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IORDI GUTIERREZ
DESCRIPTION: • . - F.. ,-.-PROJECT PROPERTY LINE 143'-0"± 31 MODULES z 270W FLEX,- FXS-270BB-SAC1 B MODULES ---------- -------------------- - ` � ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES. ' SYSTEWSIZE: 8.37 kW DC STC 4 - .4 �� rF.,• y I S ARRAY AREA #1:547.77 SQ. FT. •;� . i. , ti EQUIPMENT SUMMARY 01 SOLAREDGE HD WAVE SE7600H=US INVERTER +. LLJ 31 SOLAREDGE POWER P320 OPTIMIZERS', SHEET'INDEX . �" *� •. 'i '& I ' ; ..; , 4,.. Q PV -1 SITE PLAN, HOUSE PHOTO VICINITY, MAP PV -2 ROOF PLAN & MODULES PV -3 ' ATTACHMENT DETAIL PV -4 ELECTRIC LINE DIAGRAM PV -5 WIRING CALCULATIONS ` r PV -6 '!PLACARDS ', I - - 'EXISTING DRIVEWAY PV -7 to 18 • EQUIPMENT SPECIFICATION I �� , APPLICABLE CODES: •. ",` � : z ' I 2016 CALIFORNIA BUILDING CODE, [CBC] -' 2016 CALIFORNIA RESIDENTIAL CODE, [CRC] I I t 2016 CALIFORNIA PLUMBING CODE, [CPC] - w y r o - 37 -8" ; (' 2016 CALIFORNIA MECHANICAL CODE, [CMC] -.; O ' 2016 CALIFORNIA ELECTRICAL CODE, [CEC] , 2016 CALIFORNIA FIRE CODE, [CFC] y_ .. ' I 2016 CALIFORNIA GREEN.BUILDING STANDARDS CODE, [CGBSC] _ : 2016 CALIFORNIA ENERGY CODE, [CEC] I. I _ PV -1 2016 ADA STANDARDS FOR ACCESSIBLE DESIGN ' • =', ' -'• ,� ARTICLE 690, NEC 2014 CODE BOOK' s TITLE 24 RESIDENCE ENERGY EFFICIENCY STANDARDS +I I 1 1 -STORY o HOUSE ' �o CAL -FIRE PHOTOVOLTAIC INSTALLATION GUIDELINES y ^� ' co co co co CN uY 4T-0.. I. ' sLLl ROOF #1 I A i J (31) FLEX - FXS-270BB-SAC16 w MODULES . - • a (E) MAIN. SERVICE PANEL t t n� a r Li 1 SITE PLAN WITH ROOF PLANI---=-----------------------=-------===---=--� - PV -1 SCALE: 1" = ' 143'-0"± PROPERTY LINE 30'-0"• ' L n A/ll im-ri Ir_`r 0I A K I C HOUSE PHOTO SCALE: NTS ? PROJECT SITE d5•"." �". t -^ -- -U l- ---- AA0151 ` Bli egum m 1b - Wlllo" - ! 162`'. z ;9 ' .� � rovllle- Palermo p' Princeton 4 1267 Dewsnup Xven_ue Maxwell 70 , 'Colusa 20 J . .� .+Williams• _ Yuba. , I a1 jOJliv6hurst- c.! y 3 PVA Arbuckle - r _ '•' ns � .LI Y Dunnjgaan1123 F� .. J , 1� �r ' VICINITY MAP. SCALE: NTS Z rn . rn .E' >_ CJ 0� o a ma `z �•��>� .� ci• •} rp U L @ W In J rno 333 E 3 o= Its ' z Q o 0 REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/12/2018 JOB ID: 1576 PROJECT NAME ' W w :) — Of Q 06 cV W LO I Z 0) �< �'o ' WOr p w Z O 04 SHEETF SHEET NAME SITE PLAN & .VICINITY MAP SHEET SIZE ANSI B " 11" X 17" SHEET NUMBER Pv_ 1 MODULE I YPE;_DIMENSIONS &WEIGHT NUMBER OF MODULES ='31. MODULES ' (E).STRUCTURE MODULE TYPE = FLEX - FXS-270BB-SAC1 B MODULES ! r MODULE WEIGHT = 41.89 LBS / 19 KG. MODULE DIMENSIONS = 65.28" x 38.98"=.17.67SF `_ '" i UNIT WEIGHT OF ARRAY-= 2.37 PSF - ARRAY &• ROOF AREA CALC'S (ROOF•#1) • - i _ `k y,: ' a> ARRAY AREA = 547:77 SQ.•FT. + , ROOF AREA = 3406.56 SQ. FT. -EXISTING W E 547.77 / 3406.56 = 16.076/6 OF ROOF FACE AREA COVERED BY ARRAY }• - ROOF DESCRIPTION (ROOF #1) ROOF TYPE - FLAT TILE ROOF t _ }'' >`` !' `''r r ROOF'TILT - 260 " '~'z -ROOFAZIMUTH = 270° - •' _- - .. - ' TRUSSES SIZE - 2" X 4" @ 24" O.C. ROOF #1. _ CD �- .TILT -26° AZIM. - 270° Tt ROOF #1 s FLEX - FXS-270BB-SAC1 B -A - MODULES (N) IRONRIDGE XR10 RACKING ` SYSTEM .. (31) SOLAREDGE'POWER P320 -.OPTIMIZERS (TYP) .(44) PV ATTACHMENT @ 72" O.C. ` MAX -STAGGERED o NOTE: '[ALL PANEL ARRAYS TO MAINTAIN A MINIMUM OF 3•FT., r CLEARANCE FROM ALL RIDGE LINES.] MODULES' _ INSTALLED ON DWELLINGS WITH ROOF HIPS OR VALLEYS .. ,,. ` SHALL NOT BE LOCATED'LESS THAN 18 INCHES FROM A' HIP. OR VALLEY WHERE PANELS OR MODULES ARE TO BE.r • • PLACED ON.BOTH SIDES OF A HIP OR VALLEY. WHERE,_ "- (N) SOLAREDGE HD WAVE SE7600H-US INVERTER PANELS ARE TO BE LOCATED ON ONE SIDE ONLY OFA + • (E) MAIN SERVICE PANEL HIP OR VALLEY THAT -IS OF EQUAL LENGTH, THE 18 -INCH `. .. - .(E) UTILITY METER CLEARANCE DOES NOT APPLY. (E) FENCE 1 4kOOF PLAN &'MODULES - PV -2 _ SCALE: 1/16" =.1'-0'1 .. DRIVEWAY' • ,.S • •. , of � S}y.-'1 T{• -•t• ee .�`�1, -4• ••��. •.. *. ,. _ f� r i r Q• Q �. �' MAINTAIN T CLEARANCE AS PER z . 2016 CRC SECTION'R324:7.2(1-7)' O z - - (N) JUNCTION BOX j r. - • ' 3/4" EMT CONDUIT • - . { IIJL�' (FMC IN ATTIC PERMISSIBLE) ,.t _ LU (E) CHIMNEY - 1L1:' Q • . ' r ` a f NOTE: 'MODULE LAYOUT MAY CHANGE DUE TO FIELD CONDITIONS. Q7 Z Lo 0)W -oE U O a� 0 a, � d•,� o m N �i @ti(D a C o'• cflL W¢ ocoJ3 ? M, u cU�3 ,-. O w 33 It oa..� 3 Z.. Q. • c:) - REVISIONS DESCRIPTION DATE REV t- DESIGNER SIGNATURE - - • REVIEWED BY _ r RODNEY KEEN 2/12/2018 ' JOB ID: 1576 ., PROJECT NAME N cf) o4, t. W nLuD— ;> p Q 00 CV W .0-- LO at J H z CN to w •" .o 0 W Z 0 r, 0_j Q N Q f (D SHEET NAME ROOF PLAN & MODULES SHEET SIZE ANSI.B 11" X 17" SHEET NUMBER k PV -2 SEE (2/PV-3) FI ENLARGED VIE 1 ATTACHMENT DETAIL P73 SCALE: NTS (N) IRONRIDGE UFO GROUNDING END/MID CLAMP (N) IRONRIDGE XR10 RAIL (N) SOLAR ROOF HOOK ATTACHMENT DETAIL (ENLARGED SECTION VIEW) IPV -3 I SCALE: NTS (N) ECOFASTEN FLAT TILE REPLACEMENT 1) 5/16"x4.75' SS LAG OLT WITH MIN 2YZ" HREAD EMBEDMENT, EALED PENETRATION � =1 2" X 4" TRUSSES @ 24" OC ZL W °' E U CN 0 C U U Q N @ L0 2 C6 f-- In N ¢ cc) U U) y 3. o. �0U@�3 oo 3 Z Q c. 9l coo 0 REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/12/2018 JOB ID: 1576 PROJECT NAME N chi) of W w::) T-- > o arncy.) W. a- Lo I— z °' N � �Uo O w}O 0 0wZ of mow O �or_Q U SHEET NAME ATTACHMENT DETAIL SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -3 (3) #10 AWG THWN-2 + Red (3) #10 AWG THWN-2 - Black EGC #8 THWN-2 IN %4' EMT CONDUIT (FMC IN ATTIC PERMISSIBLE) GSM KIT FOR MONITORING RAPID SHUTDOWN COMPLIANT SEE PV -8 1 ELECTRICAL LINE DIAGRAM PV -4 SCALE: NTS SOLAR ARRAY (8.37 KW -DC STC) TOTAL (31) FLEX - FXS-270BB-SAC1 B ) STRING 1 = 16 MODULE CONNECTED TO DC INPUT #1 STRING 2 = 15 MODULE CONNECTED TO DC INPUT #2 (31) P320 OPTIMIZER (TYP.) RAPID SHUTDOWN COMPLIANT WHEN PAIRED & ENABLED WITH SOLAREDGEINVERTER (3) #8 AWG THWN-2 (1) #8 AWG THWN-2 GND IN %4" EMT CONDUIT BI-DIRECTIONAL PG&E UTILITY METER # 1008141299 1 -PHASE, 240V (E) MAIN BREAKER 200A/2P,240V, EXISTING, GROUNDING ELECTRODE SYSTEM NOTE: NO ELECTRICAL EQUIPMENT TO BE WITHIN 36" OF GAS RISER. rn z0) LL! 0) E ' x U 0, a s ns 0LLOB o j c ` ? -0. m r o � r > vi s _� cvinCu W 3 o-�3� 0 C:o@ rn0 oa z a C:) C:) Co REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/12/2018 JOB ID: 1576 PROJECT NAME N -U) w w�� o Q�N W a- rn =) Lo F_ z 0) � 0o O w}O C) O Q SHEET NAME ELECTRIC LINE DIAGRAM SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -4 DC CONDUCTOR AMPACITY CALCULATIONS: ARRAY TO JUNCTION BOX (INV #1- #2): AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT PER 2016 CEC 310.15(B)(3)(c) 38'+22=60 TEMP. CORRECTION PER 2016 CEC TABLE 310.15(B)(2)(a) 0.71 NO. OF CURRENT CARRYING CONDUCTORS 4 CONDUIT FILL CORRECTION PER 2016 CEC 310.15(B)(3)(a) 1 CIRCUIT CONDUCTOR SIZE 12 AWG CIRCUIT CONDUCTOR AMPACITY 30A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER 2016 CEC 690.8(A&B) +22' EXPECTED WIRE TEMP (In Celsius) 14.68A 1.25 X 1.25 X Isc .71 DERATED AMPACITY OF CIRCUIT CONDUCTORPER 2016 CEC 310.15(B)(16) 4 TEMP. CORRECTION PER TABLE 310.15(B)(2)(a) X 21.30A CONDUIT FILL CORRECTION PER 2016 CEC 10 AWG 310.15(B)(3)(a) X CIRCUIT CONDUCTOR AMPACITY 40A Result should be greater than (9.48A) otherwise less the entry for circuit conductor size and ampacity DC CONDUCTOR AMPACITY CALCULATIONS: FROM JUNCTION BOX TO INVERTER (INV #1): AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT PER 2016 CEC 310.15(B)(3)(c) +22' EXPECTED WIRE TEMP (In Celsius) 38'+2Z = 60' TEMP. CORRECTION PER 2016 CEC TABLE 310.15(B)(2)(a) .71 NO. OF CURRENT CARRYING CONDUCTORS 4 CONDUIT FILL CORRECTION PER 2016 CEC 310.15(B)(3)(a) .8 CIRCUIT CONDUCTOR SIZE 10 AWG CIRCUIT CONDUCTOR AMPACITY 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER 2016 CEC 690.8(A&B) 9.48A EXPECTED WIRE TEMP (In Celsius) 1.25 X 1.25 X Isc TEMP. CORRECTION PER 2016 CEC TABLE 310.15(B)(16) DERATED AMPACITY OF CIRCUIT CONDUCTORPER 2016 CEC 310.15(B)(16) NO. OF CURRENT CARRYING CONDUCTORS TEMP. CORRECTION PER TABLE 2016 CEC 310.15(B)(2)(a) X 22.72A CONDUIT FILL CORRECTION PER 2016 CEC 310.15(B)(3)(a) X #1 CIRCUIT CONDUCTOR SIZE CIRCUIT CONDUCTOR AMPACITY