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10181457-20153933_2220 N. CONCORD - Plan (2)
PROJECT DESCRIPTION THIS 3.9 KW PHOTOVOLTAIC (PV) SYSTEM IS TO BE INSTALLED AT: 2202 FREEMAN ST. SANTA ANA, CA 92706. SYSTEM WILL INCLUDE 18 SOLAR WORLD SW 250 POLY SOLAR MODULES WITH 1 SMA SB 5000TL-US INVERTER. RACKING IS PRO SOLAR XD HEAVY DUTY RAILS AND CLAMPS WITH PRO SOLAR TILE TRAC AS THE ATTACHMENT. THE ENERGY PRODUCED BY THIS SYSTEM WILL BE INTERCONNECTED TO THE UTILITY GRID THROUGH THE EXISTING SERVICE PANEL PER NEC 705.12 NO BATTERIES WILL BE USED AT THIS LOCATION. 1/4(SUx - B RCHITEC i DESCRIPTION ACCEPTED NOTAVAILABLE ASSESSORS MAP AERIAL VIEW NORTH t 1 Description O6te Rev SHEETINDEX ORIGINAL 4/25/14 SE'ARATE M ---HECnICAL, Plt PV-1 COVER SHEET - PROJECT DESCRIPTION I hit set of plans anu PV-2 SITE MAP AND PV LAYOUT ' at all tnes and ItAPPROVeD - ateratkns on oamePV-3 ELECTRICAL DIAGRAM PLAr#41NG DIVISION City of i alita Ana. PV-4 LABELING MASTER 1.0.29(11-1(49623 be imld to prmit 110: PV-5 PV SYSTEM CALCULATIONS The aceptanco of It PV-6 MECHANICAL SPECS FOR RACKING GP. 1 -L {)APV-7 COMPONENT SPEC SHEETS 7.In.pritalcls of ANY Ct -- A-9,1 ra (P- 1 PV-8 RACKING INSTALLATION INSTRUCTIONS PLANNER e - 3 Di - PV-9 LOAD CALCULATION FOR RACKING PV.10 GROUNDING LUG AND WEEB CERTIFICATIONANSFERRED BY-O DATE__..CAACTO ACCeNEd· --DATE Stearns Solar OGOVERNING CODES PLANNING INSPECTION REQU?RED Apple Valley, CA 9230*,0 #suted_- - -1-6384 Nosoni Rd. /4-2010 CALIFORNIA ELECTRICAL CODE ROUGH- FINAL -NONE 400-514-1537(j 2010 CALIFORNIA BUILDING CODE NAME -'tie#988327 I 2010 CALIFORNIA BUILDING CODE --(714) RETAIN PLANE FOR FUTURE REVISIONS.HOME OWNER: SUBJECT TO 1-11{3 CHECKED AND CONDIT'gfU& Freeman StBELOVYPaul Ziesmer STREET MAP ¤INTER'OR TI ONLY Santa Ana, CA 92706O NO EXTER!03 ALTERATIONS.'MODIFICATIONS714-560-0600O ALL MATERIALS TO MATCH EXISTINGC] SCREEN.i·G REQUIRED PROJECTADDRESS:O bUEMIT LANDSCAPE PLANS 2202 Freeman St.11 CONDEFONS: <Santa Ana, CA 92706 E-oelue ECEIVE D MAY 2 7 20142202 Reeman St< , City of Santa Ana Design and Drafting by: Steve Stearns steve@solarstoreinc.com 760-241-8900 1 2 PV-1 ©2013 Google - Map gata ©2013 Google - ©2012 pvlabels.com 4 PLOT PLAN N A MAIN SERVICE PANEL AC DISCONNECT INVERTER - DC DISCONNECT FC ' CL 46(6'/* No 5 STRUCTI. VINCI & A 61ructur RIL ONLYtaTbcIATES 0©naiheers *STEREIIVCCONSTRUCTION SUMMARY /8«5=-==hfe\/2.U\\ 1. (18) Solar World SW 250 Poly solar modules. 2. (26) Attatchments (TILE TRAC)k Sk"%9 $1 73. (1) SMA SB 5000TL-US (240v)1 0¢€/ 6. All equipment shall be listed for its application. 7. Shall be NEC compliant. PLOT PLAN8. Module grounding shall be GBL4 DBT lugs. Description Date Rev 9. All conductors are copper. ORIGINAL 4/25/14 A 1337 E. THOUSAND OAKS BLVD, SUITE 1 W- TROUSAND OAKS, CA 91362 - Vinci@VinciSE.comP - 805.496.2122.....6-§@i e MECH GDING 1 T 't - - i - I ,67 I d 4--01 __ 1 4 FT. 1 ¥W¥ OC. GROU 1/6 -U7 1 E «1 I CONSTR. TYP-2*ilrrECTU,AL STRUCTURAL7<COEPTED FOR CONSTRUCTION I 30 FT 1 CODE EDmON..._.CELc. Q-1-3 FLOOD ZONEL______.__ CONTRACTOR: Stearns Solar 16381 Nosoni Rd. Apple Valley, CA 92307 760-514-1537 LlC# 988327 SEPARATE PERMITS Am KI=full,=w rva f•1 FC.TRICAA PLUMBING & nEGHANICAL-ELAN§5 FT ; j HOME OWNER 18 FT. his set of plaA and specification: must be kept on the job I Paul Ziesmer on'AMTBARRIEROROOFYES. No U_lterattefis on same .tit!writ an permission from the 71 1 2202 Freeman St. MICROFILM C all timian j it is unlawful to make any changes or I -] Santa Ana, CA 92706-------.*.--T-Hpil"di Santa Ana. m 714-560-0600ml I /"...ZZL,6-*.=.#.-=--Ill-YEe \ NO 112'63 FT. ,1iIESIDENnAL DEV.,L...,.0.----0.-r--7rl h. armptance of this plan ak,pecifications SHALL NOT ! 6 PROJECT ADDRESS-- 136L DISTRICT -YES \NO 1180 held to permit nor be an apprual of the vjolation of any - 7-- 1 Drovisions of ANY City Ordinance or State Law. ZI 2202 Freeman St. Santa Ana, CA 92706 ,- CA 1 /f 3 FT.-1 Date-2.221 '1-11 =-11 I Aeconted Bv Date Issued lNTA ANA37'-ErrY OF Sj 25/*lit_2/ES,4- 7 ' --=IL< DRIVEWAY A -- 1 / I POOL 4 1It 16 FT. -r .1 T T 4 FT 4 FT.Design and Drafting by: 1 IL -- 1 E E - - I Steve Stearns SOLAR ARRAY - 1 steve@solarstoreinc. com 760-241-8900 | 145 FT ; I NOT TO SCALE PV-2 ©2012 pvlabels. com 11 m 4 41 .* .. . 18 SOLAR WORLD SW 250 POLY MODULES - 2 STRINGS OF 9 SYSTEM 0ATA DC RAIING--3„W AC RATI NG 3.9 kw SOLAREYMODULE SOLAR WORLD SW250 POLY PTC RATING 224.7 PV ARRAY 18 TOTALIMODULES i _ STRINGS MODULE 1 1 1 1 1 1 1 1 CCD-®TWO OF 9 L_-1 DC /AC INVERTERS SUNNYBOY 5000TL-US CEC EFFICIENCY 96.5% MODULE MODEL # SB 5000TL-US-22 ALL- UL 1741 LISTED DC DISCONNECT MANUAL INTEGRATED POSTALL NOTICES AS REQ'D AC DISCONNECT 60 AMP LISTED TO UL 98 STANDARDS NEMA3R (/9041 4 £4017 TURBPV ELECTRIC PLAN Description Date Rev FOR ORIGINAL 4/25/14 A IMITS ABINO DeCINCF unla ,Ithoutu plan a #0 an a Ordjnar CONTRACTOR: Stearns Solar - 16381 Nosoni Rd. Apple Valley, CA 92307 YOFS 760-514-1537 LlC# 988327 - DC -AC INVERTER 1 X SMA SB5000TL-US NEMA 3R, 240V UL LISTED, SINGLE PHASE MAX INPUT 600V DC INTEGRATED MANUAL DC DISCONNECT El 1¥1151 131 151 [m 1[3 1[il L Q Ail 00' 3=ou_i j -17 ' UTILITY AC DISCONNECT NEMA 3R, 240V, 60A UL LISTED VISIBLE / LOCKABLE 2-41-_r= ill No BREAK IN NUETRAL Bl-DIRECDONAL UTILITY METER Ul UU 1:1 ¢ 63 tul 150 AMP BUSS BAR 150A 1 ::150A 240V 1 e 150 AMP FUSED MAIN SERVICE BREAKER 30A UTILITY GRADE TO EXISTINGSOLAR kWh LOADS PRODUCTION METER 120/240V 103W EXISTING GROUND 111=-=-1 A WIRE AND CONDUIT SIZES rn 4 X AWG #8AJ 1 X WG #8-GROUND r01 1 X AWG #8 GROUNDL-1 BARE COPPER 4 X AWG #8 - THWN-2 IN 3/4" EMT [ 4 X AWG #8 - THWN-2 1 N 3/4" EMT 4 X AWG #8 - THWN-2 IN 3/4" EMT 91151 HOME OWNER: Paul Ziesmer 2202 Freeman St. Santa Ana, CA 92706 714-560-0600 PROJECT ADDRESS: 2202 Freeman St. Santa Ana, CA 92706 r· Design and Drafting by: Steve Stearns steve@solarstoreinc.com 760-241-8900 PV-3 NOTTOSCALE . 1 DC DISCONNECT WARNING AC DISCONNECT WARNING SERVICE PANEL PHOTOVOLTAIC SYSTEM DC DISCONNECT OPERATING VOLTAGE XXX VDC OPERATING CURRENT XXX ADC MAX SYSTEM VOLTAGE XXX VDC SHORT CIRCUIT CURRENT XXX ADC A WARNING A ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED PERNEC 690.14(C)(2. 8103*F). 69063 0*000 per NEC 690.53 operating voltage, operating current, max system voltage, short circuit current and maximum output current of the charge controller if one is installed. PLACE ON: Main Solar Disconnect PHOTOVOLTAIC SYSTEM - ./.5.m DISCONNECT - PHOTOVOLTAIC SYSTEM AC DISCONNECT OPERATING CURRENT XXX AMPS OPERATING VOLTAGE 240 VOLTS A WARNING A ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION PER NEC 690.141/12). 8917(4). 