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10180503_2610 N. GREENBRIAR - Plan
CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05.forms/.Bldg.ADD.Worksheet PROJECT ,ADDRESS: 2610 0 Grful boller St SUITE:SAPIN fte #5665 03 1 USE OFBUILDING:NllAL COMMERCIAL INDUSTRIAL OTHER MASTERID# NATURE OF WORK ALTER/El.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/ALTERATION: 1ST FL.. 2ND FL.. TOTAL OF OTHER FLS: GARAGE/CARPORT SF BASEMENT: YES/NO SF PATIO/ENCL. PATIO: SF RES. REMODEL SF ALTER/T.I. SF NO. OF STORIES: SF BLDG. HEIGHT: SF PROPOSED USE: SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : S,2-X 2.501,u 02,>o .#LUSLAr.*eu , Bals. + t.,)662 0-6 A ,·14.kn- SlhA/\ u./ 90,1€ f3 capgotoo BUILDING OWNER'S NAME·K/la,u\ U el 4 Ch avc,-2, ADDRESS:CIA( 4 1-610 1\J (Dpre<*levit.r 9%:34,07-601 4,2 PHONE NO· 7/4 - STATE: 044 asT- 614 2 ZIP: 92706 TENANT'S NAME (Comm/Ind.1.PHONENO: CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO:€ v w K 72·0 y Group 1 110 97059 /8, 0.2 6 ADDRESS·CITY STATE:ZIPR .2/ F 2/1413 { lu L/(krvt-e/t ¥201 grE..1-{ 1, 1%,204. WORKERS COMP. POLICY#:EXP. DATE.INSURANCE COMPANY:SANTA ANA BUS. LlC. #: *Ut)5364 -23 O-2-/ / o //9 1**11¢/tiNgwaL LOAfevag;t,U9' Pt/viA ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO·<bb i e 721 1 nee-Ana 067 G st 7k*636 - G t/6/ ADDRESS:STATE:ZIP:Ila, i U -1175-biA Auu ' CA 9,2-©(57 CONTACT NAME: TE*U·Wuxvx C/IAA.4 PHONE NO:0-6 -390- 6% 26 E-MAIL ADDRESS:' okv (90 -41/(/.6 #PL>Le·€«Sa la c..0 »0'1 UU CITY: 65% ta FVT€ 9 OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #:P/C FEE PD $ TYPE OF CONSTR:VALUATION: $ e·2 00-0 SUBMIT-[AL DATE: 14 9 FIRE SPKR: YES / NO A/C: YES/NO FLOOD ZONE:X PROCESSED DC_.- 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 JOBDESCRIPTION CHECKLIST: U Additional square footage C Awnings E Cat'lopy 0 Card readers U Ceiling work U Change of occupancy (use) U Disabled accessible (H/C) restrooms 0 Dust collector U Elevator shaft U Exterior doors or windows U Equipment pads U Interior demo U Kitchen equipment El partition walls U Rated corridors U Rated shafts 01 Roof mounted equipment U Security bars 0 Screening for equipment U Skylights E Stairs U Storefront/facade improvements CJ 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 Flagpoie Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure 1 E-1 F7 E-1 E-1 F-1 E-1 F-7 E-1 F7 F-1 r-I r-1 F-1 F-1 r- Master I.D.. Project Address 1HmDING 1 ABENCY Planning and Building Agency Planning Division 20 Civic Center Plaza P.O. Box 1988 (M-20) Santa Ana, CA 92702 (714) 647-5804 www.santa-ana.org Sapin Dev Rev Application Data Sheet 2014-112279 Application Number: RES-2014-308-ALT : 2610 N Greenbrier St Application Date: 01/14/2014 Planner/Project Managet: Orozco, Ivan i Determination:Approved Application Description:Installation of solar panels:to an existing SFR on the rear side of property. Dev Rev Project Conditions: repair any damage to roof cause by installation prior to final. Page 1 of 1 pool 1201 N. Tustin Avenue engineering Anaherm, CA 92807 inG. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT Ron Lacher, R.C.E.14-0070 FOR SOLAR PANEL ADDITION AT THE CHAVEZ RESIDENCE 2610 N Greenbrier St Santa Ana, CA 92706 FOR j be held to perrr SUNBEES GROUPS DBA TRUE POWER SOLAR 451 W Lambert Rd Ste 212 Brea, CA, 92821-3920 1 Accepted By - Date Issued - DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS 1/10/2014 11:29 AM \\peanasi,2\Pool\Projecb Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xlsx Pagelof 13 ©Pool Engineering, Inc. 2014 1 1 1 1 1 4 1/10/2014 11:29 AM Page 2 of 13 \\peanasv2\Pool\Projects Solar'0014\0070-14 Residential\14-0070 SOLAR PANEL- CALCS.*15x ©Pool Engineering, Inc 2014 lili pool 44|:EW engineering POOL ENGINEERING INC.By: R. Lopez Location: Santa Ana, CA 92706 Date: 1/10/2014 Job# 14-0070 TABLE OF CONTENTS: General Notes 5 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 1/10A014 11:29 AM \\peanasv2\Pool\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.*15* Page 3 of 13 ©Pool Engineering, Incu 2014 \1 I F 4 1/10/2014 1129 AM Page 4 of 13 \\peanasv2\Pool\Projects Solar12014\0070-14 Residential\14-0070 SOLAR PANEL- CALCS.*15x ©Pool Engineering, Inc. 2014 pool 46:61:kE engineering POOL ENGINEERING INC.By:RLopez Location: Santa Ana, CA 92706 Date: 1/10/2014 Job# 14-0070 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 StTE CONDITIONS. 2) THESE STRUaURAL CALCULATIONS ARE NOT INTENDEDTO BE APPUCABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT UMITED 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 CONDmONS AND DIMENSIONS ATTHE JOB SITE. 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. 