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Plans (3) LIABILITY Approved plans RECEIVED The City of Tigard and its empioyees shall not be shalt be on job site. JUL .5 2022 for discrepancies AERIAL SITE VIEW which may appear herein. JURISDICTION CODES AND STANDARDS I!I 11 r LDING D JITON GOVERNING CODES ION I. ALL WORK SHALL COMPLY WITH: ;z 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) A 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) 2018 2021 OREGON R ON PLUTBINGSPECCIA I TY CODE AND ALL STATE AND LOCAL BUILDING.ELECTRICAL,AND PLUMBING CODES. CONFIDENTIAL-THE INFORMATION t i HEREIN CONTAINED SHALL NOT BE USED FR THE BENEFIT R ANYONE EXCEPT 10 SITE CLASSIFICATION NOTES.OSHA REGULATION DEVELOPER,LLC NOR SHALL IT BE OCCUPANCY CLASS: SFR DISCLOSED IN WHOLE R IN PART TO 4 - 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 I. A LADDER$HALL 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. r, 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE 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,R RIDGE OSSC -�' 3111.3.5.3 ITEM 3.2 , NABCEP ELECTRICAL CRITERIA,NOTES CERTIFIED TEMPERATURE SOURCE: ASHRAE WEATHER STATION: PORTLAND HILLSBRO PV INSTALLATION EXTREME MIN.TEMPERATURE -8 OFFICE COPY PROFESSIONAL ASHRAE 0.4%HIGH TEMP: 37 1 �j."SCOTT A.GURNEY -- //I�*PV-0117719-015866 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.Ul ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 84604 3. PV MODULE CERTIFICATIONS WILL INCLUDE IA.1703,IEC61646,IEC61730, 888.781.7074 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 y BE PROVIDED AS PER SECTION[NEC 110.261, C1524 STRUCTURAL CRITERIA,NOTES - - DESIGN LOAD STANDARD: ASCE 7-;6 WIND EXPOSURE CATEGORY: C WIND SPEED f3-SEC GUST): 96.MPH GROUND SNOW PSF CITY OF TIGARD DESIGN ROOF SNOWNOW LOAD. 25 PSF - N SEISMIMIC OF SIGFA 11 N TP MEWED FOR ODE COML CE UJ - SEISC RISK /C� Approved: [ � PZ MT M n U OTC: [ I i 10 Z J w d Cl` J p W F- Q n Y LI Permit F-#: 2 ��Z3 a 0 W a a z 3 w (n UJ sy Address: CICo o a = o r _ � z 3 Suite #0 LILL } N UL Y SCOPE OF WORK SHEET LIST ! r---eWHASE w 90 v v B}: Date� �?/�DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-1 COVER SHEET ENERGY V-2 SITE PLAN(AD. LIB) l 5.32 KW DC&4.06 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN - �i D PROre .. DATE S-4 STRUCTURAL DETAILSK� SSYo� 29-06-2022 Camey 6�G)NfFp PV MODULES: (ILS-5 STRUCTURAL CALCULATIONS&NOTES)SILFAB SOLAR SIL-380 HC 20211101 INVERTER(S): (14)ENPHASE107PLUS-72-2-US E-6 ELECTRICAL DETAILS(LINE DIAGRAM) � 9� VA IDITY OF PERMIT 9 950P PROJECT ID E-7 ELECTRICAL CALCULATIONS& NOTES 0074U9 E-8 ELECTRICAL LOAD CALCULATIONS(AD. LIB) THE ISSUANCE OF A PERMIT DREG N ROOF TYPE: COMPOSITION SHINGLE-I LAYER(S) E-9 ELECTRICAL LABELS&LOCATIONS SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-10 ELECTRICAL DIRECTORY PLACARD(AD. LIB) BAS ED ON CONSTRUCTION �qro 06/29/2022 11,20ti� COVER SHEET DOCUMENTS AND OTHER q�qN RID SHEET