8954 O..1 per NEC 690.54 operating voltage, operating current PLACE ON: Inverter Breaker Panel if sum of breakers exceeds panels rating CAUTION POWER TO THIS BUILDING IS SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN m1 1/1 %I MI SOLAR ARRAY E 1 r MAIN SERVICE PANEL --1 AC DISCONNECT | INVERTER I PV METER 1 1 1 04-b .In 04 650 must show drawing of the property and equipment layout. per NEC 690.56 Sample House 1 WARNING A DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM p.11,bc=n 0121, "Dual Power Supply" label NEC 690.64,705.12(4) Point of Connection 1 WARNING A ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION m-=03-100 "Do not touch terminals" label NEC 690.17(4) Switch or Circuit Breakers LABELING Description Date Rev.L S' ORIGINAL 4/25/14 A COR ARB & N ttion@ Ul to! W,ltll Ice . CONTRACTOR: Stearns Solar 16381 Nosoni Rd.. - Apple Valley, CA 92307 760-514-1537 Aim LlC# 988327 "PV System Disconnect" label 1 WARNING A HOME OWNER: NEC 690.14(C)(2)Paul Ziesmer Required Disconnect Markings INVERTER OUTPUT CONNECTION CAUTION: SOLAR ELECTRIC THIS ELECTRIC SYSTEM 2202 Freeman St. DO NOT RELOCATE ,IS ALSO SERVED BY A Santa Ana, CA 92706 THIS OVERCURRECT DEVICE SYSTEM CONNECTED -1 PHOTOVOLTAIC SYSTEM i 714-560-0600DC LABELS .....m 01212 - - "Inverter output connection" label i ./.1./.' NEC 705.12(7)PROJECTADDRESS: PLACE ON: 1. DC Junction Boxes Point of Connection 2202 Freeman St. 2. DC Combiner Boxes Santa Ana, CA 92706 1 WARNING A OTHER ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED P•Utal:cor 01,04 "Electric Shock Hazard" label. NEC 690.35(F) Ungrounded PV Systems PLACE ON: 1. DC Junction Boxes 2. DC Combiner Boxes PLACE ON: All DC Source Markings and System Output Conductors Raceways CAUTION SOLAR CIRCUIT pvhbob. com 03-329 "Caution Solar Circuit" label NEC 690.4(F), 690.31(E)(4) place on conduit every 10 feet IFC 605.11.1.1 & IFC 605.11.1.2 'MUST BE REFLECTIVE IF INDOORS OR IN ATTIC PLACE ON: Next to Inverter Interconnection Breaker, Load Center, & Service Panel PV SOLAR BREAKER DO NOT RELOCATE THIS OVERCURRENT _ DEVICE PLACE ON: Near GFI Reset A WARNING A ELECTRIC SHOCK HAZARD IF GROUND FAULT IS INDICATED ALL NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED PHOTOVOLTAIC & POWER j SOURCE 10, "Ground Fault Indicated" label NEC 690.5(C) Ground Fault Protection "PV Power Source" label. NEC 690.31(E)(3) DC - PV Source Conductors SIGNAGE REQUIREMENTS:PV-4S RED BACKGROUND. WHITE LETTERING. C'WARNING" - 3/8' LETTERS). ALL CAPITAL LETTERS. ARIAL OR SIMILAR FONT. WEATHER- RESISTANT MATERIAL, UL 969.STRING INVERTER PHOTOVOLTAICAMPACITY, DC VOLTAGE, AC VOLTAGE, CONDUCTORAND RACEWAY CALCULATIONS Solar Module Specification: PV Module: Module Number Module Weight: Module Diminsion: DC CondudorAmpacity Calculation for Circuit A: SolarWorld 250 Poty Ambient Temp. ec):1601 Number of Current-Carrying Conductors: 1 4 SW250 poly Temp. Correction per Table 310.16:0.71 Condit Fill Correction per NEC 310.15(B)(2)(a)0.80 46.7 ' 65.94 X 39.41 Circuit Conductor Size:1 10 |AnG THWN-2 Circuit ConductorAmpacity:40 Amps 27 % '· 01' r ...9 # 1 url•i CircuitA Conduit:1 Allowablefill %: ' Conduit area:0785 4X| 8 |0.152 Allowable Fill:0.314 STEARNS SOLAR 1"EMT 40°/6 Voc - Solar Module (open-circuit voltage): Vmp (max-power voltage): Isc (short-circuit current): Imp (max-power current): Mfr Voc Temp Coefficient PTC Rating: 37.6 Volts Required Circuit ConductorAmpacitv 1.25 X (Parallel Source Circuits) X Source Imp X Paver Factor Equals 37.83 AMPS Result Accecptable 30.5 Volts per 690.8(B) 1 2 X 15.13 X 1 = 37.83 Circuit B De-Rated Ampacity of Circuit = Temp. Correction per NEC X Conduit Fill Correction per X Circuit ConductorAmpacity =22.72 AMPS -0.37%.Conductor per NEC Table 310.16 Table 310.16 NEC 310.15(B)(2Xa)#BA\AG BARECOPPER 224.7 0.71 X 0.80 X 40 = 22.72 CA LIC# 988327 ELECTRICAL CALCULATIONS Description Date Rev ORIGINAL 4/25/14 A Inverter Specifications: Inverter Model Number:SMA 3000TL-US Output Voltage: ' 240 Volts Max Inverter Continous Output Current: ' 15Amps Maximum Operating Input DC Volatge' 526.4 Volts Maximum Operating Input DC Current ' 17.62 Amps Total Number of Inverters: 1 1 Number of Modules in Series: 9 Number of Strings: 2 Total Number of Modules: 18 Inverter CEC efficiency rating: ' 96.50% Total System Size DC Rating: ' 4.5 kw Total System Size AC Rating:3.9 kw Recommended Maximum STC walt Input' 427 watts DC Spedfications - String Inputs: DC String Voltage (Vmp):274.5 Volts MAX DC String Voltage (Voc):338.4 Volts Operating Current (Imp): ' 16.54 Amps Operating Current (Isc): '17.62 Amps Inverter Maximum System DC Volatge 600 Volts Voltage Correction for Silicon Modules Lowest Ambient Temp|-101 Celcius Volatge Adjustment Factor per NEC 690.7 1.14 Corrceted Voc per 690.7 385.776 Volts Corrected Voc is less than invertersystem maximum Max Length of Wire Run (ft): 0 Wre size AWS # 1 AC ConductorAmpacity Calculation for Circuit C: Ambient Temp. (°C):1 E Temp. Correction per Table 310.16: 0. Circuit Conductor Size:1 1 Required Circuit ConductorAmpacity 1. per 690.8(B) De-Rated Ampacity of Circuit : Conductor per NEC Table 310.16 Max Length of Wire Run (ft): 1 Wire size AWG # 1 AC ConductorAmpacity Calculation for Circuit D: Ambient Temp. ec):1 6 Temp. Correction per Table 310.16: 0. Circuit Conductor Size: 1 30 Current Load 10 ' 1 71 0 IAAS THWN-2 25 X (NUMBER OF INVERTERS) 111 Temp. Correction per NEC Table 310.16 0.71 0 Current Load 0 ' 0 1 71 3 IA'AG THWN-2 30.264 AMPS 240 VOLTS Number of Current-Carrying Conductors: Condit Fill Correction per NEC 310.15(B)(2)(a): Circuit ConductorAmpacity: X ( Maximum Inverter Output / X 15 / X Conduit Fill Correction per X NEC 310.15(B)(21(al X 1.00 X 15 AMPS 240 VOLTS Number of Current-Canying Conductors: Condit Fill Correction per NEC 310.15(8)(2)Ca): Circuit Conductor Ampacity: Voltage Drop in Percent: 0.38% Voltage Drop in Volts: 0.9 1 3 1.00 23",1 Tnre©Ft 3·.(}c'Jr, 116!er; A. 9/ 2. bilcd ty 11 7,1 :'1':Cs :P.:S 20:var 40 Amps , ...0 1 4, 5 (no 208V Conversion)Equals 18.75 AMPS 1 = 18,75 Circuit Conductor Ampacity =28.4 AMPS 40 = 28,4 Voltage Drop in Percent: 0.16% Voltage Drop in Volts: 0.38 131 1.00 0':Et' TteD e; ·362 1,· ·,- c n A.'PS .1 lulty ·1 7,"- -:; ".2 ,;r fic:or; i Al-9 1 1 64 13555 Amps Circuit C Conduit: |3/4" EMT Allowable fill %:40% EMT area:0442 Conductors in this conduit 3 X 10 1 X 8 X Wire cross section: 0.101382 Allowable fill:0.1768 Result Accecptable Circuit D Conduit 1 3/4" EMT Allowable fill %:40% EMT area:0.442 Contractor: Stearns Solar 15329 Bonanza Rd Ste B Victorville CA, 92392 License # 988327 760-241-8900 Home Owner: Paul Ziesmer 2202 Freeman St. Santa Ana CA, 92706 714-560-0600 Project Address: 2202 Freeman St. Conductors in lhis conduit Santa Ana CA, 92706 Solar Back Feed Breaker Required Circuit ConductorAmpacity 1.25 X (NUMBER OF INVERTERS) X (Maximum Inverter Output /(no 208V Conversion)18.75 AMPS 3 X 10Equals per 690.8(B) 1 1 X 15 / 1 = 18.75 1 X8 Maximum Inverter Output 15 Amps X De-Rated Ampacity of Circuit = Temp. Correction per NEC X Conduit Fill Correction per X Circuit Conductor Ampacity =39.05 AMPS Conductor per NEC Table 310.16 Table 310.16 NEC 310.15(B)(2Xa)Wire cross section: 0.101382 0.71 X 1.00 X 55 = 39.05 Allowable fill:0.1768 SO THEN MAXIMUM CURRENT PER NEC 705.60(A)(2) IS 15 Amps Max Length of Wire Run (ft): 10 AND THEN PER NEC 705.60(B)Wire size AVO # 8 Current Load 15 AMPS Voltage Drop in Percent: 0,16%Result Accecptable 240 VOLTS Voltage Drop in Volts: 0.38 18.75 Amps BRANCH CIRCUIT BREAKER WILL BE 20 AMPS AC ConductorAmpacity Calculation for Wire Circuit E:Existing Ambient Temp. (°C):1 60 1 Number of Current-Carrying Conductors: | 3 Temp. Correction per Table 310.16:0.71 Condit Fill Correction per NEC 310.15(8)(2)(a):1.00 Buss Bar Calculations A Rating:150 AMPS Circuit Conductor Size:8 |A\/03 THWN-2 Circuit Conductor Ampacity:55 Amps I. Circuit E Conduit: 1 3/4" EMT 2627 7.irse Pr:.se cting.re:oil Allowable fill%:40% 6 -1. 