.5374 (g) 1.Os Spectral Response Acceleration Site Class: D (ASCE 7-10, Section 11.4.2) Fa = 1.00 Site Coefficient (ASCE 7-10, Table 11.4-1) FV = 1.50 Site Coefficient (ASCE 7-10, Table 11.4-2) SDS = 0.9768 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol - 0.5374 ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-4) Wind Speed = 110 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: PHONO SOLAR Model: PS300P-24/T Weight:2.92 p.s.f. (including mounting system) Installed Area: 229.98 ft2 Design Criteria: C.B.C. 2013 ASCE 7-10 Design Methodology: Per the exception in Section 3403.4 of the C.B.C. 2013: "Any existing lateral load-carrying structural element whose demand-capacity ratio with the addition considered is no more than 10 percent greater than its demand-capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition, will result in an increase of 10% or less of a demand in the existing structure. If ithe demand increase is within 10% of the original demand-capacity ratio, no retrofit shall be required. 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 7 of 13 ©Pool Engineering, Inc. 2014 +. 9 3/20/2014 2:47 PM Page 8 of 13 \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALG.xlsx ©Pool Engineering, Inc. 2014 illl pool diLL©engineering - inc. POOL ENGINEERING INC.By: R. McPherson Location: Santa Ana, CA,92701-5127 Date: 3/20/2014 Job# 14-0457 GRAVITY LOADS: Roof Dead Load (Existing): 4.0 p.s.f.Comp. Shingles 1.5 p.s.f.1/2" Ply. Sheathing 0.5 p.s.f.2x4 Rafters @ 32"0.c . 3.5 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.5 p.s.f.Misc. 11 p.s.f.Existing Roof Dead Load Tvpical Floor Dead Load (Existing - If Applicable): 7.5 p.s.f.Max. Floor Finish Weight 3.3 p.s.f.1 1/8" Subfloor Sheathing 3.4 p.s.f 2x Joists @ 16" o.c. 15.0 p.s.f.2x Partitions (finished) 3.5 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.3 p.s.f.Misc. 34 p.s.f.Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f.(Table 1607.1 of C.B.C. 2013) Floor Live Load (Existing - If Applicable): 40 p.s.f.(Table 1607.1 of C.B.C. 2013) Roof Dead Load (Proposed): 2.9 p.s.f.PHONO SOLAR PS300P-24/T solar panels and mounting system 11 p.s.f.Existing Roof Dead Load 13.9 p.s.f.Proposed Roof Dead Load Roof Live Load w/ Solar Panels (Proposed): 0 p.s.f.(Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load = (DLroof+LI-roof) Arearoof = 38750 lb. Total Proposed Roof Load = ( Dlproposed +LL proposed) Area proposed +(DLroof + LLroof) (Arearoof - Areaproposed) = 34823 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 = -11.28% Results: NET DECREASE IN GRAVITY LOADS ==> OK 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 9 of 13 ©Pool Engineering, Inc. 2014 111 pool diLL11_ engineering - inc. POOL ENGINEERING INC. By: R. McPherson, Location: Santa Ana, CA,92701-5127 Date: 3/20/2014 Job# 14-0457 LATERAL LOADS (Seismic): Seismic Design Parameters: 'e = 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor P= 1 Redundancy Factor Sos = 0.977 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) S[)1 - 0.537 Site Class: D Risk Cat.: 11 SDC = D ls Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) (ASCE 7-10, Section 11.4.2) (ASCE 7-10, Table 1.5-1) Seismic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) Base Shear Governing Equations: T= Ct (hn)X Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where:Ct = 0.02 x = 0.75 hn = 18.5 (ft.) Height to Highest Level T= 0.178 (s) TL = 8.00 (s) Long-Period Transition Period (ASCE 7-10, Fig.22-16) CS = (SDS|e)/R Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-2) = 0.150 Cs_max = (SDS |e)/(T R)Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) 0.842 (Cs_min)1 = 0.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) (Cs_min2 = 0.044 1 SDS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.024 (Cs_min)3 = (0.5 Sl |e)/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.041 Cs = O.150285 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 10 of 13 ©Pool Engineering, Inc. 2014 pool POOL ENGINEERING INC.By: R. McPherson diLLL engineering II Location: Santa Ana, CA,92701-5127 Date: 3/20/2014 - inc. / - Job# 14-0457 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k= 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) EXISTING STRUCTURE Level Story Height (ft)hx (ft)Story Area (ftz) Story Seismic Wx hx Mass (psf) k Wx hxk Iwi hik Fi(K)ViCK) Roof 16 16 1250.0 11.0 13.75 220 1.00 2.07 2.07 Upper 0 0 N/A N/A N/A 0 0.00 0.00 0.00 Lower 0 0 N/A N/A NA 0 0.00 0.00 0.00 Existing Base Shear = 2.07 PROPOSED STRUCTURE Level Story Height (ft) Story hx (ft)Area (ftz) Story Seismic Panel Area Mass (psf) (ft2) Panel Seismic VVX (k) Wxhx Mass (psf) k Wx hx Iwi hik Fi (K)Vi (K) Roof 16 16 1250.0 11.0 230.0 2.9 14.4 230.76 1.00 2.17 2.17 Upper 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Proposed Base Shear =2.17 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 = 4.89% Results:INCREASE LESS THAN 10% ==> OK 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 11 of 13 ©Pool Engineering, Inc. 2014 1111 pool POOL ENGINEERING INC. ' By: R. McPherson, ' d-11_111 engineering II Location: Santa Ana, CA,92701-5127 Date: 3/20/2014-- inc. / - Job# 14-0457 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: (Sec. 30.5. ASCE 7-10) V = 110 mph (basic wind speed) Exp. Cat.