CIRCUIT CONDUCTOR AMPACITY Result should be greater than (9.48A) otherwise less the entry for circuit conductor size and ampacity AC CONDUCTOR AMPACITY CALCULATIONS: No. OF INVERTER 1 EXPECTED WIRE TEMP (In Celsius) 38° TEMP. CORRECTION PER 2016 CEC TABLE 310.15(B)(16) .91 NO. OF CURRENT CARRYING CONDUCTORS 3 CONDUIT FILL CORRECTION PER 2016 CEC 310.15(B)(2)(a) 1 #1 CIRCUIT CONDUCTOR SIZE 8 AWG CIRCUIT CONDUCTOR AMPACITY 55A INVERTER OUTPUT CONDUCTORS (INV #1) REQUIRED CIRCUIT CONDUCTOR AMPACITY PER 2016 CEC 690.8(B) SPECIFICATIONS 1.25 X MAX INVERTER OUTPUT CURRENT 40A DERATED AMPACITY OF CIRCUIT CONDUCTORPER 2016 CEC 310.15(6)(16) MODEL # TEMP. CORRECTION PER TABLE 2016 CEC 310.15(B)(2)(a) X 7.6 KW CONDUIT FILL CORRECTION PER 2016 CEC 310.15(B)(3)(a) X 240V_ CIRCUIT CONDUCTOR AMPACITY SO.OSA Result should be greater than (40.OA) otherwise less the entry for circuit conductor size and ampacity SOLAR MODULE SPECIFICATIONS' SPECIFICATIONS MANUFACTURER FLEX MODEL # MODEL # FXS-270BB-SAC1 B 7.6 KW PMAX 240V_ 270W VMP 30.2V IMP 8.94A, VOC 37.8V ISC 9.40A MODULE DIMENSION 65.3"L x 38.10"W x 1.9"D (In Inch) INVERTER #1 SPECIFICATIONS MANUFACTURER SOLAR EDGE INVERTER MODEL # SE 760OH-US NOMINAL AC POWER 7.6 KW NOMINAL OUTPUT VOLTAGE 240V_ NOMINAL OUTPUT CURRENT 32.0 A PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS IN EMT 0.80 4-6 0.70 7-9 0.50 10-20 ' ELECTRICAL NOTES 1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. 2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET .ENVIRONMENT. 3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG. e. Z Lo W °' E U U w m ,; CJ L6o � L > c .rw o } a LCs > Y 7 ¢ 00 V N.L., W < o 3 �ocai m 0CL o a� Z n �- o (D CO REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/1 212 01 8 JOB ID: 1576 PROJECT NAME N : Cn Cv W Lu:) c- O QcoCO W . i2 C57 LO . Z m � 0o WZZ co O cr_ Q (.7 SHEET NAME WIRING CALCULATIONS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -5 I WARNING INVERTER ■ UT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: • POINT OF INTERCONNECTION (PER CODE: CEC 705.12(D)(7)) LABEL LOCATION: - [Not required if panelboard is rated not less than sum of ampere ratings DC DISCONNECT, INVERTER" of all overcurrent devices supplying it] (PER CODE: CEC 690.35(F)) [To be used when inverter is ungrounded] . , + LABEL LOCATION: , DC DISCONNECT, INVERTER (PER 2016 CODE: CEC 690.53), " r SOLAR DISCONNECT LABEL LOCATION: ' - LABEL LOCATION. 'r DISCONNECT, POINT OF INTERCONNECTION DC DISCONNECT, INVERTER a J. LABEL LOCATION: ' - LABEL LOCATION. 'r DISCONNECT, POINT OF INTERCONNECTION DC DISCONNECT, INVERTER (PER CODE: CEC690.13(B)) (PER CODE: CEC 690.35(F)) [To be be used when inverter is ungrounded] _ r WARNING DUAL POWER SOURCE '' '( AWARNING LSECOND SOURCE IS PHOTOVOLTAIC SYSTEM - '• r LABEL LOCATION: ELECTRIC SHOCK HAZARD POINT OF INTERCONNECTION DO NOT TOUCH TERMINALS (PER CODE: CEC 705.12(D)(4)) `t TERMINALS ON BOTH LINE AND CAUTION: SOLAR ELECTRIC LOAD SIDES MAY BE ENERGIZED , IN THE OPEN POSITION SYSTEM CONNECTED DC VOLTAGE IS ALWAYS PRESENTLABEL LOCATION:- . •F WHEN SOLAR MODULES ARE WEATHER RESISTANT MATERIAL, DURABLE ADHESIVE, EXPOSED TO SUNLIGHT UL969 AS STANDARD TO WEATHER RATING (UL LISTING OF MARKINGS NOT REQUIRED), MIN %- LETTER HEIGHT s LABEL LOCATION: ARIAL OR SIMILAR FONT NON -BOLD, PLACED WITHIN AC DISCONNECT, POINT OF INTERCONNECTION THE MAIN SERVICE DISCONNECT, PLACED ON THE (PER CODE: CEC 690.17(E)) - OUTSIDE OF THE COVER WHEN DISCONNECT IS _ OPERABLE WITH SERVICE PANEL CLOSED. A WARNING • • (PER CODE: CEC690.15, 690.13(8)) ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS ' PHOTOVOLTAIC TERMINALS ON BOTH LINE AND EQUIPPED LOAD SIDES MAY BE ENERGIZED - IN THE OPEN POSITION RAPID • + LABEL LOCATION: AC DISCONNECT, POINT OF INTERCONNECTION NEC Article 690.56(C) Part No.596-00474 r PER CODE: CEC 690.17(E), CB Reflective Material Required. + o user serviceaDle parts Inside -• LABEL LOCATION: INVERTER, JUNCTION BOXES (ROOF), AC DISCONNECT ' (PER CODE: CEC690.13.G.3 & CEC 690.13.G.4) WARNING:• • • ' POWER SOURCE LABEL LOCATION: CONDUIT, COMBINER BOX _ - - (PER CODE: CEC690.31(G)(3)(4) & CEC 690.13(G)(4) + ADHESIVE FASTENED SIGNS: - • THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT , WHERE IT IS INSTALLED. • WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD ' COMPLY WITH ANSI Z535.4 [NEC 110.21(8) FIELD MARKING). • ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF + CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS'LOCATED AS SHOWN AT: � MAIN SERVICE PANEL ® INVERTER r EXISTING _ 'DRIVEWAY _ r LL_1-r 5 (N) INVERTER (E) MAIN SERVICE PANEL ..(E) -FENCE ` • r _ LABEL LOCATION WHERE APPLICABLE: - MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES AT LEAST EVERY 10 FT, AT TURNS AND ABOVE/BELOW PENETRATIONS AND ALL COMBINER/JUCTION BOXES. (PER CODE: IFC605.11.1.4) NOTE THE MATERIALS USED FOR MARKING SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R331.2.2 THROUGH R331.2.4 SHALL -HAVE ALL •':LETTERS CAPITALIZED WITH A MINIMUM HEIGHT OF 3/8 INCH (9.5MM) WHITE ON RED BACKGROUND". s - PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER ~ - RESISTANT [IFC 605.11.1.31 0) , Zrn W E, WI.. Q ,vE 1's+ U� a 0 n TU rn �' O > c w U@3 rno w 3 L ' o (D Z n o 00 REVISIONS DESCRIPTION DATE REV • DESIGNER SIGNATURE REVIEWED BY • RODNEY KEEN 2/12/2018 JOB ID: 1576 PROJECT NAME W W D N CY > o, "t Cf) W D LO r I"- Z CV � �U) U o C� W } O. W Z -C-0 SHEET NAME - PLACARDS SHEET SIZE ANSI B 11 " X 1.7'-' SHEET NUMBER PV -6 . Flex"Energy Solutions: 260 Wto 280 W 60=Cell High Wattage Modules FIex.Energy-SoluIIons delivers best -In -class solar modules by continuously leveraging new ,technology and manufacturing techniques that maximize efficiency, minimize Cost and extend.product Ilfetime.'Our solar module factories are ISO 9001 and ISO 14001, certified. Our products undergo rigorous inspection to ensure the.highest,possible_qualny. Flex Mono solarmodules continue the tradttlon'of excellence by dellvering the highest, levels.of performance woridwlde In on aesthetically pleasing product. It offers a 50 mm frame and PID=free operation allowing use with all Inverter types. Quality &Safety D Industry Ieoding PID test corldnions: - 96.houfs, 85 C,:85% ielaflve tiumldjty, -1kV v IEC'ceriified by TUV SOD: - 61730 to ensure electricoLsofety - .61215 long-term operation 16 a variety of cllmiates.Includingsno_w Idading up to. 5400 Po and hall testing - 61701 Level !.salt mist corrosion resistant for moiine legions -62716;ammonI testing for agricultural environments s Manufactured to AOL 0.4 Level II quclity'ondtesied up io,3x beyond IEC standards > CSA'certified to UL 1703 for 1,000 V systems in the U.S.; and Candda 'Robust Design Warranty Block anodized corrosion J� 10 -year limited wdrioni,y for mofenolsond workmanship resistant aluminium frame n 25 -year Iineor power. woriq* at STP:. » Low glare antl-reflective - Yecr, 1::5 3i5% of rdted power' coated (ARC) tempered'glass - .After year 1:!5 0.7.%.rated pourer degradation per year 7; RellablIv,tested 'beyond ;international standards 06 0 Addtfionai coverage from' Flax's linear Warranty E• V �... 2Standard`Worranty' .0 a a 1 9 3 A E 6 i 9 6 14 11 12 1; u. --L 16 17 N :0 ,2D. a 22 22 24 8 Years or Warranty Coverage dCE PV CYCLEFIA � V Advantage » 17.11)° module efficiency with positive power tolerance » PID -free: compatible with iransformerless and multt- MPPT inverters Tariff -free: not.subject countervailing or onfidumping tariffs » Higher return on investment with more watts -per - module }7 Utility -grade manufacturing: ISO 14001, ISO 9001 and 100°% EL inspection FX8 XXX88L7 AC Nor SAUB: 260,W to -280_W PHYSICAL PARAMETERS Nominal Operating Cell Tempercture,(NOCj • „111 Ie Dh*rdc is- 1•.656 r-vT1;+i 9V0 mm z 50 mm NtOdulc Might Temperature.Coelficlent ol•Voc Cell Type trldnocp'sr1Ahe "Numbci of Cs31s. ... 