2.3 4 41 73 t:rs th) Fl.y-ic EMT area:0.442 f.tc° ,· : =AMPS / 1 233·, Conductors in this conduit Sum of overcurrents max per NEC 705.12(CD(2):180 AMPS Required Circuit Conductor Ampacity 1.25 X (NUMBEROF INVERTERS) X (Maximum Inverter Output /(no 208V Conversion)18.75 AMPS 3 -X 10Equals MAIN SERVICE FUSE:150 AMPS per 690.8(B) 1 |X 15 / 1 = 18.75 1 X8 MAX ALLOWABLE BACK FEED TO THIS BUSS BAR 30 AMPS X Breaker for solar backfeed: 20 AMPS De-Rated Ampacity of Circuit = Temp. Correction per NEC X Conduit Fill Correction per X Circuit ConductorAmpacity =39.05 AMPS Total of overcurrents:.170 AMPS Conductor per NEC Table 310.16 Table 310.16 NEC 310.15(B)(21(a)Wire cross section: 0.101382 0.71 X 1.00 X 55 = 39.05 Allowable fill:0.1768 overcurrents within NEC 705.12(D)(2) requirements: Max Length of Wire Run (ft): 10 Current Load 15 AMPS Voltage Drop in Percent: 0.16%Result Accecptable Wire size A\AG # 8 '240 VOLTS Voltage Drop in Volts: 0.38 Calculations by Steve Stearns Stearns Solar Lic#988327 steve@solarstoreinc.com PV-5 PRO SOLAR MOUNTING CLAMPMOUNTINGMOUNTING DETAIL SIDE VIEW SIDE VIEW 2.5" PRO SOLAR HD RAILSXMZZZ-PRO SOLAR 6" TILE TRAC ROOF TILE RUCTU ATRUC MECHANICAL SPECS Description Date Rev . EQUIRI / ORIGINAL 4/25/14 A ..CHAN* POWER BOX --nust be ki make an, LESS STEELLAG BOLT 4IMUM PENETRATION SIRAFLEX 1A'ORjBETTER 1 d of the * icificatiot• State la• DETAIL - PANEL CONNECTION TO RAIL 5/16" X 2.5" STAINLESS STEEL PRO SOLAR END CLAMP (WASHER) AND (BOLT) 1/2<Il // 5/16" STAINLESS STEEL FLAT WASHER to l hfo 41 < 8. 11.15 AL *:C -14 A1 S C 679 3LVD,1 4- - 805.496.2 CONTRACTOR: Stearns Solar 16381 Nosoni Rd. Apple Valley, CA 92307 760-514-1537 LlC# 988327 JANA 5/16" X 1" STAINLESS STEEL BOLTS SOLAR PANEL -7-r- SOLAR PANEL> SOLAR PANEL 1 -4=2 2 T--1-VII_I 4 -tl-ZZ PRO SOLAR END CAP 3t1 11 1 PRO SOLAR CHANNEL NUT HOME OWNER: STRUC L ONLY Paul Ziesmer 2202 Freeman St. VINCI &OCIATES Santa Ana, CA 92706 6tru ,ineers 714-560-0600 PRO SOLAR 2.5" HD RAIL »» 1337 E. THOUSAND OAKS I THOUSAND OAKS, CA 91362 P - 805.496.2100 f e - Vinci@VinciSE.com NOTES: ALL MOUNTING HARDWARE IS STAINLESS STEEL PRO SOLAR SPECS INCUDED IN THE PLAN SET PROJECTADDRESS: 2202 Freeman St. Santa Ana, CA 92706 ATTACHMENT SPACING AND CLAMP DESCRIPTION PRO SOLAR END CLAMP PRO SOLAR MID CLAMP 1- t)0 -.0 - n.1 SOLAR PANEL (1782?1:·TILRAC 1-0 - O .O .0 .1 PV-6 racking-pro-tiletrac ©2012 4uforms.com SOLARMODULE-U x 6" RAFTERS - 24" ON-ROOF TILE ----- MODULE SPECS.INVERTER SPECS. /STOREINX. .- - - 1 \ U Sunmodult SW 245 PERFORMANCE UNDER STANDARD TEST CONDITION S (STC Malmumpower pu Open circuit voltage V©, Maximum power point voltage V_ Short circuit current 1„ Maximum power point current I_ Measuring tolerance (P J traceable to TUV Rheirdand:+/·296 (TUV Power controlled) PERFORMANCE AT 800 W/ Mi NOCT, AM 1.5 Maximum power PMED Open circuit voltage V- Madmum power point voltage V.. Short circuit current I Maximum power point current 14, Minor reduction in efficiency under partial load condition$at 25 ' C: at 200W/m '.10096 C 11.33(288) 4130(1050) 1 I Version 2.5 frame11 65.94 0675) ,bottomill -mounting T - 255 poly / Pro-Series 1* SW 245 SW 250 SW255 245 Wp 250 Wp 255 Wp 37.3V 37.6V 38.0 V 30.1 V 30.5 V 30.9V 8.75 A 8.81 A 8.88 A 8.22 A 8.27 A 8.32A *STC: 1000W/mt 25'C, AM 1.5 SW 245 SW 250 · .SW255 182.3 Wp 185.4Wp 188.7 Wp 34.0 V 34.2 V 34.5 V , 27.4V 27.8V 28.1 V 7.19 A 7.24 A 7.30 A 6.64 A 6.68 A 6.72 A (4-296)of the STC Imciency(1000W/m lis achieved. HMEN SIONS COMPONENT MATERIAL S .ength 65.94 in (1675 mm)Cells per module 60· Nidth 39.41 in (1001 mm)Cell type Poly crystalline Weight 1.22 in (31 mrn)Cetl dimensions 156 mm x 156 mm :rame Clear anodized aluminum Front Tempered glass (EN 12150) Neight 46.7 lbs(21.2 kg) HERMAL CHARACTERISTICS ADDITIONAL DATA Technical data Input (DC) .. _ Max DCpowel(@co;®= 1) .__ - ' Max. DCvoltage, C -1'Mpp fltage ran-98 - . . 2 - Miti. DC v-blta@e/startioltag@-__ r z Max inputhirrent/per MPP.tracker. '.1 -_. __ __ l .,Numberof MPP trackers / strings per MPP tracker,. - - - Output (AO L:Ac nomirial Bwer - 3,_.2-7-1 7.2 ....1.EZZZ-2 U &3 313%2521td;%2225-3-341 -1721€ EYACGBitii,7,322 2 3.-12-722 ZI --2-lt--*- 7 - CIJAC-922„frequeng; range _ _-- _ _. 1- Max.outputcurrent _ CIPowerfactor(cos®) ._,_ _- C ZOJtput phaies / line connections EL Harmonics EfAciencyCI MGZAHider4_---= ----_ ru--·zEL CEC:fficid: y-- _--I.-Ill.*--- Protection devices EZ DC discoii-ruikti6*-deviai-ZZZLEJIZZTE'ZLZETIZITZ ,__ DC reverse-polarity protection _ . . _ _ CZGround f/LIt monitdring / Grid monitoring __- L Ac short circuit protection ____ CAII-pole sensitive residual current monitoring unit - CZAE fablt kir/Dit inte,¥Upter (AFa) Emiipliant to UL 16998 2 77.7 CZE Pr*tion class /overvoltage category -- _ General data [Z Dimensions (W/ H / D) in mm (in) -Ill-I---I-.-- C DC Disconnect dimensidns W / H /D) in-Rim (in) ZZrZI ELI Packing dimensions (W/ H / D) in mm (in) C DC Disconnecti;icking-diliWr,sida(w / H / D) iriWim(in)-- --2 7-CWeight/DC Dis-2ExtWeight_ EZPacking weight / DC Disconnect packing weight .-I.-Ii--I--I - [ZOperattng temperature range --- CZ Noise-mlisid?i(tiBial) EZ.ZEZ__'ZZL_.____ CInternal consum-pti-tnight ---3-- CL.Tablogy ZZZ.ZZEZZZZIZZZIZIZZ [ZIC&lirii-©62*t Z.IZIZEZEZZZEZZZEZZ,ZEZZE C Elarlics protation rating Features 1.22 (31) - 39.41(1001) - holes NOCT 46*C Power sorting -0 WW+5 Wp TCIE 0.08196/K J-Box IP65 TCV--0.3796/K Connector MC4 TCP,M -0.45%/K * *4 4.20 (107)' PARAMETER S FOR OPTIMAL SYSTEM INTEGRATION '. Sunny Boy 3-bOOTL-05 1 6- Sunny 8oy 40O0il;Di 1- hur¥y-84 5000Ti-US _., .. 208VAC ; 240 VAC -1 -208VAC , AOVAC _' CLOSVAE ! il@VAE .1 .fl _ i 360ow ... '11 .4200 WI- Z . - I - - . 5300 W-_ . 11 '600 V _.1 -.---- . . 0-60OV--7 -Li :...I -:6OOV_- _- 1 . .- f 1 1 -.- 175--4807-7 J 1 02 _ 175 -480 V 1.11(Z.-21757480 V_-2-7 - 2 --J._' !