= C exposure category (Section 26.7, ASCE 7-10) A= 1.21 Adjustment Factor for Building Height (Figure 30.5-1, ASCE 7-10) Kzt = 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 8 =22.7 deg Area =230 sq.ft. Pret30 =31.9 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 Pnet = Al<.P net30 =(1.21)(1)(31.9 p.s.f.) = 38.599 p.s.f. (Pnetdesign -38.6 p.s.f. Design Wind Uplift Pressure on Components and Cladding (16 p.s.f. min. per Sec. 30.2.2, ASCE 7-10) Connection to Existing Roof Framing: FS= 1 (additional factor of saftey applied to withdrawal force) Atrib =17.1 sq.ft.(panel area tributary to each lag screw) D= 2.9 p.s.f.(panel dead load) W=38.6 p.s.f.(design wind pressure) Plag = FS*Atrib*(0·60-0.6W) = (1)(17.1 sq.ft.)[(0.6)(2.9 p.s.f.)-(0.6)(38.6p.s.f.)] = 366.2lb. (withdrawal force applied to each lag screw) DI Alag=5/16 in.(lag screw diameter) Dpen = 2.50 in.(lig screw penetratioh into existing framing member) W=266 lb./in.(lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50) CD =1.6 (load duration factor, 2012 NDS) Ct =0.7 W' = CD*C*W =(1.6)(0.7)(266 lb./in.) = 297.92 lb./in.(adjusted withdrawal value) Pallow = Dpin* W' =(2.5 in.)(297.92 lb./in) = 744.8 lb. Results:DEMAND = 366.2 lbs. < CAPACITY = 744.8 lbs. ==> OK 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 12 of 13 ©Pool Engineering, Inc. 2014 . Pool POOL ENGINEERING INC.By: R. McPherson d_dll[ engineering 1I Location: Santa Ana, CA,92701-5127 Date: 3/20/2014 - inc. / -' Job#14-0457 SUMMARY: GRAVITY LOADS:DECREASED BY -11.28% ==> OK LATERAL LOADS:INCREASED BY 4.9% < 10% ==> OK WIND UPLIFT:DEMAND = 366.2 lbs. < CAPACITY = 744.8 lbs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 64in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 3/20/2014 2:47 PM \\peanasv2\Pool\Projects Solar\2014\0457-14 Residential\14-0457 SOLAR PANEL CALCS.xlsx Page 13 of 13 ©Pool Engineering, Inc. 2014 4-0\Lf/) - 0 i /101 4 444-Ir940309- - (N)ROOF 3 5 PV MODULES , 1 \20; j,4 (141)1 0 ATTACHMENTS MODULE TYPE, DIMENSIONS & WEIGHT 1 / 1 (N)ROOF Y / 4 PV MODULES / (N)6 ATTACHMENTS·'[*ED.G.MAXD ™eROOF -l / , 2 PV MODULES / (14)4 ATTACHMENTS/ / @64"O.C.MAX / (N)J-BOX/ /1/134 1 2 MODULE TYPE=PHONO SOLAR PS300p-24/T a MODULE WEIGHT=50.7LBS J 62 O MODULE DIMENSIONS=77.0"X39.1" = 20.9SF 2 E O 0UNIT'WEIGHT OF MODULES=2.43PSF <W ROOF 1 PANEL WEIGHT PER ATTACHMENT=33.8LBS 1- m ZZ 0J ROOF 2 PANEL· WEIGHT PER ATTACHMENT=25.4LBS O co ROOF 3 PANEL WEIGHT PER ATTACHMENT=25.4LBS E)100A MAIN SERVICE PANEL 'D 8 (3) IECT ARCHrrECTURA*RperANliER-ITON ACCEPTED FOR CRN#'iW@TlNDUIT AC SOURCE-CIRCUIT T-BOLTNOTE: WIRING/CONDUIT RACEWA' WUdpAET&, pERMITERp ,HYX SOLAR PANEL-BERNEEN " TO 3" ABOVIE THE RC(§;Ef€#CAL. PLUMBiN,i1 This set of plans and specifications must be kept on the jot·at all times and it is unlawful to make any chances 01 1 f ROOF PLAN t alterations on same without written permission from the i City of nta Ana.PV-21 SCALE: 1"=9;AccWplance cf this plan and spocit!cations SHALL NOT be held to permit nor be an approval ot the violation of any '-164" S.S. HEX1 provisions of ANY City Ordinance or State Law. 6-4-- 14 HEAD BOLT W '-16 ARRAY & ROOF INFO Accepted By --F L nAte- -FLANGE NUT CITY OF ALUMINUM PIECE, t. NTA ANA /MID CLAMP $2 10 OR END CLAMP Wi*f 000 SOLAR MOUNT RAIL 1 iii f OOT JN!LF ROOF TYPE- COMP. SHINGLE Date Issued - _ -HINGLE 4clROOF FRAMING- 2")(4" RAFTER @32' U.C.-- PER-=TTYPE:d*EC™:YWOODi 3 LROOF SLOPE- 36°MECH GRADINC PERMI#. \Dj 10 9 6 5 ./-A---- 1- - -7 ROOF 1 AZIMUTH- 270°ROOF 3 AZIMUIVE &1 - tif x 33" LAG BOLT ROOF 1 PANEL AREA- 84 SF ROOF 3 PANE L AREA-455 81- 09 ROOF 1 FACE AREA- 238 SF ROOF 3 FACE RWEEiESF + -cBNaM IN.-PENEIBATION % COVERAGE- 35% %COVERAGE.gRPREDITION (De, c_ <31.01/3 -2"X4" RAFTER@32"O.C. FLOOD ZONE ,FLAT FLASHING ROOF 2 AZIMUTH- 180° ROOF 2 PANEL AREA- 42 SF ROOF 2 FACE AREA- 360 SF % COVERAGE- 12% is 12 CONNECTION DETAIL Es PV-# ES - 12 /-1 18 Kil ES«- | FLOOD ZONE GERTIE REQ'D YE MICROFILM YE PADIANT BARRIER @ ROOF YE RESIDENTIAL DEV. FEE YE @CPKX)L DISTRICT Yl 1/ SHEE-LA*VIEWD for f m eto structur4141bul#tions 11/2 \ 1-m W SYo® L. Lache, R.C.E. 67656 O<w n O af X_pool Engineering, Inc. PV 2 .... 40 V 0-1 \ Le - 0101 4 A 8 9-03 0 REQUIRED SIGNAGE 1. LABEL FOR JUNCTION BOX: 690.35(F) WARNING! ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 2. LABEL FOR SOLAR AC DISCONNECT: 690.53 OPERATING CURRENT:11.0 A OPERATING VOLTAGE: 240 VAC MAXIMUM OUTPUT POWER: 2.75 kW 3. PROVIDE A PLACARD WITH THE FOLLOWING WORDING IN 3/8" HIGH LETTERING LABEL FOR SOLAR AC DISCONNECT: 690.17(4) WARNING! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 4. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2) SOLAR AC DISCONNECT THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 7. ON ALL INVERTER AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR CIRCUIT MARKING SHALL BE PLACED EVERY 10 FEET AT TURNS AND ABOVE AND/ OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. ELECTRICAL CALCULATIONS OPERATION VOLTAGE= 240 V OPERATING CURRENT= 11 X 1.0 = 11.0 A MAX PV VOLTAGE & CURRENT CALC'S MAXIMUM AC OUTPUT POWER: 250 x 11 = 2.75 kW AC CONDUCTOR AMPACITY CALC'S ROOF CONDUIT AC CONDUCTOR AMPACITY CALC'S WALL CONDUIT # OF INVERTER: 11 7 01 EXPECTED AMBIENT TEMP. (°C): 31 .22 TEMP. CORR. PER NEC TABLE 310.16: 0.96 :5% 900CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 SU) 2 # OF CURRENT CARRYING CONDUCTORS: 2 U) ac Q 0- U.1 LL CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 Re %:5 nacrwaCIRCUIT CONDUCTOR AMPACITY: 40A 5(LUCL- REQUIRED CIRCUIT CONDUCTOR AMPACITY F LU H- I PER NEC TABLE 690.8(B):03040 OU)091-a1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25 x 1.0 x 11 = 13.8A DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: - TEMP. CORR. PER NEC TABLE 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 * >20.96 xlx40= 38.4A > 13.8A O.K.mg 20A PV BREAKER WILL BE PROVIDED * < -1 of U) BACKFED 120% RULE PER NEC 690 00 120% x BUS RATING >= MAIN BREAKER + PV BREAKER 120% x 100A >= 100A+PV BREAKER PV BREAKER <= 20A 20A <= 20A O.K. 2 5. LABEL POINTING AT OR AT PV BREAKER INSIDE MAIN SERVICE PANEL: 690.64(B)(7) WARNING! INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE # OF INVERTER: 11 EXPECTED MAX AMBIENT TEMP. (°C): 53 TEMP. CORR. PER NEC TABLE 310.16: 0.76 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 # OF CURRENT CARRYING CONDUCTORS: 2 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1.0 CIRCUIT CONDUCTOR AMPACITY: 40A Iii 0 WSITE PLACARD =N%0* 2 (5 #E CAUTION £30-3,<9 W 00 · < 0POWER TO THIS BUILDING IS ALSO SUPPLIED -DZI-- FROM THE FOLLOWING SOURCES WITH :ms/F 0.-,CNCO S DISCONNECTS LOCATED AS SHOWN: FIRE DEPARTMENT REQUIRED SIGNAGE 6. THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT(NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 690.8(B): 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25xl.Oxll=13.8A DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: 4 41/1 / F I lit' 11\ 71 AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR ELECTRIC SYSTEM CONNECTED TEMP. CORR. PER NEC TABLE 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.76 x 1.0 x 40 = 30.4A > 13.8A O.K. 10 AWG WIRE IS O.K. f 11 1. SOLAR PANELS 2. SOLAR AC DISCONNECT 3. 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WRIGHT ST SANTA ANA, CA 92701 (714) 647-0856 DRAWN BY: CSLB#: #970591 (B, C46) CONTRACTOR: SUNBEES GROUPS INC., DBA: TRUE POWER SOLAR 451 W. LAMBERT RD., SUITE 212 BREA, CA 92821 T: 714-676-8888 unvul,wil , u 1.61-v i nvw L rv j WIRE/CONDUIT SCHED JLE t MODULE SPECIFICATION TAG DESCRIPTION CONDUCTOR TYPE/SIZE CONDUIT TYPE/SIZE NOTES PHONO SOLAR MODELNO. PS300P-24/T PROJECT SITE: JESUS PEREZ 203 N. WRIGHT ST SANTA ANA, CA 92701 (714) 647-0856 PROJECT SCOPE: RESIDENTIAL SOLAR ELECTRIC SYSTEM 11X300W ROOF MOUNTED PV MODULES SYSTEM SIZE: 3.3 kW DC STC ARRAY AREA: 230 SF (E)ONE-STORY HOUSE k- PROPERTY LINE I CD E R 0 / U (N)ROOF Y z -J 4 PV MODULES A f 0 a. (N)ROOF y' ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2013 CA BUILDING CODE 2013 CA RESIDENTIAL CODE 2013 CAMECHANICAL CODE An.n nA 1--1 r-nvAI4L954Adfhv--= SHEET ORDER PV 1: SITE PLAN, VICINITY MAP HOUSE PHOTO PV 2: ROOF PLAN, SECTION DETAIL PV 3: ELECTRICAL LINE DIAGRAM ''mi#Z:AND NOTES 5 11ZU 10 UA CLCU 111'91!03,L,WL]&9=U U .EIVE eu: In gU. A- 1.1-1 w 2013 CAFIREE_223#NG DIVISION PV 4: REQUIRED SIGNAG U)%3< W 2.3 0 LU 1- MASTER I. D----=ellMEL_ELECTRICAL CALC TIO 2 5 2014 ZZE#:f ODHGH OCDO=-00 City of Santa AnaPLANNER---12£DATE__.j PROJECT SITETRANSFERRED BY _ DATE --- f ,amscj tr- -9%ROUGH __ 8MAL_*_ NONE___PLANNING INSPECTION REQUIRED:0 cciNAME -- 0 .0 S Motel 6 €RETAIN PLANS FOR FUTL h REVISIONS 14 Satud Clinica Santa Ana ts *MI Medica de a b:25 SUBJECT TO ITEMS CME,*ED AND CO'trft'S Santlr e Fl3ELOW:00 O INTERIOR TI OUDY .-r -0 - - EmothtO NO EXTERiCR.ALTEMAT}ONSANODIFICNINONS FOneria del tiA O ALL WATERI,4LS TO AWCH EXISTING ®O SCREEN!]NOi712*347*ED O S JBMJT 1.4#DeCAPE PLANS A ,2 VICINITY MAP - 377 CONDITIONS: '*AN 45144.PV-11 N #2! PROPERTY LINE PbAW'lf -..1-WgiN fri W W NQO,O E)100A MAIN rl 6. LU vz'* r-, A klri bo-3,<4 W#)1[DE 7. 7 / Y\1 p ///F 1648 2 FV MUUULE:S / \4(N)pv METER-1-T'RON ARRAY LOCATION OCMVIUC MAINC&%/ZPT (N)ROOF ¥ /(N)AC DISCONNECT ou),r,z.· U.1 8< - O.-,Ncot 5 PV MODULES (N)J-BOX/(NE" EMT CONDUIT AC SOURCE CIRCUIT 00- 1- <O EXTERIOR ONLY zar 14. £1 9 /1 ,---==m NOTE: AC UTILITY SWITCH WILL BE DS N0T , . . ¥4 Iii..zgF:!Ego : of :my -8 P-F W > r ADJACENT TO UTILITY SUPPLIED SERVICE EQUIPMENT. / 1\ 6,--7/447* li k 1 1 SITE PLAN WITH ROOF PLAN 3 1 HOUSE PHOTO i PV-1 I SCALE: 1"=20'-0" N - ----·PV- 1 I N - PV 1 [Ph©cromf 2©0®r ©008[B® iMXI® 51(W)@90 @(@91*IN} 900(Z (F@Dir@0(%11*9 -211-- V ®®INO® 53 P/7/ 2 1 2. -11- 11 P82©@=@@@IPL@44#F 9 9 - 1 1 01!4%**UM[D®1] i*@WIR*@ @IN*1 *{ME *I#iNFW 9*&(IP.