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Plans LIABILITY Approved plan~ The City of Tigard and its shall be on job sit: employees shall not be responsible for discrepancies AERIAL SITE VIEW which may appear herein. JURISDICTION CODES AND STANDARDS GOVERNING CODES JUL 1 ION I. ALL WORN SHALL COMPLY WITH: I�L % l�L� 2021 OREGON ELECTRICAL SPECIALTY CODE(OESq NNN Iv L 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2021 OREGON RESIDENTIAL CODE CODE(ORSC) CITY OF�e p F� 1 2021 OREINTERNAPLUMBING FIRE CODE(IFC) (v` E H,4is 2021 OREGON PLUMBING SPECIALTY CODE �1 AND ALL STATE AND LOCAL BUILDING,ELECTft1CAl,AND PLUIBING CODES. ^"'y 1 n E �'y j�I�J� '�DNFIDENTIAL-THE INFORMATION } I 1d Li EREIN CONTAINED SHALL NOTE USED FOR THE BENEFIT OF ANYONE EXCEPT ION SITE CLASSIFICATION NOTES,OSHA REGULATION DEVELOPER.LLC NOR SHALL IT BE OCCUPANCY CLASS: SFR DISCLOSED IN WHOLE OR IN PART TO CONSTRUCTION CLASS: V-8 OTHERS OUTSIDE RECIPIENTS ZONING TYPE:RESIDENTIAL ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EOUIPMENT,WITHOUT THE i. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. WRITTEN PERMISSION OF ION DEVELOPER, 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE LLC. ONTO NEARBY PROPERTIES OR ROADWAYS. 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SMALL BE SPACED NO GREATER THAN 24'ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3'OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 NAB C E P ELECTRICAL CRITERIA,NOTES CERTIFIED TEMPERATURE SOURCE: OFFICE COPY --, WEATHER STATION:PORTLANDTLAND HILLSBORO PV INSTALLATION EXTREME MIN.TEMPERATURE: -8 PROFESSIONAL ASHRAE 0.4%HIGH TEMP: 37 S. SCOTT A_GURNEY iy.fr SPOTOHRNE77196 I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. ION DEVELOPER,LLC # 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 4801 N UNIVERSITY AVE#900 PROVO,UT ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 84604 e 3. PV MODULE CERTIFICATIONS WILL INCLUDE W703,IEC61646,IEC61730. 888.781.707L 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. DAVID STANLEY CONRAD 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL C-ELECTRICAL CONTRACTOR '�-T- BE PROVIDED AS PER SECTION[NEC 110.261. CI52L Y: STRUCTURAL CRITERIA NOTES - r DESIGN LOAD STANDARD. ASCE 7-16 ` WIND EXPOSURE CATEGORY:8 f WIND SPEED(3 SEC GUST)E. 96 MRI GROUND SNOW LOAD:25 PSE DESIGN ROOF SNOW LOAD: 25 PSE SEISMIC DESIGN CATEGORY: D. _ SEISMIC RISK FACTOR: II, • p N U O _ CITY OF TIGARD Of " • REVIEWS' D P'OR DE COMPLIAN N s. MIT `/// m CT J O c ^ 3 u � � Q Y W Approved: w(no O Q O GO 12 OTC: Z O J d 13 SCOPE OF WORK ------- — - Per f711 Q� t M SHEET LIST a 9D 4 v INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET Address: i' (' DRAWING BY PAYTON.HUHTALA V-2 SITE PLAN(AD. LIB) Suite #: 5.7 KW DC&4.35 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN REp PROFS' DATE S-4 STRUCTURAL DETAILS I; .. t SSi 7/6/2022 PV MODULES: (15)SILFAB SOLAR SIL-380 HC 20211101 S-5 STRUCTURAL CALCULATIONS&NOTES G�� t,, 9 L INVERTER(S): (IS)ENPHASE 107PLUS-72-2-US E-6 ELECTRICAL DETAILS(LINE DIAGRAM) 9 950P CT ID E-7 ELECTRICAL CALCULATIONS&NOTES 007816 E-8 ELECTRICAL LOAD CALCULATIONS(AD. LIB) OREG N ROOF TYPE: COMPOSITION SHINGLE-2 LAYER(S) E-9 ELECTRICAL LABELS&LOCATIONS SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT VALIDtTI( FE 1��� JICAL DIRECTORY PLACARD(AD. LIB) '4(qN 11'2� � 07/06/2022 COVER SHEET qN ROWS THE ISSUANCE: SHEET NUMBER REVISON OF A PERMIT EXPIRES:12/31/24 G-1 0 RA DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.ORSC 105.4 SITE NOTES: 1. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE R ION REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP, EAVE,OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGAN I ZATION.EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. NABCEP A CERTIFIED PV INSTALLATION ❑ PROFESSIONAL S� SCOTT 71 GURNEY / SCOTT,A I URN866 ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO.UT 84604 888.181.7074 DAVID STANLEY CONRAD -ELECTRICAL CONTRACTOR CHIMNEYasz4 + + + + + + + + + + + + + + + + + + O o f RSI o N O II" OVERHEADSERVICE LINE N Q V O = Q M N Q ~ ^ V Z ^ J N H V TJ O Z m N J N Q ED N O Q < 3 V D_m w� E- W O Jo 6 �u z" v BRED PROFFS � u = � m Q 3 r 2c7 �`D���GIN£E�r/py oLL 3 0 oQ a a o 9 n Z � w w N w Y + 9 950P Q F 22 OREGON DRAWING 81 8133 SOUTHWEST BONITA ROAD FRONT OF HOMECgN 1 I 0,8 cy 07/06/2022 200' PAYTON.HUHTALA gL� SCALE: 1/8" = 1'-0" DATE EXPIRES:12/31/24 7/6/2022 SYSTEM LEGEND ROOF PV MODULE (N) (N)PV COMBINER PANEL (M (M JUNCTION BOX O ROOF SECTION PROJECT 10 0 ,IgpX 5/ SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 007816 CRITERIA AND RSI IO 180 23 84% 1 (M (E)UTILITY METER/ (I(') (N CN) DISCONNECT �, N MAIN SERVICE PANEL lL (N)PV LOAD CENTER FIRE SETBACK SPECIFICATIONS RS2 5 270 23 68% V IA"I(VISIBIB LE-OPEN LOCKABLE LABELED DISCONNECT) SHEET NAME (� (E) AIN SERVICE PANEL M) N PV PRODUCTION ROOF PLAN NNN MS ( � Dec (N)MICROINVERTER METER �(N)PV MODULE 5(I1�B (E)SUBPANEL (N) (N)DC-DC/STRING (N) (N)DC DISCONNECT SHEET NUMBER REVISON I INVERTER DW S-� 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV RACKING SPAN AREA TAG SPAN PV MODULE PV MOUNTING RAIL RACKING'. ECDFASTEN CLICKFIT R41L-PORTRAIT-MODULE ORIENTATION PORTRAIT ION RACKING TYPE. RAIL X-SPACING P-x1 18N O.C.NAX M ORIENTATION STANDOFFCLICKFIT L-FOOT X-CANTILEAVER P-X2 Ia IN.MAX. STANDOFF TYPE. L-FOOT S FLASHING Y-SPACING P-YI 37.4 IN.MIN.