60 Frarre Material BIOCL Anoolmd Ahirinum tempered Aro G 0M TNcme3$: 1_tniilbig flewrse Cm1:r11 .. _._ - - - TEMPERATURE COEFFICIENTS AND PARAMETERS' Nominal Operating Cell Tempercture,(NOCj 45 4 x 2C I'airperaturaCoo" ,ntotVn)ak -0:4b eJe" Temperature.Coelficlent ol•Voc 7i3G 3,14 Temperolure`CoalBcienhor.lsc .0J36 9VC O eratnp TemPerahiie - - - -0 C t67;65 _C - Maxi7wm System Voltage 1000.V (UL & IEC) 1_tniilbig flewrse Cm1:r11 .. _._ - - - 9:27 A ;Vlaxlnuirrf Series-Fuse-Raliiid r5 A Pmax Produolicn Tolorancd OW to -5 W ,Junction Box-Raling IPb7 IEC 6 i 730 App iic"n Class A . ma&lesRie-Peiforinariee Type 1 or type 2 Ovarable7' Rlodule_ rlre Re3Wonoe,'Raine• Class'C -Packaging Speci6oaJ3114 20;Tw los', Parpottot S2o'modu(os,per 40' tVOncube Canh]1rAr - - ,V✓ndand:mowFr_ontlaoci _ .. - Up.1o5.400Pa. . _ VAnd Back Load 24W'Pr5 , 'Redddtlon er SrC elldency hoin'1 W0 W/m' lu 2IXI WM r= QRe1allve) . STCEIECTRtCALCHARACTERISTICS' Fxs )O(XBB SAC1W- I FXS X)O(BB $AC16 'MCdel xXx2 260'N 255M.e-701V 'e70 275V/ 23W/ 2608- : Z50 2650 265- 2778 270 + 2759 2800. li'atod Maximum'Powo; Pmox,(V7) x 260 235 - 275 290 275 280 Opeii-ClrcultVoltageVobM .:7.6' 37.7. $7.6 313' 38D 37.6• 3717 37.9 -37,9 '38.0 .SnortG6cu tCuaent;lsc (JJ 9.30 . , _9Z 940 9AS i 95 97f,: .9.25' 9.90 935 9.4 MadUleIfidency;%) ..�.-. �.v 'MCXlmum POwBr?onl Voltage VmDP.M 159 16.1 I6.4 ...�- - 3,12 .169 ^"+•cT^ 17.1 `59 ...rte 30L 667 10, �. 1&4 116.6 17.1 uQ4 F.r� r�.� '801 30.3 478 --,wn- 30.4 - 9.21 de.I' .890 .�� 3Q 2 - ^�•'S...�,+.:. .301 M.'1. tlr'7tlm Powe(Pa¢11tlreni impp (A) 0.67 891 794 8.94 ' 908' 9.21 NOCTELECTRICALCHARACTER.ISTICS' F)(S-)OOI3 vSACIW, I F)(S-)00(BB•SAC1B Model xxxz -Rarod:Ma%hnum PoworPmoxMV °7inA/ 184A. 7nsvi 193.0 �7mv 1966' 1•�iwi 7i1mi� 787:3' 203:9 7N18 1E7:7 7rtw 191;3 :a.7 7.38 27.5 6.97 2ir19 �!. .:wi9 194.9' 19351' 2321 .94.6; ac9- ;94.9 77 :7A1 7,44 .2?. ! 276 16 7,OS.7 21 7.32 Open-C:Un/it VdtcjJe:Vnr:(�. _ 9i6r1:C IrCu6 Wro-ntL C.(A). -_4.8' 7:55. 275, .. a.9�- 509 7,56,' D.M 7T17:147, ;37.9S1.G,: _7.61. 27.8 .3ra0 7b6•• . .7.67 `27L. 27:7 :7.]6 X57.7'. 7.35 "27,4 6;65'( IVIOAa Lihl Fcrmer'PrH V4ltage,Vmm(V) McadmumfaA+erPculFGurteptIrj1pR;{A) Solar Module Dimension's Mm (tnch) TT_ -,-� Module Dimension% Mounting Hole Spacing: E-950(37,4) F=994(39.1) Coble Length: I ' L -1,000 (39:4; (model ;94, -30)' L-1.300 (5'2) (model -39):' IV Curves At Multiple Irradiances (25 C) - - r 1m6W/mr • - ebow�M 4mwAM u, 0 a s 'iD - w zo zs ss a. 'ti - "x V600go (V) _ IV Curves At Multiple Temperatures, (1000 W/rrm, iD Ae F m V• 2 - 0 6 c I6 )5 W 25 A3 65 As Voltage (17 Usto'J Spnal)cal ors orcl,s(/bpct io c•longe:Qhou-�prrar nolice. '1 -q�lp9rc:lures:ct}f ian5rloyw�ryLy_ln Pnx;z Prxbscfgn,derOrvs fo:.t�-uy+rr3csun:J no¢:uk, l:;erformrrrz is r�trna-hclto m��rrwr. wVdif-p•sET,�,a candStC Polcar ratirva t7y ()Vora +u'N '2 Refario design pac¢rge and maclule l�o4bel for spedc ire F&rformonceType. ' AVIe6Oincal dais al 51anda•d lercar�atilaln (SIL) 11x)'332/,/mx„4(v1 1 .5.25 Q eet mal c_ horo-tenstics rmvwrx b•�:tb%nnd pow -e rrecsurenV_nr loamr7; a by:b Y%L � ylrldP„OtCG•+.dcrsrzc:/\15bmmC15675r`r'nn - T :11YJC016S Yx73k5h76rCatar_ VJ=wi'lil& B�7r7Ck s 'hlCCrel.�rccl chorcx:4;iiscs ntE<r.7swad ender nnrrolq;rracNn�s r7ondili.:n6 o`r_e1S 900 W/rn2. N f : AM l.i,�•ai ;rJ 1 m fs y.� O O 0) IW 1-1 LOE U N U a U L00) Im 0 ;Y, J! ¢• 000 U v;L W Q o vJ 3 N �aU@33 o� 3 ; %�.,� z O O ao REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2112/2018 JOB ID: 1576 PROJECT NAME N Cn N W Lu Z) li > 1 lY . � t Cf) IJJ Z) Lc) Z rn C V D (n Q O U .. Ly>: 0 O (, w Z lY (Doa Q � R < s SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -7 solar- • $olAff d.ge' Single Phase Inverters for North America SE30100H;=US / SE3800-R US / SE5000WUS / SE60001-1=US / SE760OWUS F Optimized installation with HD -Wave technology Specifically designed to.work with power optimizers - Record-breaking efficiency Fixed Voltage inverter for longer strings Integrated Arc Fault protection and Rapid Shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 01174� SA eertlfied, for CPUC Rule 21 grid compliance Ar Extremely small and easy to install outdoors or indoors- — High jref,46ifty without i ny,electrolytic capacitors Il)fl - Built-in module -level monitoring. WavQ:' Optional Revenue'gra de data; ANSI C12;20,CIas•s 0.5 50_5% accu acy) USA-CANADA-GERM:ANY-ITALY`FRANCE-JAPAN•CHINA-AUSTRALIA-THE NETHERLANDS= U,K-ISRA EL -TU RKEY-SO UTNAFRICA=6ULGA RIA www.solaredge.us Single Phase :InVe:rterS:fot,North.Arhd.CiG8 a s o l a rr AW SE3000H-US'/SE3800H-USSE5000H-US'/SE6000H-US/SE7600H-US fSE3000H'_US SE3800H-U5 SE5000H-U5 SE6000H US' l SE7600H-U$ 1 { ' OUTPUT Rated AC PowerOutput 1000'...3800" I . sow 6000 7600 VA Max: AC Power Output 3000 3800 5000 6000 L ZG00 - VA . , .. AC OutputVoltage Mm Nom Max 5183 208 2)_9). ..... ._ I:✓ - r Vac AC:Output Voltage Nln Nom Max (211 240 264) .. .... .......... ✓ ✓ „✓ ✓ ✓ vac AGFrequeflCy (Nominal) - .59.3 -60- 60.S.*,!.tHi., •.. Maximum Continuous Output Current 208V; .....I - . ??. I' A Maximum ConpnuousOutput Current 240V" 125 21 25 32 r A Gm... 1 hreshold ........16 ........... . 1 ... ............... ..... ! .... .., .. ...... Utilltyiv onitgring Islanding Protection," + ... .., . .... ' , Yes. Countr Confiurable:Thr`esholds INPUT - Mazimuin DC Power 4650 5900 5 7760 9300 I 11800 ........ .......... ... W Transformer less Ungrounded ....... Yes IvtaiimuminputVoltage. ........................... "......... �0.......................... :.., < .. Vdc.... - Nominal OC Input Vol)age ,. ... _- _ 3R0 _-: .400 Vdc , Maximum In�uL Current 2Q8V - 13 5 r I Adc Maximum Input Current 24pV a' 8.5 10.5 t13 5 16 5 2Q .................I .. .....,........ Adc .-.. ..............:.40 ....,.. ..... Max. inputShoi-tCircuit•Cu�rent.............. ......... .......� ;4?..:.........:......................... Adr..... Reverse-Polarltv ProtectionYes Ground Fault isolation Detection ...... 606kuSensiavir/ .... Maximum Inverter Efficlehc� - 99 I „ 99 2 .. 5 ................�.;..........., ..... ........ ........_.... GEC WelRhted Efficiency ...... ......:... ...... 99 .................. ..... ...... ., .. ... Y.. Niehttirile.Power Consumption _ 2.5 __ W I AOOITIONAL,FEATURES _ Supported Communication Interfaces RS485, Ethernet, ZigBee,(opUenal); Cellular (optional) . ........_. ..... ;:. ,:... Revenue Grade Data, ANSI C12 20 = ................. ........ ............................ optional 11 . " " ...........................I............. ................ ...: ..... Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Rapid ShutdoiVn upon AC-G, id Disconnect STANDARD COMPLIANCE Safety UL1741 UL7741 SA UL1699R CSA C22 2'Canadtan AFClaccordm to TIL M 07 Grid Connection StandardsIEEE1547 Rule 2.1 Rule 14 SHI) Emissions, FCC Parl 1S Class B;, = = F'INSTALLATION SPECIFICATIONS AC'Ou ut Condo t Sze /AWG Ran a 0.75:1" Conduit / 14 6 A1ArG tP............... �.. DC Input Conduit Size /ti.of,5trin$s ( AWG Range .... .. 0 75 1 Conduit /1 2 stings / 14 6 AWG f" Dimensions with Safety Switch (HxWxq) 17 7 x 14-.:8:,1'4506 x 6 x 370 x 174 In / mm' Weight with Safety Swllch ..... 2? / 10 25 1 /114 I 261,/ 119 :.> .......... .................... .............. Noise- <-25 <SQ dBA ..................... .... ,. ..................-.................................; ................ ......... .........,. 1 - Natural � � t conyection"and Cooling Natural Convection internaffan . user laceable),,,, I, ............:..............._......:........ rl ,� $........... :..:...... :..:....... .......neo Operating Ter�perature:Ran e , 13 to +140 / 25 to t60 (40 F / 40 C o' n) 'F, /'C Protection Rating NEMA 3R (Inverer with Safety Switrh) - '�• _ - - v r - For other'reglo:W.zMtiggs: ulrtaie contact SoIorEdge suppoits 12!Awaherrurrentsour nay be used: the rnmipr%%lIj IlWi-its lnputcurrerst^to the cahses.mied. - 18 iteve6ue grade.ixcr•er P/rycSExii:ciH-US000$NC2 ' Wier$64-,ding frail swc 10.40 veciion PINE SEixuIM-1.15000NX1.04 M rn ,Z. to W rn E 6Y Qo E o 4r wd.� p t6 to Urn o Z.- �}�T;U2 - 0) CU 01 j - Q 3 iv o-� �oU�3 oa Z Q 0 �•. .� ;. o 00 REVISIONS DESCRIPTION DATE REV Ll DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/12/2016 JOB ID: 1576 PROJECT NAME N c¢ CV W W :D O Q 't co W_ a 0-) LO r Z 0) N i (nQo 0 3: U.'. 