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Home My WebLink About10179443_3102 S. BAKER - Plan (2)1 CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: 31 01 S. BA Kek 5+ USE OF BUILDING: /FliEiE@3AL COMMERCIAL SUITE: INDUSTRIAL OTHER 3/2/05:forms/Bldg.App.Worksheet SAPIN #b / /7 9 ge/B MASTERID# NATURE OF WORK: NEW ALTER/T. I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION· 1 ST rL. 2ND FL.. TOTAL OF OTHER FLS: GARAGE/CARPORT: sr 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) :/5, 317 4/ BoOF Mou'Mt€O Phu¥-0 VOLI'lic- r®ouusi . val.1/AT\D 10 -#23 , DOO BUILDING OWNER'S NAME: -PHONE NO:05€. A. 6-(:36,4 tor-601 7 {4 - 194 - 413 1 ADDRESS:CITY STATE:ZIP: * 3 1 0 2 5 . 8 4 key 51 lan-tot 4¥Mt CA 9276-7 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:PBA :STATE CONTR. #:LICENSE CLASS:PHONE NO:Sok ; Beys (FROU¥% ILK /Tvvt ¢394,VS#(mu Cl-1059, 1 8, oqc 7/Lt -67 6-32»W1 ADDRESS:CITY:grew STATE:ZIP:45 I W LAM/7 tfit 'Of , 9:t 2-1 L FEN 6(6 14%*0/6 92,9>2/ WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LlC. #: 9005154 -/4 0% /1014 trA-4, roupevp,ahon 10$Vahle/A/Fl€X ARCHITECT/ENGIN#ER:STATE LICENSE #PHONE NO Davo\. t/09;V)€61/541*)/949 - 185-Ut 09 0 ADDRESS:CITY:STATE:ZIP: /02 91'/,eF) -lvy.6 Zn 60 1 +A /+f e YA CA 914 177 CONTACT NAME:93orMAA n Cle PHONE NO: ,6 -39£)-6 206 E-MAIL ADDRESS:jtchw#hellefow ev€Obi . Canl OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT#P/C FEE PD $ TYPE OF CONSTR:VALUATION: $SUBMITTAL DATE: 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 O Canopy El Card readers E Ceiling work CJ Change of occupancy (use) U Disabled accessible (H/C) restrooms Il Dust collector El Elevator shaft U Exterior doors or windows U Equipment pads E Interior demo U Kitchen equipment U Partition walls U Rated corridors E Rated shafts CJ Roof mounted equipment E Security bars 01 Screening for equipment El Skylights U Stairs El StorefronUfacade improvements U Storage racks or shelving over 5'-9" El Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: U Block wall U Complete demo El Fence 0 Fire signaling system El Fire sprinklers U Flagpole El Lawn sprinkler system U Light Standards El Parking lot paving U Parking lot striping El Pedestrian protection ED Pool/Spa 0 Signs El Spray booth El Temporary power pole U Trash enclosure CALCULATIONS FOR Job:LAMBAREN SOLAR PANELS Address: 3102 S. Baker Street Santa Ana, CA 92707 INDEX TO CALCULATIONS Sheet Item 1 design loads, wind uplift check 2 attachment check, lateral analysis Engineering Calculations Performed By: Doug Engineering 102 Pinon Tree Ln, Costa Mesa, CA 92627 949-285-5104 AU PIA: MASTER I.D. 1-OU G.P.kn_ PLANNER /M For: Sunbees Group Inc., dba True Power Solar 451 W. Lambert, Suite 212 Brea, CA 92821 0,3,(i,Trf:tfrirry'(<99(714)676-8888 Project Number TPS-1202 -CO.1 64.- - r-'5•11 Date:8/13/2013 #00¢ 69163 4 00»14/0BASIS FOR DESIGN CODE:2010 California Building Code ASCE 7-05 LIVE LOADS ROOF 20.0 psf TRANSFERRED BY PLANN!NG INSPEC b OUGH I KAME RETAIN PLANS FOF SUBJECT TO ITER* BELOW: O INTERIOR 9 1 O NO ENTER 7 O ALL ?:1, '.TE·R. 1 O SCRL .4'·NG O SUBMIT L.·\Ii[ LATERAL Seismic Design Category: D R 5.5 Seismic Use Group I SDS 1 SS 150 %SD1 0.6Sl 60% I 1 WIND Exposure C Figure 6-3 - Components and Cladding V* 85 mph Table values are multiplied 4 1 by XKzt 1 1=1.21 Exposure C a 3 ft CONDITIONS: l5 p 440 Pnet = 1 X Kzt X I X Pnet30 1 roof slope 7-27 degrees Atrib =20 sf Zone 1 Pnet30 = JZone 2 Pnet30 - Zone 3 Pnet30 - !09vmw@rd for a)i Zones 1 1 -14.0 psf (interior zones) All panels within Zone 1 &2 -23.0 psf (end zones)Use Zone 2 Value -31.5 psf (Corner Zones within a) 8.2 psf PROJECT: Lambaren Solar Panels Doug Engineering SHT.1 OF 2 CLIENT:TPS Civil Engineering DATE 8/13/2013 BY:DM DE JOB NO. TPS-1202 DESIGN LOADS Dead Loads Roof Conc Tile 9.0 psf Pupliftzl -14.0 psf 5/8" Ply shtg 1.9 Pupliftz2 =23.0 psf Rf Frm'g 2.8 PWLdown -8.2 psf Misc.1.5 0.6DL+WL (N) PV System 3.0 Pnetzl = 0.6*3.0-14.0 -12.2 psf Pnetz2 = 0.6*3.0-23.0 -21.2 psf Total DL 18.2 psf DL+WL LL 20 psf DL+WL =11.2 psf Uplift Check 2*4 trusses @ 24" o.c. Spacing 2.00 ft Trib panel width =6 ft E 1500000 psi Fb=900*1.5*1.15 1553 psi 1 5 inA4 Mallow2x4Wind =1109 #db Spanl 8.00 ft Mallow2x#LL =867 ft-lb Span2 8.00 ft See below for Wind Uplift loads Span3 8.00 ft due to concentated loads at attachments (Distance Wind Mmax P = Mmax to Att.Load Trib Load wind(ft· PVDL live(ft- Pts) a b Rl (lb) R2 (lb (psf) W (ft) (lb) lb) (lb) lb) Panel Edge 3.00 1 4.00 4.00 4.00 -162.7 -162.7 -21.2 6.0 -325.4 -650.7 46.0 80.11 2 7.12 7.12 0.88 -36.0 -289.4 -21.2 6.0 -325.4 -255.9 46.0 31.5 Panel Edge 8.12 Panel Edge 13.23 3 14.23 4 17.35 Panel