- . -7,125/150 v_ . .-. 11-. 125/150V -1 3 ----2125/150VZT-- 1 i _18 A'/15 AU . b T -_ 24A/15 A Z. ILE -30A/15 Al_-1.1 E E ZI 2-3 2-2.-73000W -=--1 C.Z.7400OW,- 111 24550W- C5000WL 5 Z.7 2 ; 2-1 JL3000 VA -/_71 C 2--4000 VA - IZ El f"-4550 VAl CSCOOVA 3 2 27' L...1:208V/® I.:C240V/®-lr208V/®LJ i.240V/®,2 ,208V/®'3C240V/®J 1 ....37] '183%229 Vl 211 2 264 V 1 ,183 - 229 V.1,2113 264 Vl ,183 229 VJ 2117264 V; E L.ZZ J r 60 Hi/593 -60.5 Hz--3 f.60 Hz/59.3 6'603 Hi-1 1.J60 Hi/593 605 HiU g 3773 !- 2 -- 15 A 7_223 ...IN.E-ZOATZ ZI21 C.-- 22 A-- '7 0- --=-1 3 -1-273 C=1_1 /2 _LJ] r -Z.Z.r.1 /2 .ZIZE] C.r_11 /21 -173 '. 1-70[--72<4%El-Z; rZL _24%' ;- 3 E-ZZ-<4%77 77 i - - ] /96,896 1] L.-97.1%,O L 96.896,23 C97·296'L] [-96.8%0 C97.1%0 # ZI723 C 9696./ (-963%3 [E9696'13 1-96.596Z] C9696ZZ] C.963%'3 5 & EZZZ] CZE/2----ZZ®r--ZZZILJ 2 LZ-7 C.ZEZZL = EZZI'ZnrIZZZIEZZI/IVIE-'--IZZIU g ZZIZ] t=ErIZTEZZ490/519/185 (193/20.5/73)2ZZ.ZZ] ; -- 1 -7187/297/190 (7.4/11.7/73)- 1 e ==Z] E===7=370/240/280.(14.6/9.4/,11.0) EBBi-f..ZZIn f EZZE CZZLZZ,1124kg(53 tb)/3.5ki(Blb)ZZZZZ-ZZ] 1 - CI77ET-ZIZI27 kg (60 lb)/3.5 kg (Blb) --- ZEZZZI| B f-..340,'C +60 7(C (Z4O 7 5140°F)*--1 5 Z.ZEZZ] CITi2538(A)ZLZ] CZ7<2528(A)'...3 !7329 dBCA)ZZT] E 0ZZIZE| CZZZ'ki WZIZET! EZZ'Z31 W ------7 CZ-ZE€ 1 W----1 s ---73 !-7-TrimfomierleirZE] 1-Trans*Mirlar'Z] 1-7-Transbmerle ; ---7-1 -Convedion -1 r--Convectia-771 rT-convection -31 j EZZZ NEMA 3 R ZEZZE] CT-J NEMA 3R '771 CTU NEMA 3R ZZ3 £ & COMPONENT SPECS Description Date Rev ORIGINAL 4/25/14 A CONTRACTOR: Stearns Solar 16381 Nosoni Rd. Apple Valley, CA 92307 760-514-1537 LlC# 988327 HOME OWNER: Paul Ziesmer 2202 Freeman St. Santa Ana, CA 92706 714-560-0600 PROJECTADDRESS: 2202 Freeman St. I CsecurepowersdiibliZ.Z-ZZ .3 CT®T] CZZ®ZZZ] CZZZ511 g Santa Ana, CA 92706CED®14-graphiEZZ:ZEZZIZZIZEZZZZZEZIZZIZIZZrzzn [ZIZZZ®ZIZZLZ] CZEZZIZZ®IZEZZZI CZZZ.Z® Zzz.ZZZ! 2Clnterfaces:RS485/WebconnectZIZZIZEZZIZEZZIEZZZJ [Tr®M--J] r---EZ ®ArrZ] CEZZ-0/N'1 ClrithE@?Zighe----LEZZZZrZZZZD [rZZ-Z®ZIEZZm CiSIl--®ZIZZ-] CZZZ®CZZ] C.Waiian,9-10/15/20*ed-*CJZ.ZEZIZZZ-ZZZIE] CZZ»/®..ZILE.3 ['rzz®/®m--IZZE] [Z®/0/®- C'Zcatili66:673&1 immniolmore availablej'-reqmt) ZIZEZZEr- r'Trl C UL1741,UL1998' UL16994IEEE1547, F0CPartl5 (azaA& 8),CAN/CSAC:222107.1-1 ZZi f CZ NOTE:US irivert€Aship*ith gia* lidsZZEZZIEZEZZZZEZZITIZE_____- - , [ILTypedi€iRatioiTTIZ--Z----2-77-7ZIZEZZZ--2 t,ZESB 3000TUUS-22 ZZ] CZSB 4000TLLUS-22 ZE] CSB 5000TLLUS-222 3 Maximum system voltage SC It 1000 Vi,EZZLIEEZZLIZILMaximum,eversecurrent6A-7- Load/dynamicload 800 W/mi6 [ZI -EEZZU=mEEZ-Operating range .-40' C to +85' C Efficiency .UNI SUNNY BOY 5000TGUS i--·-·---------------- --7 | | Accessories : Speedwire/Webconnect 1 JI RS485 Interface interface DM-485CB.US-10 SWOM-US-10-1- ----Ill- - .1 11 96 --7. 90' -- 88 0.0 02 EFAcloncy [94 % . 1 I t===3=ZE-NE 200 W/m'-291- 1 --1- --111- V.Modute voltage [V L -1-1 r' li 11 Elo[V.-AOOVI'33 «I 11 11 -- L E=--Il0 Standard feature ®Optional feature - Not available Data at nominal conditions SolarWarld USA rmives theright to makespecincation changes without notice.Thisdatasheet Implie$ with the requirements of EN 50380. 'Allunits,e imperial. SI units provided in parenthesis.SW-01-6050US 07-2013 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC ©2012 pvlabels.com 1 A Tbird Pai·tyLabTested /7>/epaL MADE IN*Re Axial had U.RA¥ 4.500 |bs St- - - 10,0 Polent #5,746,029 1 PSpDUEes Whre,proc.,Tile Roof Structural Attachment The potenled Til,T,«0 01:od,menl gllow; for o ;InK:urol roof rolle, corm,dion will) opGmal ottodhmen: stud locinin ,£4O5tobitly. Deign rewlts ig *e hes: 1001100 F,ems 10 Ille in#034. 3 Tile Trac"jor s-curve *TileTracforflat r#L concrete tile concrete tile 4 U '' (6" Tall Threaded Stud)f €· - 44" Tall Th,eaded Stud) Installation steps for both s-curve and fhlt concrete tile* 51[P 1: 5,6,1 0 111 10 16 0.0 ofth. roof 1,11,4 STE,2: R.no. th. 16 4 .14.d *da.STEP 2 Hog and,¢1001 *xl &,6 00(ornmeoded, 1 8 014 6.Id [*01- 4 0 und ocil £1 06.-O,11©,et. 11. rcilict•,t Ihrk e idemm Fohl m iwil.bn. h COMPONENT SPECS Description Date Rev ORIGINAL 4/25/14 A 11 Port l Ti·1@14 D,111 3/1*;&1 hola Uic o cordlesst#80 wrench 9,0 4 : 5161 b h l l io l l il l n 1 W i . 11& 4 0 3/ 16 '5119 5: buNd» 4 10/ 6*1 -61,104&5* & U*.1/2' MI,l #101 610, bah tnit 60 bit =1 dill .il. [BMI), d,8 04 66 16.r).Rotment apply fle,humpoille imld De notomiglall.=bl shoukllow CONTRACTOR: Stearns Solar 16381 Nosoni Rd. Apple Valley, CA 92307 760-514-1537 LIC# 988327 2-4@iN -&*C-%€4 212·242-1- Benefits of TileTrac okng 4 1 018$1 (0.141 10 64 63#O*.d.04 o. hot. ........ .....,1108 Steel (10 0oshing and attachment Stairloss Steel log bolt . O¥or 15 yoon of industry pcdotted shgle log •Aluminum and Sloinless Sleot components for bolt design maximum corrosion resistonce and sirength - 34 party lab waterproof and load te:lod •Large roof wrfoce contact moo evenly distrkbme; load• Compression seoled at undertoyment and top of tile The TileTrac Design Structurally attaches to roof rofter and allows the rail attachment stud to be located at the slrongest point of the tile {Ihe crown) where water does not Flow. Without TileTrace With TileTinc®'W...........Mgh Poing w„w.,1.11111.r,n Raler ........¥1.Hotter .tochod to the coftgr the rofte, HOME OWNER: Paul Ziesmer 2202 Freeman St. Santa Ana, CA 92706 714-560-0600 9.7:#*61*166.*144.*46..c.®9•$1, I. 14*4,16 * bylink, w 16 ing, 6,$$1.p 9:&4.1/7 1.W. *11 670 XOTAKY IWOAER abia«ma/sh letfull»u/Ane/*aik f.Ma 14 end - 16 da toodion «£06*.0*111 a krrwn, -4 6011,04& 6 ik $18 on&, 2.1&.p. 01%41-&09&800**1.vihs ef www.prosotor.com lot &14£ 94 10: Im«: 11.oded oud 10.0 it. eod h.8*.$189 11: Waitd #4 md r-1 from st,4 44 ike 12: 10¤10 fat d b c ald oppl, to topo, dj batial M 3/t'nos Ibdtdod) wiag wial 0-1 flud.ta opek, cad (=,xm 4/ 04¥ethm 05 6.2 9/%6' treb,1 and 1%81*m 016 510•Ims Ddltchi, o.ludd).ils.ow. 4404 recom•-dgd lor cloy m 110* 14,- ©Professional Solur Products, inc. Mar. 2011. TtleTrac'is a registered riademark und covered under Phr. #5.746.029 PROJECTADDRESS: 2202 Freeman St. Santa Ana, CA 92706 -professional- SOLAR Products* (805) 486-4700 [803) 4864799-fax 1551 S. Rose A.. Ox®rd, CA 93033 View more info on our website at: -.prosolar.com V . - --Crown S.1.d 01 top or /16 h e.Vell.y 01 thi Tili of 11,0 Ta./ 10*mvrm) t TileTroc® assembly VA / S.01.d ch -/ PV-7.1 ©2012 pvlabels.com ·.STOREINE. Cox C c C.0.. Joint PreparationCEMLINK- M-1 Structural Joint surfaces should be clean, dry and free from all Typical Physical Properties contamination including: dirt, oils, grease, tar, wax, nist and any other substance that may inhibit the Gun Grade Zero Slump COMPONENT SPECSAdhesive/Sealant sealant's performance.POLYMER INNOVATION Brookfield RVF TF Description Date Rev 1,200,000 cpJoint Design Viscosity +/-400,000 cp Spindle, 4 RPM,ORIGINAL 4/25/14 ATechnical Data Guide Polyether Technology CSI Section No. 07 92 13 Install all joint applications per ASTM and SWRI 73°F (23°C) recommendations and guidelines. Joints shall be 11.8 +A 0.2 lbs CHEM LINK Brands Last Revision: 04/14/14 designed with a depth to width ratio of 1:2 (joint depth Density ASTM D1475 Telephone: 800-826-1681 Document No. L1270 one-half the width). Control the depth of the sealant per gallon Fax: 269-679-4448 by using a polyethylene backer rod that is 25% larger Tack Free 20 min +A 10 min 45 +/- 5 % R.H.353 E Lyon Street than the joint opening at standard temperature. To Time Schoolcraft, MI 49087 prevent three-point adhesion use a backer rod or bond breaker tape to ensure proper joint movementwww.chemlink.com Elongation atand a long lasting weatherproof seal. Where the joint 290%ASTM D412 Break configuration will not permit a backer rod, CHEMProduct Description M-1® is a moisture curing, polyether adhesive Hardness ASTM C661 LINK recommends that an alternative bond breaker 45sealant designed for applications in damp, dry, or be used.Shore A cold climates.Md® is solvent free and contains CONTRACTOR: no isocyanates. M-1® will not shrink upon curing, Tensile Stearns Solarwill not discolor when exposed to UV light, and Joint Width Joint Depth 330 psi ASTM D412 Strength 16381 Nosoni Rd.can not "out-gas", or bubble on damp surfaces as Inches (mm)Inches (mm) urethane sealants often do. Md® is capable of joint Apple Valley, CA 92307Shearmovement in excess of 25% in both compression 1/4 - 1/2 (6-13)1/4 (6)380 psi ASTM D1002 760-514-1537Strength LlC# 988327and extension. M-1® can be used effectively in many difficult construction site conditions such as wet or dry 1/2 - 3/4 (13-19)1/4 - 3/8 (6-10 Low temp.Pass -10°F (-23°C)climates and at temperatures as low as 32°F (0°C).ASTM D816 nex 1/4 inch mandrel J Applicable Performance Standards • ASTM C920, Type S, Grade NS, Class 25 Uses NT, Ti, M, G, A&O · Federal Specification TLS-00230-C Type It Class B · Corps of Engineers CRD-C-541, Type Il, Class B · Canadian Standards Board CAN 19, 13-M82 Advantages · Solvent free, 100% solids will not shrink · Non-slump, applies vertically and overhead · 20 minute skin over · No outgassing on damp surfaces · Good color stability, will not suntan · Paintable within 24 hours (See limitations) · Gun grade, no special tools or mixing required · Application at temperatures as low as 32°F (0°C) 3/4 - 1 (19-25)3/8 - 1/2 (10-13) CHEM LINK recommends an appropriate substrate primer to be used on high moving joints or dissimilar substrates which require increased adhesion properties. Compatible Substrates* Shrinkage No visible shrinkage after 14 days Service -40°F to 200°F (-40°C to 93°C)Temperature Basic Uses HOME OWNER: Paul Ziesmer 2202 Freeman St. Santa Ana, CA 92706 714-560-0600 PROJECTADDRESS: 2202 Freeman St. Regulatory Compliance · Conforms to OTC Rule for Sealants and Caulks · Meets requirements of California Regs: CARB, BAAQMD and SCAQMD · Conforms to California Proposition 65 · Conforms to USDA Requirements for Non-food Contact Green Standards: · LEED 2.2 for New Construction and Major Renovations: Low Emitting Materials (Section 4.1) 1 Point · NAHB Model Green Home Building Guidelines: 5 Global Impact Points · VOC Content less than 20 grams / literASTM D2369 EPA Method 24 (tested at 240°F / 115°C) Colors White Gray tifE!20%22BlackEID * Color matching is available in batbh quantity only Packaging • 5 oz Squeeze Tube (150 mi) 36 tubes/carton, 40 cartons/pallet • 10.1 oz (300 mi) 24 cartridges/carton, 45 cartons/pallet • 20 oz (600 mi) 12 sausages/carton, 40 cartons/pallet · 28 oz (825 mi) 12 cartridges/carton, 40 cartons/pallet White only - Other colors available by special order • 2 and 5 gallon pails or 50 gallon drums available by special order EPDM and SBS Mod Bit Aluminum and Galvanized Metal Stainless Steel Engineered Plastics, PVC Glass Fiberglass FRP Wood Block and Brick EPS Foam Concrete and Stone *Test and evaluate to ensure adequate adhesion.Page 2 Expansion joints Pre-cast concrete Block and Masonry Window and door frames Siding Parapets Cove Joints Transportation Weather Sealing Santa Ana, CA 92706 PV-7.2 ©2012 pvlabels.com professional SOLAR productsff RoofTrac® Installation Manual Date Modified: 08/13/07 APPLICATION: The RoofTrac mountingsystem consists of sup- port rails and top-down clamping hardware which is integrated with either a TileTrac or Fastlack attachment device. The RoofTrac mountingsys- tem can be utilized on virtually all standard con- struction residential roof-tops, mounting 4' on center, to install the majority of popular framed solar modules. professional RoofTrac®SOLAR products¤Installation Manual Date Modified: 08/13/07 Installation steps overview 1) Utilizing the Splice Kit 2) Attaching Support rails to the TileTrac®/FasUack® 3) Installing modules 4) Clean up and safety Step 1: Utilizing the Splice Kit It is recommended that you pre-install the splice kit on the ground for easier handling of the sup- port rails. After installing the splices, set the lengths against the building. Typically, the installer on the roof can pull the lengths to the roof without any mechanical equipment and handle the lengths as one unit. A WARNING All Professional Solar Products (ProSolar) are engineered and tested to withstand stated specifications (as stated on published specification sheets) when installed properly. Fail ure to install properly may decrease the performance of in stallation. SAFErY All regional safety requirements should be followed when installing Professional Solar Products. All tools and equip- ment located on the roof should be secured to avoid falling object hazards. 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 prInci- ples. Tool List Symbol Legend f:Zkl Felt Tip Pen Explanation or Install Tip \\\-- Important product performance Information 4 Critical for Safety i Lower Support 1/8" Gap Eli A tifEi Use of a Unibit® 2 || will decrease drill Splice holes-L--11 time to approxi- mark with mately 3 secondspermanent ink pen per hole 4-groove : Irm guide r Intersections of the1 24 reference mark and V 7 U C Drill lilli Uni-Bit® • Chalk line • 3/16' carbide masonry drill bit • 3/8' masonry drillblt (fortlle roof) • Cordless drill • Cordless impact wrench with 1/2- socket Turn the support rails upside down (as illustrated) so the bottom is facing up. Place the lower support over the rails to use as a template. Center the lower support overthe rails and mark along the V-groove drill guide usinga small felt pen. extended 'V" groove. Drill two holes usinga 1/2- #10 UniBit®. Drill at the intersection of the reference mark and the "V" groove drill guide. Page 1 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: An