0 J Z C.0d Q O �rr�nn - V SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -8 solar=se sola r ' • • So Module Power Optimizer Module Add -On for North America ' P300 / P320 /, P370 % P400 % P405 SolarEdge Power Optimizer T ry Module Add -On For North America iZ. - L L W °' E W: Q04 YUE I- N u1 in z � LO (o > c: LL a) W0. U N t ,W o�_J°'� Q) Q o' 0 (1) :..; • o a Z CL 0 � . REVISIONS DESCRIPTION DATE REV r DESIGNER SIGNATURE .r REVIEWED BY RODNEY KEEN, . 2/1212018 _ JOB ID: 1576 - PROJECT NAME N -U N W W :D O L f_ Q CO N - LU IZ rn _ Lo ' Z0r 04 0 0.: J Z. C.0 Q Q SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE. ANSI B 11"X17" SHEET NUMBER PV -9 ■ P300 t P370 P400 P405 r •� 370...... (for 60 -cell mod- (for high-power (for higher -power 60and-modules (for 72 &.96-C611 ifor thin film P300 P320 iZ. - L L W °' E W: Q04 YUE I- N u1 in z � LO (o > c: LL a) W0. U N t ,W o�_J°'� Q) Q o' 0 (1) :..; • o a Z CL 0 � . REVISIONS DESCRIPTION DATE REV r DESIGNER SIGNATURE .r REVIEWED BY RODNEY KEEN, . 2/1212018 _ JOB ID: 1576 - PROJECT NAME N -U N W W :D O L f_ Q CO N - LU IZ rn _ Lo ' Z0r 04 0 0.: J Z. C.0 Q Q SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE. ANSI B 11"X17" SHEET NUMBER PV -9 ■ P300 P320 P370 P400 P405 320....... 370...... (for 60 -cell mod- (for high-power (for higher -power 60and-modules (for 72 &.96-C611 ifor thin film P300 P320 ules) 60 -cell modules) modules) 1 modules. ) �, INPUT " '125 Vdc iZ. - L L W °' E W: Q04 YUE I- N u1 in z � LO (o > c: LL a) W0. U N t ,W o�_J°'� Q) Q o' 0 (1) :..; • o a Z CL 0 � . REVISIONS DESCRIPTION DATE REV r DESIGNER SIGNATURE .r REVIEWED BY RODNEY KEEN, . 2/1212018 _ JOB ID: 1576 - PROJECT NAME N -U N W W :D O L f_ Q CO N - LU IZ rn _ Lo ' Z0r 04 0 0.: J Z. C.0 Q Q SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE. ANSI B 11"X17" SHEET NUMBER PV -9 ■ Rated Input DC Power?! 30D 320....... 370...... 400....... 405 ...... ' W...... P300 P320 P370 / P400 / P405 NsoluteMaxlmu Input Voltage / oc at lowest tem nature �, 80 '125 Vdc _ MPPTOperatfn�Ran�e ................• 8-48 8-60 .. ......... .... 8 -BO ...... .... . , 12.5-105 Vdc Ma�dmum Short grcult Currentllscl 10 11 10.1 Ade_ Maximum DC .......... ... .. �5...... ........ ....................13.75..,................. 12.63................ .. E .... . Maximum Efficierrc� .......... I.... 99.5 .................................................... % i .... Weld F}iidencY ............. .... ...: .......................... .98.8 .... . . -. Overvolta • Category a ,OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING.SOLAREDGE INVERTER) Maximum Output Current .............. •...,................................... 1 'r..... ......•............... ' Adc:... Ma)dmum Output Voltage 60 85 Vdc - OUTPUT DURING STANDBY (POWER O TIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)' _ Safety Output Voltage per Power 1 Vdc 0 ifmize r . ,STANDARD COMPLIANCE, '� 6 EMC ....................... ................. FCC Parl15 Gass B IEC6100D� 2, IEC63000 G 3 .............................. r,.. t................ ............................. power y _. . etp' 't • ...... ......... .. JEC621179-1(class II safety, UL1741 ..................................... .. ................................... ..... RoHS y Yes 'o Wa�ttty °+ry INSTALLATION SPECIFICATIONS- •C o+' Maximum Allowed S�rstem Votme 1000 Vdc ` '�' Compatible inverters All SolarEdge Single Phase and Three Phase Imrertern - Dimensions(WxLxH) 12Bx152x27.5 5x5.97x1.08 12 152x35 Bx Sx597x137 .. 128x152x50 Sx597xL96 ...................................• mm/In J Wei�htStndudlrlj)wblesi.:•,,,,..:.,,-.r• :............................................. 6301:4,..•.. ........ 750/ 1.7„ 845/19 pr(Ib , . Input Connector MC4 Compatible r Amyhenol AH4 MC4 Compatible„ r y `, ` Double Insulated; Output Wire Type/ Connector "' Double Insulated; MC4 Compatible MC4 /' Amphenol Ali4....... ' Double Insulated, MC46ampatible ............... OutputW"elertgtit .......... ............. ............r.095�3.0.•............• m�ft ` 0 esti Tem eratureRan a Q.. .! .k .............. �........ 40; +85/-40.+185` ........................................... .C('F f Protedfon Ratlrt ............................. IP68 NEMA6P ...........' .:-.... ...:................ ...................................0 Relative Humidity - 100....:........................ • - ..... ........ . %...... Gated STC power of the modulo. Malulo of to +V v°r wler°� oVowed. . - j PV SYSTEM DESIGN USING —I ASOIAREDGEINVERTER SINGLE PHASE SINGLE PHASE HD WAVE z THREE PHASE 208VTHREE PHASE 486V MWmum String Length PowerO tfmizels 8 10 18 ..... .. PV power optimization at•`the module -level Ma�am�mst�ngLength.............. Power O hmimrs) ` • ••5 '� ....:................... .. ........'...:...... ..........50......... ............ ° Up to 25/° more energy Maximum Power per String _. 700 (6000 with sE�600H-us) .1 l 5250 .......................... 6000 11750 W — Superior efficiency (99.5%) a Parallel5trings of Different Lengths y� r r — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading a eauu m.,:n�no re�,m,im j% ,ems=Natexrdera„wfleAutn atinLm.odE. ,. 1D'tkm .Flexible system design fo�.maximum space utilization w " tm�tnmho�a3No3v370R4WP6W/"WInon�SmnS. ' L Fast installation with a single bolt Next generation maintenance with module -level monitoring - n r Module -level voltage shutdown for installer and firefighter,safety _ _. USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -UK - ISRAEL- TURKEY -SOUTH AFRICA- BULGARIA -INDIA wwwmlamdgems y .• iZ. - L L W °' E W: Q04 YUE I- N u1 in z � LO (o > c: LL a) W0. U N t ,W o�_J°'� Q) Q o' 0 (1) :..; • o a Z CL 0 � . REVISIONS DESCRIPTION DATE REV r DESIGNER SIGNATURE .r REVIEWED BY RODNEY KEEN, . 2/1212018 _ JOB ID: 1576 - PROJECT NAME N -U N W W :D O L f_ Q CO N - LU IZ rn _ Lo ' Z0r 04 0 0.: J Z. C.0 Q Q SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE. ANSI B 11"X17" SHEET NUMBER PV -9 ■ /�d:IRONRIDGE Daiasheet Roof Mount System Built far solar's toughest roofs. IronRidge builds: the strongest roof mounting -'system I i n,solar..Every. component has been tested to the.limit. and proven in extreme environments. Our rigorous approach has led to unique structural' features, such as curved rails and'reinfprced flashings;, and is also why our products are -fully certified,�code compliant and backed by a 20 -year warranty:. 4 Strength Tested PE'Certified • ` p All components evaluated for superior Pre.-stamped:engineering letters• structural performance. avallable,ln most states. Class A Fire..Rating Certified`to maintainahe fire resistance rating of the,ekisting'roof., Integrated .Grounding UL 2703 system eliminates separate module grounding components. sDesign Software Online tool generates a complete bill of •: .. materials in'`minutes. '20 Year Warranty Twice the protection offered by competitors. XR'Rails XR10 Rail XR100 Rail XRIOOO.'Rail A low -profile mountin,g,rail The:.ultimate residential: AHeavyweight mounting for regions with light snow. solar, mounting rail. rail Ilor.commercial. proiects. • ,6'. spanning capability 8''spanning capability J 2' spanning capal:I1 Moderate load capability Heavy load capability Extreme load capability Clear'&,black-anod. fin'i'sh Clear & black anod: finish CI'earanodized finish Attachments FlashFoot Slotted L -Feet Standoffs CLIEff y Anchor, flash; and -mount Drop-in design for rapid rail Raise flush or,tilted with all -in -one attachments: attachment: systems to variousheights. • Ships with all,hddwa"re. High -friction, serrated face •` Works with ventflashing • IBC & IRC'complant Heavy-duty profile shape Ships pre -assembled • Certified with''XR Rails Clear ,& black anod. finish 4" and -7" Lengths Clamps & Grounding End Clamps Grounding Mid Clamps e T.Bolt Grounding Lugs.e Slide:in clamps and'secure modules at ends of [ails. Mill finish' & black anod. Sizes from 1 22`1o`2.3 • .Optional Under. Clamps; Free. Resources .Attach and ground modules Ground system'using'-the in the middle of the rail. rail's`top slot. • Parallel bonding'T-bolt Easy top-slot,mounting Reusableup