@Uil@GaRE '1*1! 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'''•. + /1/88#9% RdiliZEUM/# 4* #MP:Nio m™10(11§1008 1*INed)*AMMD Am@*11».-AMA ©&/Am#ME .*.,9 @18-@41 www.PhonoSolarUSA.com @ T SERIES POLY MECHANICAL CHARACTERISTCS ABSOLUTE MAXIMUM RATING Poly crystal Si 156 mm x 156 mmSolar Cells square, 6 x 12 pieces in series | Length: 77.0 inch (1956 mm) Dimension <Width: 39.1 inch (992 mm) Height: 1.8 inch (45 mm) Weight |50.7 lbs (23 kg) Front Glass |3.2 mm toughened glass Frame |anodized aluminium alloy Cable [0.90m wire (0 4mmp Diodes !6 pieces schottky by-pass diodes Junction Box |1 P 65 rated Parameter Operating Temperature Typical Application Hail Diameter @ 80Km/h Surface Maximum Load Capacity Maximum Series Fuse Rating IEC Application Class (IEC 61215) Fire Rating (UL 1703) Maximum System Voltage Values Unit I | from -40 to +85 r | 24 VDC < | up to 25 mm up to 5400 Pa i | 15 A I IA I IC 1 [ 1000 V DC (IEC 61215) ] i 600 V DC (UL 1703) | ELECTRICALTYPICALVALUES1,2 Model Rated Power(P.pp) Tolerance Rated Current Rated Voltage Shon Circuit Current Open Circuit Voltage Module (1.p.)(U.pp)(Isc)(Uoc)Efficiency (%) 1 PS280P-24/T !280 W +3%7.96 A 35.2 V 8.35A 44.8 V 14.43 1 PS290P-24/T 1 290 W +3%8.20 A 35.4 V 8.50 A 45.2 V 14.95 | PS300P-24/T 1 300 W +356 8.44 A 35.6 V 8.65 A 45.6 V 15.46 , Voltage Temperature Coefficient: -0.35% /K ] NOCT (Nominal Operation Cell Temperature): 45°C 12°C ,Current Temperature Coefficient:0.05% / K i Power Temperature Coefficient: -0.48% /K 1 PACKING INFORMATION CERTIFICATION Container Pieces Per Pallet . Pallets Per Container Pieces Per Container 1 40' HQ ! 22 22 C€ 484 -a g 22M262 3 ·* 00.00/ 10-YEAR witum 1-V CURVE DIMENSION -14. 9.0 1000 N/m2 7.5 - 8004/.2 g 6.0 - 6004/m26 -RA0 400W/m2 3.u 2004/m2 1.5 0.0 \Mj 051015202530 35 40 45 Voltage (V) 1 ! 270 - 216 - . 1 ON 162 E 2 108 - - 54 8-9*14 0 PVCYCLE 1= - -.-3 1 Partner Information Note: This publication summarizes product warranty and specifications, which are subjected to change without notice. Additional information may be found on web site: www.phonosotar.com 1. Defined as standard deviation of thousands measurements. Absolute power values depend on the measunng system They can differ by +/- 5% from one measuring system to another 2. Measurement condiUons under irradiance level of Standard Test Conditions(STC)·1000W/M; Air mass 1.5 Spectrum, cell temperature of 25°C. www.phonosolarusa.com 1101_V2 C. Enphase® Microinverters Enphase® M250 e N V The Enphase® M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications Gateway™, and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE - Optimized for higher-power modules - Maximizes energy production - Minimizes impact of shading, dust, and debris [e] enphase®ENERGY SIMPLE - No GEC needed for microinverter - No DC design or string calculation required - Easy installation with Engage Cable RELIABLE - 4th-generation product - More than 1 million hours of testing and 3 million units shipped - Industry-leading warranty, up to 25 years e C ® Enphase® M250 Microinverter // DATA INPUT DATA (DC) Recommended input power (STC) Maximum input DC voltage Peak power tracking voltage Operating range Min/Max start voltage Max DC short circuit current Max input current OUTPUT DATA (AC) Peak output power Rated (continuous) output power Nominal output current Nominal voltage/range Nominal frequency/range Extended frequency range* Power factor Maximum units per 20 A branch circuit I Maximum output fault current EFFICIENCY CEC weighted efficiency, 240 VAC CEC weighted efficiency, 208 VAC Peak inverter efficiency Static MPPT efficiency (weighted, reference EN50530) Night time power consumption MECHANICAL DATA Ambient temperature range Operating temperature range (internal) Dimensions (WxHxD) Weight Cooling Enclosure environmental rating FEATURES Compatibility Communication Integrated ground Monitoring Compliance M250-60-2LL-S22/S23/S24 210 - 300 W 48 V 27 V-39V 16 V-48V 22 V/48V 15 A 9.8 A @208 VAC @240 VAC 250 W 250 W 240 W 240 W 1.15 A (A rms at nominal duration)1.0 A (A rms at nominal duration) 208 V / 183-229 V 240 V / 211 -264 V 60.0 / 57-61 Hz 60.0 / 57-61 Hz - 57-62.5 Hz 57-62.5 Hz --- >9.95 24 (three phase)16 (single phase) -- ---I-- - - . . - --- 850 mA rms for 6 cycles 850 mA rms for 6 cycles 96.5% 96.0% 96.5% 99.4 % 65 mW max -40°C to +65°C -40°C to +85°C 171 mm x 173 mm x 30 mm (without mounting bracket) 2.0 kg Natural convection - No fans Outdoor - NEMA 6 Compatible with 60-cell PV modules. Power line The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground is required. Free lifetime monitoring via Enlighten software UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 * Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, visit enphase.com [e] enphase®ENERGY © 2013 Enphase Energy All rights reserved. All trademarks or brands in this document are registered by their respective owner. Itran . 