-L5.3 IN,MAX. 5/Ia'X 3-1/2'ZINC PLATED PV ARRAY DETAIL,FRONT VIEW P-X2 P-XI FASTENER. STEEL LAG SCREW Y-CANTILEAVER P-Y2 12.1 IN.MIN. It IN.MAX SCALE:3/8"-1'-0" CONFIDENTIAL THE INFORMATION LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL FAIL-LANDSCAPE-MODULE ORIENTATION DEVELOPER,LLC IN SHALL IT BE ROOF TYPE. COMPOSITION SHINGLE X-SPACING L-XI L8 IN.O.C.MAX. DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE. 1/2'PLYWOOD X-CANTILEAVER L-X2 la IN.MAX. L-X2 L-XIOTHERS OUTSIDE RECIPIENTS ORGAN17ATICN.EXCEPT IN CONNECTION STRUCTURE TYPE'. MANUFACTURED WOOD TRUSS Y-SPACING L-YI 21.1 IN.MIN.-25.1 IN.MAX. WITH THE SALE AND USE OF THE RAFTER SIZE. 2.E Y-CANTILEAVER L-v2 7 9 1N.MIN.-9.8 IN.MAX. RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SPACING: ZL PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, ORIENTATION LLC_ ARRAY PARAMETERS n' TOTAL ROOF AREA iso.FT.) 21R6 P-Y2 I V TOTAL PV MODULE AREA(SQ.FT.) 295.5 %PV MODULE ROOF COVERAGE 13% L-Y2 CERTIFIED 1 LANDSCAPE ORIENTATION PV INSTALLATION P-YI PROFESSIONAL SCOTT A.GURNEY *PV-011771 GURNEY PV ARRAY DETAIL,SIDE VIEW ION DEVELOPER,LLC SCALE:3/8"=1'-0" A 4801 N UNIVERSITY AVE*400 PROVO.UT 84601 S-L 888.781.7074 DAVID STANLEY CONRAD L-YI RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER C1524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. O N O D PV MODULE ao = Q M N Q N N zCN J N H< UP CLICKFIT RAIL z m O z a 3 V F Z N O Q O N U Q N w o wED 3 6" CLICKFIT L-FOOT of u = of ED U o r o oQ , a EQ ED z o (E)COMP SHINGLE F ROOF MEMBRANE rn Q m F vi DRAWING BY COMP SHINGLE FLASHING PAYTON.HUHTALA 27"MIN, DATE DEPTH 5/16"ZINC PLATED STEEL \���REO INOFFS �/O 7/6/2022 LAG SCREW WITH 2-1/2" 4.G �,* F-p 9 MIN. EMBEDMENT IN TO 9 950E PROJECT 1D (E)ROOF RAFTER 007616 OREG N �\ STANDOFF DETAIL SHEET NAME SCALE: 3" = I'-O" qN 11 gOti� STRUCTURAL DETAILS '9�qN R0 N�X� 07/06/2022 SHEET NUMBER REVISON EXPIRES:12/31/24 S-4 0 PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV SYSTEM EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD 7 FRAMING CALCULATIONS ION MODULE MANUFACTURER/TYPE SILFAB SOLAR SIL-380 HC 20211101 JURISDICTION DEAD LOAD(PSF) RSI RS2 SOLAR MODULE WEIGHT(LBS) 43 CITY OF TIG4RD ROOF MEMBRANE COMPOSITION COMPOSITION SOLAR MODULE LENGTH(IN.) 69.4 STATE OREGON SHINGLE 4'0 SHINGLE 4.0 SOLAR MODULE WIDTH(IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 1/2"PLYWOOD 1.7 1/2'PLYWOOD 1,7 SOLAR MODULE AREA(SO.FT) 19.7 OCCUPANCY/RISK CATEGORY 11 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH(3-SEC GUST)) 96 CONFIDENTIAL-THE INFORMATION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY g HEREIN CONTAINED SHALL NOT BE USED MANUFACTURED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(Ps) 25 WOOD TRUSS- TOP WOOD TRUSS- DEVELOPER.LLC NOR SHALL IT BE 5/16-X 3-1/Z"ZINC PLATED STEEL LAG FRAMING CHORD 2X6 0 24 IN, IL TOP CHORD ZX6 @ LC DISCLOSED IN WHOLE OR M PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 O.C.