Edge 18.35 Span 1 Uniform DL 8.00 73.0 73.0 9.1 psf 2.0 18.2 pif Span 2 Uniform DL 8.00 73.0 73.0 9.1 psf 2.0 18.2 Reactions at Spanl -125.7 -379.1 Negative values are uplift reactions Reactions at Span2 73.0 73.0 Mmaxwinduptift =649 ft-lb < 1109 ft-lb OK For DL+LL including the PV system weight point loads W=70.4 pif P = Mmax =676 ft-lb < 867 ft-lb OK 145.9 145.9 46.0 Ib PROJECT: Lambaren Solar Panels Doug Engineering SHT.2 OF 2 CLIENT:TPS Civil Engineering DATE 8/13/2013 BY:DM DE JOB NO. TPS-1202 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwuplift -325.4 Ib 5/16" Lag with min 2.5" penetration for each attachment Table 11.2A - NDS - Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 Ib Allowable wind load = 1.6*2.5*266 1064 Ib >325 Ib OK LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= = 1500 sf Wpanel = Wroofexisting = 15.2* 1500 =22800 Ib 15 *\Npanel = Wwallexisting = 15*80*4 =4800 Ib Wrestofarray = 41 Ib 615 Ib 175.2 Ib Wexisting -27600 Ib W -array V = 0.182W Vroofexisting =5023 Ib Existing Total Lateral Force Vroofwpanels -5167 Ib New Total Later Force 790.2 Ib % increase =5167 5023 *100%-100% =2.9% increase which results in less than a 10% increase in the stress of existing lateral resisting elements OK PROJECT SITE: JOSE A. LAMBAREN 3102 S. BAKER ST, SANTA ANA, CA 92707 714-754-4331 PROJECT SCOPE:--RMIT T RESIDENTIAL SOLAR ELETRIC S 15X327W ROOF MOUNTE MAM@ SYSTEM SIZE: 4.905 kW C BiE.QRC ARRAY AREA: 264 SF CONSTR. CODE EC FLOOD Z (E)ONE-STORY HOUSE FLOOD 2 MlCROF RADIAN ROOF k (N)5 PV MODULES RESIDEI bin (N)J-BOX (VE" DC CONDUIT- ARCHITECTURAL STRJCTURALACCEPTED FOR CONSTRUCTION SEPARATE PERMiTS t'96 RUQUIRED FOR ELECTRICAL, PLUMBES & CECKAMICAL PLANS ;This set of plans and sppeifications mist be kent on the jobat cli times and it ts Faic'Jfc! to ms!(eply[Y cflange,£6 or I1 altef ations on samo without writion permission from the City 01 Santa Ana. The acceptance of this plen end 8926(!cations SHALL NOT ROOF * | be beld to permit nor be an apprcyc! 01 the violation f149 11 Pv MODULES prol isions of ANY City Ordinance cf State Law.(N)INVEF i Acc3pted By --_.__0.-------Date- - CITY OF SANTA ANA ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2010 CA BUILDING CODE 201£RESIDENTIAL CODE YPE C13@1116 MECHANICAL CODE AD@81 C ELECTRICAL CODE YSTEM i , I -761;Ufl; 201 C PLUMBING CODE ENERGTIERDWED FIRE CQQNG 31¥1810N TYPE_...._JL..L....-.*-- --109 5 V.3)ITION__.2815-.-A-| ON £-=-.-I.--..1-/- , '.-.--r- O\4 -DATE 441 li :ONE CERTIF. REQ'D DATE ILM nor CUIRED: LBAR-le.9.822[iNA NONE V NTIAL DEV. FEE- 1) L DISTE:CT C! REVit...:3NS.. - .D AND· CONDITION 00 011 kodN I , ON.MOUTFICATI QA.li 1,4 f / ·7,-int.Ur-W FAve„ 21 00 1 W -ANS J Xm roet Mo-+02 M vo '+A-j v Fl„+PV-11t -BOX ' DC CONDUIT (E)125A MAIN SERVICE PANEL ZTER/\(N)AC DISCONNECT 69* VIECH GR 136[*2 - YES NO YES YE NO YES NO YES .1 / 01«\(N)J- DRIVE WAY SHEET ORDER PV 1: SITE PLAN, VICINITY MAP HOUSE PHOTO -2 3 PV 2: ROOF PLAN, SECTION DETAIL Vol U) CE IPV 3: ELECTRICAL LINE DIAGRAM CL U.11 DE*I AND NOTES 0 05 0.WOOI PV 4: REQUIRED SIGNAGE A U Ul ' ELECTRICAL CALCULATIONS , CO' - ZZ< O DMI OU) O ,PROBECimS_ImEURAL STRUCTURAL • Ill. I. ,111 7,:U/3,·ACCEPTED FOR CONSTRUCT[ON¥1 California ' 1 1 4, ..ow o81' Lodge Suites f '/elsy>' ELECTRICAL, PLUPAING & MECHANICAL PWANS SEPARATE PERMITS ARE REQUIRED FOIF This sot of plans and specifications must be kept 01$115 jobat all times end it M unlawful to make any clia@389 orailfrations on seme Mi:hout written permission fiO41 the 1 City' of Santi Ana.<J Of W 00 The acceptance of this Men and specifications SHALL NOT, 2, be he:d to permit ncr be an approval of the violat on of any(Novisions of ANY City Ordinance or State Law. Accepted By A.&0 n.,a l 5 h./2 1 -- ' \#pzY.GF SANA AN VICINITY MAP .-I 7 - > = N m m 'i , 1# / 65-40 =S:Rosewoo,.- ApiLS:- - I RRAY LOCATION 0 £102 4 L 90¥ 1 SITE PLAN WITH ROOF PLAN 3 HOUSE PHOTO PV-1 I SCALE: 1"=20'-0" N PV-11 N PV . 1 -I .. .. '- 1 1 ' W 1 V 714-754-4331 BREA, CA 92821 T: 714-676-8888 1 01 0 9 4 43 (14)8 ATTACHMENTS @72"0.C.MAX ROOF 2, \ (14)5 PV MODULES (N)J-BOX. ..3 / 11)" DC CONDUIT- --,«23 L v ROOF ¥ (N)10 PV MODULES (N)INVERTER/ 39- A \ »1)16 ATTACMENTS 7-9 @72"0.C.MAX / \NN)J-BOX »NE" DC CONDUIT \ NE)125A MAIN SERVICE PANEL \(N)AC DISCONNECT MODULE TYPE, DIMENSIONS & WEIGHT MODULE TYPE=SUNPOWER SPR-327NE-WHT-D MODULE WEIGHT=41.0LB MODULE DIMENSIONS=61.39"X41.18" = 17.56SF UNIT WEIGHT OF MODULES=2.33PSF ROOF 1 PANEL WEIGHT PER ATTACHMENT=25.6LB ROOF 2 PANEL WEIGHT PER ATTACHMENT=25.6LB SOLAR MODULE / / 1 ROOF PLAN PV-21 SCALE: 1" t =20'-0" N END CLAMP ROOF TRAC RAIL 1 1 illill'ill//im//////////////99%,/% ARRAY & ROOF INFO