1/10/201411:29 AM \\peanasv2\Pool\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xtix Page 5 of 13 ©Pool Engineering, inc. 2014 j an, 1# a. of thD / City CITY 1/10/2014 11:29 AM \\peanasv2\Pool\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xIix Page 6 of 13 ©Pool Engineering, Inc. 2014 lili Pool 461111: engineering POOL ENGINEERING INC-By: R. Lopez Location: Santa Ana, CA 92706 Date: 1/10/2014 Job# 14-0070 PROJECT DATA: Proiect Location: 2610 N Greenbrier St Santa Ana, CA 92706 Existing Residence: Roof Area:1926 fe Upper Floor Area:N/A Lower Floor Area:N/A Number of Stories: 1 Site Properties: Latitude: 34.125 Longitude: -117.37 Ss = 2.2084 (g) 0.2s Spectral Response Acceleration Sl = 1.0036 (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) 4 -1.50 Site Coefficient (ASCE 7-10, Table 11.4-2) SDS = 1.4723 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) SDI = 1.0036 15 Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-4) Wind Speed = 120 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: CANADIAN SOLAR Model: CS6P-250 Weight 3.04 p.s.f. (including mounting system) Installed Area: 381.36 W Desn Criteria: CB.C 2013 ASCE 7-10 Design Methodology: Perthe exception in Section 3403.4 of the C.B.C 2013: "Any existing laterol load-corrying structural element whose demand-capacity ratio with the addition considered is no more than lopercent 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. 1/10/2014 1129 AM \\peanasv2\Pool\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.,dsx Page 7 of 13 ©Pool Engineering, Inc 2014 1/10/201411:29 AM Page 8 of 13 \\pearlas¥2\Poof\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xifx ©Pool Engineering, Inc. 2014 111 1 Pool 4661:E engineering POOL ENGINEERING INC.By R. Lopez Location. Santa Ana, CA 92706 Date: 1/10/2014 Job# 14-0070 GRAVITY LOADS: Roof Dead Load (Existing): 4.0 p.s.f.Comp. Shingles 1.5 p.s.f.1/2" Ply. Sheathing 1.0 p.s.f.2*6 Rafters @ 24"0.c 4.0 p.s.f.5/8' Gyp. Board & Ceiling Framing 1.5 p.s.f.Misc. 12 p.s.f.Existing Roof Dead Load Tvpical Floor Dead Load (Existing - If Applicable): 7.5 pif.Max. Floor Finish Weight 3.3 p.s.f.11/8°Suk}floor Sheathing 3.4 p.sj.2x Joists @ 16" 0.0 15.0 p.s.f.2x Partitions (finished) 4.0 p.s.f.5/8" Gyp. Board & Ceiling Framing 1.8 p.s.f.Misc. 35 p.s.f.Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.L (Table 1607.1 of C.B.C 2013) Floor Live Load (Existing - If Applicablet: 40 p.s.f.(Table 1607.1 of CB.C 2013) Roof Dead Load (Proposedl: 3.0 p.si CANADIAN SOLAR CS6P-250 solar pahels and mounting system 12 p.s.f.Existing Roof Dead Load 15.0 pif.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 = (DI·oof+LI··foof) Arearoof = 61632 lb. Total Proposed Roof Load = (Dlproposed +11-ropo5ed) Areapropc.ed + (Dlroof +- 1-Lroof) (Arearoof- Areapropowd) = 55166 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 = -11.72% Results:NET DECREASE IN GRAVITY LOADS ==> OK 1/10/2014 11:29 AM \\peanasv2\Pool\Projects Solar9014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xisx Page 9 of 13 ©Pool Engineering, Inc. 2014 illl Pool 46:6:1=1- engineering POOL ENGINEERING INC. Location: Santa Ana, CA 92706 Job# 14-0070 By: R. Lopez Datez 1/10/2014 LATERAL LOADS (Seismic): Seismic Desien Parameters: le =1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor P= 1 Redundancy Factor SDS = 1.472 Short Period Design Spect:ral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sm= 1.004 Site Class: D Risk Cat.: 11 SDC = E 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 Eauations: T= Ct (hn)*Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where:(It = 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 le)/R Seismic Response Coeffident (ASCE 7-10, Eqn. 12.8-2) = 0.227 4-max = (SDS le)/0- R)Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-31 1.270 (Q_minh = 0.010 Minimum Seismic Response Coefficient {ASCE 7-10, Eqn. 12.8-5) (Q min)2 = O.0441 SOS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.044 (Cs min)3 - (0-5 Si le)/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 -supplement 2) 0.077 G = O.226508 Seismic Base Shear {ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables 1/10/2014 11:29 AM \\peanasvl\Poot\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xisx Page 10 of 13 ©Pool Engineering, Inc 2014 r, e= B P ¥ A *li lili Pool 4£66:-engineering POOL ENGINEERING INC- Location- Santa Ana, CA 92706 Job# 14-0070 By R. Lopez Date: 1/10/2014 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 (ft) Story Seismic WX (k) Wx h Mass (psf) Wxhxk X Iwi hik Fi(K)Vi{K) Roof 16 16 1926.0 12.0 23.112 369.792 1.00 5.24 5.24 Upper O 0 N/A N/A N/A 0 0.00 O.00 O.00 Lower 0 0 N/A N/A N/A O 0.00 O.00 O.00 Existing Base Shear = 5.24 PROPOSED STRUCTURE Level Story Height (ft) Story hx (ft)Area (ft') Story Seismic Panel Area Mass (psf) {ft) Panel Seismic WX (k)Wxh Mass (psf) k Wxh,[ k X Fi(K)Vi (K) Roof 16 16 1926.0 12.0 381.4 3.0 24.3 388.37 1.00 5.50 5.50 Upper 0 0 N/A N/A N/A N/A N/A 0 0.00 O.00 O.00 Lower 0 0 N/A N/A N/A NA N/A 0 0.00 0.00 0.00 Proposed Base Shear =5.50 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shearlx100 = 