NUMBER REVISON DA i SHALL NOT PREVENT ExP1RESAV31/24 G-1 O REQUIRING THE CORRECTION OF ERRORS. ORSC 105.4 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, EAVE,OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 3'_O" + + + + + +++y++ + + + Z r-O r CONFIDENTIAL-THE INFORMATION +++++ LLJJ J HEREIN CONTAINED SHALL NOT BE USED ++++++ ++t ..... +a+a++++ +++ FOR THE BENEFIT OF ANYONE EXCEPT IO ❑ O + +++ ++++ DEVELOPER,LLC ANY SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO +++ +++ Q OTHER EXCEPTSIDEINEN IC IENTS ONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER LC. ❑ ❑ ❑ 3 _0„ + NABCEP +++ ++a CERTIFIED PV INSTALLATION PROFEISSIONAL +++ ++t+ rj�y�SCOTT A.GURNEY �'#PV-0117719-015866 RSI ION DEVELOPER,LLC T 4801 N UNIVERSITY AVE#900 PROVO,U1 N F30-0� 84604 �1 888.781.7074 = Z DAVID STANLEY CONRAD mC-ELECTRICAL CONTRACTOR N C1524 -4 -n + + + + a +++ %+ m = Zz o z 3 o < m zm D m O N 0 N W +++ ❑ ❑ Q Q = J + + + + + + + + + + OMJ� !n Q } n V+ LUzz + +a + + Q+ + + t + + _J3 -0" + + + + + + + + + t + + + a + + + + + + + 2N3 UO w < �7 T (�) (M) RS2 �rLp PROFESS a = U m Lu a QLD �G I N EE /p o� °D o m o z1: o o J Z 3, 9 950P W __j s a �' 11 Y _ 1- F m k J 1 MN OREGON `Y' W = 17 - v DRAWING BY �4N 11r 20`ti^ 06/29/2022 ENPHASE ENERGY 4N ROw 4< ��y SCALE: I/8" = I'-0" DATE EXPIRES:lV3V24 29-06-2022 SYSTEM LEGEND M) (N)PV COMBINER PANEL BNO% (N)JUNCTION BOX O SUNEYE LOCATION ROOF SECTION SROOF PV CITY AZIMUTH PITCH TSRF PROJECT ID 0074U9 CRITERIA AND (E) (E)UTILITY METER/ (N) (N) (N)AC DISCONNECT RSECTI ID 90 26 82% 1 N MAIN SERVICE PANEL LD (N)PV LOAD CENTER ACA FIRE SETBACK SPECIFICATIONS RS2 4 270 26 84% /� SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) V (E) El ®(E)MAIN SERVICE PANEL M (N)PV PRODUCTION DC ROOF PLAN NAM AQ (N)MICROINVERTER METER �IN)PV MODULE sue (E)SUBPANEL M) (N)DC-DC/STRING DDD (N)DC DISCONNECT SHEET NUMBER REVISON INVERTER S-3 0 i i RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV MODULE ION PV RACKING SPAN AREA TAG SPAN IEPVMOUNTING R/II RACKING: ECOFASTEN CLICKFIT RAIL-PORTRAIT-MODULE ORIENTATION RACKING TYPE: RAIL X-SPACING P-XI 481N.O.C.MAX. PORTRAIT STANDOFF: CLICKFIT L-FOOT X-CANTILEAVER ORIENTATION P-X2 I6 IN.MAX. STANDOFF TYPE: L-FOOT&FLASHING Y-SPACING P-YI 37.4 IN.MIN.-45.3 IN.MAX. 5116'X 3-1/'ZINC PLATED PV ARRAY DETAIL,FRONT VIEW P-X2 P-XI FASTENER: STEEL LAG SCREW Y-CANTILEAVER P-Y2 12.1 IN.MIN.-16 IN.MAX. SCALE:3/8"=I'-O" CONFIDENTIAL-THE INFORMATION LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT 10 STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 481N.O.C.MAX. DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: 7/16'OSB X-CANTILEAVER L-X2 16 IN.MAX. LL-X2 I LO -X OTHERS OUTSIDE RECIPIENTS ORGANIZATION.L CENT U CONNECTION 1.1 STRUCTURE TYPE: MANUFACTURED WOOD TRUSS Y-SPACING L-Y1 2IN.MIN.-25.1 IN.MAX. WITH THE SALE AND USE OF THE RAFTER SIZE: 2x4 Y-CANTILEAVER L-Y2 ].91N.MIN.