CONCRETE S TILE- C ROOF TYPE- CONCRETE S TILE EI FTILE TRAC- i ROOF FRAMING- 2"X4" TRUSS @24"O.C.11/ ///// iti///1///////// //// ////\\4ROOF SHEATHING-ROOF SLOPE- 21° 2")<4" TRUSS@24"0.C.ROOF 1 AZIMUTH- 180°AWL,;2-·4¥rn- ROOF 1 PANEL AREA- 176 SF 110/rE69163 *&1 :")<3" LAG BOLM- ROOF 1 FACE AREA- 547 SF U ( EXP. 06.30-14 }.ll1 .1 W2" MIN. PENETRATION % COVERAGE- 32%'Le/£!S..2*/ ROOF 2 AZIMUTH- 270° ROOF 2 PANEL AREA- 88 SF ROOF 2 FACE AREA- 871 SF 2 CONNECTION DETAIL % COVERAGE- 10%PV-21 PV 2 714-754-4331 BREA, CA 92821 T: 714-676-8888 WIRE/CONDUIT SCHEDULE MODULE SPECIFICATION TAG DESCRIPTION 1 ARRAY TO TRANSITION BOX 2 TRANSITION BOX TO INVERTER 3 INVERTER TO AC DISCONNECT 4 AC DISCONNECT TO MSP 5 BARE COPPER WIRE 6 EQUIPMENT GROUND 7 POWER TO MONITORING SYSTEM 8 INVERTER TO MONITORING SYSTEM MONITORING SYS IEM 10 HOME NEIWORKING 9 CONNECTION CONDUIT CONDUCTOR TYPE/SIZE SIZE/TYPE #10 AWG USE-2 N/A #10 AWG THWN-2 i"EMT #10 AWG THWN-2 *'EMT #10 AWG THWN-2 1"EMT #8 AWG SOLID N/A #8 AWG THWN-2 t'EMT #12 AWG THWN-2 *'EMT #22 AWG COM.WIRE 1"EMT UV RES. CAT IV CABLE N/A NOTES MODEL NO.SPR-327NE-WHT-D PEAK POWER 327W FREE AIR RATED VOLTAGE (Vmp)54.7V RATED CURRENT (Imp)5.98A OPEN CIRCUIT VOLTAGE (Voc)64.9V SHORT CIRCUIT CURRENT (Isc)6.46A INVERTER SPECIFICATION INVERTER MAKE POWER ONE INVERTER MODEL PVI-5000-OUTD-US MAX. DC VOLT RATING 600V MAX. AC APPARENT POWER 5000W NOMINAL AC VOLTAGE 240V MAX AC CURRENT 23A - -3 1 -1 GENERAL ELECTRICAL NOTES: +1 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. - 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL4 2 1 4 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. 1-CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE 1 0 5. ALL CONDUCTORS, EXCEPT USE-2, SHALL BE INSTALLED IN APPROVEDINCREASE, CONDUIT FILL AND VOLTAGE DROP. Ih 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.-11 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 I 0 0 h £ ARRAY DETAILS NO. OF MODULE PER STRING 5 NO. OF STRINGS 3 ARRAY WATTS AT STC 4.905kW MAX. VOLTAGE 344.8V UTILITY Bl-DIRECTIONAL ELECTRIC METER EXISTING MAIN SERVICE PANEL 125A, 240VAC, 1 PH, MCB 1 100A«D J-BOX NEMA 3R DC INTERFACE POWER ONE PVI-5000-OUTD-US INTEGRATED DC 5000W, 96.5% CEC DISCONNECT 240VAC, 23A AC INTERFACE AC DISCONNECT 240VAC, 30A Cih NEMA 3R, UL LISTED 0/ 15A Ui 3Nll 31 MVhIDVI 1 El- / MPPT 1 ---7- lg MPPT 2 ./ .u DC- MPPT 1 -1.,-l-6 MPPT 2 1 Ll - L2 0 30A SMS DATA LOGGER i 5 GND N L2 Ll EXISTING GROUND ETHERNET CONNECTION TO DSUCABLE MODEM PV 3 714-754-4331 BREA, CA 92821 T: 714-676-8888 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: 12.0 ADC OPERATING VOLTAGE: 273.5 VDC MAXIMUM SYSTEM VOLTAGE: 344.8 VDC MAXIMUM SYSTEM CURRENT: 16.2 ADC MPPT 2 OPERATING CURRENT: 6.0 ADC OPERATING VOLTAGE: 273.5 VDC MAXIMUM SYSTEM VOLTAGE: 344.8 VDC MAXIMUM SYSTEM CURRENT: 8.1 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 5. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2) SOLAR AC DISCONNECT 6. LABEL FOR INSIDE MAIN SERVICE PANEL: 690.64(B)(7) WARNING! INVERTER OUTPUT 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 MATERAL. 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 AND AT ALL PV COMBINER AND JUNCTION BOXES. ELECTRICAL CALCULATIONS MPPT 1 OPERATION VOLTAGE= 5 X 54.7= 273.5 V OPERATING CURRENT= 2 X 5.98= 12.0 A MAX PV VOLTAGE & CURRENT CALC'S RECORD LOW TEMP.(°C): 2 TEMP.COEFF (V/°C): -0.1766 OPEN CIRCUIT VOLTAGE(Voc): 64.9 MAX PV SYSTEM VOLTAGE (PER NEC 690.7) (-0.1766)x(-(25-(2))x5)+(64.9x5)= 344.8 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 1.25 x Isc x # STRINGS 1.25 x 6.46 x2= 16.2 A ELECTRICAL CALCULATIONS MPPT 2 OPERATION VOLTAGE= 5 X 54.7= 273.5 V OPERATING CURRENT= 1 X 5.98= 6.0 A MAX PV VOLTAGE & CURRENT CALC'S RECORD LOW TEMP.(°C): 2 TEMP.COEFF (V/°C): -0.1766 OPEN CIRCUIT VOLTAGE(Voc): 64.9 MAX PV SYSTEM VOLTAGE (PER NEC 690.7) (-0.1766)x(-(25-(2)*5)+(64.9x5)= 344.8 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 2 1.25 x Isc x # STRINGS o: 12 1.25 x 6.46 x1= 8.1 A :35 900 Con:ODC CONDUCTOR AMPACITY CALC'S 0- LU Qi # OF STRINGS PER INVERTER: 3 DRA.R QoME EXPECTED WIRE TEMP. (°C): 53 28 Mil TEMP CORRECTION PER TABLE 310.16: 0.76 Emasz # OF CURRENT CARRYING CONDUCTORS: 6 H m t. >: < z z < E LCIRCUIT FILL CORRECTION PER TABLE 310.15(B)(2)(a): 0.8 O D (0 4 C OcootcCIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8 (A&B) (FROM PANELS TO INVERTER): 1.25 x 1.25 x Isc x # PER STRING 1.25 x 1.25 x 6.46 x 1 = 10.1 A W 0 6 DERATED AMPACITY OF CIRCUIT CONDUCTOR Z PER NEC TABLE 310.16 -51 iRTEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR.00 g PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY * PER NEC TABLE 310.16 5 N 0.76 x 0.8 x 40= 24.3A > 10.1 A O.K. · 0 AC CONDUCTOR AMPACITY CALC'S # OF INVERTER: 1 EXPECTED WIRE TEMP. (°C): 31 TEMP. CORR. PER NEC TABLE 310.16:0.96 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 z 2 LLI ,-- 81# OF CURRENT CARRYING CONDUCTORS: 3 lili 5 CO < I58"0CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 115 W Ni CIRCUIT CONDUCTOR AMPACITY: 40A 2 15 225 W < U; <i REQUIRED CIRCUIT CONDUCTOR AMPACITY g09(I PER NEC TABLE 690.8(B):0.