5.02% Results:INCREASE LESS THAN 10% ==> OK 1/10/2014 1129 AM \\peanasvl\Pool\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CAL_CS.xkx Page 1.l of 13 ©Pool Engineering, Inc= 2014 11 pool POOL ENGINEERING INC.By R. Lopez 41+1+1+ engineering 1 Location: Santa Ana, CA 92706 Date. 1/10/2014 - inc./ - Job# 14-0070 WIND UPLIFT ANCHOR DESIGN: Simplified Procedure for Components and Cladding: (Sec. 30.5. ASCE 7-101 V = 120 mph (basic wind speed) i 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) Kn= 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roofe= 22.7 deg Area =381.4 sq.ft. Poedo -38 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 Pnet =Al<Atao =(1.21)(1)(38 p.s.f.) = 45.98 p.s.f. (PneJaesign =46 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) 16.1 sq.ft.(panel area tributary to each lag screw) =(1 D=3.0 p.s.f.(panel dead load) w=46.0 p.s.f (design wind pressure) 1 Pug = FS*At,ib*.61)-0.6W) = (1)(16.1 sq.ft.)[(0.6)(3 p.s.f.Ho.6)(46p.s.f.)] = 415.6lb. (withdrawal force applied to each lag screw) DIA•g=5/16 in.(lag screw diameter)JUN Dpen = 2.50 in.(lag screw penetration into existing framing member) W=266 lb./in.(lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50)'ar- Co = 1.6 (load duration factor. 2012 NDS) 20, 4=0.8 W' = Co.Ct*W = (1.6)(0.81(266 lb./in.)=340.48 lb./in.(adjusted withdrawal value) P,now= Dpen*W' =(2.5 in.)(340.48 Ibjin) = 851.2 lb. NT Results:DEMAND = 415.6 lbs. < CAPACITY = 851.2 lbs. ==> OK - 1/10/2014 11:29 AM \\peanasv2\Pool\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xlsx Page 12 of 13 ©Pool Engineering, Inc. 2014 lili pool POOL ENGINEERING INC.By· R. Lopez F--1- engineering 1 Locations Santa Ana, CA 92706 Date: 1/10/2014 inc. / - Job# 14-0070 SUMMARY: GRAVITY LOADS:DECREASED BY -11.73% ==> OK LATERAL LOADS:INCREASED BY 5.03% < 10% ==> OK WIND UPLIFT:DEMAND = 415.6 lbs. < CAPACITY = 851.2 lbs. => OK USE 5/16in. DIAMETER LAG SCREWS @ 72in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 24 2 j? Cot - ARE 2tions f ful 10 I writter, 1 d spedf < 708'2/ 0/ 3 Or Statu 4 AWA 1/10/2014 11:29 AM \\peanawl\Poot\Projects Solar\2014\0070-14 Residential\14-0070 SOLAR PANEL CALCS.xkx Page 13 of 13 ©Pool Engineering, Inc. 2014 ALL WORK TO COMPLY WITH THE PROJECT SITE:FOLLOWING CODES: MANUEL CHAVEZ 2610 N GREENBRIER ST 2010 CA BUILDING CODE SANTA ANA, CA 92706 2010 CA RESIDENTIAL CODE (714) 953-6941 CA MECHANICAL CODE CA ELECTRICAL CODEPROJECT SCOPE:2010 EA PLUMBING CODERESIDENTIAL SOLAR ELECTRIC SYSTEF,1 1.D. 7081/ 272010 CA ENERGY CODE 22X250W ROOF MOUNTED PV MORWLES l.p. SYSTEM SIZE: 5500 kW DC STC -Zone_rf*27C0DE ARRAY AREA: 381 SF PLANNER,2.. NEW 125A MAIN SERVICE PANEL TRANSFERRED BY-DATE-"*ICTURAL aPLANNING INSPECTION REQUIRED:tty,Al VI; Me.,1 y LnROUGH FINAL- NONE < NAME -- F?ED FOR - (714)¢bCAL PLANS Ir·,TA s: PLANE FOR FUTURE REViSIONS. *kept on the in„ F'*tnN)125A MAIN SERVICE PANQA- TO ITEMS CHECKED AND CONDITIONS +1C DISCONNECT [HEL07/.N)INVERTER O INTERIOR TI ONLY Z P.L.(N) i" EMT CON[:?WIr -flf?R OVER?-PON/MODIi'!CAT/ONS iSla.0-Rd ir; 4 +- bRALL NOT It,- .. .. , - .:U-: I.O EXISTING C ih. church 01 4 'l. ..ai.is./. d- 1 ''- -wo i<LUU;RE// 2- t.,1. d. S.in,0 iu don of any r11 , f,Jit./ 01 'An / _ uv. : ..ANDE,CAPE *1·18 4/ 1 -1 2 -1-VIOINITY MAP k 22 1 1 2 2 1 1 2 2 1 1 - -2 2 1 i 2 2 2 1 1 b' ' ARRAY ¥\ARRAY 2 (N)11 PV MODULES (N)11 PV MODULES 1 SITE PLAN WITH ROOF PLAN t 3 1 HOUSE PHOTO PV-1 I SCALE: 1" DATE Z j *ron Rd SHEET ORDER PV 1: SITE PLAN, VICINITY MAP CNHOUSE PHOTO Ul PV 2: ROOF PLAN, SECTION DETAIL .5 PV 3: ELECTRICAL LINE DIAGRAM 29 AND NOTES co oc g 0. LU U. PV 4: REQUIRED SIGNAGE Og"&55 ELECTRICAL CALCULATIONS 0,0!!IN r4% M 5 3 4 Wg*jd2 OJM•Oaf· OCOO.NI- PROJECT SITE / I W Menuy 1.11 /fE0EVI 8 ;truqltural c lions & 4/i N \1- j i 4-3r, A.C.E. 67656 0 0 ieering. Inc 3 91•ron 141 ij 1 i 11.4 i 59 0 w 90 69 m 0-40<8LU!!dz:<C] g-%535 O.5™05 0 & 8 Z2I 02%% ttgo 1-U)>I co 8 3 6Bg Z lij M t 0 E W 4 SHEET,,R *d L. Lache ' 001 Enair 3Zk,an SI G 10151,3 4dulal / O PV-1 I N 0 ARRAY LOCATION 0./ P.L.A 4102 k L NVP euv Blues 10 401AISION( =20'-0" N PV-1 I N PV 1 01 P.L. MECH GRADING 338,·JELECT PLBGPERMFTYPE PERMr r#._»1.£2£b-3-- OCC. GROUP__.--=:-1 CONS-R.TYPE__.1,1- CODE EDITION._CA CAA 10FLOOI) ZONE_ - - 1 N)125A MAIN SERVICE PANEL / iN)AC DISCONNECT N)INVERTERN) t' EMT CONDUIT --4 1 si48 for conf*r,16€ todFC-U i to strutturalfyculations ngineering, Inc. MODULE TYPE, DIMENSIONS & WEIGHT FLOO ) ZONE CERTIF. REQ'D YES t li YES gEZE .)FILM | RADIANT BARRIER © ROOF YES 2 Q 1 RESII)ENTIAL DEV. Ful:0 0 0-4 -1 Ur 0 < MODULE TYPE=CANADIAN SOLAR CS6P-250P MODULE WEIGHT=44.1 LB MODULE DIMENSIONS=64.5")¢38.7" = 17.3SF UNIT WEIGHT OF MODULES=2.33PSF - ROOF PANEL WEIGHT PER ATTACHMENT=27.0LB SCHCIOL DISTRICT W 1 0 1...Ill-Ii- i.-****I---Il.