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Plans (2) LIABILITY The City of Tigard and its employees shall not be Approved plans s e on job site AERIAL SITE VIEW which may appear herein. JURISDICTION CODES AND STANDARDS ION GOVERNING CODES I. ALL WORK SHALL COMPLY WITH: 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) e( J)ice• r. • • '""- • • 0 � 2016 INTERNAT 10—FIRE CODE(IFC) 2021 OREGON PLUMBING SPECIALTY CODE AND ALL STATE AND LOCAL BUILDING,ELECTRICAL.AND PLUMBING CODES. CONFIDENTIAL-THE INFORMATION p' HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFITOF 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-B OTHERS OUTSIDE RECIPIENTS ZONING TYPE: RESIDENTIAL ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE M 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 SHALL BE SPACED NOGREATER THAN 24'ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3'OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC } .3.53 TEM}2NABCf-P ELECTRICAL CRITERIA,NOTES CERTIFIED tl _ TEMPERATURE SOURCE: ASHRAE • WEATHER STA ION: PORTLAND HILLSBORO PV INSTALLATION ��v M EXTREME MIN.TEMPERATURE -8 PROFESSIONAL ` ASHRAE O.L%HIGH TEMP. }. #COTT A_GURNEY PV-0II7'19-015866 n y B *^ I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO OL 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 ALLELECTRICAL 8160L 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULIT03,IEC61646.IEC61730. 888.7BI.707& 4, CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO x LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. DAVID STANLEY CONRAD Y 5. PROPER ACCESS AND WORKING CLEARANCE AROUNDEXIST ING AND PROPOSED-ELECTRICAL EQUIPMENT WILL C-ELECTRICAL CONTRACTOR r BE PROVIDED AS PER SECTION[NEC IID 26]. ' ..1524 ' DESIGN LOAD S IJ �D.. AS 7_IOF TIGAIL D WIND EXPOSURE CATEGORY. B R «O>� fi 'To ODE COMPLIANCE f DESIGN ROOF SNOW LDAP. 25 PSF N SE SMI[DE'GN CATEGO$ o 0 -s Ar r' W&ACTOR L( ■r ZID U :?O C• 1 Q p N V J Q O QN Permit#: Yln � �i'1/QC7j� u O N Z Q a Y W Ad less: 6a,7ei W O Q = W W M Y (; C• W }Suite u Q N W SCOPE OF WORK SHEET LIST • N r m = o s DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-1 COVER SHEET '7 q ? DANIEL SCHOLLE V-2 SITE PLAN (AD. LIB) (id LiZ_UV `^' p PROF 4.18 KW DC&3.19 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN ,`�,vt FS`3, DATE S-4 STRUCTURAL DETAILS p� �`� c}�G I NE�r yo 14-JUL-22 S-5 STRUCTURAL CALCULATIONS&NOTES O� sCy C"ro I CT` PV MODULES: (II)SILFAB SOLAR SIL-380 HC 20211101 U 9 950P ! PROJECT ID E-6 ELECTRICAL DETAILS(LINE DIAGRAM) INVERTER(S): (11)ENPHASE IQIPLUS-72-2-US E-7 ELECTRICAL CALCULATIONS& NOTES GREG N 007EJY . E-8 ELECTRICAL LOAD CALCULATIONS(AD. LIB) ,� q, ROOF TYPE: COMPOSITION SHINGLE-I LAYER(S) E-9 ELECTRICAL LABELS& LOCATIONS 4�7 11 24A SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-10 ELECTRICAL DIRECTORY PLACARD(AD. LIB) q� �y AN RO`N07/19/2022 COVER SHEET � SHEET NUMBER REVISON EXPIRES:12/31/24 G-I 0 OFFICE COPY SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE 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, 8036 SOUTHWEST CAROL ANN COURT EAVE,OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 FRONT OF HOME CONFIDENTIAL-THE INFORHATI ON HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPTION DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO (�) OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (E) (E) WITH THE SALE AND USE OF THE Y MAIN RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. NABCf=P CERTIFIED PV INSTALLATION PROFESSIONAL Cj. SCOTT A.GURNEY ION DEVELOPER,LLC 4801 N UNIVERSITY AVE 11900 PROVO,UT 84604 888.781.7074 O 0DAVID STANLEY CONRAD C-ELECTRICAL CONTRACTOR X186 O CISZ4 cl O ❑♦ D N O p RSI z Q p N U o a0 N Q QN M n U ❑' Q N J N F U U D` N J N Q O PROFESS � -, w o , cs w INff�/O9 a = o o U-1 " r ❑. r o ~ o ED a i o CC 9 950P U a o <LL x o LL a OREG N L Q o < Fn W GO T-0" TYP. 4Z41NV RO tIX`y 07/19/2022 DRAWING BY DANIEL SCHOLLE EXPIRES:12/31/24 SCALE: 1/8" = 1'-0" DATE z 14-JUL-22 SYSTEM LEGEND (N> cN) O ROOF SECTION ROOF PV MODULE PROJECT ID 0 (N)PV COMBINER PANEL (N)JUNCTION BOX SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 007EJY CRITERIA AND Rs1 90 29 n% (0 (E)UTILITY METER/ (N (N) (N) DISCONNECT MAIN SERVICE PANEL a(N)PV LOAD CENTER ACD VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) �FIRE SETBACK SPECIFICATIONS t' SHEET NAME ( 1, na (E)MAIN SERVICE PANEL PMv�I (N)PV PRODUCTION ROOF PLAN DCAO (N)MICROINVERTER METER (N)PV MODULE (E)SUBPANEL (N) (N)DC-DC/STRING (N) SHEET NUMBER REVISON INVERTER pOp (N)DC DISCONNECT S-3 0 40 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV MODULE ION PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL RACKING: EC FASTEN CLICKFIT RAIL-PORTRAIT-MODULE ORIENTATION PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN.O.C.MAX. ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEAVER P-X2 16 IN.MAX. STANDOFF TYPE: L{OOT&FLASHING Y-SPACING P-Yl 37.4 IN.MIN.-45.3 IN.MAX. 5716•X 3-1/2'ZINC PLATED PV ARRAY DETAIL,FRONT VIEW P-X2 POxI FASTENER: STEEL LAG SCREW Y-CANTILEAVER P-Y2 0!1 IN.MIN.-16 1W MAX. WECONFIDENTIAL-THE INFORMATION SCALE:3/8 = -O" HEREIN CONTAINED SHALL NOT BE USED LANDSCAPE FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION ORIENTATION DEVELOPER.LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN.O.C.MAX. DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: 7/16'OSB X-CANTILEAVER L-X2 16 IN,MAX. L-X2 L-x OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION STRUCTURE TYPE: MANUFACTURED WOOD TRUSS V-SPACING L-VI 21.1 IN.MIN.-25.1 IN.MAX. WITH THE SALE AND USE OF THE RAFTER SIZE: 2X4 Y-CANTILEAVER L-Y2 7.9 IN.MIN.-9.8 IN,MAX. RESPECTIVE EOUIPMENT,WITHOUT THE RAFTER SPACING: - 24 PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, ORIENTATION LLC' ARRAY PARAMETERS A I^ E O TOTAL ROOF AREA(S0.FT.) 371J9 �P-Y2 NA f TOTAL PV MODULE AREA(SQ.FT.) 216.] %N MODULE ROOF COVERAGE 16% L-YL CERTIFIED E LANDSCAP LANDSAPV INSTALLATION P-yl PROFESSIONAL �j. SCOTT A.GURNEY XPV-0117719-015866 PV ARRAY DETAIL,SIDE VIEW ION DEVELOPER.LLC SCALE:3/8"=1'-04801 N UNIVERSITY AVE?900 PROVO.UT A84604 S-4 888.781.7074 DAVID STANLEY CONRAD L-YI RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER 01524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. 