-)(9(01 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25 x 23 x 1 = 28.8A Z DERATED AMPACITY OF CIRCUIT CONDUCTOR Q PER NEC TABLE 310.16 <LU J (0 TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR.W85 PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY d 4 9# 0 0. PER NEC TABLE 310.16 0.96 xlx40 =38.4A >28.8A O.K. 30A PV BREAKER WILL BE PROVIDED <r CO 10 r- BACKFED 120% RULE PER NEC 690 Ni 00120% x BUS RATING>=MAIN BREAKER + PV BREAKER Z Iii 120% x 125A>=100A+PV BREAKER 0 1- O< -0PV BREAKER <= 50A 30A<= 50A O.K. PV 4 /14-/34-4311 Dr,CA, UK RZOZ I T: 714-676-8888 1. 791\1 20 3 -/ iv -- n ,SON POWER 20% EFFICIENCY SunPower E20 panels are the highest efficiency panels on the market today, providing more power in the same.amount of space TRANSFORMERLESS INVERTER COMPATIBILITY Comprehensive inverter compatibility ensures that customers can pair the highest- efficiency panels with the highest-efficiency inverters, maximizing system output POSITIVE POWER TOLERANCE Positive tolerance ensures customers receive the rated power or higher for every panel RELIABLE AND ROBUST DESIGN SunPower's unique MaxeonTM cell technology and advanced module design ensure industry-leading reliability MAXEONTM CELL TECHNOLOGY Patented all-back-contact solar cell, providing the industry's highest efficiency and reliability. SERIES Ill'22»V"111 IFTTILNervd:.d E20/333 and E20/327 SOLAR PANELS THE WORLD'S STANDARD FOR SOLARTM Sun Power E20 Solar Panels provide today's highest efficiency and performance. Powered by SunPower MaxeonTM cell technology, the E20 series provides panel conversion efficiencies of up to 20.4%. The E20's low voltage temperature coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. SUNPOWER'S HIGH EFFICIENCY ADVANTAGE THIN FILM CONVENTIONAL E..2 4 SERIES SERIES SERIES 2 £==. a .. liEE...61 PVC(CLE 0: *00/b. 820 20% 15% 10% 5% SUNPOWER E20/333 and E20/327 SOLAR PANELS MODELS: SPR-333NE-WHT-D, SPR-327NE-WHT-D ELECTRICAL DATA Measured at Standard Test Conditions [STC): Irrodiance 1000W/mt AM 1.5, and cell lemperalure 25° C 1-V CURVE Nominal Power (+5/-0%) P Cell Efficiency n nom 333 W 327 W 22.9 %22.5 % 7 1000 W,'m' at 50° 2 L 6 -1000 w/..· Panel Efficiency q 20.4 %20.1 % Rated Voltage Vm¤¤54.7 V 54.7 V 5 4 800 W/m, Rated Current Open-Circuit Voltage Short-Circuit Current t 3 6.09 A 5.98 AmpP 500 W/m' 2 V0C 65.3 V 64.9 V 1 SC 6.46 A 6.46 A 200 W/m' 0 IEC 1000 V 0 10 20 30 40 50 60Maximum System Voltage 70 Temperature Coefficients Power (P] -O.38 %/K Voltage M Voltage {Vocl - 176.6 mV/K Current/voltage characteristics with dependence on irradiance and module temperature. Current ('SC)3.5 mA /K NOCT 45° C +/- 2° C TESTED OPERATING CONDITIONS Series Fuse Rating 20 A Temperature -40° C to +85° C Limiting Reverse Current (3 strings) 1 Grounding R 16.2 A 550 kg/m2 (5400 Pa), front (e.g. snow)Max load w/specified mounting configurationsPositive grounding not required 245 kg/m2 (2400 Pa) front and back (e.g. wind] ELECTRICAL DATA Measured ot Nominal Operating Cell Temperature (NOCT): Irrodiance 800W/rn:,20° C, wind 1 m/s Impact Resistance Hail: 25 mm at 23 m/s Nominal Power P 247 W 243 Wnom Rated Voltage Vmpp 50.4 V 50.4 V WARRANTIES AND CERTIFICATIONS Rated Current Impp 4.91 A 4.82 A Warranties 25-year limited power warranty Open-Circuit Voltage Voc 61.2 V 60.8 V 10-year limited product warranty Short€ircuit Voltage 'sc 5.22 A 5.22 A Certifications IEC 61215 Ed. 2, IEC 61730 (SCII) MECHANICAL DATA Cells Front Glass Junction Box 96 SunPower Maxeon" cells High-transmission tempered glass with anti-reflective (AR) coating IP-65 rated with 3 bypass diodes 32 x 155 x 128 mm Output Cables Frame Weight 1000 mm cables / Multi-Contact (MCA) connectors Anodised aluminium alloy type 6063 (black) 18.6 kg DIMENSIONS MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES (IN)12X 06.6 [.26]10X 04.2 [.17]30[1.18] - - 2X 11.0[.431 1- 2X 577[22.70] -1 180[7.071 - -| 322[12.69] |-4X 230.8[9.09] -1 1 - IIIIIIIITIII IXIXIIXIIIIE (B) IIIIXII III. IIIIIII IIIII IIII BH / f ENDSL IIIIIII III IIIXIII IIIT IIIIIIIIIII. 