-- 05(N)16 ATTACHMENTS«:.1 ) 1 °'I J @ 72" O.C. MAX 291 X OR END CLAMP %2 'T-BOLT\/MID CLAMP SOLAR PANEL (0 92 ARRAY 2/tN)20 ATTACHMENTS z CU i(N)11 PV MODULES @72"0.C. MAX : d \ 100 1 ROOF PLAN t t'-16)4' S.S. HEX,SOLAR MOUNT RAIL iI PV-21 SCALE: 1"=20'-00' N HEAD BOLT W t'-16 N. FLANGE NUT m /L FOOT ARRAY & ROOF INFO -1 3 111,11 COMP. SHINGLE ALUMINUM PIECE, ARCHEECTURAL STRUCT[ FAL FLAT FLASHING ROOF TYPE- COMP. ACCEPTED FOR COIN]STRU{ 9IN PLYWOOD- ROOF FRAMING- 2"X6" RAFTERS @24"0.C. ROOF AZIMUTH- 270 -·GlPARATE PERMul?'8 ARE RE@Un r / i1 Gui.( ELUS©FER©AL, PLUUQBUM,8 8 0][IC®AW PLANS 8,1 x 31" LAG BOLT ARRAY 1 SLOPE- 8°Ths 8@8 @f pgans and specifications must 89 1 .n the i., W*" MIN. PENETRATION 1:at all times and It is unlawful to make E Rlges i ARRAY 1 PANEL AREA- 294 SF , merations on same without written permit ... Ilm thi.2"x6" RAFTER @24"O.C. ARRAY 1 FACE AREA- 939 SF City of Santa Ana. % COVERAGE- 31%The acceptance of this plan and specificelic .L NO-1 De held to permit nor be an approval of tl,e It Ct 811: provisions of ANY City Ordinance or State U ARRAY 2 SLOPE- 21°2 CONNECTION DETAIL ARRAY 2 PANEL AREA- 294 SF 4 Accepted By Di & - l l r.-/f PV-21 ARRAY 2 FACE AREA- 939 SF -*.. % COVERAGE- 31%CITY OF ZANTA ANA Date logued- -.=--I===-=0:== PV 2 =/ t - WIRE/CO'NDUIT SCHEDULE NUMBEROF TAG DESCRIPTION CONDUCTOR TYPE/SIZE CONDUCTORS CONDUIT SIZE/TYPE 1 ARRAY TO JUNCTION BOX #10 AWG PV WIRE 4 N/A 2 JUNCTION BOX TO INVERTER #10 AWG THWN-2 4 l' EMT 3 INVERTER TO ITRON METER #8 AWG THWN-2 3 f' EMT 4 ITRON METER TO AC DISCONNECT#8 AWG THWN-2 3 + EMT 5 AC DISCONNECT TO MSP #8 AWG THWN-2 3 1" EMT 6 EQUIPMENT GROUND #8 AWG SOLID COPPER 1 N/A 7 EQUIPMENT GROUND #8 AWG THWN-2 1 t EMT GENERAL ELECTRICAL NOTES: MPPT 1 DETAILS MPPT 2 DETAILS NOTES NO. OF MODULE PER STRING 11 No. OF MODULE PER STRING 11 FREE AIR NO. OF STRINGS 1 NO. OF STRINGS 1 ARRAY WATTS AT STC 2.750kW ARRAY WATTS AT STC 2.750kW MAX. VOLTAGE 441.2V MAX. VOLTAGE 441.2V MODULE SPECIFICATION CANADIAN SOLAR MODEL NO.CS6P-250P PEAK POWER 250W RATED VOLTAGE (Vmp)30.1V RATED CURRENT (Imp)8.30A OPEN CIRCUIT VOLTAGE (Voc)37.2V SHORT CIRCUIT CURRENT (ls©8.87A INVERTER SPECIFICATION 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE;AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 3. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90°C, UNLESS OTHERWISE NOTED. 4. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 5. ALL CONDUCTORS, EXCEPT USE-2, SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. 6. RACKING AND MODULES ARE GROUNDED VIA A CONTINUOUS #10 AWG COPPER CONDUCTOR, GROUNDING CLOPS, GROUNDING LUGS AND/OR BONDING JUMPERS. 7. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC 8. SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQD PER' SEC. R314 & R315 OF THE CALIFORNIA RESIDENTIAL CODE (CRC) 9. ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, UL 1703 FOR MODULES, UL 1741 FOR INVERTERS INVERTER MAKE POWER-ONE - INVERTER MODEL PVI-5000-OUTD-US 8 r >r- n MAX. DC VOLT RATING 600V MAX. AC APPARENT POWER 5000W NOMINAL AC VOLTAGE 240V CE CO 00 MAO< AC CURRENT 23A UTILITY 81-DIRECTIONAL ELECTRIC METER ti go vo 111 U.1 m -r 5>ZO. EXISTING MAIN SERVICE PANEL 2£ S Ul .· 125A, 240VAC, 1 PH 711.11< < '\ O\ NEW -O kz( \__jMCB 6-1 0<C! j 100A Wz is, 9592; PVI-5000-OUTD-US DCINTERFACE POWER-ONE INTEGRATED DE 5.OKW, 96.5% CEC DISCONNECT 240VAC. 23A ACINTERFACE DC+ IRIMPPT 1 Ll - ''MPPT 21le L2 C DC- 19'Mper 11 Llc V DEDICATED PHOTOVOLTAIC POWER SYSTEM KILOWATT-HOUR METER 100A. 240VAC. FORM ZS ACDISCONNECT 240VAC, 3OA LU NEMA 3R, UL LISTED J-BOX 30A NEMA 3R -*T--1 1 7 KWMI 1 A UJ l METER J 1- g 1921 DVI 7 U EMPPT 2 --1.--- - V V 5 GND N L.2 Ll -1- EXISTING -:- GROUND PV 3 REQUIRED SIGNAGE 1. LABEL FOR SOLAR DC DISCONNECT: 690.14(C)(2) SOLAR DC DISCONNECT 2. LABEL FOR SOLAR DC DISCONNECT: 690:53 MPPT 1 OPERATING CURRENT: 8 3 ADC OPERATING VOLTAGE: 331.1 VDC MAXIMUM SYSTEM VOLTAGE: 441.2i VDC MAXIMUM SYSTEM CURRENT: 11.1 ADC MPPT 2 OPERATING CURRENT: 8.3 ADC OPERATING VOLTAGE: 331.1 VDC MAXIMUM SYSTEM VOLTAGE: 441.2 VDC MAXIMUM SYSTEM CURRENT: 11.1 ADC 3. 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 4. PROVIDE A PLACARD WITH THE FOLLOWING WORDING IN 1/4" 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 SITE PLACARD CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES\NITH DISCONNECTS LOCATED AS SHOWN: 9 7//fi> f € - CD 400 PART# DESCRIPTION .................. 4 1 MAIN SERVICE PANEL (30 e 2 SOLAR AC DISCONNECT B0 3 INVERTER 4 SOLAR PANELS 5. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2) SOLAR AC DISCONNECT 6. LABEL FOR INSIDEMAIN SERVICE PANEL: 690.64(B)(7) WARNING! INVERTER O.UTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE FIRE DEPARTMENT REQUIRED SIGNAGE 7. 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. AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION SOLAR ELECTRIC SYSTEM CONNECTED THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS! OPERABLE WITH THE SERVICE PANEL CLOSED 8. 