1- Of Of ZD N O O U N PV MODULE z U On Q O N U Q O N In n U - N CLICKFIT RAIL zo 1 ¢U O• N nJ . . 3 J10 Z a YwU F J w O J O O`U 6" CLICKFIT L-FOOT - F Q = w o w M Y Of ~ (If m a u°O z Q Ul a J Z Ni (E)COMP SHINGLE Lu s o L<D N w Ym ROOF MEMBRANE r m F s DRAWING By COMP SHINGLE FLASHING DANIEL SCHOLLE 2}•MIN. ��Rv PROFESS DATE DEPTH 5/16"ZINC PLATED STEEL ��� llGINE-F.9 X02 14-JUL-22 LAG SCREW WITH 2-1/2" 4 9 950P �" MIN. EMBEDMENT IN TO PROJECT ID (E)ROOF RAFTER _ ORE N 007EJY STANDOFF DETAIL 'SAN 11,1ISI•' SHEET NAME SCALE: 3" = I'-O• 944N ROW07/19/2022 STRUCTURAL DETAILS EXPIRES:12/31/24 SHEET NUMBER REWSON S-4 0 F PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV_$YSTEMo' EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD/FRAMING CALCULATIONS ION MODULE MANUFACTURER/TYPE SILFAS SOLAR SIL-380 HC 20211101 DEAD LOAD(PSF) RSI SOLAR MODULE WEIGHT(LBS) 43 JURISDICTION CITY OF TIGARD ROOF MEMBRANE COMPOSITION 4.0 SOLAR MODULE LENGTH(IN.) 69.4 STATE OREGON SHINGLE SOLAR MODULE WIDTH(IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 7/16'OSB 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 CONTAINED SHALL NOT BE USED CATEGORY B MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L{OOT GROUND SNOW LOAD(PSF)(PG) 25 WOOD TRUSS- TOP DEVELOPER,LLC NOR SHALL IT BE 5/16'X 3-1/2'ZINC PLATED STEEL LAG FRAMING CHORD 2X4 @ 24 IN. 1.0 DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 O.C.-DF#2 06.5 OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION FT.MAX SPAN RACKING DEAD LOAD(PSF) 0.8 WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD(PSF) Z.18 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16(CBC) RESPECTIVE EQUIPMENT,WITHOUT THE TOTAL PV ARRAY DEAD LOAD(PSF) 2.98 SLOPED ROOF SNOW LOAD(PSF) EON.7.4-1 WRITTEN PERMISSION OF ION DEVELOPER. =Ps=(Cs)(0.7)(CE)(Cr)(Is)(PG) TOTAL ROOF DEAD LOAD(PSF) 6,7 LLC. PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE)= 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF(PSF) 7,7 STRUCTURE TYPE-ROOF SHAPE INHABITED-GABLE/FLAT ROOF THERMAL FACTOR(CT)= 1.0 TABLE 7.3-2 NABCEP MIN.ROOF SLOPE(DEG.) Z9 IMPORTANCE FACTOR(IS)= 1.0 TABLE 1.5-2 PV ARRAY ADJ.TO ROOF SLOPE(PSF) 3.4 MEAN ROOF HEIGHT(FT.) 20 SLOPE FACTOR(CS)= 1.0 FIG.7.4-1 ROOF LIVE LOAD<ROOF SNOW LOAD(PSF) 25.0 CERTIFIED PORTRAIT ATT.SPACING(IN.O.C.) 48 PS(PSF)= Z5 OK TOTAL LOAD(PSF) 36.2 --- - --- LANDSCAPE ATT.SPADING(IN.O.C.) 48 PV INSTALLATION #OF ATTACHMENT POINTS 27 RAFTER/TOP CHORD MEMBER PROPERITES DF#2-2X4 PROFESSIONAL MAX.POINT LOAD(LBS/ATT.) 14.9 SECTION MODULUS(S)(IN'3) 3.06 S. SCOTT A.GURNEY MAX.TOTAL PV DEAD LOAD TO RAFTER(LBS) 14.9 MOMENT OF INERTIA(I)(IN'4) 5.36 EPV-0117719-015866 TOTAL LOAD ON MEMBER(W)(PLF) 72.3 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16(CBC) MAX.MEMBER SPAN(U(FT) 6.5 