0\.,.sm.XM:tz t "0 1 P 11 L t ill CL200 2409 38 TYPE CVSOD 30TA 1.01(4 CA 0 D limnium""HI Z, .r l........1 . 0 OpenWay® CENTRON® Meter The OpenWay system delivers a truly smart meter for the residential mass market. Itron engineers have built upon our proven CENTRON solid-state platform to deliver an advanced meter that provides a cornerstone technology for the smart grid. Featuring open-standards architecture, modular design for flexibility in communications, and extensive features and functionality, the OpenWay CENTRON supports the most °demanding smart grid business requirements today and well into the future. A key component of any advanced metering or smart grid initiative, the OpenWay CENTRON meter is a truly smart device used to collect, process and transmit vital energy information to utility systems. Rather than simply inserting a network communication card into a standard meter, Itron developed an advanced meter where calculations and usage data are calculated within the meter itself, allowing utilities to leverage time- SPECIFICATIONS based rates, demand response, home networking and many other smart grid applications. The OpenWay CENTRON system provides enhanced security and a reliable approach to data collection and communications between the meter and the network. Storage and transport of register data are provided through ANSI C12.19 and C12.22 open standards technology. In addition, each OpenWay CENTRON meter comes factory-equipped with a ZigBee® radio to provide a built-in communications pathway into the home for data presentation, load control and demand response. ZigBee also provides a communication channel with 2.4GZ OpenWay Gas Modules. The OpenWay CENTRON also provides robust data storage capability to support time-of-use pricing, load profile data and other data-intensive applications, as well as the most advanced feature set available to support smart grid requirements. These features include full two-way communication, a load-limiting remote disconnect and reconnect switch, positive outage detection and restoration notification, voltage monitoring, automatic tamper and theft detection, as well as the ability to reprogram the meter remotely and upload new firmware via the network. The OpenWay CENTRON meter is the smart meter for the smart grid. knowledge to shape your future n FEATURES Time-of-Use and Critical Peak Pricing » The OpenWay CENTRON supports four TOU rates·as well as CPP » TOU registers may be displayed on the meter's display Load Profile » Four channels of configurable load profile data are available in the following default parameters: (1) single channel 30-minute data 753 days; (2) two channels 30-minute data 501 days » Modified parameters are available via configuration download » The OpenWay CENTRON module provides over one year of 15-minute load profile data storage OpenWay RFLAN Module » Two-way, unlicensed RF module » Adaptive-tree RFLAN architecture provides easy installation and self-healing capabilities Home Area Network (HAN) » Every OpenWay CENTRON meter includes a ZigBee radio for interfacing with the HAN, in-home displays and load control devices » The OpenWay CENTRON can store consumption from 2.4GZ OpenWay gas modules utilizing the ZigBee radio Bi-Directional Metering » The OpenWay CENTRON measures and displays active energy 0<\Ntt) delivered, received, uni-directional and/or net or apparent energy 0<VAh) delivered and/or received Disconnect/Reconnect with Load Umiting » The OpenWay CENTRON forms lS, 2S, 12S network, and 25S is available with a 200 amp remote disconnect/reconnect switch as an optional feature. The switch can be operated on demand, or automatically as part of a service-limiting configuration Tamper Detection » Tamper indications can be communicated regularly through the OpenWay system » Tampers include: inversion, removal and reverse power flow » SiteScan Diagnostics (advanced polyphase register only) Non-Volatile Memory » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. A battery maintains just the clock circuitry during a power outage Voltage Monitoring » Instantaneous voltage » Voltage monitoring system Standard Features » Electronic LCD display » Polycarbonate cover » Optical tower » Test LED Register Capabilities » 4 energies, 1 demand: • Wh (delivered, received, net, uni- directional) • VAh (delivered arithmetic, received arithmetic, Lag) • W (max delivered, max received, max net, max uni-directional) » Configurable event log » All programming, register, TOU and load profile data are stored in the EEPROM during a power outage. Battery maintains the clock circuitry during a power outage Option Availability » Identification/accounting aids » Remote