td,10 Wribs = Eliminates pre_drilling • Mill & black.;stainless Swivels in any,direction Design Assistant "= Go frorri rough layout_ to fully: �y 3 engineered system: For free: Go to lrunRidge.com/nm WEE Internal Splices ( All rails use, internal splices forseamless connections.. • S'elf-tapping screws • Varying, versions for rails Grounding Straps offered Tilt Legs Tilt assembly to desired angle, up to 45,degrees. • .Attaches directly.:to rail • Ships wWall hardware • Fixed and adjustable Accessories Provide a finished and organized logk for rails. • Snap m Wire Clips Perfected. End Caps: • uV-protected polymer i • NABCEP Certified training' r ,, b. Earn.free continuing education credits while learning.more about our systems Go to IronRidge.comltraining �,LOrn W < o > V U U A¢,cc qr yv� o m 0 L6 ML c > CX) In .L 2D < oa z CL CD(D 00 REVISIONS DESCRIPTION DATE REV F� DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN .2/12/2018 JOB ID: 1576 PROJECT NAME N cal) cel' W W D it > o iY co 64 I— Z°'� � Ivo C� 0W of N d Q SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -10 r I. Part:# _.Boz Q: ' _ $IzeiLen th 17585 10 Hooks 9mrri x 18mm x'175867 "_ 1,Hook IN& Included 1758.7 , 10 Hooks &� 20- Screws , 5116" x-3" ._ 17588: ! 1...Hoak &12 SdevvS �5l.16" x 3" v 1.7589 , 110.Hooks &!20 Sc�ewS- #14'x:;3''. 17618, 1' Hook & 2 Screws #1,4,x 3','-' Type 304 Stainless Steel. For Side: Mount Rails �_ `- . _ 'Screw Size ' Not Included.W ..Letter, ,; Descri tion $IzeiLen th A_ _ Mountirr Screw Slots 9mrri x 18mm m_ Bs. .� •- - Raid Slot Size - - _ 1 Omm z 71 mm -.C_ i , _ _,Len hof Roof,Hook _ - 1.76.5mm D _ : Bottom End to -Top End J: 19.0,.3mm-198.5mm _Thickness- RE •Use our#14 dr 5/16"' Solar Mounting ScreH 30mm. 25:50r 93rnm ,ccepts 8' Bolts, 9 2irmm ;38.50mm ' 8.:70min E. El '5830 Las Positas Road, .Livermore, Califomia 945:51 1`3948 Airway Drive, Rock Hill, South Carolina 29732 Phone: (844)=671-604.5 I.Fax'...(800)-689=79.75 I` w.ww.solarroofhook.com SolarkooNook is °a division of Quf kscrews International Corp. D January 23;:2014. To whom this may concern, War Roof Hook is- committed to excellence: AI.I of; our parts were.`tested by a third party fest facility for the: following. 1. Uplift test 2: 66i6ward, load test 3: Water Proof - QuickB.OLT only AME Researchiacility had a current engineer. license: pert he State of California in,2012 and- '201I. Terrapin Testing had a`curre-nt engineer licen'se per the State of.California':in 2011: The following is 'an excerpt from: 'CALIFORNIA BOARD FOR .PROFESSIONAL ENGINEERS AND LAND SURVEYORS' g u i d e to Engineering & Land Surveying for City and County Officials; Page 12, Line 27 27: if the license has expired between the time the engineering documents were. prepared and the time when the local agencys'review is , per foimed, do the: documents need to be,m-sealed by licensee with a', current.license? (B&P'Eode• §§ 6733, 6735, 6735.3, 6735.4) As long as the license was current at the time the engineering documents were prepared, the documents,do not need to be re -sealed prior to review`by the local agency. However, any changes (updates o modifications) to the documents that are made following the review by the local agency would have to be, prepared by a licensed engineer with a current license and those changes would have to be signed and sealed. we trust the information provided will alleviate any, requesf�for.the test reports submitted'to have aistarnp' f .on7.th8,current year. Respectfully;, Rick Gentry e_1 V.P. of"Sales'&:Marketing 5830•Las:.P.ositas Rd I Livermore; CA -94551. Phone: '(844)-671-6045 I fax:'(800)-689-7975 www.solanoofhbok.com ZLO E W °' Q 00E u,. U N U O �, f0 < O (d 0Lo o _ 1.0 0 ; W Q o- J 3 rn0 V �3 o E i5j o C) co REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/12/2018 JOB ID: 1576 PROJECT NAME N c� N W w O Q co CV W a- m LO t— Z� U w }' O Q LJJ Z ti Z Q O SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV_ 11 980 41st Street Tel. (510) 4204190 Oakland,. CA 94'6.08 FAX: (510) 42¢8186 e-mail: info@appmateng.com September 1.7, 201:5 Mr:, Rick Gentry, ProjectNumber. 1.15727C QUICKSCREWS _ INTERNATIONAL 5830 Las Positas Road Livermore, CA 94551 Subject:. QS# 1:7585 —All .Tile Roof Hook 90°sL, iboratory Load Testing Dear Mr. Gentry: As requested, Applied. Materials & Engineering,, Inc. (AME) has completed load -testing the All Tile Roof Hook 90° ("see Appendix.,A. Figure l;). The purpose of our testing was to evaluate the compressive tensile (uplift) and shear (parallel .to rafter) load capacity of the All Tile Roof Hook 90° attached to a 2"x4` Douglas.Fir Rafter using two 5/16"Ox3" screws_ SAMPLE DESCRIPTION Mockup samples were assembled in our laboratory lin August 31 „2015, Mockup configuration consi_Sted. of three 12" long iaftcrs. at 4.5"o,c., screwed. to.l/2" Structural I. plywood. All Tile Roof Hook 90° is attached through .the plywood into .ai•after with two. fasteneminstalled at the. farthest.:end. TEST:PROCEDURES & RESULTS" I. Compressive Load, Test A total of three tests were conducted, for compressive .load capacity on September 11, 201.5 using a United Universal testing machine: Samples were rigidly -attached to the testing machine and a corn essi.ve load was .applied to the hook. The samples were loaded in compression at a constant rate of axial deformation of 0,09.in_ ./min. without shock until the hook was bent and came in contact with the test board; displacement at;maximum.load was recorded. Based on the above testing., the average .maximum compression.load of the All Tile Roof Hook- 90°attached to a T x4" Douglas Fir rafter.using two 5116"0x3" screws was determined to be 3951bf. Detailed :results are provided in Table I. Test setup and mode of failure are provided in Appendix B, Figure 1. The specific- gravity and moisture,content of the rafter was tested.in accordance with ASTM_ D2395, Method A (oven -dry). Thespecifid gravity :and moisture content were determined to be. 0.379" and 10,D%o; respectively. Mr. Rick Gentry Project Number 1.15727C QUICKSCREWS INTERNATIONAL: .5830 Las Positas Road Livermore, CA 945.51 I Tensile (Uplift) Load Test A total of three tests were conducted for compressive load capacity'on: September 14, 2015 using a United Universal testing machine. Samples were rigidly -attached to the testing machine and an uplift load was applied to the hook. The samples were loaded. in .tension at a constant rate of axial deformation. of 0.09 in. linin without shock until failure occurred; displacement,.atmaximum load was recorded. Based on the above testing, the average maximum uplift load. ofAd All Tile Roof Hook-90°.attached to a 2"x4" Douglas Fir rafter using two 5/16"0x3" screws was determined to be 2091 lbf Detailed results are provided in Table ll: Test setup and mode of failure are provided in Appendix B. Figure 2. The specific gravity and moisture content of the rafter was tested in accordance with AST°MD2395, Method A (oven -dry). The specific gravity and moisture content were determined to be 0.383 and 1.1.5%, respectively. . 3. Shear (Lateral) Load Test Paralletto Rafter A total of three tests were conducted for shear load capacity on. September 16, 2015 using a United Universal testing machine. Samples were rigidly attached to the testing -machine and a shear load (parallel to rafter) was applied to the hook. The samples were loaded.in shear at a constant rate of axial deformation of 0.091n. /min. without shock until .failure occurred;; displacement at maximum. load; was recorded. Based on the above testing, the average maximum shear load (parallel to rafter) of the All Tile Roof Hook 90° attached to a 2"x4" Douglas Fir rafter using two 5/16".00" screws was determined to be 487 .lbf. Detailed results are provided: in Table Ill. Test setup and -mode of failure are provided in Appendix B, Figure 3: The specific gravity and moisture content of the rafter was tested in. accordance with ASTM 02395, lvlethod..A. _(oven -dry). The specific gravity and moisture content were determined to be 0.354 and ' 10.9°/x, respectively. Respectfully Submitted, APPLIED-1VIATERIALS & 'ENGINEERING, INC.. Reviewed By: r N TAJ1R ELc oh ed F No: oratory Manager, Va $ ..c. . Ezp•"9!3 ATF OF`CA��E P. aged. of 12 PL�OC ® 4(; � £ �I�Q9�l�C �O ®p INC. Page 2, of 1.2 APPLIED HA'�� /ALA A E1�SWEE�3N(�o INC. s< it Z rn 0) W E _ C) 04_O o � m Uin� c o Z ��� a) U) F- Qom`°' W Q o 3 3 ; L) �o w • zo 0 m z a C:) 0 00 REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/12/2016 JOB ID: 1576 PROJECT NAME N :u N W UJ Z) > o Q00� W_LO z °' N ::D U) U o CD w}O 0 � W Z tY (0 ❑ a o 0Y Q 0 SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -12 FLASHFOOT2I�r Locate roof rafters and mark;l9cations on roofs.! Orill 1/4. Oi]6t,h+-ol6g,and -bddkfill-:With.