-OF#2 06.7 24 IN.O.C. OF 12 OTHERS OUTSIDE RECIPIENTS FT.MAX SPAN @6.7 FT.MAX SPAN ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD(PSF) 0.8 WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD(PSF) 2.18 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16(C&C) RESPECTIVE EOUIPMENT.WITHOUT THE TOTAL PV ARRAY DEAD LOAD(PSF) 2.98 SLOPED ROOF SNOW LOAD(PSF) EON.].L-I WRITTEN PERMISSION OF ION DEVELOPER. =Ps=(Cs)(0.7)(CE)(Cr)(Is)(PG) TOTAL ROOF DEAD LOAD(PSF) 7.I 7.1 LC. PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE)= 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF(PSF) 7.8 7.8 STRUCTURE TYPE-ROOF SHAPE INHABITED-GABLE/FLAT ROOF THERMAL FACTOR(CT)= I.0 TABLE 7.3-2 NABC�P MIN.ROOF SLOPE(DEG.) 23 IMPORTANCE FACTOR(IS)' I.0 TABLE 1.5-2 PV ARRAY ADJ.TO ROOF SLOPE(PSF) 3.3 3.3 MEAN ROOF HEIGHT(FT.) 11 SLOPE FACTOR(C5)= 1.0 FIG.7.L-1 ROOF LIVE LOAD<ROOF SNOW LOAD(PSE) 25.0 25.0 CERTIFIED PORTRAIT ATT.SPACING(IN.O.C.) 48 PS(PSF)= 25 .. TOTAL LOAD(PSF) 36.0 36.0 PV INSTALLATION LANDSCAPE ATT.SPACING(IN.O.C.) 48 #OF ATTACHMENT POINTS 39 RAFTER/TOP CHORD MEMBER PROPERITES DF#2-2x6 DF#2-2x6 PROFESSIONAL MAX.POINT LOAD(LBS/ATT.) 14.1 SECTION MODULUS OOON'3) 7.56 7.56 S•JI SCOTT A.GURNEY MAX.TOTAL PV DEAD LOAD TO RAFTER(LBS) 14,1 MOMENT OF INERTIA(I)(IN'4) 20.80 20.80 #PV-0117719-015866 TOTAL LOAD ON MEMBER(W)(PLL) 72.1 72.1 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16(C&C) MAX.MEMBER SPAN(L)(FT) 6 7 6 7 4801 N UNIVERSITY AVE#900 PROVO,UT 81601 DESIGN WIND PRESSURE(PSF)=P=QH(GCP)(YE)(YA) EON.29.4-7 MODULUS OF ELASTICITY(E)(PSI) 1600000 1600000 888.781.7074 VELOCITY PRESSURE(PSF)=OF=0.00256(KNXK7T)(KD)(KE)(V'2) EON.26-10-1 SHEAR(FV)(PSI) 180 180 TERRAIN EXPO.CONSTANT(A)= 7 TABLE 26.11-1 ARRAY EDGE FACTOR(YE)= I TABLE 26.13-1 AREA(A)(IN'2) ELIE 8.25 DAVID STANLEY CONRAD TERRAIN EXPO.CONSTANT U0(FT)= 1200 TABLE 26.11-1 GROUND ELEVATION FACTOR(KE)= 0.99 FIG.29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE COEFF.(KH)= 0.70 EON.C26A0-I EON.26.10-1 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CFUCR) 01524 TOPOGRAPHIC FACTOR(KZT)= 1.0 EQN 26.8-1 OH(PSF)= 13.96 BENDING(FB)(PSI) 900 900 WIND DIRECTIONALITY FACTOR(KO)= 0.85 TABLE 26.6-1 LOAD DURATION FACTOR(CO) I 1.15 SIZE FACTOR(CF) 1.30 1.30 UPLIFT DOWNWARD REPETITIVE MEMBER.FACTOR(CR) 1.15 1.15 GABLE ROOF 20"<0 527` ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS(PSI) 1547.3 1547.3 p RAIL-PORTRAIT MODULE ORIENTATION 48 IN,O.C. 481N.0. 48 IN.0. 48 IN.O.C. _ SOLAR PANEL PRESSURE EQ.FACTOR 1-)= 0,80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI)_(WL-2)/(8(S)) 641.7 641.7 O EXTERNAL PRESSURE COEFF_(GOP)_ -I.5 -2.5 -3.6 0.7 41% F LI% p N ASD PRESSURE(0.6P)(PSF)_ -10.05 -16.75 -2L.12 13.03 a0 = TRIBUTARY AREA(SO.FTj= 11.6 11.6 8.7 MAX DEFLECTION CHECK-TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED CC OR N V MAX.UPLIFT(0.6Dt0.6P)(LBS)_ -95.6 -173.1 -193.7 ALLOWABLE DEFLECTION L/180 L/180 Q ^ Q O."7IN. 0 L4 IN. Z N J N u U RAIL-LANDSCAPE MODULE ORIENTATION 481N.O.C. 48 IN.0.C, 48 IN.O.C. 48 IN.O.C. ACTUAL MAX DEFLECTION (W)(L)-4/185(E)(1) (W)(L)'4 7 185(E)(U O N N Q SOLAR PANEL PRESSURE EO.FACTOR(YA)= 0.80 0.80 0.80 0.80 0.041 IN. 0.041 IN. Z O] J ch a 3 u EXTERNAL PRESSURE COEFF.