4801 N UNIVERSITY AVE#900 PROVO,UT 8460E DESIGN WIND PRESSURE(PSF)=P=GH(GCP)(VE)"A) EON.29.E-7 MODULUS OF ELASTICITY(E)(PSI) 1600000 888.701.7074 VELOCITY PRESSURE(PSF)=OH=0.00256(K0(K7T)(KD)(KE)(V'2) EON,26.10-1 SHEAR(FV)(PSI) 180 TERRAIN EXPO.CONSTANT(A)= 7 TABLE 26.11-1 ARRAY EDGE FACTOR(YE)= I TABLE 26.13-1 AREA(A)(IN'2) 5.25 DAVID STANLEY CONRAD TERRAIN EXPO.CONSTANT(2GXFT)= 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.C26.10-1 EON.26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) C1524 TOPOGRAPHIC FACTOR(KZT)= 1.0 EON.26.8-1 OR(PSF)= 13.96 BENDING(FB)(PSI) 900 WIND DIRECTIONALITY FACTOR(KD)= 0.85 TABLE 26.6-1 LOAD DURATION FACTOR(Co) 1.15 SIZE FACTOR(CF) 1.50 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 GABLE ROOF 27"<0 545° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2D ALLOWABLE BENDING STRESS(PSI) 1785.4 o RAIL-PORTRAIT MODULE ORIENTATION 48 IN.O.C. 48 IN.O.C. 48 IN.O.C. 48 IN.O.C. F- - SOLAR PANEL PRESSURE EO.FACTOR(YA)= 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI)=(WL'Z)/(8(S)) 1496.3 N EXTERNAL PRESSURE COEFF.(GCP)_ -1.8 -2.0 -3.2 0.9 84% OK U N ASO PRESSURE(0.6P)(PSF)_ -12.06 -13.40 -71.44 16.75 Z V U) TRIBUTARY AREA($O.FT)= 11.6 11.6 8.7 MAX DEFLECTION CHECK-TOTAL LOAD UNIFORM DISTRIBUTED Z :?Q N U MAX.UPLIFT(0.6D10.6P)(LBS)_ -118.8 -134.3 -170.5 ALLOWABLE DEFLECTION L/180 J N Q 0.433 IN, N M U RAIL-LANDSCAPE MODULE ORIENTATION 48 IN.O.C. 48/N.O.C. 48 IN.D.C. 48 IN.O.C. ACTUAL MAX DEFLECTION (W)(L)'4/185(E)(1) Q N J N F U / Q SOLAR PANEL PRESSURE ED.FACTOR(v4)= 0.80 0.80 0.80 0.80 0.141 IN. Z U P N J EXTERNAL PRESSURE COEFF.(GCP)_ -1.8 -2.0 -3.2 0.9 32% CK W N Z Q Q. Y U ASD PRESSURE(0.6PXPSF)_ -12.06 -13.40 -21.44 16.75 MAX DEFLECTION CHECK-LIVE LOAD ~ J W J 6 D, TRIBUTARY AREA(SO.FT)= 6.80 6.80 5.10 ALLOWABLE DEFLECTION L/240 `< Q = W W N Y MAX.UPLIFT(0.6Dr0.6%(LBS)_ -69.8 -79.0 -100.2 0.325 IN. p U ~ p CII m Q U oo ROOF ATTACHMENT FASTENER CHECK ACTUAL MAX DEFLECTION (W)(0^4/185(E)(1) L- Q O 6 j d NDS 12 2 0.121 IN. - Q CLICKFIT L-FOOT-5116'X 3-1/2'ZINC PLATED W STEEL LAG SCREW MANUFACTURER MAX.UPL(FT CAPACITY 359 < , U N W T. = .6 LBS 37% CK Y CD LAG SCREW WITHDRAWAL DESIGN VALUE(LBS)=W=I800(G'3/2)(D'3/4) 12.2.1 MAX SHEAR CHECK F _ v ROOF ATTACHMENT FASTENER(D)= 5/16 1N.LAG SCREW LUMBER SPECIFIC GRAVITY(G)= 0.5 TABLE 2.3.2 ALLOWABLE SHEAR FV(A) DRAWING BY FASTENER CITY PER ATTACHMENT= I LOAD DURATION FACTOR(CD)_ L6 TABLE 12.3.3A 945 LBS. DANIEL SCHOLLE FASTENER EMBEDMENT DEPTH(IN.)= 2.5 PRYING COEFFICIENT= 1.4 ACTUAL MAX SHEAR (w)(012 WITHDRAWAL LAG SCREW WE HDRAWL CAPACITY(LBS)= 760.0 ��RF,D I N r', s 235 LBS. DATE �5 �G I N Ef /p zs% DK 14-JUL-22 MAX.ATT.WITHDRAWAL CAPACITY(LBS)= 359.6 > 170.5 MAX UPLIFT DEMAND(LBS) OK 9 Y 9 950P PROJECT ID 007EJY OREGON I/q�11F 2oti~ SHEET NAME �lqN RO`N��{ 07/19/2022 STRUCTURAL CALCS SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 4► ti r CONDUCTOR AND RACEWAY SCHEDULE TAG TT 2E- TTPE Df 14NATM /V A Tv SIZE-♦ Tv pE NAT R /V A 0 v 5!ZE-R TTPE NG R /V A OTT S�ZF-0 