Wormailon contabled In this marual Is properlyof Professional Solar Products (PSP). Tilelkac® IS a registered trademark for PSP and ls covered wder U.S. patent #5,746.029. RoorTrac® end Fast/ack®ls a registered trademark for PSP and Is covered under U.S. patent 06.360.491. Page 2 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: All information conialned In this mamal Is property of Professlonal Sol, Products (PSP). TlleTrac®b a reglitored trademark for PSP and ls covered under U.S. patenl #5.746.029. RoofTrac®and Fa=JackE> 13 0 reglstered trademark for PSP and Is cowred under U.S. pald #6.360.491. professional RoofTrac®SOLAR products Installation Manual Date Modified: 08/13/07 Insert the spice "A" into the channel and install "B- -the two 5/16- bolts / lock washers- into the lower support "C". Tighten using a 1/2" socket. Splice insert is designed to expand into the extrusion walls forcing the rails into alignment, do not over tighten. Roof Trac® support rails can now can be handled and installed as one solid rail. RoofTrac® 12 Socket 4 Insert professional SOLAR products¤Installation Manual Date Modified: 08/13/07 Step 2: Attaching Support Rails to TileTrac®/FasUack® TileTrac® version T-wrench (FastJack version on next page)33.- TileTrac Device B 5/16" bolts/ lock washers 7 extrusion me r-1 / C Lower Support A Spike Expansion Feature: Roofrrac® splice kits are designed to hold support rails in alignment and allow * for thermal expansion of the aluminum. After fastening the support rails to the attachments, remove one of the 5/16" bolts. Thermal expansion of the aluminum support rails will now be absorbed in the splice connection instead of stressing the roof attachments. The remaining splice kit bolt and assembly will keep the support rails in perfect alignment h NuWVash Installation of the RoofTrac® support railsto the IlleTrace. Afterthe TileTrac® has been installed (referto the respective installation guide), lay the support rail (upside down) next to the attachments, step 1, as illustrated above. Mark the channel adjacent to the attachment devices. Align and mark the intersecting "v" groove drill guide on the rail and drill a 1/2" hole through the rail. After drilling the hole, place the rail over the attachment feet, install the 3/8" washerand nut and tighten using a 9/16" deep socket wrench. Your support rails are now secure and ready for installation of the modules. MFil Use of a Unibit® will decrease drill E|| time to approximately 3 seconds per ll_JI hole Page 3 of 7 COPYRIGHT PROFESStONAL SOLAR PRODUCTS 2007: All Inform ation conialned In this m /ual b propity of Proressional Solar Products (PSP). nleTrac® 15 0 registered Iradomerk for PSP and Is covered under U.S. patel, 05.746.029. Roorric® and Fa:Wack® 13 a registered tradem,k for PS P Rd & covered under U.S. pient 06.360.491. Page 4 of 7 COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2007: AN Informallon conialned in this manualls properly of Professional Solar Products IPSP). TRITrac®Is a registered trademark for PSP and Is covered under U.S. patent #5.746.029. Roomac® end Fast.Jack®ls e rogistered trademark for PSP end Is covered under U.S. patent #6.360,491 :13 -0 3 21825 932@20 2 22 20 8 EU 2 9 i ggom w *Fm N<Cog(D-3Z*2* 0 p E. m Et€55@PEBO -8158%n NO,(D 8 2»02-1 00 @**-1 ES < 2 % O»J, 0>J Z 97 -12900 0 (09 03 2 3- 1 3 7 e - C) Om -4 PV-8©2012 pvlabels.com ES 6.,i#mEEk<b .U 76 8 -23/ 0 0 .C 8 C a) * ro coE 06044£ 22 ro J 5.gew 2 am &11-NE<E -ma - se@.e NE.2,11:. ,2 8225* c.-30 .1 -C 32&5,8 2 '4Z8126:NES:2d 2 *il NE .aff]*220*0iftil1- ro 282%Z E fill e Eac Ee- 872·ho w.=, C l .S:e ) ) 2 \11.0915 D-mc® 5 * 0 \\......0 //0-.22 JE c -0 1- 0 J : 8*15 -e &U I n L. b . -\4:25I (0 0 0 * & i .ze# 32 1.8 82 1 i 8 'E] illimil! 1*ilPS Eg2§2 .e €@g 01 2 5% ==55 €803 : .2 2,25iZES rna fo j-283 2 Description Date Rev - ; RACKING0%&82. RE ' bisM QAE#22 224-' 8 2 fi.8-- '. 15 (Afti f33Ed 96£:*8 4 © w 0 4, B C & 0 B M N 'I Q o ro 6 .!§ORIGINAL 4/25/14 A 02 1&2 ZU%% %5%i 88*2e 1/ -- W :E 2 Z e,-4-2,1 -/CU A. 4> C Ie . m e .0 2 .C E g &'9e le C % - B E Z 1 1=16. 5.02=2 ZES &2 CE e. .A 5*E .39322* c 2 2 a,2 2 1% 652 U p 81- 8E ·56 26: -¤ no myc ing &2 11.&2 2 02 1.-.1 E m ·E e & 5 ; 18 %j ::. g i s a. 4 1 1 311.i I2.c 22222 ,(\%\31]31;ro a)2 281$ 1 wmE 9 6 5 52 22 e.·go- ,99€E IM H.2 . I ..·- 8&2 0 i• 28 1 92 0 1.: fi :11 p E Bil 13S1:1582=329 EE CONTRACTOR:%.2 ,rig 9 -3 3 5 -o u ..i hr 0 I g Ki 51/Vt/14 Sg*.m2%g322 0-fle# - 1 4,=< W - 0 m .m 4, 2 226 4. -Ir Een• 11/E.&07.:g: 9 R *5 'p2s9B82 11= f ags']i ze: gl :2 3 1 16381 Nosoni Rd.2.2 Stearns Solar#% ag?311 gl-N !12 011 2 588#ZE€:th - -2 2... A 21.glisfi AMeW:226<tf2% 1Ef #<S 21 25; fli':lil Apple Valley, CA 92307 SE Ng *E c.hom.=Ek .760-514-1537 uEg . · · · · · 0 · · · · LlC# 988327.Et<NZE@ C¥8€=,202: 022 Clu,0--™ 33&*16% 2%% 4, A V 21%7# 3 uo/[20 10012 0 01 8 3 88 iia ijChalk 8 0 ei (D 3 e 9 -5 2 m 1 2 m IL NES, 2@ a) E 4-0 4) m J.C.CvS M 9Ng€3 @migEE v2269t 2228%.25% *OMB:MENEZ228:23 %3:%25 B t Z' O ESc>=* 6 m,-JUD E j P ic 2=093 g ses<.m g * * i .8 2 -0 ·*C2 u w +23 -6 Q 1 2 2*ZE ti' 25f• 6 *imat :&2=f 202-2 S O 1* E * ES 22 5222 BE @a.@:v @ -3 W Ok -2 2 W 00 == i1 :: 2i tW fi ta 2& Eg ./i 5 E ui 2E5 Bil @Side: '*5 Z/E *.g : % a0.19 U &3 \ 4: Illi# it 1.11 1:jil 0-m .s 2Ba,82(D EtEE 2ZE€52 % --a,CC a,EfnED 5.2 E %*& O%JU.J 2 9 M €2 2 0 60·.mu 0 In' 1 0 n 0 e r.- litfli th I . limodule. Epa %EN 881 8(0* 3fj a, 2 2SO+ PES $ 0 N a,13 t 5 3 5 92 3 82&0 EcE b g @FF 3:fi E € 2 2 42'EA ·BZ@F@ DEEE& HOME OWNER: Paul Ziesmer 2202 Freeman St. Santa Ana, CA 92706 714-560-0600 PROJECTADDRESS: 2202 Freeman St. Santa Ana, CA 92706 PV-8.1 professional RoofTrac® professional SOLAR SOLAR RoofTrac® Droducts-& I--8-Il-I:.. AA.....I Droduckb, 1--.-11-. U/flt * 0-8 hu)& ·lees,adold 0247£92 m kE licsb*mE2 628 e beem=egE :%2 €8%4@ =ca, 6 /1/ U}=com.8 e.&81 €Er8ES2 Bul'Mt' i& 4 0 1111 4 4 \''.11 0 0 0 11 h\\tlin1Ffil„M,11,111'JU£,#1111.axi nulilluke£11'1111[14Y11,1149'/2 11 11 A 11 4,9 0 0 A 11 J,A-·11 1111,1111,r,11,1 77A af n M M n M #'tf M M J" 29%2:0 1%{ C 0 92 7 5.660 , 62 Mez/ 2 ® S 16 2CS 91-5,- 22=3 @BES@ - 91 ·- P U) 82* E 29@:m 25&8 ?g=5€28©f# c.o--2 %355@ 8,335 /fj21 3t1g&E2 C =CE 2% 2 0 =Oa8326 C &3 gE-C=2 =g=Ec2 00004- AU•-00# .U 13 ¢00 J 1-5 A 12 N fo C AFF, 22:ES 2@35%E:ail :Bs22G 62=SM E%i// SCESS 3 1 f 1 ; 1 5:08%2&=35200 'Eli aw *€51'' if2£f = 2 2 2 1 6El 2ePg f-:EgmE. a. 0 W %%22 9/25 E# #ZE;&53153%2N&0@Z92g 0 92 5 9.SJ;BgS3A3EHul #UHHN ...=C 45=-Egg 0/ - 1 2%25 D-93 & Flf E 0 0 3 . 5saR 1 8 et 4 032.® = 2Ymps 2 $43&3 2 5 322. %210 :EZE22CE rs'22-0 W 2 § 9 M u,coo©E &S C C 0. 4, g .0 9 2 IVios 2S* STEP 7: After bolting TileTrac® to Eb i i 1 3 6 5 3 1/f s Z 2.9 3 tNife i, 02* E Fir/%2 1%%322 255;@ 622%3 11223 3Ffii C EO C 8 .. 