(GCP)_ -1.5 -2.5 -3.6 0.7 9% 9% Z H- ZO J O W ASD PRESSURE(0.6P)(PSF)_ -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK-LIVE LOAD Q N W O O - TRIBUTARY AREA(SG.FT)= 6.80 6.80 5.10 ALLOWABLE DEFLECTION L/240 L/240 F W 3 W U) W 3 CID, 1 Y MAX.UPLIFT(0.6D+0.6P)(LBS)_ -56.2 -101.7 -113.9 0.335 IN. 0.335 IN. p CJ H O QQ -J ACTUAL MAX DEFLECTION (A(U-4/185(Ek) (WXLY' /185(E)(1) Z 3 O p J a p O ROOF AI tACHMtNi FASTENER CHECK NDS 12.2 0.035 IN, 0.035 IN - LE Be EQ [n UJ 3 CLICKFIT L-FOOT-5116"X 3-112'ZINC PLATED W 7 , Q Y STEEL LAG SCREW MANUFACTURER MAX.UPLIFT CAPACITY=359.6 LBS 10% .r 10% N Q n 0 v v LAG SCREW WITHDRAWAL DESIGN VALUE(LBS)=W=1800(G'3/2)(D'3/4) 12 2,1 MAX SHEAR CHECK ROOF ATTACHMENT FASTENER(D)= 5/16 IN.LAG SCREW LUMBER SPECIFIC GRAVITY(G)= 0.5 TABLE 2.3.2 ALLOWABLE SHEAR FV(A) FV(A) DRAWING BY FASTENER OTY PER ATTACHMENT= I LOAD DURATION FACTOR(CD)= 1.6 TABLE 12.3.3A 1485 LBS. 1485 Les. PAYTON.HUHTALA FASTENER EMBEDMENT DEPTH(IN.)= 2.5 PRYING COEFFICIENT= 1.4 x-SLBSLBS. DATE ACTUAL MAX SHEAR (w)(0/2 000/2WLAGDRAWAL SC EW WEPFF THDRAWL CAPACITY(LBS)= 760.0 \�'` �0 N� S/O 16% . 16% 7/6/2022 MAX.ATT.WITHDRAWAL CAPACITY(LBS)= 359.6 193.7 MAX UPLIFT DEMAND(LBS) L �[0 (V� F,y y9 9 950P ! PROJECT ID 007616 OREG N SHEET NAME gCgN 11 2W0�F� 07/06/2022 STRUCTURAL CALCS 4N RO" SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAGOTY V17E-> TYPE -TOR I s17 -o E.# TE DE;GNAT1B II A 011 sE-. TYPL oP II T. SE.# TVPc sICNATOR IV 10 10 (I) AWG THEN/THWN,CU. BLACK(LI) I8-2A AC(MAX) 34 (2) IO AWG THHN/THWN,CU. BLACK(Ll) 15.7A AC(MAX) 2 (1) 10 AWG 2C.NM-B W/G.CU. (LI,L2.EGC) 15-]A AC(MAX) IG U(I) 12AWG2C,TC ER,CU- (LI,L2) 15.7A AC(MAX) ION (U 10 AWG THEN/THWN.CU. RED(L2) 240V AC (2) 10 AWG THHN/THWN.CU- RED(L2) 240V AC FREE AIR ZLOV AC (1) 6 AWG SOLID BARE CU. (EGC) 240V AC U) 10 AWG THHN/THWN.CU. WHITE(N) (I) 10 AWG THHN/THWN,CU- GREEN(EGC) (1) 3/4 IN. EMT OR FREE AIR (RACEWAY) (I) 10 AWG THEN/THWN.CU. GREEN(EGC) (1) 3/4 IN. EMT (RACEWAY) (U 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NGT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE ELECTRICAL LINE DIAGRAM UL MODULE(S) DISCLOSED IN WHOLE OR IN PART TO I L IL H O I VI]0}LISTS: OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (N)JUNCTION BOX (15)ENPHASE'OTPLUS-72-2-US MIZROINVERTER(S))240V] WITH THE SALE AND USE OF THE (E)UTILITY (6)1256 MAIN SERVICE PANEL LOAD SIDE SOURCE CONNECTION (N)ENPHASE IS COMBINER} UL 1741 LISTED RESPECTIVE EOUIPMENT,WITHOUT THE METER (F)1256/2P MAIN DISCONNECT BUSBAR PLUG-IN TYPE BREAKER RV CIRCUITS