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 ANDi AT ALL PV COMBINERAND JUNCTION BOXES. ELECTRICAL CALCULATIONS MPPT 1 OPERATION VOLTAGE= 11 X 30.1= 331.1 V OPERATING CURRENT= 1 X 8.3= 8.3 A MAX PV VOLTAGE & CURRENT CALC'S MPPT 1 RECORD LOW TEMP.(°C): 2 TEMP.COEFF (%/°C): -0.0034 OPEN CIRCUIT VOLTAGE(Voc): 37.2 V MAX PV SYSTEM VOLTAGE (PER NEC 690.7) (((37.2 x-.0034)*(-(2542)))xll)+(37.2xll)= 441.2 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 1.25xlscx#STRINGS 1.25*8.87xl=11.lA ELECTRICAL CALCULATIONS MPPT 2 OPERATION VOLTAGE= 11 X 30.1= 331.1 V OPERATING CURRENT= 1 X 8.3= 8.3 A MAX PV VOLTAGE & CURRENT CALC'S MPPT 2 RECORD LOWTEMP.(°C): 2 TEMP.COEFF (%/°C): -0.0034 01 OPEN CIRCUIT VOLTAGE(Voc): 37.2 V -01 MAX PV SYSTEM VOLTAGE (PER NEC 690.7)g 22 (((37.2 x-.0034)*(-(25-(2)))xll)+(37.2xll)= 441.2 V :55100MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1):-U) r 0 1-r' 01.25 x Isc x # STRINGS 0.1.LI 1.25 x 8.87 x1= 11.1 A 791-I0 0=<5HPu,< DC CONDUCTOR AMPACITY CALC'S 60/3. # OF STRINGS PER INVERTER: 2 r LUC EXPECTED WIRE TEMP. (°C): 53 Z Z <i' 01081TEMP CORRECTION PER TABLE 310.16: 0.76 O U) a 4- 1 # OF CURRENT CARRYING CONDUCTORS: 4 CIRCUIT FILL CORRECTION PER TABLE 310.15(B)(2)(a): 0.8 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 REQUIRED'CIRCUIT CONDUCTOR AMPACITY - PER NEC 690.8 (A&B) (FROM PANELS TO INVERTER):O 5 1.25 x 1.25 x Isc x # PER STRING 1.25 x 1.25 x 8.87 x1 = 13.9 A E[ 1§' E L LO 0DERATED AMPACITY OF CIRCUIT CONDUCTOR »h. PER NEC TABLE 310.16 -116 1TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. & < -1 PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY M 00 00 PER NEC TABLE 310.16 0.76 x 0.8 x 40 = 24.3A > 13.9A O.K. AC CONDUCTOR AMPACITY CALC'S # OF INVERTE:R: 1 EXPECTED WIRE TEMP. (°C): 31 011- TEMP. CORR. PER NEC TABLE 310.16: .96 C: 0 U.1 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 .N E w # OF CURRENT CARRYING CONDUCTORS: 3 W>6 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 1 19 LU Zi LLI< CIRCUIT CONDUCTOR AMPACITY: 40A -09-2 1- REQUIRED CIRCUIT CONDUCTOR AMPACITY OZEZ PER NEC TABLE 690.8(B):,§M:1 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25*23 x 1=28.8A ZDERATED AMPACITY OF CIRCUIT CONDUCTOR o PER NEC TABLE 310.16 T TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR.··D-e PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY 2102 2 4 QPER NEC TABLE 310.16 1- O U) 0.96 xlx40= 38.4A > 28.8A O.K. 30A PV BREAKER WILL BE PROVIDED U) BACKFED 120% RULE 83 NEC 690.649(B)(2) AND NEC 690.64.(B)(7)ON CN C 120% x BUS FU\TING>=MAIN BREAKER + PV BREAKER 600 120% x 125A>= 100A+PV BREAKER all- 3> PV BREAKER <= 50A 20 30A<= 50A O.K. PV 4 (/ 141 WOJ--0841 onch, vil ¤£O£ I T: 714-676-8888 11/ \ u - €93 - 2 1 0.5 9 i1. 0 ie*4:J ·S B E JC U 0 . €969 4/5/0 86 -3 6 Ji - D U * 2 2 22 *3 1 1-4-2 ®11 a \0 K 2/f£25 fEa,t.-1 ---P E Ne e g @ ch. 73 0 8. a2kMME= O-03 O 6.2 w * ·E u o -=4 0 80 3 r. - .CS= C F. C 2,2 0 .D :23.9:29 p 088 . 7.-O 25 :61Wdl 2-50 4#0 1=U === ...p 0 \» ,= But:=30 EZ*\S uy <dism< *tg<82 * El = 0 /4 a 960 - *%3e 0 0 ..e83232 =21 2 e. 4 =I20£11,2 Ne e 0 1- 0 .- L 1ccepted B 1 mill 11111111 Iml I U lilli 1 11 111111 lilli Key Features • 6 years product warranty(materials and workmanship); 25 years modulepoweroutput warranty • Industry leading power tolerance: 15W (12%) • Strong framed module, passing mechanical load test of 5400Pa to withstand heaviersnow load • The 1stmanufacturer in PV industrycertified for ISO:TS16949 (Theautomotive qualitymanagement system) in module productionsince 2003 . ISO17025 qualifiedmanufacturer ownedtesting lab, fully complyingto IEC, TUV, ULtestingstandards SM CanadianSolar CS6P 210/220/230/240/250P On-grid Module CS6P isa robust solarmodule with 60solar cells. Thesemodules can beused for on-grid solarapplications. Ourmeticulous design and production techniques ensurea high-yield, long-term performance forevery module produced. Our rigorous quality control and in-house testing facilitiesguarantee Canadian Solar's modules meetthe highest quality standards possible. Applications . On-grid residential roof-tops . On-grid commercial/industrial roof-tops • Solar powerstations . Otheron-gridapplications Quality Certificates • IEC 61215, IEC61730, UL 1703, CEC Listed, CE • ISO9001: 2008: Standardsforquality management systems • ISO/TS16949:2009: Theautomotive quality management system • QC080000 HSPM: The Certification for Hazardous Substances Regulations 235 a !£5.4% C€ 8 Mil gul -SE www.canadiansolar.com L/. About Canadian Solar Canadian Solar isa vertically-integrated manufacturer of ingots, wafers, cells, solar modulesand custom- designed solar powerapplications. Canadian Solar was founded inCanada in 2001 and was successfully listed on NASDAQExchange (symbol: CSIQ)in November 2006. Bytheendof 2008, CanadianSolarhas amodule capacity of over 600MW. Withrevenue of 709.2million dollars in2008, a 134% growth in revenueover 2007, CanadianSolarhas becomeone of the fastest-growing companiesin the solarindustry. Headquarters 1 650 Riverbend Drive, Suite B Kitchener, Ontariol Canada N2 K 3S2 Tel:+1-519-954-2057 Fax: +1-519-954-2597 inquire.ca@canadiansolar.com www.canadiansolar.com .i'. 