-approved sealant. Slide, ,flashing between iiitanIJ2nd course ofskii-Igles,', iensunng- flashing 'doesn't -_ - i6d the overh cl&Ahilf shling-l'b-Lin"e- up with pilot hole -and insert supplied lag'boft With Washer - -0 torbugh..!ashing; Fully: seat 'lag bol Plice ap flashiiia in,:desir.6d orientation for EM b.r NI/S rails and, rotate -100 degrees, until, it locks into place. a V Rail cmm installed -oeiter side oashFoo . Cap. . - - , istalled .-n .h... -, sI I - f Fl- 44 - 'End :Clook,6n--d keep ,d6bris Ahd aps',add a do pests; from collecting inside rail. Flrrrily�press End Cap onto rail end, Caps come in sets of left, and right dheck that.the proper, aTRq!!"t each has been 6,rovWjed. %A11Mr! ell IM01 Wire 'Clips offer. a Simple wire management solutibn. FIrmjy..press.1Wire,'- lip into -top rail slo V Run electrcal-WIre through ,opehclip. Phap closedoh6e..Wlwires. have been placed. A , ttach Standoffs to: roof locations with lag bolts (not i 1hdlUdbd)'�.'Pl&c6 flashing '6vdr'Standdff.: Attach L7-`Fo6t.orf Standoff 'washer with h hardwa.re.,Tbrque to 1146 inAbs,, Prmidedby Others 10 2016 IRONRIDGE,'INC. VERSION 1.20 FLUSH MOUNT rlNnSTAL�LATION 11L 2703 LISTED 1�j i 1 U 4503320: ,Intirtek #5004376 L Conforms to ANS /UL 2703M066tihg '-(2015) Standard for Satety:First Edition: Mounting Systems, D6 Ices,, lamping- Retention D&ides,.and, dto,UndLUq for. Use'-withFlAt.-Plate PhbtoV'bltA1b,.M6dules:and Panels Max• Qvercuft,ent Pr6tectiVe Device (QCRD) Rating:.25A Ma k.MddUle Size._ 202 • Mbdule 6r'i6nt'Ati_o_n: Portrait or Landscape Mqqhanical LoAd,Ratiho: meets minimum requirement's of1he standard (10 PSF.dbWnward,5 R,5F u"*qrdt, fj_-PSF later0.Actba I system s W ctura I capacity: is defined by PE'Starn ped,certi f ication lefters. CLASS A SYSTEM FIRE RAMINIG PER, UL,1703 • Any Roof Slope with Module Toes 1, 2, and 3 Any module -to-roof " d, With no perimeter gUardin' d Thi 'rating is -applicable With q#ylhird-paqy gap is p�rmitte require... is Attachment.. - Class A rated'FVsystems; can be -installed on Glass L A., 13,and C roofs:withoLd affecting the. roof fire rating: STRUCTURAL CEWnFldATbk' Designed -and Ci6flified fo ir *Co"m-p ante I—- with, the Intbrhatidnal Building L Qi5d6'&,ASQE/SEl77 MARKINGS Product markings-are.located on the 3/8" Range hex nut. 0) LO :LLAu. E () T U 00 L6 0 0 M L-, �D >- To S M, (2) 0, > 0 : co En 2 LU 6 < o 0) c) M 0 -r J=_ `P 0 z CL VCO REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN::] 2/12/2018 JOB ID: 1576 PROJECT NAME N C<0 C,4 W LU :) — Of > - C:). I of < CC) 64 1:t rUj a- mO Z) L Z 0') C14 D u) Q C:) (D C) - >-- 0 Uj z _j Z (D 0 C14 0 < SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -13 P AT I KI r- C.' 11L 2703 LISTED 1�j i 1 U 4503320: ,Intirtek #5004376 L Conforms to ANS /UL 2703M066tihg '-(2015) Standard for Satety:First Edition: Mounting Systems, D6 Ices,, lamping- Retention D&ides,.and, dto,UndLUq for. Use'-withFlAt.-Plate PhbtoV'bltA1b,.M6dules:and Panels Max• Qvercuft,ent Pr6tectiVe Device (QCRD) Rating:.25A Ma k.MddUle Size._ 202 • Mbdule 6r'i6nt'Ati_o_n: Portrait or Landscape Mqqhanical LoAd,Ratiho: meets minimum requirement's of1he standard (10 PSF.dbWnward,5 R,5F u"*qrdt, fj_-PSF later0.Actba I system s W ctura I capacity: is defined by PE'Starn ped,certi f ication lefters. CLASS A SYSTEM FIRE RAMINIG PER, UL,1703 • Any Roof Slope with Module Toes 1, 2, and 3 Any module -to-roof " d, With no perimeter gUardin' d Thi 'rating is -applicable With q#ylhird-paqy gap is p�rmitte require... is Attachment.. - Class A rated'FVsystems; can be -installed on Glass L A., 13,and C roofs:withoLd affecting the. roof fire rating: STRUCTURAL CEWnFldATbk' Designed -and Ci6flified fo ir *Co"m-p ante I—- with, the Intbrhatidnal Building L Qi5d6'&,ASQE/SEl77 MARKINGS Product markings-are.located on the 3/8" Range hex nut. 0) LO :LLAu. E () T U 00 L6 0 0 M L-, �D >- To S M, (2) 0, > 0 : co En 2 LU 6 < o 0) c) M 0 -r J=_ `P 0 z CL VCO REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN::] 2/12/2018 JOB ID: 1576 PROJECT NAME N C<0 C,4 W LU :) — Of > - C:). I of < CC) 64 1:t rUj a- mO Z) L Z 0') C14 D u) Q C:) (D C) - >-- 0 Uj z _j Z (D 0 C14 0 < SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -13 Install roof attachments.: Mount'Slotted L -Feet; FlashFoot2; or ottie.r coirlpatlble, roof. attachment per manufacturer'st , instructions. 'Q IronRidge's alFin-one FlashFoot2 roof.attachment is for pitched;. composlhon,shingle,roofs. Refer to Peee•7 or provided manual i' i i 1 Q Te9A char Proivated ducts tU Anc roof:attechments:_ _ _ ® _ _ _ _ _ _ _._ _ _ 'S-51 Standing Seam Metal Roof clamps - Certification of metal roof clamps includes bonding to both painted and galvalume metal rcofs:',Tighten clamp set screws to 130 150 in -lbs (z14, 1 1 gauge) iii -180 in=lbs (22 gauge) roofs: Tighten S=51`M10 belt r to 2401n-Ibs or S=5!,Mini 108 bolt to 1.56 in -Itis. , 1 EcoFasten Green Fasten GF -1 Anchors 'QuiokMount PV Roof Mounts.and Tile Hooks - Tile: Hook _r� _ atteches`to XR Reil using 3/8" Bonding Hardware OCR torqued to e 1 2W in -lbs. iQuickscrews Solar Roof Hooks, Elot.Alumhinum Roof Hooks, or' Univac. Creoteec Til a' Hooks - Attach to XR Rolls using eithbr _ L -Foot IGtor 3/8" Bonding Hardware tit torqued to.250 iriabs. . t 1 � Q Refer.to Page 7 for installing Standoffs 2. PLACE RAILS ;A.,CONNECT.SPLICES Use BondedSplices; when needed to join multiple _ sections of rail: Insert Bonded: Splice 6".into first rail, Tarq"e� and securewith two self drilling'screws; spacing them" approximately 1' apart and tightening to 20 in-Ibs Slide second rail over Bonded Splice andsecued wiih'two more :sell drilling `screws: Q Rows.exceeding ;100 feet of rail must use Exoansion Joints: V ForXR10 and XR100 rails, insert screws: along the provided lines. Q Refer to Structural Certification letters for rail spl!ce.location , requirements. Q Screws can beinserted ort front or back of rails: B. PREPARE. HARDWARE! On the"grcund, slide square -Headed or t-bolthatdware`into i .side facing rail slot'. Space out bolts to match attachment spacing:, Prelbed CLAS Space.8olie ;Q Tape;ends of'ra11; to keep bolts.from sliding out while, moving: `C ATTACH RAILS CTorque Drop rail with hardware into roof attachment:Level. rail. af: ` desired height;'then torque to<250 In-1bs. ,Q Rail can face'eithervupslope.or downslope on roof.