ONLY) (OPTIONAL-FOR WRITTEN PERMISSION OF ION DEVELOPER, (NEC]05.12) CONDUCTOR SPLICEOJUNCTION LLCtN)20AI2P (N ECONDARY POWER CIRCUITBEO(LOCCATEO 41 D)TO OF I} NAB C'-P(E)125AI2P MODULES OPPOSITE END OFBUSBR FROM PRIMARY NTEGRATEDCERTIFIED SOURCE(MAIN OCPD) OIQ MAX(NEC 705J2) TO IE AY PV INSTALLATION ATEWAY1 PROFESSIONAL 120/240 VAC °•— (N)JUNCTION BOX SCOTT 7 GURNEY .F' (N)25AI2P (N)16A/2P (1) #PV-OIIJ719-015866 SINGLE PHASE = CIRCUIT _ = ION DEVELOPER.LLC UTILITY N OF 2 SERVICE N MODULES 4801 N UNIVERSITY AVE#900 PROVO,UT GE 8TAN NRA88.781.TO7L A Y 10 D VDS LE CO D C-ELECTRICAL CONTRACTOR I.� CS 2L S(E)YSTEM GROUNDING 'TEM O N O N < N CD U O � = U CC O N U Q S N Q N ^ U Z OCN U J N Q Z m O a Le - 3 v ELECTRICAL LINE DIAGRAM NOTES a NUd CD w CD " 3 E w 3 w Lu s Y U S R Q S O 3 O co Q d UO o Z N DO Z N U-1 W 7 Co n W Y -- Q M Co in in F13 , 71; F DRAWING BY PAYTON.HUHTALA DATE 7/6/2022 PROJECT ID 007816 SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REV ISON E-6 0 PV SYSTEM ELECTRICAL SPECIFICATIONS AND CALCULATIONS ION DESIGN LOCATION AND TEMPERATURES RACEWAY/CONDUCTOR CALCULATIONS TEMPERATURE DATA SOURCE ASHRAE MICROINV.TO JUNCTION BOX(1) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT= 15.7 A AC JURISDICTION CITY OF TIGARD MAX CURRENT X125%= 20.0 A AC WEATHER STATION PORTLAND HILLSBORO PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) ASHRAE EXTREME LOW TEMP(°C) -8 CONDUCTOR SIZE/INSULATION/TYPE= 12 AWG 2C,TC-ER,CU. CONFIDENTIAL-THE wEORMATION HEREIN CONTAINED SHALL NOT BE USED ASHRAE 0.4%HIGH TEMP(°C) 37 CONDUCTOR AMP.RATING @ 90°C= 30 A FOR THE BENEFIT OF ANYONE EXCEPT ION DESIGNED MAX.SYSTEM VDROP/VRISE 2,00% AMB.TEMP.AMP.CORRECTION= NOT APPLIED DEVELOPER LLC NOR SHALL IT BE OISCLOSEC IN WHOLE OR IN PART TO ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 20.0OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-380 HC 20211101 RACEWAY SIZE/TYPE= 3/4 IN. EMT OR FREE AIR WITH THE SALE AND USE OF THE RATED POWER(PMAX)(W) RESPECTIVE EQUIPMENT,WITHOUT THE 380 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.142 IN.2 WRITTEN PERMISSION OF ION DEVELOPER, MAXIMUM POWER VOLTAGE(VMP) 35.32 CROSS-SECTIONAL AREA OF RACEWAY(IN.AZ)= 0.533 IN.2 LLC_ MAXIMUM POWER CURRENT(IMP) 10.77 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 53% > 27% OPEN CIRCUIT VOLTAGE(VOC) 42.17NABCEP SHORT CIRCUIT CURRENT(ISC) 11.36 JUNCTION BOX TO JUNCTION BOX(2) CERTIFIED PMP/VMP TEMP.COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT= 15.7 A AC VOC TEMP.COEFFICIENT -0.28 MAX CURRENT X125%= 20 A AC PV INSTALLATION SERIES FUSE RATING 20 PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) PROFESSIONAL ADJ.MODULE VOC @ ASHRAE LOW TEMP 46.1 CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG 2C,NM-B W/G,CU. 5.1��---,.I SO TT a sURNEY #PV-0117 719-015 8 6 6 ADJ.MODULE