disconnect/reconnect » Multiple WAN options including GPRS and CDMA » Option slot for additional communications options Technical Data Meets applicable standards: » ANSI C12.1 - 2008 (American National Standard for Electric Meters - Code for Electricity Metering) » ANSI C12.18 - 1996 (American National Standard - Protocol Specification for ANSI Type 2 Optical Port) » ANSI C12.19 - 2008 (American National Standard - Utility Industry End Device Data Tables) » ANSI C12.20 - 2002 for Hardware 2.0 and 3.0 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.20 - 2010 for Hardware 3.1 (American National Standard for Electricity Meters - 0.2 and 0.5 Accuracy Classes) » ANSI C12.22 - 2008 (consult Section 9 of the standard) » ANSI/IEEE C62.41.1-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » ANSI/IEEE C62.41.2-2002 (Characterization of surges on Low- Voltage AC Power Circuits) » IEC 61000-4-2 » IEC 61000-4-4 Reference Information » OpenWay CENTRON Technical Reference Guide » Hardware Specification Form SPECIFICATIONS ProductAvailability Volts / Service MeterCIass Test Amps Kh (Pulse/Wh)Meter Form Register Descriptions 120 V 200 30 1.0 lS OpenWay RF with or without Disconnect 240 V 200 30 1.0 2S OpenWay RF with or without Disconnect 240 V 320 50 1.0 2S OpenWay RF 120 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 3S OpenWay RF 240 V 20 2.5 1.0 4S OpenWay RF 120 V 200 30 1.0 12S/25S OpenWay RF with or without Disconnect Specifications Power Requirements Voltage Rating: 120 V, 240 V Frequency: 60Hz Operating Voltage: £ 20% (60Hz) Operating Range: £ 3 Hz Battery Voltage: 3.6 V nominal Battery Operating Range: 3.6 V nominal; 3.4 V - 3.8 V Carryover: 12-year continuous usage or 20-year shelf life Temperature: -40° to +85°COperating Environment Humidity: 0% to 95% non-condensing IEC 61000-4-4-2004-07 Transient / Surge Suppression ANSI C62.45-2002 Accuracy General Time Display Characteristic Data Register Burden ANSI C12.20 0.5 accuracy class Demand interval lengths: Programmable: 5, 6,10,12,15, 20, 30 and 60 min. Demand calculation: Peak Energy calculation: Basic: Wh and VAh Une sync: Power line frequency Crystal sync: +0.01% @ 25°C; +0.025% over full temperature range Battery: +0.005%@25°C; +0.005% to -0.02% over full temperature range Nine-digit liquid crystal display Display duration: 1-15 seconds Six-digit data height: 0.40 Three-digit code number height: 0.24' Annunciator height: 0.088'3-segment electronic load indicator Starting Current: 20 mA (Class 200), 5 mA (Class 20) 0.66W Form Watt Loss VA Loss TestVoltage lS 2.796 6.759 120 3.773 12.357 240 Burden Data (C2SOD) United States)2.123 7.068 120 2.350 14.255 240 2.535 14.619 240 12S 2.861 6.751 120 Form Watt Loss VA Loss TestVoltage lS 2.686 6.999 120 3.203 11.89 240 Burden Data (C2S0D) (Canada)2.123 7.068 120 2.350 14.255 240 2.535 14.619 240 12S 2.831 7.393 120 Service Switch (Optional)200A; can be programmed as service Ooad) limiting Service Switch is available in Forms lS, 2S, and 12S/25S Modules Additional Base Functionality Standard OpenWay Register Cell Relay (available in Form 2S only) SPECIFICATIONS C2S0/C2S0D Dimensions Dimensions C2SO/C2S0D - Forms lS, 2S and 12S ABCDEF 6.95"5.27"4.37'3.97'3.47*5.68" G 6.30' 16 cm17.66 cm 13.39 cm 11.10 cm 10.08 cm 8.82 cm 14.43 cm C2SO/C2SOD - Forms 3S and 4S ABCDEFG ---5 1 6.95"4.56"3.66'3.23'2.73'5.56'6.42" , 17.66 cm 11.59 cm 9.30 cm 8.21 cm 6.94 cm 14.13 cm 16.31 cm Shipping Weights Polycarbonate C2SO/C2SOD Pounds Kilograms 4 Meter Cartons 11 lbs 5 4 96 Meter Pallets 2801bs 127 kg 1/rJn Itron is the world's leading provider of smart metering, data collection and utility software systems, with over 8,000 utilities worldwide relying on our solutions to responsibly and efficiently manage the delivery and use of energy and water. To realize your smarter energy and water future, start here: www. itron.com ITRON ELECTRIC 313-B North Highway 11 West Union, SC 29696 USA CORPORATE HEADQUARTERS 2111 N Molter Road Uberty Lake, WA 99019 USA Phone: 1.877.487.6602 Phone:1.800.635.5461 Fax:1.864.638.4950 Fax:1.509.891.3355 While Itron strives to make the content of its marketing materials as timely and accurate as possible, Itron makes no claims, promises, or guarantees about the accuracy, completeness, or adequacy of, and expressly disclaims liability for errors and omissions in, such materials. No warranty of any kind, implied, expressed, or statutory, including but not limited to the warranties of non-infringement of third party rights, title, merchantability, and fitness for a particular purpose, is given with respect to the content of these marketing materials. © Copyright 2011, Uron. All rights reserved. 100808SP-05-08/11 SOLARMOUNT Technical Datasheets :i: UNI RAC A HICTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip.. 