1559!61.39]46(1·811 - -(A)915[36.02] 1200[47.24] 12[.47]1535[60.45] 7 Please read safety and installation instructions before using this product, visit sunpowercorp.com t-r A power=ong L-/ Renewable Energy Solutions AURORA PVI-5000-OUTD - - PVI-6000-OUTD r:<6*Ssssiss&61 GENERALSPECIFICATIONS OUTDOOR MODELS 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. iA i mlit¢'11:,4,1//f/,4,../,3.4. 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 i .1 • tracking and energy harvesting, as well as transformerless 1 J operation for high performance efficiencies ofup to 97.196. 10I0IFM,jil The wide input voltage range makesthe inverter suitableto low power installations with reduced string size.This outdoor inver- ter has been designed.as a completely sealed unit to withstand Al JRORAthe harshest environmental conditions. DJ • 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 / all:rel:almr•} 0 e V ORA UNO TECHNICAL DATA Valuesi PVI-5000-OUTD-US PVI-6000-OUTD-US Rated Grid ACVoltage V 208 240 277 208 240 277 Input Side (DC] Maximum Usable Power for Each Channel W 4000 4000 MPPTVoltage Range V 200-530 200-530 Start- Up Voltage V 200 (adj. 120-350)200 Cadj. 120-350 ) Absolute Maximum Voltage (Vmax) V 600 600 Maximum Current (Idcmax) for both MPPT in Parallel A 36 36 Maximum Usable Currentper Channel A 18 18 Number of Wire landing Terminals per Channel 1 1 Numberof Independent MPPTChannels 2 2 ArrayWiringTermination Output Side (AC) Grid Standard Nominal Power Voltage Range (Vmin-Vmax) Grid Frequency; Range" Maximum Current (lac, max) Power Factor Total Harmonic Distortion At Rated Power Efficiency Maximum Efficiency CEC Efficiency Operating Parameters Consumption in Stand By (Night) Consumption During Operation Topology Mechanical Specifications Enclosure rating Cooling Conduit Connections Grid Wiring Termination Type Dimensions (W/H/D) Unit Weight Shipping Weight Mounting System Environmental Ambient Air Temperature Range Accoustic Noise Emission Level Relative Humidity Maximum Operating Altitude without Derating Protedlon Devices Output Anti-Islanding Protection External AC OCPD Rating Over-Voltage Protection Type Input 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 Safetyand EMC Standard Safety Approval Features- Communication User-Interface (Display) Remote Monitoring (lxRS485 incl.) Wired Local Monitoring (lxRS485 incl.) Wireless Local Monitoring Standard Warranty Available Models Standard- With DC Switch· Floating Array ·All datats wbject to change without notice •' Adjustable low vip point to 57Hz. Contact manufacturer for details Screw terminal block 3 Knock-Outs: 1 16'or 1'(w/Ring Reducer.) 10/2W or Split-0/3W W 5000 V 183-228 211-264 244-304 Hz 60;(59.3-60.5) A 27 23 20 > 0.995 % <2 % 97.1 % 96 96.5 96.5 WAU' <8.0WR'As 20Transformerless NEMA 4 Natural Convection Trade size KOs: (2eax 1 /21 and (2ea x 1 - 1 M",3 places side, front, rear) Screw Terminal Block Single wire, 90°C terminal wiring in(mm)12.8 x41.4x 8.7(325 x1052 x 222) lb(kg) <59.5 (27.0) lbs (kg)78( 35.4) Wall bracket F(°C)-13_+140(-25_+60) with derating above 122 (50) db A@ I m <50 %RH 0-100 condensing ft(m)6560 (2000) According to UL 1741/IEEE 1547 65 35 30 25 Varistor, 2{L-NA-PE) Yes A 22 Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) AN 25/600 Transformerless (Floating Array) UL 1741,CSA-C22.2 N.107.1·01 (CSAU, 16 characters x 2 lines LCD display AURORA·UNIVERSAL (opt.) PVI-USB-R5485_232 (opt), PVI-DESKTOP (opt.] PVI-DESKTOP (opt.) with PVI-RADIOMODULE (opt.) Years 5 PVI-5000-OUTD·US Screw terminal block 3 Knock-Outs: 1 "or 1 '(w/ Ring Reducer.) 10/2W or Split-0/3W 6000 183-228 211-264 244-304 60;(59.3-60.5) 30 28 24 > 0.995 <2 97.1 96 96.5 96.5 < 8.0 20 Transformerless NEMA 4 Natural Convection , Trade size KO5: (2eaxl/27 and (2ea x 1 -1/413 places side, front, rear) 5crewTerminal Block Single wire, 90°C 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 40 35 30 Varistor, 2(L-N/L-PE) Yes 22 Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) 25/600 Transformerless (Floating Array) UL 174 1, CSA- (22.2 N. 107.1·01 ICSAu; 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt.) PVI-USB-RS485_232 (opt.), PVI-DESKTOP Com.) PVI-DESKTOP (opt.) with PVI-RADIOMODULE (opt,) 5 PVI·6000-OUTD-US SOLARMOUNT Technical Datasheets :i: UNI RAC A IllITI 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 SolarMount Beam Connection Hardware 3 L-Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Bottom Up Clip material: One of the following extruded aluminum 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 1/11,-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 ' Washer Bottom f£\ up clip ,/Al,t (hidden.Pe t310.