`; 0 2016 IFIONRIDGE, INC. VERSION 1.20 FLUSH MOUNT INSTALLATION MANUAL - 4' 3. SECURE LUGS ;Insert T,bolt.in top rail slofi'and torquabex nut to 80 in-. lbs: Install aminihi 10 AWG solid copper or'stranded'. ' TemtiAl a Ibg!, ` roundin wire. Tor. ue. terminal screw to 20 In=Ibs., Q Grounding Lugs are only, needed on one ial per row of modules -. _: (unless frameless modules are;be�ng used; sea page 8 Q It using Enphase microin'veiters,'Grounding Lugs may not be Y _ needed See -Page 8 for more information: Hez.Nut .Q Grounding Lugs can be installed anywfiere'along'the raif and in leo Inaba) m L/ - - e-itherorierrtation shiiown.. ` SECURE MODULES A. SECUREFIRST<END A - Place -first module in position on rails, a minimum of 1" from rifll ends: Snap Stopper Sleeves:onto UFO Fasten module to rail using the.11F..O, ensuring thatL 0 UFO is UFO' l�olnae5> lioiiked:oyer the top,of the module. Torque to 80'in-lbs: .Stopper' ' Q `Ensure rails are square before placing modul,esc azi E :% Sleeve Q'Hold Stopper Sleeves on end while torquing to"preventFotationt B..SECURE NEXT MODULES B Place UFO Into each rail -placing them flush against first' module. Slide. Second module against 11F0 Torque to 80 • In=Ibs: Repeatfor each following module. foo is -lbs} Q When reinstalling UFO; move modules a minimum'of 1H6!f so UFOs are in contact w@h a new section of{nodUle frame... Q Itusing Wire`16ps refer to Page 7,. C.'SECURE LAST END' Place last module in position on rails; a minimum of 1 from rail ends: Snap Stopper Sleeves gnto UFO Secure.. u,FO iry UFO •Clamps on rails, -ensuring they :' hooked over. tpp lBo/ absl { _' of nodule. Torque to 80 m-Ibs: - f Q* Hold'Stopper Sleeves on end while torquing.to•prevent rotation Q Aepeat all steps foreach following row of modules: 2016 IRONRIDGE, INC. VERSION 1.20 FLUSH MOUNT INSTALLATION MANUAE 5 x' U 0 � U aq w ? r o c`o U Lo to o ca I- uo iv to �OLr) (fl > c .Y.l. ¢ L_ 00 U U L C) 01, �, L) 3: �. s r w 3 o Il Q) - Z n 0 00 REVISIONS 'DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2112/2018 JOB ID: 1576 PROJECT NAME W w : N O 00 M W to z 0) � cnUo 0 , Uj 0 W Z (D 0 d Q V SHEET NAME .EQUIPMENT SPECIFICATION SHEET SIZE ANSI B '11"X17"r . SHEET NUMBER PV -14 EXPANSION JOINTS ODULE COMPATIBILITY • r GROUNDING STRAP bCP NSION JOINT The Flush Mount System may be used to ground and/or mount a PV module complying with UL 1703 only when the specific module has been evaluated for grounding and/or mounting in compliance with the included instructions. Unless Grounding Strap Expansion-Joints,s are; required for;thermal' a/a:From fmG. Tc�eetr otherwise noted,'5oW refers to the module power rating and both black and silver frames are included in the certification. expansion of rows ezceeding 1;00 feet of`rail. . ' \ i anlmft� T 'lnserf•lnternal Splice into first rail and secure with screw: ; Assemble and:spcure Grounding Strap 3/8" from rail , ,end.'Slide second�rail_over Internal;S,plice leasing 1" gap between rails. Attach other end of Gfoundir' Strap with. / hardware; and torque hex Huls to 80 in -lbs: � T 1.4'Secorid Bonded'Splide screw is not used with OpanslxrJoI t'S ; - Q' Do not install module overtop of. expansion joint.location. Euly Seat .�.. . 6 Inslee.RillT 'Screw, I R - ELECTRICAL- DIAGRAM t E - w. 'Grounding Lugsiand Wite:are not -required in`systems u"sing Enpfiase'.microinverter , " 2016 IRONRIDGE,VERSION © 201¢ IRONRIDGE, INC. VERSION 1.20 FLUSH MOUNT INSTALLATION MANUAL - 9 LO U o W i U to m o z: Co _ M In (D j C M W¢ o ��a �.: � ai Q 3 a� (1) o y o U 3 ' o `m ? c z a 0 o 00 REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/12/2018 JOB ID: 1576 PROJECT NAME N U c� W LU D >�t cN W_ D I.n F- z 04 -�� U o w>O U z �D Q a LL Q .. ♦ j' SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -15 Modules with 35, 40, and 45mm frames and model Identifier aaSM66yyPzz-xxx; where 'ad" can be CH or A: W can be either 10 or 12; "zz" can be 7Asl-n,e,gy Solar z-_ _ -. - l blank or (BL). Frameless modules with model identifier CHSM6610P(DG).xxx: Modules with 35 and 40mm frames and model identifier AC-xxxY/aa-ZZ; where "Y' can be M or P; "aa" can be 125 or 156; and 'ZZ" can be 54S, 60S or 72S. Modules with 40mm frames and model identififer CSSY-xxxZ; where ".YP can be K, P, V. or X; and ""Z" can be M, P. PX, or PSD. Uframed modules Canadian Solar, with model identifier CS6Y-xxxP-FG; where "",Y"" is K or X. Modules With 35, 40, and 50mm frames -and model identifier ET-Y6ZZxxxAA; where ;Y" can be P, L, or M; "ZZ" can be 60 or 72;'and "AA", can be ET Solar W8, WW, BB, WBG, WING, WBAC, wecb, WWCO, WWBCO or BBAC. Flex Modules with 35, 40, and 50mm frames and model identifier FXS-xxxYY--ZZ; where "xxx" is the module power rating; "YY" can be BB or BC; and f "ZZ° can be MAAI B, MAAI W, MAB1 W, SAAI B, SAAI W, SAC1 B, SACI W, SAD1 W, SBA1 B, SBA1 W, SBC/ B of SBC1 W GigaWatt Solar Modules with 40mm frames and model identifier GWzxxYY; where 'YY* can be either PB or MB. Modules with 40, 45, and 50mm frames and model identifier HSLaaP6-YY-_1 •xxxZ; where "ad". can be either 60 or 72;,'YY° can be PA or PB; and'Z- Hanwha Solar can be 'blank or B. Modules with 32, 35, 40, and 42mm frames and model identifier O.YY:ZZ-xxx; where "YY",can be PLUS, PRO, or PEAK; and ."ZZ* can be G3; G4, Hanwha O CELLS L -G2, L-G3y, L-G4y, BFR -G3, BLK-G3, BFR -G4, BFR -G4.1, G41SC, or (34.11SC. Hyundai Modules with 35 and 50mm frames and model identifier HiS-YxxxZZ; where ".Y' can be Mor S; and "ZZ" can be MI, MF, MG; SG, At, RG; TI, or.TG. Itek , Modules with 50mm frames and model identifier IT-xxx-YY; where "YY" can be blank, HE, orSE. Modules with 40 and 45mm frames and model identifier JAyyzz-bb-)=Jaa; where yy",can.be M6 or P6; *ie can be blank (K) (L), (R) (V),`(EIK); f JA Solar. (FA), (T% (FA)(R), (L)(BK), (L)(TG), (R)(BK), (RI(TG), (V)(BK); (BK)(fG), or (L)(BK)(TG); 'bb'cin be 48, 60; or 72; and "aa"' i can be MP, SI, PR, 38B, 488, 4BB/RE. t Modules with 35 and 40mm frames and model identifier JKMYxxxZZ; where'Y° can either be blank or S; and ZZ" can be M P PP P -B; or P -V. Jinko'. Frameless modules with model identifier JKMxiocPP-DV. Modules with 46mm frames and model identifier KYxxxZZ-AA; where "Y" can be D or U; ZZ can be blank, GX, or SX; and "AA". can be LPU, LFU, Kyocera UPU, LPS, LPB, LFB, LFBS, LF82, LP132, 3AC, 3BC, 3FC, 4AC, 48C, 4FC, 4UC, 5AC, SBC, 5FC, 5UC, 6BC; 6FC, BBC; 6MCA, or 6MPA. , LG Modules with 35, 40, and 46mm frames and model identifier LGxxxylz-bb; where "y" can be A, N, or S; "z" can be.0 or K; and "bb" can be A3, B3, .. G3, C4 or K4. r . - Mitsubishi „ Modules with •46mm frames and model identifier PV-MYYxxxZZ; where "YY" can be LE or JE; and "ZZ° can be either HD, H62, or FB: Motech IM and XS series modules with 40, 45, and 50mm frames: Panasonic Modules with 35mm frames and model identifier VBHNtoocSAyy; where ;W" can be either 06, 06B, 11, 1113, 15 15B,`16 or 16B.` Phono Solar Modules with 35, 40, or 45mm frames and model identifier PSxxxY-ZZ/A; where"Y? can be M or P; "ZZ" can be 20 or 24; and "A" can be F. T or U. Prism Solar Frameless' modules with model identifier BiYY-xxxBSTC; where "YY" can be 48 or 60.'" REC Solar. Modules with 38 and 45mm frames and model identifier RECxxxYYZZ; where "YY" can be M, PE or TP; and 'ZZ' can be blank; BLK, SLV, or 72.• Modules with 35, 40 and 50mm frames and model identifier JCxxxY--ZZ; where "Y".can be F, M or S and "ZZ° can be Ab''4b-b,.Abh, Abh-b Abv, Renesola ., Abv-b, Bb, Bb -b, Bbh, Bbh-b, Bbv, Bbv-b, Db, or Db -b - - u �� . - + • - ' °"* Rangy - Modules with 40 and 50mm frames and model identifier RNG-xxxY-, where °Y" can be D or P. _ = - S(Ifab Modules with 38mni frames and model Identifier SYY-Z-xxx; where "YY" can be SA or LA; SG or LG; and "Z" can be M, P, or X. Sunmodule Plus, Protect, XL, Bisun, Bisun XL; may be. followed by mono, poly or duo -and/or black or bk; modules with 31, 33 or 46mm frames and SolarWodd model identifier SW-xxx: Scion •e, " - Thin film modules with 35mm frames and model identifier STO-xxx or STO-xxxk Thin film frameless modules with model identifier STL-xxx or STI.-xxM ; SunEdison Modules with 35, 40, and 50mm frames and model Identifier SE-YxxxZABCDE; where °Y" can be B, F, H, P, R, or Z; "Z" can be 0 or 4; "A° tan be B, C, D, E, H, 1,-J, K, G M, or N; "B" can be B or W; "C" can be A or C; •D° can be 3, 7,,6, or 9;,and "E" can be 0; 1 or 2`. Modules with 35; 38, 40, 46; and 50mm frames and model Idenllfiers OPTxxx-AA-B YYY-Z or MVXxxx-AA-B YYY Z; where. "AA" Is efthor60'or 72;' Suriiva . "8" is either 4 or 5; "YYY• is either 100,101,700,180, or 161; and "Z° is blank orB."