0 2 2062 . B 1jOT OVERnGHTEN.41 melday .8 d31S RACKING Description Date Rev ORIGINAL 4/25/14 A CONTRACTOR: Stearns Solar 16381 Nosoni Rd. Apple Valley, CA 92307 760-514-1537 LlC# 988327 4334 7. C ..1 Ne! =6 E € 2 .@6202 0,0 0.0 - 00.2 . k 02184 8 1.OE·3 2/222§ E C 01> C E 82- = 0 0 0 0 = c aff 2 0 0 0 %E 0 r-1(NIC')m=i-EE * 922 920 Ch k ne- 0 fupport rail plimposition Shingle Roof)ile Roof) System layout & chalk line marking roof rafters along c Ik lines g TileTrac® (g TileTrac®uality Inspection MJell, 01 Sau!1 MI -0 0 & g 05 ts 1/ 2k 2 11 m60 X a.> . -0 6 2* to 11 6* 'E 0 4 .U 76 28 S 00 Jig.. 3 - 6 6C1- m 225 3 -92 5 S.- o e S *2 9 Ag =ae 5iii 3 41 rO 8 P 6 001 fo 2 C a E flo a, g S C e mi 2 E 0 o 111"L , 1 U N 11 ' 1 11 11 11_,F'... J 0 E 301Ul .90 E D 2 285 Pg E 3%4 M-Z 0*= 0 = 5 11 11 I111111 , 8 11 0 N Ar j n fl t" J'lul'll 4 11 0 & 11 Ct 11 1111,4 /1 11 I 11 + n li u 11 ' ipport Rail Direction M & 2 7UVZ1R. m itoc cular to the rafter unm a s e apIAOid *ellt Jaue, 041 3Pts@q &0 [1 clamp spacing 0 @ 2? : g 2 2 3 3 @¢ 3 -E 29 29 J= 4 0 8& & 2 ie 2C HOME OWNER: Paul Ziesmer 6 4 2202 Freeman St. :o % 2- R Santa Ana, CA 927061*131&69 714-560-060023:,155 Ff 55/3.-0E 02*2¥8 PROJECTADDRESS: -U>2% czb .Em{0 2202 Freeman St. Santa Ana, CA 92706 B . 11 OC 435 U ill i 1 1 1 a.:* SB: 1/0 09 biE c 525 1gi 3 1% 2 EVAY /--.C gE&@ PV-8.2 4 d319 professional TileTrat professional SOLAR SOLAR TileTrat products Installation Manual products Installation Manual For installations requiring more than one row, with no spacing between rows, the distance between adjacent . J '2 0 .0 22.;Eg 93€: 5 i# f .1 # 53aa: 21&§E F E-*2 € E 150@L tsot 4 bE€<08·@ 820 0222 i 23 2 E - S 30352*2C ®bo. 22=12£%222*i i i 6 2 2 1 0 RACKING Description Date Rev X ORIGINAL 4/25/14 A : hu) fi >h r. w =I Cl -122 / * 3%5 ,a . :.2 -U, co U &2 nt. U - tri 'M a}2 2 ill 0 (0 S .C V, - -o E f# =*flge, C ---2 ae: C u} J no 1- . r n 23 3I.=a,Kif 1 v v-U): 1 3 Z CONTRACTOR: Cm E e a a Stearns Solar get-*§1;<a ¤ € € Eil 16381 Nosoni Rd. IM..0 40; ...2 2 £25.Apple Valley, CA 92307 '2 4/ 1 2 8 1 * 3 760-514-1537 62*:15 2/ 18 .@H: %382 LlC# 988327E ilifial:05 u 2 0 OcE 2 8 C 0 E Uo : 0 1 E (0 U. @ no oi = a. 5 f Mt 0 035 *221 .Ce 25338 =9?J&,0 HOME OWNER: Paul Ziesmer 2202 Freeman St. Santa Ana, CA 92706 714-560-0600 PROJECT ADDRESS: 2202 Freeman St. Santa Ana, CA 92706 tsR@ . P S =6 1 8 22 559 598 %3 222:20fg39B/No_i iii el /$==*geNE % mg 2* h-9 2 5 08 14 :NE @g E 819 062 @ 31#3 3 & 25 .E:Me. unoo.388#,E v € i 6 61,9. 528,1 A > .8 2,021 423* em/ 8/32 ..O=At-a.eze #23*52 0 2 8 tbo .5 02=8•.=SE:- il :=262%ll:22 1/5,11B / ijifi #K 1 M8d:k D / 0 .c ... A g 81:2 te h /*229 g 90. b 4 i#Hi '[El10 I as D UJ 4- $ 0 t t t 1 PV-8.3 - A 4 \<'5*3)) xplf*l 5 TR S C tu cd 11 VO, S ITE 1 TE 805.49 . 42 e · VINCI &ASSOCIATES Structural Engineers CUENT: Professional Solar Products, Inc.STRUC ONLY I v LOAD CALCULATIONS 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 80548(M700 VINCI &)CIATES Descnphon Date Rev ORIGINAL 4/25/14 A Subject Static load test results for the following:6truc ?eery Maimum Flame Madmum Fmme load Equialent Wind Sceed Mounting System Len®th• (In.1 Width* (InJ Obs/fF)(moh).1,337 E. THC USAND OAKS BL IOUSAND OAKS, CA 91362 p - 8C5.496.2100 f -Vinci@VinciSE.com RoofT,ac ®65(77 ') 40 55 135(115**) TEST SOUP (asshown in attached drowingdotall): Thieo modules, as specified above,wefe bolled to 136-4.541.5' Professional Solar Products (PSP} patented Roof'Tracs support ralls using an assembly of 5/16' Stainless Steel (SS} bolts,SS lock washers and prop,ietary aluminum clamps and inserts. The Roo,Trac supportiall wasattached to the PSP Rooffrac. suuctural attachment device w,th a 3/8' SS out and SS washer at Six attachment points. The setup was attached to 2-*6- wooden rafters using 5/16- x 3-1/2 SS fag balls. The attachment spans consisted of 48' front to rear with suuctural attachments spaced 48' on center. TEST PROCEDURE (as shown In attached drawing detail): The test set up was top loaded to 55 lb/M. The setup remained loaded fof an approximate pefiod of 30 minutes. The maximum deflectlon and any signs of permanent dofofmation were recorded. The test setup was then inverted and loaded to simulate the up'IR condition. Tile test setup was re-loaded to 55 tb/fti. The stup remained loaded foran approximate period 01 30 minutes. The maximum deflection and any signs of permanent defo,mal,on were recorded. TEST RESULTS: The maximum top load deflection was recorded 210.4691 with no permanent deformation. The me.'1mum uplift deflecdon was recorded at 0.313% with no permanent deformation. This document cen,fies the Roo<Tracs mounting system used with modules. as specified above. withstand the stated static pressure load, equivalenl to the stated wind speeds'*. The mounting s>stem perfoimed 25 expected. \Mits. 338 3 G, 0/rrOAT Sincerely, J _CIA-<tk. (3,-a te A James R. Vincl. S.E. #01 Modules;19 Ttws erle,neenogrepcrt yortfks tlut: enci & 06909,ares has provided Indigindell 01*enation for load tes:Img as descnbed in this repon. ihe lasuRs ot tile· loed test reflect nclwol defle€:,ew, vah,es and are ,]norallye©Coptod *9 tile inoustry standara for t,stingmedutomounlings)1624,5 Wng, & Asocinles doe=• not hold che» wistosouor,$ of ve,ify tfla; Ule motnur,Rs'At- *111$:atled .05 descibbed ill ulls er,neer,n, report. 51:ucturo[ attochment lag bo« attxhmlr,1 f,houid be,#Malled using tho oroper Biot hole fof op:Imen, 5:ier,rth. A 5/16- 102 It h the Iesponsiblt,ty 0% Ute Instatter to •!Sure a oropef aitachment & mo to the Suuct,Mal member of the root Fa,lure to st EL,uclure may result .n (larn* 10 equipment pefsonal in jury or properlydomage. The pul:)05ed mcking syMern moy 00 1,$10 mi.*num 0124 1bot above *00* witheut furt)teramillys,5, RocKin*cen low,Sullied 8, an, locallon on Ihorod. Re¢king shall 0, tiockmg·mih a 5/16* diari,€9ei Krew at each Fat·Act, tocaljon, Scrn•6$1.11 01,ho nlinimuln of 2 14 ponceaton Into frern mimmum of r Donetrollon mlo framing rn€Mnber for zone 3. (Zone 3 m defilled H the appro•,mittely •'4' sourwo mt each Col 48' k->< Doll requires B 1,16' pl »IYely 40'tOCh 10 Ule Iled on any roof u o be Ins,alled t,Ito ro m 01* ingmeniber lor o,t & ood i nCr of tt,[mo Ire Dolnia AC 4lp 0 1 1/15 1362 T_4 * fECE Modute Area = 18 A' each Total module (45 lbs ea.) and rail Cio lbsea,)weight: 155 lbs Number of attachments: 6 ea Weight / attachment point: 26 lbs Area:54 ft' Distributed weight 2.9 lb/ ft2 5/16 Stainless Steel Hex bolt 5/16' Stainless Steel - Lock Washer Aluminum ProSolar Inter-Module Clamp Aluminum ProSolar - Channel Nut Aluminum Prosolar RoofTrac® Support Rail 65- r-: if Thlg Ortice dols notages In Optnion as to the lood be.I,ng Cha•acte,etic, of the stlucture tho moun,Ing Ntem/modules £ ICC 8©cred,led labaragoly lemed st,watral oitochmen¢s manutacto:ed b, P,ofessionol Soln, 140*cts Includina FOSUacP . TileTract anct Feemjack*) ¢on t,0 intercharged•.gh U•5 57,32®rn. 2,984 lbs / 55 psf '-2%=2-,=Ll..