-9.8 IN.MAX. RESPECTIVE EQUIPMENT.WITHOUT THE RAFTER SPACING: 24 PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER ORIENTATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA(SO.FT.) 1993 P-Y2 TOTAL PV MODULE AREA(SO.FT.) 275.8 NAB C E P %PV MODULE ROOF COVERAGE 14% L-Y2 CERTIFIED LANDSCAPE oR1ENrnnoN PV INSTALLATION p-yll PROFESSIONAL S' SCOTT/ A.GURNEY#PV-011 A.GU 15866 PV ARRAY DETAIL,SIDE VIEW ION DEVELOPER,LLC SCALE:3/8"=I'-0" A L801 N UNIVERSITY AVE*900 PROVO,Ul 84604 S-4 888.781.]0]4 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 N PV MODULE Z a = N J O N Q T °D Z N M n CJ g Z N _J (N y CLICKFIT RAIL Z a s 0 � v~i Z Q " t H 0 w o p o_ 6" CLICKFIT L-FOOT a = m Q o : o a = C3 (E)COMP SHINGLE w _j ^ Q rn w N ROOF MEMBRANE N LU = t n COMP SHINGLE FLASHING DRAWING BY ENPHASE ENERGY 2 'MIN. P DEPTH 5/16"ZINC PLATED STEEL \�'� GINOFfsS�o DATE 29-06-2022 LAG SCREW WITH 2-1/2" �G *r" fF,p 9 MIN. EMBEDMENT IN TO Q 9 950P PROJECT tD (E)ROOF RAFTER 0074U9 STANDOFF DETAIL GREG N SHEET NAME SCALE: Y = P-0" "4(gN1RGW�Fy 06/29/2022 STRUCTURAL DETAILS SHEET NUMBER REVISON EXPIRESAV V24 S-4 0 PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV SYSTEM EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD/FRAMING CALCULATIONS ION MODULE MANUFACTURER I TYPE SILFAB SOLAR SIL-380 HC 20211101 JURISDICTION DEAD LOAD(PSF) RSI RS2 SOLAR MODULE WEIGHT(LBS) 43 CITY OF TIGARD ROOF MEMBRANE COMPOSITION COMPOSITION SOLAR MODULE LENGTH(IN.) 69.4 STATE OREGON SHINGLE 4.0 SHINGLE L.0 SOLAR MODULE WIDTH(IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 7/16'OSB L7 7116'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 HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY C MANUFACTURED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT ID PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(PG) 25 WOOD TRUSS- TOP WOOD TRUSS- DEVELOPER,LLC NOR SHALL IT BE 5/16'X 3-1/2'ZINC PLATED STEEL LAG FRAMING CHORD 2X4 @ 24 IN. LID TOP CHORD 2X4 @ LO DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 O.C.-DF#2 @5.9 24 IN.O.C.-OF#2 OTHERS OUTSIDE RECIPIENTS FT.MAX SPAN @5.9 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 EQUIPMENT,WITHOUT THE ON OF ION DEVELOPER. .74-1 WRITTEN PERMISSION TOTAL PV ARRAY DEAD LOAD(PSF) 2,98 SLOPED ROOF SNOW LOAD(PSF) EONLLC =PS=(CS)(0.7)(CE)(CT)(IS)(Pc) TOTAL ROOF DEAD LOAD(PSF) 6.7 6.7 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE)= 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF(PSF) 7.5 7.5 STRUCTURE TYPE-ROOF SHAPE INHABITED-GABLE/FLAT ROOF THERMAL FACTOR(CT)= 1.0 TABLE 7.3-2 NABCEP MIN.ROOF SLOPE(DEG.) 26 IMPORTANCE FACTOR(IS)= 1.0 TABLE 1.5-2 PV ARRAY ADJ.TO ROOF SLOPE(PSF) 3.3 3.3 MEAN ROOF HEIGHT(FT.) 20 SLOPE FACTOR(Cs)= 1.0 FIG.7.4-1 ROOF LIVE LOAD<ROOF SNOW LOAD(PSF) 25.0 25.0 CERTIFIED PORTRAIT ATT.SPACING(IN.O.C.) 48 PS(PSF)= 25 OK TOTAL LOAD(PSF) 35.9 35.9 PV INSTALLATION LANDSCAPE ATT.SPACING(IN.D.C.) 48 x OF ATTACHMENT POINTS 34 RAFTER/TOP CHORD MEMBER PROPERITES