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer •Bottom Up Clip material: One of the following extruded aluminum (hidden..see alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear Anodized Bottom Up Clip weight: -0.031 lbs (14g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one %"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one W" flat washer Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory · Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Y L.x Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1566 (6967)686 (3052)2.28 1038 (4615)0.662 Transverse, Xi 1128 (5019)329 (1463)3.43 497 (2213)0.441 Sliding, Zi 66 (292)27 (119)2.44 41 (181)0.619 Dimensions specified in inches unless noted e SOLARMOUNT Technical Datasheets :1: UNIRAC A HILTI GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 302101 D, 302103C, 3021040, 302105D, 3021060 Bolt C/amp· \ Bea____ i Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac %"-20 T-bolt and one %"-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory LOO DETANCE - SSWEEN DIOOUUES Y tx Dimensions specified in inches unless noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N) FS lbs (N) ® Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 Transverse, Zi 520 (2313)229 (1017)2.27 346 (1539)0.665 Sliding, Xi 1194 (5312)490 (2179)2.44 741 (3295)0.620 SolarMount End Clamp Part No. 302001C, 302002C, 3020020, 302003C, 3020030,302004C, 302004D, 302005C, 3020050, 302006C, 302006D, 3020070,302008C, 3020080, 302009C, 302009D, 302010C, 302011 C, 302012C Olt / ignd Clamp Senatec Flange N Y A L.x Ut ea • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi e Finish: Clear or Dark Anodized • End clamp weight: varies based on height: -0.058 lbs (269) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents · Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated · Assemble with one Unirac W-20 T-bolt and one 1/1,1-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory · Modules must be installed at least 1.5 in from either end of a beam 7 MCHDu, T- == 1 1«)CUE TH,02£59 1 i Dimensions specined-in-tnches.unless-noted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Loads Factor, lbs (N)lbs (N) FS lbs (N) ® Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 Transverse, Zi 63 (279)14(61)4.58 21 (92)0.330 Sliding, Xt 142 (630)52 (231)2.72 79 (349)0.555 a SOLARMOUNT Technical Datasheets :1: UN IRAC A HICTI GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Bean05' 1 L-Foot enated Flange Nu Y L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized L-Foot weight: varies based on height: -0.215 lbs (98g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents For the beam to L-Foot connection: · Assemble with one ASTM F593 36"-16 hex head screw and one ASTM F594 %"serrated flange nut • Use anti-seize and tighten to 30 ft-lbs of tomue Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited laboratory L.x NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method 6 3.1,1 1X SOT FOR1 14ARDWARE .\7 Dimensions specified in inches unless noted Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Sliding, Zi 1766 (7856)755 (3356)2.34 1141 (5077)0.646 Tension, Y+1859 (8269)707 (3144)2.63 1069 (4755)0.575 Compression, Y- 3258 (14492)1325 (5893)2.46 2004 (8913)0.615 Traverse, X:t 486 (2162)213 (949)2.28 323 (1436)0.664 e e SOLARMOUNT Technical Datasheets :1: UNI RAC A HICTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 3101680 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) .pIf 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus (X-Axis) in3 0.353 0.898 Section Modulus CAAxis) in3 0.113 0.221 Moment of Inertia (X-Axis) ir,4 0.464 1.450 Moment of Inertia (Y-Axis) in4 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1/4" HEX HEAD SCREW 2.E 00 1.316 -- 1.728 -- SLOT FOR T-BOLT OR M" HEX HEAD SCREW _1 2X SLOT FOR SLOT FOR BOTTOM CLIP BOTTOM CUP SLOT FOR - 3" HEX BOLT 3.(00 1 1. 3/6" HE)< BOLT SLOT FOR p 1.385 . I .387 - - .750 ----* Y Y A A L.x L -X 1, , 0--- 1.207 4 -1.875 -- SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted inc STRUC[URAL EM611(EERS _-1_ m January 20,2011 UniRac 1411 BroadWay Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 Flo S3878 / H Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code-Complaint Installation Manual 227.3 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Code-Complaint Installation Manual 227.3" published October 2010 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation ofthe design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2009 Inteinational Building Code, by International Code Council, Inc., 2009 2. 2010 California Building Code, by California Building Standards Commission, 201 I 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association, 2005 This letter certifies that the structural calculations contained within UniRac's "SolarMount Code-Complaint Installation Manual 227.3 are in compliance with the above Codes. If yol have any questions on the above, do not hesitate to call. Sincekely, -*r Paul kacher, SE - President 8137 Sunset Avenue, Suile 120 • Foic Ooks, a95628 • 916.961.3960 • 916.961 3969 • Wml.P 5 .COM -a 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT --C> e- 6105-T5 ALUMINUM C X -1- -- ..Ill- - *.