VMP @ ASHRAE 2%AVG.HIGH TEMP 29.7 CONDUCTOR AMP,RATING @60°C= 30 A ION DEVELOPER,LLC #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED 4801 N UNIVERSITY AVE 0900 PROVO,UT INVERTER SPECIFICATIONS ENPHASE 107PLUS-72-2-US AMB.TEMP.AMP.CORRECTION= NOT APPLIED 84604 888.781.7074 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 20.0 - MAX.OR RECOMMENDED MODULE POWER(W) 440 RACEWAY SIZE/TYPE= FREE AIR DAVID STANLEY CONRAD MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE(VOC) C-ELECTRICAL CONTRACTOR 60 usm MINIMUM START VOLTAGE(V) 22 MAXIMUM START VOLTAGE(V) 60 MAXIMUM INPUT CURRENT(ISC)(A) 15 CEC PEAK OUTPUT POWER(W) 290 JUNCTION BOX TO COMBINER BOX(3) MAX.CONTINUOUS OUTPUT CURRENT(A) 1.21 MAX INVERTER OUTPUT CIRCUIT CURRENT= 15.7 A AC NOMINAL(L-L)OUTPUT VOLTAGE 240 N CEC WEIGHTED EFFICIENCY(%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) a CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. QO _ SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 CONDUCTOR AMP.RATING @60°C= 35 A NUMBER OF MODULES PER CIRCUIT 13 2 #OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 Q J n ^ G F- DC POWER RATING PER CIRCUIT(STC)OV DC) 4940 760 AMB.TEMP.AMP.CORRECTION= 0.88 z N N N u TOTAL MODULE QUANTITY 15 PV MODULES ADJUSTED AMPACITY COMPLIANCE(A)= 24.64 > 15.7 :E. Z m P N J N Q STC DC POWER RATING OF ARRAY 570OW DC RACEWAY SIZE/TYPE= 3/4 IN. EMT NzzDO GO Q Q N u INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15,73 2.42 CROSS-SECTIONAL AREA OF CONDUCTOR(S)I CABLE(S)(IN.'2)= 0.106 IN.'2 a cn 125%INVERTER OUTPUT CIRCUIT CURRENT(A AC) 19.66 3.03 CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN.'2 ce u =� m Q 3 CIRCUIT OCPD RATING(A) 20 IS %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 40% > 20% .r 3 Q p o COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 18.15A AC Z w NOcr in w PV POWER PRODUCTION SYSTEM OCPD RATING(X125%) 25A COMBINER BOX TO MAIN PV DICED(10) H E „"',� < ,. MAX.ARRAY STC-AC POWER(W) 435OW AC(STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT= 18.2 A AC N m �: N MAX.ARRAY CEC-AC POWER(W) 5084W AC(CEC) MAX CURRENT X125%= 23.0 A AC DRAWING BY PER NEC 690.80)(i)(W/OUT CORRECTION FACTORS) PAYTON.HUHTALA AC VOLTAGE RISE CALCULATIONS DIST(FT) GOND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THEIN/THWN,CU. VRISE SEC. I(MICRO TO JBOX)' 28.8 12 Cu. 1.8 241.8 0,76% CONDUCTOR AMP.RATING @75°C= 35 A DATE VRISE SEC,2(JBOX TO COMBINER BOX) 45 10 Cu. 1.7 241.7 0.71% #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED 7/6/2022 VRISE SEC.3(COMBINER BOX TO POI) lO 10 Cu. 0.4 240.4 0.18% AMB.TEMP.AMP.CORRECTION= NOT APPLIED PROJECT ID TOTAL VRISE 3.9 243.9 1.64% OK ADJUSTED AMPACITY COMPLIANCE(A)= 35.0 > 23.0 'I' 007B16 '8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. RACEWAY SIZE/TYPE= 3/4 IN. EMT CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.