-). Beam Bolt Y J i -- - 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 :i: UNI RAC AHIt.TI GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 3021010, 302103C, 302104D, 3021050,302106D -5 Mid'' Clamp 4 Jermfbd· 4\Bolt J Beam Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-1-5, 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 1/4„-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 1 , LOO DESTANCE DITWEEN MODULES I n I TE Y L.X 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, Xt 1194 (5312)490 (2179)2.44 741 (3295)0.620 SolarMount End Clamp Part No. 302001 C, 302002C, 3020020, 302003C, 3020030,302004C, 302004D, 302005C, 3020050 302006C, 302006D, 302007D, 302008C, 3020080 302009C, 302009D, 302010C, 302011 C, 302012C Flange Nut '11. ·.t 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 1/7-20 T-bolt and one 1/7-20 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 .#ftd Clamp4596nated .-- ,- 1.5 MOCKu i TH[OOESS Dimensions specitted-*unches--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, Z+63 (279)14 (61)4.58 21 (92)0.330 Sliding, Xi 142 (630)52 (231)2.72 79 (349)0.555 a SOLARMOUNT Technical Datasheets :1: UNI RAC A 1111.Ti GROUPCOMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D L-Foot rrated 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 %"-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 L.x r E 1 1 - 1 - Aol 3X SLOT FOR . 4 MAA£*ARE + - , (1 1... , Dimensions specified in inches unless noted 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 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, Xi:486 (2162)213 (949)2.28 323 (1436)0.664 0 e SOLARMOUNT Technical Datasheets :i: UNIRAC A HILT GROUPCOMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 3102400, 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 irf 0.676 1.059 Section Modulus (X-Axis) in3 0.353 0.898 Section Modulus (Y-Axis) in3 0.113 0.221 Moment of Inertia (X-Axis) 04 0.464 1.450 Moment of Inertia (Y-Axis) ind 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 14"HEX HEAD SCRF.A, , 2.500 SLOT FOR T-BOLT OR 14" HEX HEAD SCREW 2X SLOT FOR SLOT FOR - BOTTOM CLIP BOTTOM CUP 1.728 -- 3.(00 SLOT FOR - 6" HEX BOLT SLOT FOR -M-rp 1.316 1.385 4" HEX BOLT a.1 Y .387 --V 1, , .750 --- 1.207- 1.875 --Y "f x 1--X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted ® STRUCTURAL ENGINEERS January 20,2011 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 TEL: (505) 242-6411 FAX: (505) 242-6412 l/0 / 1§11 IU S3878 / # 4 81-13 1*#-- 44918* 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 of the 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, 2011 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 you have any questions on the above, do not hesitate to call. Sincekly, Paul cher, SE - President 8137 Sunset Avenue, Suite 120 • Fair Oaks, (A 95628 • 916.961.3960 + 916.961.3965 1 + WWW.P 5 .COM professional TileTrac®SOLAR productsn Installation Manual n 04 Date Modified: 09/12/07 APPLICATION: The TileTrac® attachment can be used on both composition (comp) and concrete tile roof surfaces. The TileTrac® 1-T-18S is in- tended for use on comp roofs and the Tile- Trac® TT-18T is intended for use on tile roofs. Note: The TileTrac® is not recommended for clay tile roofs. WARNING All Professional Solar Products (ProSolar) are engi- neered and tested to withstand stated specifica- tions (as stated on published specification sheets) when installed properly. Failure to install properly rrtay decrease the performance of the installation. Symbol Legend - Explanation or Install Tip SAFETY All regional safety requirements should be followed when installing ProSolar Products. All tools and equipment located on the roof should be secured to avoid falling object haz- ards. All equipment/tools should be properly maintained and inspected prior to use. Any exposed studs should be protectively capped to help avoid injury. This installation manual is intended for use by professional installers with a working knowledge of construction principles. Important Product Performance Information Critical for Safety Tool List • Chalk line • Cordless rota ry hammer drill with 3/8" carbide masonry bit (for concrete roof tile drilling). • Cordless standard drill with 3/16" long drill bit (for lag bolt pilot hole) • Cordless standard drill with 1/4" carbide masonry bit (for breaking through composition roof shingle surface only; NOT FOR PILOT HOLE) • Cordless impact wrench with 1/2" socket • Mastic or roof sealant recommended: Tripolymer based, such as Geocel 2300 • Lumber Crayon • 3/16" T-handle hex key (for composition shingle roof) • Precision electronic stud sensor • Dead-blow hammer (approx. 20 oz) Page 1 of 8 --Lk- Use of a Rotary I cr Hammer drill is 1 highly acorn- - mended. A Rotary Hammer drill (est. retail: $500-$700) reduces concrete roof tile drill time to approx. 