0/220/230/240/250P Electrical Data CS6P-210P CS6P-220P CS6P-230P CS6P-240P CS6P-250P Nominal Maximum Powerat STC (Pmax)210W 220W 230W 240W 250W Optimum Operating Vbltage (Vmp)29.OV 29.2V 29.6V 29.9V 30.1V Optimum Operating Current(Imp)7.25A 7.53A 7.78A 8.03A 8.30A Open Circuit Voltage (Voc)36.4V 36.6V 36.8V 37.OV 37.2V Short Circuit Current (Isc)7.89A 8.09A 8.34A 8.59A 8.87A Operating Temperature -406+852 Maximum System Voltage 1,000V (IEC) /600V(UL) Maximum Series FuseRating 15A Power Tolerance + 5W Pmax -0.43%/t VOC -0.34 %/C Temperature Coefficient ISC 0.065 %/C NOCT 45C Under Standard Test Conditions (STC)of irradiance of 1000W/m'i spectrumAM 1.5 andcell temperature of 25-0 Mechanical Data Cell Type Poly-crystalline CellArrangement 60 (6 x 10) Dimensions 1638 x 982x 40mm (64.5x38.7xl.57in) Weight 20kg (44.1 lbs) Front Cover Temperedglass Frame Material Anodized aluminium alloy Standard Packaging (Modules per Pallet)20pcs Engineering Drawings 1-V CurVeS (CS6P-230P) 9 957 1 932 8 i 7 7- 1 i g 5 5- E 54 4 3 3 -.000win,2 -512 -800v¥/m2 2 -25t -0 ....7 m I -600*/ml -45t 1 - --,100./0,2 -85t 0 0 0 5 10 15 20 25 30 35 40 0 5 10 15 20 25 30 35 40 45 Voltager/)Voltage(V} •Specifications included inthis datasheet aresubject to changewithout prior notice. Current(A) EN Rev 2 8 Copyright e 2009 C inad lan S 019. Inc Power-one,AURORAL-1 Renewable Energy Solutions PVI-5000-OUTD PVI-6000-OUTD GENERALSPECIFICATIONS OUTDOOR MODELS f.Mi 1 /3 0t Designed for residential and small commercial PV installations, this inverter fills a specific niche in the Aurora product line to cater for those installations producing between 5kW and 20kW. This inverter has all the usual Aurora benefits, including dual input section to process two strings with independent MPPT, high speed and precise MPPT algorithm for real-time power tracking and energy harvesting, as well as transformerless operation for high performance efficiencies of up to 97.1%. 42< The wide input voltage range makesthe invertersuitableto low power installations with reduced string size. This outdoor inver- ter has been designed as a completely sealed unit to withstand the harshest environmental conditions. AURORA 5] Al- . a .. ./:7&*4Gla9.,-F.:15*18/8 • Each inverter is set on specific grid codes which can be selected in the field • Single phase output • Dual input sections with independent MPP tracking, 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 enclosure for unrestricted use under any environmental conditions • RS-485 communication interface (for connection to laptop or datalogger)• Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP J TECHNICAL DATA PVI-5000-OUTD-US PVI-6000-OUTD-US Rated Grid ACVoltage 208: |240 |277 | 208 | 240 |277 1 Input Side (DC) 1 Maximum Usable Power for Each Channel 4000 4000 MPPTVoltage Range 200-530 200-530 Start- UpV61tage 200 (adj. 120-350)200 (adj. 120-350) Absolute Maximum Voltage (Vmax)600 600 Maximum Current (Idcmax) for both MPPT in Parallel 36 36 Maximum Usable Current per Channel 18 18 Number of Wire landingTerminals per Channel 1 1 Numberof Independent MPPT Channels 2 2 ArrayWiring Termination 1 Output Side (AC) Grid Standard Nominal Power Voltage Range (Vmin-Vmax) Grid Frequency; Range** Maximum Current (lac, mail Power Factor Total Harmonic Distortion At Rated Power 1Efficiency Maximum Efficiency CEC Emciency 1 Operating Parameters Consumption in Stand By INight) Consumption During Operation Topology 1 Mechanical Specifications Enclosure rating Cooling Conduit Connections Grid Wiring Termination Type Dimensions (W/11/D) UnitWeight Shipping Weight Mounting System Environmental Ambient AirTemperature Range Accoustic Noise Emission Level Relative Humidity Maximum Operating Altitude without Derating | Protection Devices 1 Output Anti-lslanding Protection External AC OCPD Rating Over-Voltage Protection Type Ilnput Reverse Polarity Protection Maximum Short_Circuit Current Limit per Channel Over-Voltage Protection Type PV Array Ground Fault Detection DC Switch Current Rating (Per Contact) Isolation Level Safety and EMC Standard Safety Approval 1 Features-Communication User-Interface (Display} Remote Monitoring (1 xRS485jncl.1 Wired Local Monitoring (1 xRS485 ind.) Wireless Local Monitoring Standard Warranty Available Models Standard,With DC Switch- Floating Array 'All d Aa B subject to chahge without notice ' I Adjustable low trip point to 57 Hz Contactmanufactwel for details V W V V V A A W V Hz A % % % V4Ms WRMS in(mm) lb(kg) dbA@1 m %RH ft(m) A,s A AN Years Screw terminal block 3 Knock-Outs: 1 14'or 1 "(wl Ring Reduter.) 