R. E NATOR 10 (1) l0 AWG THHN/THWN.W. BLACK(LI) 13.34 4C(MAX) 3 (I) 10 AWG THHN/THWN,CU. BLACK(LI) 13.3A AC(MAX) T24 (i) 10 AWG 2C,NM-B W/G.CU. (LI LZ,TEGC) 13.3A AC(MAX) TI (U 12 AWG 2C.TC-ER.CU. (LI,L2) 13.3A AC(MAX) ION (U 10 AWG THEN/THWN,CU. RED(L2) Z40V AC (I) 10 AWG THEN/THWN,CU. RED(L2) 2AOV AC FREE AIR 240V AC (1) 6 AWG SOLID BARE CU. (EGC) 240V AC (U 10 AWG THEN/THWN.CU. WHITE(N) (U 10 AWG THEN/THWN.CU. GREEN(FOCI (U 3/4 IN, EMT OR FREE AIR (RACEWAY) (U 10 AWG THEN/THWN,CU. GREEN(EGC) (U 3/4 IN. EMT (RACEWAY) (1) 3/41N. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT 10 DEVELOPER.LLC NOR SHALL IT BE ELECTRICAL LINE DIAGRAM DISCLOSED N WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS12 ORGAN4TION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE (E)UTILITY (E)200A MAIN SERVICE PANEL LOAD-SIDE SOURCE CONNECTION (N)ENPHASE 10 COMBINER 3 RESPECTIVE EQUIPMENT,WITHOUT THE METER (E)200A/2P MAIN DISCONNECT BUSBAR PLUG-IN TYPE BREAKER (PV CIRCUITS ONLY) WRITTEN PERMISSION OF ION DEVELOPER, (NEC]05.12) LLC. (10 SILFAB SOLAR Bit-380 HE 20211101 PV MODIAE(S) SECONDARY POWER INTEGRATED UL 1703 LISTED SOURCE(I OCPD)TO T6 21 MA% BE LOCATED AT 0 I0 ENVOY (11)ENPHASE IQ71PLU5-72-Z-US M!CROINVERTER(S)[240V] NABCEP (E)200A/2P OPPOSITE END OF GATEWAY UL 1741 LISTED BUSB4R FROM PRIMARY C E RT I F I E D SOURCE(MAIN OCPD) E (E)LOAOS (NEC 705.12) (N)JUNCTION BOX (N)JUNCTION BOX PV INSTALLATION (OPTIONAL-FOR (OPTIONAL-FOR PROFESSIONAL CONDUCTOR SPLICE) CONDUCTOR SPLICE) 120/240 VAC CJ• 60H2 (N 24A 2P SCOTT 77A.GURNEY (N)20A/2P (U #PV-011]]19-015866 SINA. GLE PHASE - CIRCUIT - = ION DEVELOPER,LLC UTILITY N OF!1 4801 N UNIVERSITY AVE#900 PROVO.UT SERVICE N MODULES 84604 888.781.7074 G 10 DAVID STANLEY CONRAD 3 C-ELECTRICAL CONTRACTOR CI524 (E)GROUNDING 1 LECTRODE SYSTEM r o 0 N O o U N Zco U n Q p N U Q O N M n Cj U Z U O N O n Q O Z % d Y W ELECTRICAL LINE DIAGRAM NOTES c 3 LD 0 o P 3 Q = W N W M Y U F X 0] GO o a o o _ 00 a zJ 00 of N W Y n ~ Q W) O _ N (/)I Y GO F Z- �.J DRAWING BY DANIEL SCHOLLE DATE 14-JUL-22 PROJECT ID 007EJY SHEET NAME ELEC. LINE DIAG. SHEET NUMBER I REVISON 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= 13.3 A AC JURISDICTION CITY OF TIGARD MAX CURRENT X125%= 17.0 A AC WEATHER STATION PORTLAND HILLSBORO PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) ON ASHRAE EXTREME LOW TEMP(°C) -8 CONDUCTOR SIZE/INSULATION/TYPE= 12 AWG 2C,TC-ER,CU. RCONFIDENTIALINCONIN-THE L NOT BEORMATUSED 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 DEVELOPER.LLC NOR SHALL IT BE DESIGNED MAX.SYSTEM VDROP/VRISE 2.00% AMB.TEMP.AMP.CORRECTION= NOT APPLIED DISCLOSED IN WHOLE OR IN PART TO ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 17.0 OK OTHERS OUTSIDE RECIPIENTS ORGANIZATION,HERS OUTSIDE EIN CONNECTION PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-380 HC 20211101 RACEWAY SIZE/TYPE= 3/4 IN. EMT OR FREE AIRWITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE RATED POWER(PMAX)(W) 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."2)= 