- Sunpower SPR-A-xx series with standard (G3) or ImisiMount (G5) 46mm frames; where "A" is either E or X; and "xx" is the series number:. Sunprerne, Frameless modules with model identifier GXB-xxxYY; where "YY" can be blank or SL . Suntech Vd; Vem, Wdb, Wde, and Wd series modules with 35, 40, and 50mm frames. _ Modules with M. 40 and 46mm frames and model Identifier TSM-ioo:YYZZ; where "YY" tart be PA05, PCOS, PDOS, PA14, PC14, PD74, PE14, or ;DDC, Trina and "ZZ" can be blank, A, A.05, A.08, A.10• A.18, .05,.08,-.10,-:18, .08D, .18D, 0.82, A -082(11),.002-00S. 05S, 08S, A(ll), A.08(11), A.05(11), A,10(11), or ° A.18(Iq. Frameless modules with model identifier TSM-xxxYY; and WY" k an be either PEGS, PEG5.07, PEG14, DEG5(II), DEG5.07(11); or DEG14(Il).; Winc0 Modules with 35 and 40mm frames and model identifier Wsy-xxxz6; where "y" can be eitherP or T; and -Z" can be either M or R' Yngli _ , _ Panda, YGE, and YGE-U series modules with 35, 40, and 50 mm frames. z © 201¢ IRONRIDGE, INC. VERSION 1.20 FLUSH MOUNT INSTALLATION MANUAL - 9 LO U o W i U to m o z: Co _ M In (D j C M W¢ o ��a �.: � ai Q 3 a� (1) o y o U 3 ' o `m ? c z a 0 o 00 REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2/12/2018 JOB ID: 1576 PROJECT NAME N U c� W LU D >�t cN W_ D I.n F- z 04 -�� U o w>O U z �D Q a LL Q .. ♦ j' SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -15 02017 IronRidge, Inc. CA Flush Mount System Certification Letter -1 •02017IronRidge, Inc. CA Flush Mount System Certification Letter - 2 rn Z'. LO E W U 04..1 O 4` ro TT U , o i CU LO > c {{C�, LL's Z) rn M at U_ u « W o U �0n =Y a- 0a - o E iu Z a Aw, ..!, 0 0 REVISIONS DESCRIPTION DATE REV FEE DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2112/2018 JOB ID: 1576 PROJECT NAME W WD`"• CD a00N UJ _ D Lo F- ZrnN �Uo W ZZ ti J Z (D 0 a_ Q -Q SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -16 1495 Zephyr Avenue �� I� RO Rl�'DGE Ha yward, CA 94544. 1495, Zephyr Avenue 9 Aft � R.ON R �©GE Hayward -CA 94544 H= yw 1-800-227-9523: 22,,CA 9523 IronRidge:com [ton � . Attn: David F. Taggart, VP Products, IronRidge Inc. The parameters and adjustments allowed in the span tables are defined as the following: Date: March 28th, 2017 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-10 Chart 1.5-1. Re Structural Certification and Span Tables for IronRidge Flush Mount System 2. When designing with a roof slope not listed in the span tables, but no greater than 45°, the lesser of the two span This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush t values listed immediately below and above the desired slope shall be used. For instance, if one is designing to a Mount System is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or i roof slope of 120, use the lesser of the two span values associated with 100 and 150. landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum - XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof 3.:� The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A (Risk Category II wind) and any state &local attachment with 3/8" stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion I county/city amendments to the IBC. No special wind topographic features are included in the span tables and the that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core topographic coefficient (Kzt) is taken as 1.0. components are shown in Exhibit EX -0015._ • _ 4. { The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1. if a more The IronRidge Flush Mount System is designed and certified to the structural requirements of the following reference restrictive snow load is imposed by a local building code/amendment to the IBC, such snow load requirement standards for the load conditions and configurations tabulated in the attached span tables: shall also be complied with. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of ' ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding or • 2015 International Building Code (IBG2015) ponding snow. Snow load conditions presented in the span tables do not include buildings which are intentionally • 2016 California Building Code (CBC -2016) kept below freezing, kept just above freezing, or unheated. • 2015 Aluminum Design Manual (ADM -2015) 5. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the 1) For ground snow no greater than 42psf- Ss 5 2.Og for Site Class A, B, C, or D. L respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones 1, 2 & 3, and roof 2) For ground snow greater than 65psf: SS 51.0g for Site Class A, B, C; or D. slopes from 00 to 450. The span tables are applicable provided that the following conditions are met: 3) For ground snow between 42 and 65psf. SS 51.58 for Site Class A, B, C, or D. 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment 6. Roof zone size and definition conforms to ASCE 7-10 Fig. 30.4-2A. y fastener) 7. Allowable span length in the charts may be, multiplied by a factor of 1.08 if the rails are continuous over a 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 450 or less. minimum of three spans. ' 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from 8. i An array to roof clearance of 2 inches minimum must be provided. grade, does not exceed 30 feet: 9. The maximum cantilever length measured from the rail end to the nearest attachment point shall not exceed 40% 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module of the allowable span provided for the respective load & configuration condition from the span tables. width shall not exceed 40". 10: No rail splices are allowed in the cantilever, outer 213 of end spans, or middle 1/3 of interior spans. 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. 11.�For shaded cells of the span tables, UFO Mid Clamps shall not be installed closer than 20 inches to Roof Zone 3. ' 12. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered, the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. 02017 IronRidge, Inc. CA Flush Mount System Certification Letter -1 •02017IronRidge, Inc. CA Flush Mount System Certification Letter - 2 rn Z'. LO E W U 04..1 O 4` ro TT U , o i CU LO > c {{C�, LL's Z) rn M at U_ u « W o U �0n =Y a- 0a - o E iu Z a Aw, ..!, 0 0 REVISIONS DESCRIPTION DATE REV FEE DESIGNER SIGNATURE REVIEWED BY RODNEY KEEN 2112/2018 JOB ID: 1576 PROJECT NAME W WD`"• CD a00N UJ _ D Lo F- ZrnN �Uo W ZZ ti J Z (D 0 a_ Q -Q SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -16 11405 Zephyr Avenue. /%d I RON RI DC E Hayward, C&94544 1-800 227-9523 IroriRidge.com- j The..span.tables-provided in'this letter are certified based on 'thd structural performance of IronRidge.XR'Rails '.only with no consideration of;the structural adegaacy of the:chosen roof attachments;. PV modules, or -the underlying rpof supporting r members. It isthe responsibility of the installer.or.system designer to verify the structural capacity and adequacy of the aforementioned system components ;in regards to the applied or resultant.loads of'anychosen array tonfiguration, Sincerely, Gang Xuan, PE, LEED AP Senior Structural Engineer ©2017 IronRidge jnc. u?Aa-1,7 CA Flush Mount System ,Certification Letter - 3 j 0 LoO1 .. 0) _ Q o E W. v C, QTu' UL�L5 In o'• �> _ ;..o, m ¢: o - a0 '•U ��... w � -- J �¢ 3 a� � 0 (n .:� t a E o a) z n r. o 0 OD 'REVISIONS DESCRIPTION DATE REV DESIGNER SIGNATURE REVIEWED BY RODNEYKEEN 2/12/2018 JOB ID: 1576 PROJECT NAME N U) C%4 W W�� > o Q a N CO W_ °- LID I— z°'N Ivo U W>O � 0wz O NVQ SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV -17 Solar,;PV Lal%eling;Plan, I ,� 1 « CEArt lcles 690'-,and,'705'and CRC Section 8331, require the fo lowing labels or , .� markings be installed at these components of the photovoltaic system 11 • • • ` also ' • O • _ o • n • 1 1 Solar.: Load` r- • +_ — - - INUERTE$� �� • , • _.___._ J/Box' .� - • CRC:'/R331;.2 and CFC 605 11 1' I ' (<Marked "on 3uncto.n/com6iner_.boxe's > `arid conduit: every'10',}l _ .. Code Abbreviations:; Cal=fornix Electric Code (CEC_); California Residential .Code .. Calsforn: a Fire ,Code (<CFCA . Ca`l:forn:a Adminstrat-ve C'.ode(_CAC)v' OEM= ` CEt 705'.'.:12: requ'res a p,ermanent,:or, Directory denoting all 'electrical ; power sources. on or in, Attie' premi es; , T.. Zi toE W �:• Q + o E _ U ¢i• p N z' ca r - 'co .w or }T* > co U N @ W N L s J <„•. •0 3 i' o xt C” 0 E .. �:• Q ai z 0- .(D .(D co REVISIONS 'DESCRIPTION. DATE REV DESIGNER SIGNATURE - REVIEWED BY RODNEY KEEN 2/12/2018 JOB ID: 1576 PROJECT NAME N cv W w LCL/ > CD Q CV LU a rn Z rn ��o c� wow0 �o moa LL SHEET NAME EQUIPMENT SPECIFICATION SHEET SIZE ANSI B 11" X 17 SHEET NUMBER PV -18