2 seconds. A hammer drill (est. retail: $250) will dramatically in- crease drill time to over one minute. Use of a standard drill will increase time to approx. 10 minutes. professional TileTrac®SOLAR products;Installation Manual Date Modified: 09/12/07 Installation steps overview 1) System layout & chalk line marking 2) Locating roof rafters along chalk lines 3a)Scaling/attaching TileTrac®(S-Tile Roof) 3b)Sealing/attaching TileTrac® (Composition Shingle Roof) 4) Clean up/Quality Inspection Step 1: System layout & chalk line marking Chalk line - to reference Prior to beginning attachment work, the system ,0>1 ...-1-5\ support rail placement ..4< 1 roof layout should be defined. -.. A drawing or sketch, prior to roof work, is . ......\ .....7. ...... .....3-<2 / recommended.44.- ..><-, Upon finalizing layout, use chalk lines to mark support rail locations. The chalk lines will be used to align TileTrac® attachment points. Note: All support rails should be placed 48" apart along the module length. The rail dis- tance from the end of the module will vary based on module size. 4/ -- )222- 0:22 .<.. ....E / Note: When configuring .......GA -i-*/ayout account for a 0.6"inter- - . >0 module clamp space between modules and 2" for each end of the modu/e array for end clamp spacing. *k The 48" grid design is based on 12", 16" or 24" on center (o/c) rafter spacing. - (12" x4= 48", 16" x3= 48", 24" x2= 483 All product specifications are based on 48" paired support rail spacing. Proper module/rail orientation-single array sample Clamps must secure the module on the /ong end of the frame. The span of the two support rails should be 48". 3¢%588*:***Di EXAMPLE: (Using a 64" long module) A IV -V- t 29<P<>C><>05 7 48" 64" ' 2.0" End ClampO.6" Intermodule U.02< ... _- --v vspacing1 1 clamp spacing 11 ,- 8" vPage 2 of 8 V professional TileTrac®SOLAR products Installation Manual Date Modified: 09/12/07 For installations requiring more than one row, with no spacing between rows, the distance between adjacent rail pairs will measure approximately the length of the module less 48". e- I - - Snap chalk lines along r= -= the /ocation of where the - - support rails will be - - placed once spacing is r= C - r=- F calculated and measured.- / -/ = The measurements and formulas listed above are the recommended and engi-48"neered values for the RoofTrac® mount- ing system-non-tilt up.Actual spacing will be deter- mined on pattern of the .roofing material to ensure a proper seal. Step 2: Locating roof rafters along chalk lines 1) Since rafters are normally located every 48",//1327\on cdnter (o/c), finding one reference rafter should be sufficient for approximating the lo- cation of additional rafters by measuring 48"42 ../'40 ...·--- \59« from the center of the first.Nkp- \-- 1...ha<%*2< 3-44 .--i 11% r 2) If the roof eve (bottom edge of roof) is ex-...i:%%4.,./. ----. ---''posed, reference the bottom edge of the roof 2< rafter location and use to approximate the lo- cation of the roof rafter/intersection chalk line on the upper section of roof. (EASIEST FOR *\ 1 ..24 TILE ROOF) -/-\1/05- 1 \\ / / \06.- .... :be#--==C==-=.(%%21.nt) ...'..I:>-- Al ---...n:- If the roof hasaclosed orblind soffet 9-ir' i \\ 1 (enclosed rafters not visible at roof edge),cfr=--....0% ,=:30 the nailing pattern along the fascia board L__1 (board attached to ends of rafters) may indi- , -':-'intersed ./ncate the after location at the bottom edge .F?65 ..60 (Attachment) ..2-.- of the roof.11>C 3<5>'.w Nt«Page 3 of 8 professional TileTrac®SOLAR products Installation Manual Date Modified: 09/12/07 Step 3a: Attaching/ Sealing TileTrac® (Concrete Curve Tile Roof) Mark (with lumber crayon) or account for ALL holes, including small nail holes to ensure roof is properly sealed. Approximate attaching/sealing time: 5 min. per attachment. 0 x; STEP 1 h STEP 2 N STEP 3 47 X STEP 1: Select a tile in the area of the roof after referenced by your chalk lines. STEP 2: Remove the tile by push- ingand pullingthe tile, usually held in place by a small nail. STEP 3: using an electronic stdd finder locate the rafter center. Mark a reference point on the tile above. 