0.533 IN.2 LLC. MAXIMUM POWER CURRENT(IMP) 10.77 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 53% > 27% OK OPEN CIRCUIT VOLTAGE(VOC) 42.17 NABCEP SHORT CIRCUIT CURRENT(ISC) 11.36 JUNCTION BOX TO JUNCTION BOX(2) CERTIFIED PMP/VMP TEMP.COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT= 13.3 A AC VOC TEMP.COEFFICIENT -0.28 MAX CURRENT X125%= 17 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-13 W/G,CU. S.tf_- SCOTT A.GURNEY *PV-0117719-015866 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 001 N UNIVERSITY AVE*900 PROVO.UT INVERTER SPECIFICATIONSENPHASE IQ7PLUS-72-2-US AMB.TEMP.AMP.CORRECTION= NOT APPLIED 888.7381.781.7 074 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 17.0 OK MAX.OR RECOMMENDED MODULE POWER(W) 440 RACEWAY SIZE/TYPE= FREE AIR DAVID STANLEY CONRAD MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE(VOC) 60 c-ELECTRICAL CONTRACTOR clsza 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= 13.3 A AC o NOMINAL(L-L)OUTPUT VOLTAGE 240 MAX CURRENT X125%= 17 A AC N CEC WEIGHTED EFFICIENCY(%) 97.0% PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) u N CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. Z = j SYSTEM ELECTRICAL SPECIFICATIONS CIR 1 CONDUCTOR AMP.RATING @60'C= 35 A Q o N ci NUMBER OF MODULES PER CIRCUIT 11 #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED Q p N M S V DC POWER RATING PER CIRCUIT(STC)(W DC) 4180 AMB.TEMP.AMP.CORRECTION= NOT APPLIED U Q TOTAL MODULE QUANTITY II PV MODULES ADJUSTED AMPACITY COMPLIANCE(A)= 35 > 17.0 OK o U 3 v STC DC POWER RATING OF ARRAY 418OW DC RACEWAY SIZE/TYPE= 3/4 IN. EMT w NZo < a a U INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.31 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.063 IN.'2 3 W N w 3 125%INVERTER OUTPUT CIRCUIT CURRENT(A AC) 16.64 CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN.'2 v r m < w CIRCUIT OCPD RATING(A) 20 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 40% > 12%. ON Q 0 p = o n COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 13.31A AC Z Q inZ 3'� J PV POWER PRODUCTION SYSTEM OCPD RATING(X125%) 20A COMBINER BOX TO MAIN PV OCPD(10) Q o � N w m MAX.ARRAY STC-AC POWER(W) 319OW AC(STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT= 13.3 A AC rn . m ~ s MAX.ARRAY CEC-AC POWER(W) 3728W AC(CEC) MAX CURRENT X125%= 17.0 A AC DRAWING BY PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) DANIEL SCHOLLE AC VOLTAGE RISE CALCULATIONS DIST(FT) COND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN.CU. VRISE SEC. I(MICRO TO JBOX)• 28.8 12 Cu. L5 241.5 0.64% CONDUCTOR AMP.RATING @75'C= 35 A DATE 14-JUL-22 VRISE SEC.2(JBOX TO COMBINER BOX) 48 10 Cu. 1.5 241.5 0.64% #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED VRISE SEC.3(COMBINER BOX TO POI) 10 10 Cu. 0.3 240.3 0.13% AMB.TEMP.AMP.CORRECTION= NOT APPLIED PROJECT 1D TOTAL VRISE 3.4 243.4 1.41% OK ADJUSTED AMPACITY COMPLIANCE(A)= 35.0 > 17.0 OK 007EJY 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 RACEWAYON.'2)= 0.533 