10/2W or Split-0/3W 5000 183-228 | 211-264 |244-304 60:(59.3-60.5) 27 | 23 | 20 > 0.995 <2 97.1 96 | 96.5 |96.5 <8.0 2Q Transformerless NEMA 4 Natural Convection Trade size Kos: (2eaxl /21 and Dea x 1-1/4'.3 places'side, front, rearl ScrewTerminal Block Single wire 900C terminal wiring 12.8 x41.4x 8.7( 325 x1052 x 222 ) < 59.5 (27.0) 78(35.4) Wall bracket -13...+140;(-25...+60) with derating above 122 (50) <50 0-100 condensing 6560 (2000) According to UL 1741/IEEE 1547 35 30 | 25 Varistor, 2(l-N/L-PE) Yes 22 Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires,Floatinq Arrays) 25/600 Transformerless (Floating Arfay) UL 1741, CSA - C22.2 N. 107.1-01 cCIAus 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt.) PVI-USB-RS485_:32 (opt.), PVI-DESKTOP (opt.) PVI-DESKTOP (opt.) with PVI-RADIOMODULE (opt.) 5 PVI-5000-OUTD-US Screw terminal block 3 Knock-Outs: 1 14"or 1"(w/Ring Reducer.) 10/2W or Sit-0/3W 6000 183-228 1 2J1-264 I 244-304 30 1 28 1 24 <2 97.1 96 | :96.5 | 96:5 < 8.0 20 Transformerless NEMA 4 Natural Convection Trade size KOE Rea x 1 /21 and 42 ea x 1-1 /4",3 places side, front, reaf) ScrewTerminal Block Single wire, 90PC terminal wiring 1 2.8 x41.4,37(J ax 1052 x 222 ) < 59.5 (27.0) 78 (35 4) Wall bracket 1 -13...+140 (-25.,+60) with derating above 122 (50) <50 0-100 condensing 6560 (2000 ) According to UL 1 741/IEEE 1547 =·40 | 35 1 10 Varistor, 2(L-N/l-PE) Yes 22 Varistor, 2 for each channel Pre start-up Ri:o and dynamic GFDI (Requires Floating Arrays) 25/600 Transformerless (Floating Array) UL 1741, CSA-C22.2·N. 107.1-01 LSAys 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt.) PVI-USB-RS485_232 (opt.), PVI-DESKTOP (opt.) PVI-DESKTOP topt.) with PVI-RADIOMODULE (opt.) 5 PVI-6000-OUTD-US Attkme&*am,&*-37-22&41#2*4RWR®RMWN@ 3/8-16 X 3/4" SS HEX BOLT 3/8-16 SS FLANGE NUT , t--4 Iif, 3• 4 6105-T5 ALUMINUM C. 1-----------1---------1 1.-5 4 °° [410 IRAC000 U00 © 2008 UNIRAC, INC. SolarMount/SunFrame 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 UNIRAC.COM L-Foot UNIRAC-310068 k \.Lutaead Detail Library\CAD\UNIRLE- 310368_2:n Serraled L Fooldv,g, 6,24/2008 I:44:32 PIV SOLARMOUNT Technical Datasheets ... 1 1 1 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 End Clamp SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C 16' Washer Bottom L# A ' ,· (hidden..#ee Beam Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: ClearAnodized 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 11 1Y U EX ELL 7- 1.24 1.00 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 SOLARMOUNT Technical Datasheets :1:UNIRAC 0 A HINTI GROUP COMPANY I SolarMount Mid Clamp Part No. 302101C, 3021010, 302103C, 302104D, 3021050, 302106D Bolt Cia#04\ 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 W-20 T-bolt and one W-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 Applied Load Average Allowable Safety Design Resistance LOO DISTANCF Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N) FS lbs (N) ® T Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 Transverse, Zi 520 (2313)229 (1017)2.27 346 (1539)0.665 Y 741 (3295)Sliding, Xi 1194 (5312)490 (2179)2.44 0.620 -X Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001C, 302002C, 3020020, 302003C, 3020030,302004C, 3020040,302005C, 302005D, 302006C, 3020060,302007D, 302008C, 302008D, 302009C, 3020090, 302010C, 302011 C, 302012C Bea *. Y .X • End 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 End clamp weight: varies based on height: -0.058 lbs (26g) 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 14"-20 T-bolt and one 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 Dul:)/.11 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 r Sliding, Xi 142 (630)52 (231)2.72 79 (349)0.555 Dimensions specitted-In-Inches--wAIess-neted SOLAAMOUNT Technical Datasheets :1: UNI RAC A HILII GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Bea Bolt L-Foot - errated Fiange Nu Y -X 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 compohents are assembled with SolarMount series beams according to authorized UNIRAC documents For the beam to L-Foot connection: · Assemble with one ASTM F593 %"-16 hex' head screw and one ASTM F594 %'serrated flange nut · Use anti-seize and tighten to 30 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 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 - *01 ¤ SLOT FOR 361.*Wref - (.1 - I - 2.01 - 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, Z+ 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, Xt 486 (2162)213 (949)2.28 323 (1436)0.664 ® UNIRACE A HII! GROUP COMPENY * 6 SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 3101680 310208C, 310208C-B, 310240C, 310240C-B, 3102400, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 Approximate Weight (per linear ft) pif 0.811 Total Cross Sectional Area ir·12 0.676 Section Modolus 0<-Axis) irei 0.353 Section Modulus (Y-Axis) in? 0.113 Moment of Inertia (X-Axis) in4 0.464 Moment of Inertia (Y-Axis) in4 0.044 Radius of Gyration (X-Axis) in 0.289 Radius of Gyration (Y-Axis) in 0.254 SLOT FOR T-BOLT OR 4"' HEX HEAD SCREW 2.500 SLOT FOR T-BOLT OR 14" HEX HEAD SCREW 2X SLOT FOR SLOT FOR- BOTTOM CLIP BOTTOM CLIP 1.271 1.059 0.898 0.221 1.450 0.267 1.170 0.502 --1.728- 3.CO( SLOT FOR - 3" HEX BOLT SLOT FOR 3" HEX BOLT .387 -- .750 - Y Y A A -X -X 1.385 1, , I--1.207- 1.875- SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted f January 20, 2011 2#* UniRae 1411 Broadway Boulevard NE Albuquerque, New Mexic0 87102-1545 TEL: (505) 242-64 1 1 FAX: (505) 242-6412 Attn.: Engineefihg Department, Re: Engineering Certification for UniRac's SolarMount Code-Complaint Installation Manual 227.3 PZSE, Inc.