7£3£ Alternate methods of finding rafter center (STEP 3): -< 1) Using a dead-blow hammer, lightly tap perpendicular to the after until a solid sound is heard. Mark this location.2) If attic is accessible, driving a nail upward beside the after may provide an adequate reference point. r. - 2*1 ./0 /X Roofing mastic/sealant must be applied per manufacturer's specifica- tions. Mastic/sealant should be fresh and applied at room tempera- ture, as necessary. = ™ STEP 4 1> STEP 5 STEP 4: Drill several holes (if nec-STEP 5: Insert the lag bolt and essa ry) to locate the exact after washer through the TileTrac® and center. A 3/16" pilot hole drill bit is apply fresh sealant to the base. recommended. Page 4 of 8 4% professional TileTrac®SOLAR products Installation Manual Date Modified: 09/12/07 1 a » 1 ./ AL ls-ealed,Mincloding th©riginall IRZiMZWRaia;FRMil@'TR 53%X galiiduces:concrete-roofitile.drill Eim:No:approx*-seconci:.41 45 15 6. *w STEP 6 STEP 6: Install the lag bolt into the roof (cordless impact wrench rec- ommended) using a 1/2" socket drive until the lag bolt is seated. DO NOT OVERTIGHTEN. The sealant sho® flow outward sealing any holes made to locate the rafter. 1 . .c STEP 7 .A STEP 7:lifter boltirig TileTrac® to the- roof, slide the.upper carriage into theborrect position under the crown of the tile. . , r . L..U r cceasgidfif®JEfol williincrease,time.to:approx¥1.Qrol tiledrill.htmforidemonstration! 14 94-,»1 r .44 »,Ill h X \- h\- P. C -4 6 ti 41 -2>- » 4i CROWN OF THE' · 4 r TILE (Highest/' 4< 1 UO 41 · strongest point) w 1 48\i ./2 L L 4- ,.A. 9 t41 1 14-3 y . 425 4 445 STEP 8 ,9 ©k.\44\STEP 9 < STEP 10 4 ... ' ' STE¢8: Replace thetildby IiI)ing · up the snap lines, the tilb is now ready to be marked and drilled. STEP 9: Using A 3/8'. carbide bit and a rotary hammer, drill through the crown of the tile at the intersection of the chalk line and the reference marks. STEP 10: Insert the thrdaded shaft through the tile into the upp6r carriage. Bind two 3/8" nuts (provided) using two opposing 9/16" wrenches and tighten to 14 ft. lbs. ekimigZimagmiI[Elkl{Il=Wi[Itio(!tiz!=inlmfk[!)GiN[kDit[1%[iGIKIkmelimil $[®IEg©£/Sdi/Mbll..MliERB7mE!#123GlIKEI[Elbili}9{IDDEGR//luitg/£611/fa(Rrig®GiM!1ID«RBI!3m]3€970.ril'll:-iMICE,11**litfl c ty|titi(miiccmgi0iuz*,«NI#*1.MittilgmitmmN81![Ilig!(tilmmoE![47(ill (1:mqr®GD[Rtagginmalg*(13;114,Gl#[Nk![pdlftilhlimaltia#IGE)[tz[Zsib i -0 Page 5 of 8 professional SOLAR productsjo· Ct + 4 '%: STEP 11 STEP 11: Apply UV rated sealant around the threaded shaft and com- press with a 3/8" washer included in the kit. The 3/8" box-end wrench can be used for this. TileTrat® Installation Manual Date Modified: 09/12/07 A 3 i 2, STEP 12 STEP 12: Apply UV rated sealant around the top of the washer to com- plete the waterproof tile seal. Now the tile is completely waterproof. *1 Step 3b: Attaching/ Sealing TileTrac® (Composition Roof) 4 STEP 1 STEP 1: Using a precision stud finder, locate the absolute center of the rafter. Mark with a crayon/chalk. See section 3a Install Tip for additional methods for locating rafters. STEP 2 STEP 2: Drill a 3/16" pilot hole to depth of the lag bolt. STEP 3 STEP 3: Apply a generous amount of fresh sealant (polyurethane based, such as Sikaflex 1-a recom- mended) to the base. 7 Use of a 1/4" carbide tipped drill bit for breaking - | through the rough composition shingle surface I_[ only (not for pilot hole) will avoid premature pilot hole drill bit wear. The use of two drills-one for breaking through surface, one for pilot hole drill- ing-to decrease drill time is recommended. A Roofing mastic/sealant must be ap- plied per manufacturer's specifica- tions. Mastic/sealant should be fresh and applied at room temperature, as necessary. Page 6 of 8 i' professionalSOLAR TileTrac® products Installation Manual- Date Modified: 09/12/07 STEP 6 STEP 6: Thread the short cup head stud into the upper carriage with a hex key and tighten to 14 ft/lbs. The nut/washer combination will be installed after the support rail is in place. Repeat steps 1-6 until all TileTrac® attachments are installed, then refer to the RoofTrac® installation guide for the support rail and mod- ule clamping installation steps. STEP 4 STEP 4: Install the lag bolt and washer into the roof (cordless im- pact wrench recommended) using a 1/2" socket drive until the lag bolt is seated. DO NOT OVERTIGHTEN. The Ejbalant should flow outward sealing any holes that were made to loc·*te the after. STEP 5 STEP 5: After bolting TileTrac® to the roof, slide the upper carriage into the desired position. Step 5: Clean up / Quality Inspection Clean-Up: Account for all tools and clean area as necessary. Quality Inspection: Contractors are advised to perform a final attachment quality inspection prior to installing the Rooffrac® mounting system to ensure all attachments are properly fastened. Page 7 of 8 Make sure all installation crewmembers on the roof are mind- ful of protruding roof attach- ments to prevent tripping. All installation crew members should utilize proper safety equipment when installinga solar system.