-2)= 0.084 IN.'2 SHEET NAME CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN.'2 ELECTRICAL CALCS. %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 40% > 16% ':M SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS RAN I '�' ❑ AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 ION [NEC 690.54,NEC 690.13(8)1 F FT FROM THE RAPID SHUT DOWN Sm DISCONNECT SWITCH[NEC 690.56(C)]. WEDW CUTPUTCUMD/T 18.2A NO1p60PM�lAT"VoL Y6E 240 y FOR BUILDINGS WITH PV SYSTEMS.TO CONFIDENTIAL-THE INFORMATION SOLAR PV SYSTEM EQURRPN © BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED © FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FORDEVELTHEOPERIL CENEFT FNOR SHALLANYONE X TE BE TERMINALS OF THE DISCONNECTING MEANS ION ;ww RwosHurowm SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SH=HA7/1RD MAY BE ENERGIZED IN THE OPEN POSITION. ,OFCPo TTOITw 690.56(0)] [NEC 690.13(B),NEC 705.22] OTHERS OUTSIDE RECIPIENTS .� m ORGANIZATION,EXCEPT IN CONNECTION TERMINAL$ON THE LINE AND WITH THE SALE AND USE OF THE LOAD SIDES MAYBE ENERGIZED 8ypd,µVAft7 RESPECTIVE EQUIPMENT,WITHOUT THE .....,..IN THE OPEN POSITION ... _IN nEARMv WRITTEN PERMISSION OF ION DEVELOPER, LLC. © AT EQUIPMENT CONTAINING OVERCURRENTFHJ PERMANENT DIRECTORY TO BE LOCATED DEVICES IN CIRCUITS SUPPLYING POWER TO A AT MAIN SERVICE EQUIPMENT LOCATION NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM �wgpllynpnyltl111 IF ALL ELECTRICAL POWER SOURCE CERTIFIED DUAL POWER SUPPLY MULTIPLE SOURCES.[NEC 705.12(C)] .ORYTWTRIIRaeR19MlYDMI DISCONNECTING MEANS (SOLAR ARRAY MW111100F1101Mma/RMr11R RAPID SHUTDOWN SWITCH)ARE GROUPED SOURCES:UTILffY DR�AND ��� AND IN LINE OF SITE OF MAIN SERVICE PV INSTALLATION PV SOUR ELECTRIC SYSTEM � rr�vT®Iwwcnol�� DISCONNECTING MEANS.[NEC 690.56(0)& PROFESSIONAL NEC 705.101. Cj. SCOTT A.GURNEY RPV-0117719-015866 FDJ PLACED ADJACENT TO PV SYSTEM PLUG-IN cem N iRlION DEVELOPER,LLC rvERSITY AVE.900 PROVO,UT TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 POWER SOURCE SIDE CONNECTION.[NEC 705.12(8)(3)(2)] 988.781.7074 OUTPUT CONNECTION DO NOT RELOCATE THIS DAVID STANLEY CONRAD OVERCURRENT DEVICE C-ELECTRICAL CONTRACTOR C1524 FHj O ❑A © © ❑ © O (E) pp0 UTILITY METER (E)MAIN SERVICE PANEL COMBINER BOX O = d O N U Z V O m O Z CC PV SYSTEM ckfO U r O Q (n 1 Y DISCONNECT(S)TO W O W d Up O PV INVERTER Z N N O J Z N (N)PV BREAKER OUTPUT CIRCUITS) W _ m � \ � DRAWING BY PAYTON.HUHTALA DATE 7/6/2022 PROJECT ID 007616 ALL CAUTION,WARNING,OR DANGER SIGNS OR LABELS SHALL: SHEET NAME 1, COMPLY WITH ANSI 2535.4-2011 STANDARDS. ELECTRICAL LABELS 2.i,BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HANDWRITTEN. 3- SHALL BE OF SUFFICEINT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 4.-i)NLESS OTHERS SPECIFIED MINIMUM TEXT HEIGHT TO BE k OHM). AN-.ERVISON0