-SWuctural Ehgineers has reviewed UniRac's "SolarMount Code-Complaint Installation Manual 227.3" published October 20 10 and specifically 4.Pact I. Procedure to Determine the Design Wind Load", and "Paft II: Procedure to Select Rail Span and Rail Type", The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data ahd analysis contained within the Installation Manual arc based on, and comply with the following: 1. 2009 Inteinationi11}uilding Code, by International Code Council, Inc.,2009 2. 2010 California Building Code, by California Building Standards Commission, 2011 . Aluminum Design Manual: Specifications iand Guidelines for Aluminum Structures, by The Aluminum Associatioh, 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 you have any questions on the above, do.not hesitate to call. Since ely, Paul acher, SE - President 813/ Sumet Avanue, 50,10 120 , Fti, 00ks, CA 95628 . 91 6.961.3960 916.961 3965 1 o WWW.1; 5 .fot I STRUCTURAL ENGINEERS FLANGE NUT END CLAMP 43_-1-OP MOUNnNG FLANGE NUT CLAMP / MID CLAMP T-BOLT. UGC-1 CLIP LAR MOUNT RAIL T=BOLT El T-BOLT UGC-1 CLIP RAIL 088 UAE- RAC0O © 2008 UNIRAC, INC. 1 Installation Detail 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA PHONE 505.242.6411 UNIRAC.COM URASSY-0006 SolarMount Rail Top Mounting Clamp Universal Grounding Clips lit·,Cod Del'.iii Librai ¢ CAD' IIR.-591-93-00_S.I.if Mr,Lint Rail-11(30 -1 21:p-Top IA.,unt rl,]11'11}.31:g, 8/22/2008 9.47:53 AM &F /9 1. Quick Mount PY 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 anchof fall protection equipment. f 0 4 2 k f P Locate, choose, ahd mark centers of rafters to be Carefully lift composition roofshinglewith roofing Slide mount into desired position. Remove any mouhted. Select tbe courses of roofing where bar, just above placemeht ofQuick Mount.nails that preveht getting the mount flush with Quick Mounts will be placed.front edge of shingle course. Mark center for drilling. ktr. 1 - 77»42:a. - IN' dED D Using dfill wit 7/32" bit, drill pilot hole into roof Clean off any sawdust, and fill hole with roof Slide mount back into position. Prepare hangerbolt and rafter, taking care to drill square to the roof. manufacturer's approved sealant with 1 hex nutand 1 sealing washer, insert through Do not use mountas a drill guide.block into hole and drive hanger bolt into after, tighteningtoa solid snugfit.* 8 You are now ready forthe rack of your - choice. Follow all the directions of tbe 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 :flashihg. B17.2.3-7 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com 2700 Mitchell Dr., Bldg 2 • Walnut Creek, CA 94598 May-2012, Rev 2 ---- Classic Composition Mount I QMSC 12.0 . 0 6 60 --i*L ---r - RACKING COMPONENTS NOT INCLUDED -212.0 1 @ 2.5 (-4-- i -3r--k ITEM - 1.5 -NO.DESCRIPTION QTY. 1U /al 1 Flashing, 12"x 12"x .050",AL * 1 2 Base Block, QMSC. Cast Al* 1 3 Hanger Bolt, 5/16" x 61 SS 1 4 Washer, Seoling, 5/16"ID x 3/4"OD, SS/EPDM 1 5 Hex Nut, 5/16-I 8. 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 f Quick Mount PV° TITLE: 3.0 QMSC: Classic Compostion1 - Mount *Availabje in mill, clear anodized, and dark bronze anodized finsihes. 7'Crillail Ah CON'ICEVT'Al ™El:.Op„.1,2:•CC .I.O:;1/TA,34···:IL·I=.,·1·PCI11(0LIC•·.•CU:,'.· ANYREPRODUCnO:*INP/RTCR/DO NOUCALE DRAWING ·.·MCE,//IUTIHE····-HEMPE,e!:IONOFC'J,C• •.10'NIC/0/9:ED. 1 1 1 4 3 UNLESS OTHERWISE SPECIFIED: DI•,811!011369: 1,11>.CHES TOLE:ANCES: FF, CTIONAL :1/16 01·FHACEDECIa,·1 :.1 1%0·'OPLACEDICI'l·d 1.01 2 SIZE DRAWN BY:JDA REV A DATE: 3/8/2012 4 SCALE: 1:4 | WEIGHT: 1.14 | SHEET 1 OF 1 Laa bull-out (withdrawal) caoacities (lbs) in tvoical lumber: Lag Bolt Specifications Specific Gravity 5/16" shaft per 3" thread depih 5/16' shaft per 1" thread depth Dou.glas Fir, Larch .50 798 266 Douglas Mr. South .46 705 235 Engel,hann Sprute, Lodoepole Pine (MSR 1650 f & higher).46 705 235 Ham, Fir .43 636 212 Hem, Fir (Noith) .46 7,05 235 Southdrn Pine:.55 921 307 Spruce, Pine, Fir .42 615 205 Spruce. Pine Fir (E of 2!million psiand 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 properlyplaced under one full c60rse above the nibunting block with at least some of the flash- ing extending up under the coursegabove that as well. See instructions on back. uick Mount P¥ IN|2ECT T'r*OOI