--® UU 11 000 U N U [EAU00 SolarMounUSunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 9:1 e'ull .16'c 2- 2._-.. -4 4% SOLARMOUAIrf Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC- 1 Ff i Nib Top mountit clam, Module l 1g IS 14 Intertek Conforms to UL *ndard 467 44 UGC-1 04-L. 1 1 1 '1 r i' Figure 26. Slide UGC-1 grounding clip into top mounting slot ofraiL Torque modules in place on top of clip. Nibs will penetrate rail anod- ization and create groundingpath through rail (see Fig. 3, reverse side). 4 /1 SolarMount® rail (any type) WEEBLug Stainless Steel Flat Washer (WEEB) Clips and tugs are sold separately. F;gure27. Inserta boltin the aluminum rail or through the clearance hole in the stainless steel flat washer. Place the stainless steel flat washer on the bok, oriented so the dimples will contact the aluminum rail. Place the lugportion on the bolt and stainless steeljlat washer. Install stainless steelflat washer,lock washerand nut. Tighten the nut until the dimples are completely embedded into the rail and lug. The embedded dimples make a gas-tight mechanical connection and ensure good electrical connection between the aluminum rail and the lug through the WEEB. e WEEBLug IFigure 28. UGC-1 layoutfor even and odd number ofmodules in row. '0(" denotes places to install UGC-1. '10 i 11 Even Number 0/Modules in row Odd Number of Modules in row ® Pub 110617-2cc :1: UNI RAC June 2011 (4 2011 by Unirac, Inc. A HILTI GROUP COMPANY All rights reserved. . Classic Composition Mount I QMSC 72.0 U r.<=r - RACKING COMPONENTS1 0 &1*-NOT INCLUDED 6.0 1:.0 2.5 NO, ITEM DESCRIPTION QTY. 4 4 1 1 1 10 ..1.4 1.3 1 Flashing, 12"x 12"x .050", AL * 1 2 Base Block, QMSC, Cast Al* 1 3 Hanger Bolt, 5/16" x 6", SS 1 4 Washer, Sealing, 5/16"ID x 3/4"OD, SS/EPDM 1 5 Hex Nut, 5/16-18, SS 2 6 Washer,.296"ID x 7/8"OD x 1/8" Thick, EPDM 1 7 Washer, Fender, 5/16" X 1", SS 1 8 Washer. Split-Lock. 5/16", SS 1 Quick Mount Py TITLE: 3.0 QMSC: Classic Compostion1 . Mount , *Available in mill. clear anodized. and dark bronze anodized finsihes. -=ARY AND CON'DENT. # AN,REPRODUCT,ON.IPAR, ORAS DO NOI SCALE DRAWING 5 4 3 Laa Dull-out (withdrawal) caoacities Obs) in typical lumber: Lag Bolt Specifications l UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACUONAL :1/16 | ONE PLACE DECIMAL z.1 TWO PLACE DECIMAL z.01 2 1 SIZE .DRAWN BY:JDA ' REV A . DATE:3/8/2012 4 , SCALE: 1:4' WEIGHT: 1.14 SHEET 1 OF I Specific Gravity 5/16" shaft per 3" thread depth 5/16" shaft per 1" thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 Enge!mann Spruce, Lodgepole Pine (MSR 1650 f & higher).46 705 235 Hem, Fir .43 636 212 Hem, Fir (North).46 705 235 Southern Pine .55 921 307 Spruce, Pine, Fir .42 615 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL).50 798 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterproofing it is important that the aluminum flashing (item 1) is properly placed under one full course above the mounting block with at least some of the flash- ing extending up under the course above that as well. See instructions on back. uick Mount PV® RESPECT THE ROOF ® Quick Mount PV® Classic Composition Mounting Instructions Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, 1 tube of appropriate sealant, drill with 7/32" bit, drill or impact gun with 1/2" deep socket WARNING: Quick Mount PV products are NOT designed for and should NOT be used to anchor fall protection equipment. 3 Locate, choose, and mark centers of rafters to be Carefully lift composition roofshinglewith roofing Slide mount into desired position. Remove any mounted. Select the courses of roofing where bar, just above placement ofQuick Mount.nails that prevent getting the mount flush with Quick Mounts will be placed.front edge of shingle course. Mark center for drilling. 5 40 6 Using drill with 7/32" bit, drill pilot hole into roof Clean off any sawdust, and fill hole with roof Slide mount back into position. Prepare hanger bolt and rafter, taking care to drill square to the roof. manufacturer's approved sealant.with 1 hex nut and 1 sealing washer, insert through Do not use mount as a drill guide.block into hole and drive hanger bolt into rafter, tightening to a solid snug fit. * 8 You are now ready forthe rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Please consultthe roof manufacturer's specs and instructions prior to touching the roof. Insert EPDM rubber washer over hanger bolt into Using the rack kit hardware, secure the rack of your * It is not necessary or advisable to use nails or other block.choice. Tighten to 13 foot pounds.fasteners to secure the perimeter of the Aashing. Bl 7.2.3-7 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com 2700 Mitchell Dr., Bldg 2 • Walnut Creek, CA 94598 May-2012, Rev 2