=2 .=D L=..,=DY<=24=XCL\'-1--1 , 1 - - - ©2::1!:9' Muff 1.- 1 1 1Ir--1-1 -- t= N -- -L_1 11 Top Load Deflection: 0.469" 2.934 lbs / i 55 psf ¥ f rrer==Fa=ARELE=rrfri C-r · 1 1 U U . i/Up lift Dellection: 0.313" CONTRACTOR: Stearns Solar 16381 Nosoni Rd. Apple Valley, CA 92307 , 760-514-1537 LlC# 988327 HOME OWNER: Paul Ziesmer 2202 Freeman St. Santa Ana, CA 92706f714-560-0600 PROJECTADDRESS: 2202 Freeman St. Santa Ana, CA 92706 - 3/8' Stainless Steel Hex ' i ' Bott and Flal Washer -. Afurninum ProSolar patentedlIlliFastJack® Roof Attachment' Check wl:1, Iccalouttam¢ davoilmeftl or AM; 00, 51¢es:,ecific requwaiments -, Mod,Aes meastiele wnturl *71©11 $,ecilicalions ofld test®U 10 UL.1703. or equn·nfel,1. are Includea In Ults eng,rheet me. * •WIno )000,1, volite S rettlcive to deilned Ex,0 valugs us,r,g w•no load cloosuie and gust #actor coefflocnl *expose,e C 86 def med in Lhe 2012(IBC) t2013 (CeCI. Fo, 7 r .40' modere. e€*,Malen; wine sipecd deuited lo 115 moll. •• • Mothit, telle,k 645' , 39-1' . 1.6' (shrp} Est. unt>• load,aury:of 30 Ic/IV 00*od on 1.5 $afely tactof.120 11,/:12 for 77' • 40' medutel 5/16" Stainless Steel Lag Bolt and Flat Washer UD lesled Suuctural alt!*n,n13 manufactured Dr Professional Soro, Pro®Cts (actud,n g Fast.Jack*, TiloTIOC®, and Folm Jace) can 60 mt=:Changed wn:h Uns s,stem. 1337 E. Thousand Oaks Blvd, Sto 114 •Thousand Oaks, CA Protess©net 5018, Pmducts RoofTrac" Pe:emil 6 350.491 RoofTrace Solar Modules Static load test Pholoveltaic mounting System Page 1 of 3 Page 2 of 3 ,/5241- •R PV-9 ©2012 pvlabels.com ·STOREiNC n A (/Se¢2\ Ct Stkgre) . KRL..»97A A 3 . 23<1 KN (m....... Appox. 48- LOAD CALCULATIONS Description Date Rev ORIGINAL 4/25/14 A Fastjack® 2X bracket only to be used between two rows 01 modules lo maintain approx. __ 48'upper to lower RoofTrac® support rail spacing NE-4 r + 1,1 No. *,44111 Ip. 1 k/31/15 / MTV L m , AL i- 1 0,07.-A FastJack® 2X bracket Assembly side view Approx. 48' A .A --L >C< Anprox 20' max 1.--1Ov'elthong 5/16' Sta[nless Steel Hex 14 1 18. 7-E V 5- 0.14 CUL S I uct al n H i BLVD, UITEl 4 Tl- f- 805. 6.44 e- STRUI ONLY VINCI &)CIATES Module Area =6ir ieers 18 ft' each 1337 E. THOUSAND OAKS IOUSAND OAKS, CA 91362 P - 805.496.2100 Vinci@VinciSE.com -mlitm22221 CONTRACTOR: Stearns Solar 16381 Nosoni Rd. Apple Valley, CA 92307 760-514-1537 LlC# 988327 boll and slit lock washer Aluminum ProSolar Inter-Module Clamp CrI,-C==43 / Aturninum ProSolar Channel Nut 1123 Aluminum Prosolar i Roomac® Support Rail 3/8-Stainless Steel Hex Bolts and Flat - Washers '4=u='In L.4=:3.1-Fas:Jack® 2X Secket Aluminum ProSolar , Conly used between r.g rows of modules) }-Aluminum ProSolar Patented 2 pc FastJack® Roof Attachment - 5/16' Staless Steel Lag Boll and Flat Washer i Total module (45 Iwea.) and rail CIO lb/ea.) weight :310 lbs Number of attachments:9 ea Weight / attachment point 35 lbs Area:Distributed weight: 7 ft?108 HOME OWNER: Paul Ziesmer 2202 Freeman St. Santa Ana, CA 92706 714-560-0600 PROJECTADDRESS: 2202 Freeman St. Santa Ana, CA 92706 284 10Sled Wicturai attactw,tents r,ton.Ihctured by Protesional S«al P:Oducus (IndUding FaSUacki. 141)Tific'. and Footrdack•) can tle triteechontw¢ wi,h 'hh Systern. -Check span suitaturly w,;h All) Iks neeesMry P,ofessional Sotar Products Roof'Trat PateN# 6,360.491 Pholovollaic mount,ng system RoofTrac© Solar Modules \ Static load test \ Page 3 of 3 RT_4 PV-9.1 ©2012 pvlabels.com 1.1; "·Ittltit" /STEREINC 0*aut01) 0 4> E£ i : 9 iEc * a9; TBlf P/ - -m-0 / - O 0.-O 2 6iNE / J 25I S a. / O=GROUNDINGa :.C094 1 (D .0 Description Date RevE001 W # --2 2 0) f l m ®-M X2.c = ; ORIGINAL 4/25/14 A E.G E2 51 \ $2 a-C Ec 58.& O 3%2m /% m 4 2 PE€ -&6332: v O N w a mEE g LLI =-R m.€ S k m *LU m T E (0 0 5 2 a.Efg R EE=-92 22Rt.G 06 3 E®2 o % g %9EEWU.1 E°3 B 2 5'5 co O E m EE :-M DEEB W E€= 8Chil 0 01=R 2 0CMY [114 8 .02 E Co & f 42 2 CO> J U.1 -6-0 <EU, .0 (D U WE 81 CONTRACTOR:E .1 62 & 3EE EU C>Stearns SolarEaS $4- r 16381 Nosoni Rd. 4-5 0 u, m ·= 0 05 T U.13 Apple Valley, CA 92307 4> Upo 760-514-1537-GO 'Re e LlC# 988327eL 1X mo A LEGh E S 93 HOME OWNER: .Paul Ziesmer 2202 Freeman St. U) =Santa Ana, CA 92706EE.r 20>714-560-0600 k b . 2 C-:N OM CDE Zo- 9 PROJECTADDRESS:9- 2 C 32 0 E.9 Santa Ana, CA 92706 02 2' +2202 Freeman St. Z EF m a E =-8: :tN.%6 82 Gf v =:M SC 'tm z X42 5 94 1 ENE 0 2 *2 & 118 9 500 9 - WN-8 S 3 11 : 3 %%„O 1 90 C gh.-2 39- .8 0 0 - 0 ·- OIJ 4 W CD o @kE -Z-§2 5 22 1 A g-1 5 G . bilr>, 22 0 2.0 'D= g u, m c-O OEv £2.SE :5: 02 2 €22 22 //1 3-0 8 ..6 %; 16 %2 $ i g2, E <6 M - 0 0 0 @ E©a §8 BE ..mr 4, . u,4- . EU .0 ZN 25 59 1.1.1 9-31€SC glug-6912.g:; 8 6'111© ¤'Giv- 8 02 2 22 =* 9 9.E c o22 0 3 ®» 1-E 22822Q22 g i U) 9 5 5 -= O 0 u, 2 ·= m EN C 216% 0 2-2 & - OC 0- C .80 9 gE,u hz:g; T%51 m OCZ-22-LUM5042 3 Z t H ®®¥odul - D =t 82*& 8*# E ZAR 2 1 0--avT E WN M NE@ 322 PV-10 ©2012 pvlabels. com WEEB COMPATIBILITY The WEEB family of products can be used to bond anodized aluminum, r, oURNDY galvanized steel, steel and other electrically conductive metal structures.All installations shall be in accordance with NEC requirements in the USAand with CSA C22.1 in Canada. The WEEBs are for use with modules that have a maximum series fuse rating of less than 25A. Washer, Electrical Equipment Bond Standard Top Down Clamps WEEB The WEEBs used for bonding the PV modules to the mounting rails arecompatible with various cross-sections of module frames. The followingare examples of module frames that are compatible. Notice that the WEEBteeth are positioned completely under the edge of the module frame. 11/OVA 11 A-r/All 1110-1-MI 1/%-r/Alle b>' - E111 Z CC -*U2)0 C .g Ul .9 2 23 R @0 M °16m.£ S m F 5/2Z CO 2. £42 25a JU ceo cLU 5 2 RE -9 2-20 GROUNDING 02 E + U) 8 Description Date Rev3 2 m ; Ch ®46 E 8 2E /2 ZE 8 ORIGINAL 4/25/14 A 0 P 0.01 3 6-0. (D 30 .9 32 E- f 3 026 2 < -- . NC - = &9 -(1) (D . FE 2 1 - -2 H * 52 CO E or v 0 == 2,2 EO E m E E e L U, a)1 2%$22 0 EEN 11 r 1 2 -- 2 p 8 46 53 60- c <p ·ai a 8gU.GE (0 5 3 All:% i=91. 0 t: -Ggi · m 0 - 8REE Bm f &284 ..0 a.€99 & m8 3 Fn 26 0Es@ ,2 328Bi 2 16 22,E O LU 0 g m CO 'A 3 2 0 5312 E R a0 5 9 3 9E 16' & 2:9 -En- a. o E1 CD 9®20 @8* E CONTRACTOR: 2iZN 8 5*222 Stearns Solar S%=& ,Si®a 8 £ g, w,16381 Nosoni Rd. 0 0.6 E &20# o m 2 -cate-0.00 W EREAS Apple Valley, CA 92307E w 0-06*:/594:,Q 760-514-1537 3 82552 LlC# 988327@ 'Cc):1 U. .. -. .. .... 4. a /4 .. ...... .. , ..... . A. I ...0000 ... $.. I . 4000000040.. .1 - 0 - - 0 1 0 ... -. ti „I u .. ... U . I ' ' I2.. . 1 . 0 . 4 ",+400041*97E. 20 . .1 ' 4 9/AMPA7A 6 V .. . 0 . . . . . ... S PV-10.1 ©2012 pvlabels.com WEEB-PMC LAYOUT WEEBLUG ASSEMBLY " 7 I 0 0 0 1 M f--RE-5/4 4-19 /0 1 9/ 75 1/10 /5 97 33 .