IN.'2 ELECTRICAL CALCS. %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 40% > 16% OK SHEET NUMBER [WIM� E-7 ., rs ELECTRICAL FIELD-APPLIED HAZARD MARKINGS EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED OR NO MORE THAN 3 (NECION [N 690.54,NEC 690.13(8)] a FT FROM THE RAPID ID SHUT DOWN PLIVA- 1 DISCONNECT SWITCH[NEC 690.56(C)]. RATEDACCu7PUTCURAENT 13.3A POMM OPEUTNGAC VOLTAGE 240 V FOR BUILDINGS WITH PV SYSTEMS.TO CONFIDENTIAL-THE INFORMATION SOLAR PV SYSTEM EQUIPPED G 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 FOR THE BENEFIT C O SHA EXCEPT to DEVELOPEB L IT BE TERMINALS OF THE DISCONNECTING MEANS 71%awlYDswlron+r SYSTEM IS CONNECTED, [NEC DISCLOSED RN WHOLE ORHINLPART TO MAY BE ENERGIZED IN THE OPEN POSITION. IlnfilNiNE ELECTRIC SHOCK HAZARD 690.56(0)] OTHERS OUTSIDE RECIPIENTS TERMINALS ON THE LINE AM [NEC 690.13(8),NEC 705.221 sAnPQQMNPvs%rol ORGANIZATION,EXCEPT IN CONNECTION E LOAD SIDES MAY BE ENERGIZEDANDREME AND USE OF THE HAi%RD WITH THE SALRESPECTIVE EQUIPMENT,WITHOUT THE ..._.IN THE OPEN POSITION WRITTEN PERMISSION OF ION DEVELOPER. LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED AT © DEVICES IN CIRCUTS SUPPLYING POWER TO A MAIN SERVICE EQUIPMENT DENOTING THE NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM IV11oLTOTwouLo IAAI ouppLm LOCATION TI THE A RAPID SHUTDOWN SYSTEM CERTIFIED 7-RCE POWER SUPPLY MULTIPLE SOURCES.[NEC 705.12([)] PIMA1100FItlU(ImIpINlM1\1L. DISCONNECTING MEANS IF SOLAR ARRAY RAPID 'ANIMIYC/OMMUIOOIMIIIIQOI Uf SHUT DOWN DISCONNECT SWITCH IS NOT :UTILITY GRID AND GROUPED AND WITHIN LINE OF SITE OF MAIN PV INSTALLATION ELECTRICSYSTEM 0LOOK= SERVICE DISCONNECTING MEANS. [NEC 705.10. PROFESSIONAL NEC 690.56(CXI)] �j. SCOTT A.GURNEY xPV-0117719-015866 �t D PLACED ADJACENT TO PV SYSTEM PLUG ❑ PERMANENT DIRECTORY TO BE LOCATED AT ION DEVELOPER,LLC TYPE BREAKER TO A BUSBAR FOR A LOAD I SOLAR ARRAY RAPID SHUTDOWN SWITCH 4801 N UNIVERSITY AVE x900 PROVO.UT DENOTING THE LOCATION OF THE SERVICE 84604 POWER SOURCE SIDE CONNECTION.[NEC 705.12(8)(3)(2)] POBBLICT1A1111LND�NaO EQUIPMENT LOCATION IF SOLAR ARRAY RAPID 888-781.7074 I OUTPUT CONNECTION NO/llmMdllMMMd611a111pB SHUT DOWN DISCONNECT SWITCH IS NOT DO NOT RELOCATE THIS UMrrY0M00IMWrL0rATW GROUPED AND WITHIN LINE OF SITE OF MAIN DAVID STANLEY CONRAD OVERCURRENT DEVICE SERVICE DISCONNECTING MEANS.:[NEC 705.10] C-ELECTRICAL CONTRACTOR 01524 Fi-i El of 0 © n D © = N O o UT)LITY B❑ FD B❑ F❑ Z U N METER (E)MAIN SERVICE PANEL COMBINER BOX Q = N o a < N J N F U C.) a n _ a O N Z % u: L W O < wWOC3 u L Q = W O LU M Y PV SYSTEM Of p U F p DO U) U°0 DISCONNECT(S)TO 11 Q p 2 O- (N)PV�/Bn�RoEAKER OUTPUT CI CUIT(S) \ W -I N J Z 3 r7 � a � W � E. DRAWING BY _ DANIEL SCHOLLE DATE I4-JUL-22 PROJECT ID 007EJY ALL CAUTION,WARNING,OR DANGER SIGNS OR LABELS SHALL: SHEET NAME 1, COMPLY WITH ANSI 2535.4-2011 STANDARDS. ELECTRICAL LABELS 2. 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. UNLESS OTHERS SPECIFIED MINIMUM TEXT HEIGHT TO BE)f"(3MM). SHEET NUMBER REVISON E-9 0