OF#2-2x4 OF#2-2X4 PROFESSIONAL MAX-POINT LOAD(LBS/ATT.) 15.1 SECTION MODULUS(S)(IN"3) 3.06 3.06 �j.Vi_�I SCOTT A.GURNEY MAX.TOTAL PV DEAD LOAD TO RAFTER(LBS) 30.1 MOMENT OF INERTIA(IXIN'4) 5.36 5.36 xPV-0117719-015866 TOTAL LOAD ON MEMBER(W)(PLF) 717 717 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16(C&C) MAX.MEMBER SPAN M(FT) 5.9 5.9 4801 N UNIVERSITY AVE x900 PROVO,U1 84604 DESIGN WIND PRESSURE(PSF)=P=OH(GCP)(YE)(YA) EON.29.4-7 MODULUS OF ELASTICITY(E)(PSI) 1600000 1600000 888,781.7074 VELOCITY PRESSURE(PSF)=QH=0.00256(KH)(KZT)(KD)(KE)(V'2) EON.26.10-1 SHEAR(FV)(PSI) 180 180 TERRAIN EXPO.CONSTANT(A)= 9.5 TABLE 26.11-1 ARRAY EDGE FACTOR(YE)= I TABLE 26.13-1 AREA(A)(IN'2) 5.25 5.25 DAVID STANLEY CONRAD TERRAIN EXPO.CONSTANT(ZG)(FT)= 900 TABLE 26.11-1 GROUND ELEVATION FACTOR(KE)= 0.99 FIG.29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE COEFF.(KH)= 0.90 EON.C26.10-1 EQN,26.10-1 MAX BENDING STRESS CHECK (FB)(CDXCF)(CR) (FBXCD)(CF)(CR) C1524 TOPOGRAPHIC FACTOR(KZT)= TO EON.26.8-1 OH(PSF)= 17.99 BENDING(FB)(PSI) 900 900 WIND DIRECTIONALITY FACTOR(KD)= 0.65 TABLE 26.6-1 LOAD DURATION FACTOR(CD) 1.15 1.15 SIZE FACTOR(CF) 1.50 1.50 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 I.IS GABLE ROOF 20"<0 s 27" ZONE I ZONE 2R ZONE ZE ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS(PSI) 1785.4 1785.4 0 RAIL-PORTRAIT MODULE ORIENTATION 48 IN.O.C. 481N.O.C. 481N.O.C. 48 IN.O.C. -_ SOLAR PANEL PRESSURE ED.FACTOR(YA)= 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI)=(WL"2)/(8(S)) 1222.9 1222.9 N 0 EXTERNAL PRESSURE COEFF.(GCP)_ -I.5 -2.5 -3.6 0.7 68% OK 68% OK N ASD PRESSURE(0.6P)(PSF)_ -12.95 -21.58 -31.08 16.79 Z U TRIBUTARY AREA(SO.FT)= 11.6 11.6 8.7 MAX DEFLECTION CHECK-TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED J N V MAX.UPLIFT(0.6D♦0.6P)(LBS)_ -129.1 -229.0 -254.1 ALLOWABLE DEFLECTION L/180 L/180 UJ >. M M n V 0.393 IN. 0.393 IN. Z Z N J V) ~C RAIL-LANDSCAPE MODULE ORIENTATION 48 IN.O.C. LB/N.O.C. Le IN.O.C. LB IN.O.C. ACTUAL MAX DEFLECTION (W)(L)'4/185(E)(1) (W)(L)'4/185(E)(1) W U< SOLAR PANEL PRESSURE EQ.FACTOR(YA)= 0.80 0.80 0.80 0.800.095 IN. 0.095 IN. Z (L a 3 L EXTERNAL PRESSURE COEFF.(GCP)_ -1.5 -2.5 -3.6 0.7 24% OK 24% CK U � N Z Q .c U ASD PRESSURE(0.6P)(PSF)_ -12.95 -21.58 -31.08 16.79 MAX DEFLECTION CHECK-LIVE LOAD ~ In W O OJ C7 0- TRIBUTARY AREA(SO.FT)= 6.80 6.80 5.10 ALLOWABLE DEFLECTION L/240 L/2L0 f BIC Q = UJ � N y MAX.UPLIFT(0.60+0.6P)(LBS)_ -75.9 -134.6 -149.4 0.295 IN. 0.295 IN. O w it j O Q = p ROOF ATTACHMENT FASTENER CHECK ACTUAL MAX DEFLECTION (W)(L)"4/i85(EXU (W)(L)'4/185(EXU Z = ON J Z NDS 12.2 0.081 IN. 0.081 IN. - > Or N w Y CLICKFIT L-FOOT-5116'X 3-112'ZINC PLATED W J_ -1 Q _ _ N STEEL LAG SCREW MANUFACTURER MAX.UPLIFT CAPACITY=359.6 LBS 28% OK 28% OK 1- K 9O 0 3 J M LAG SCREW WITHDRAWAL DESIGN VALUE(LBS)=W=1800(G'3/2XD'3/4) 12.2.1 MAX SHEAR CHECK O LU T- ~ In 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(CO)= 1.6 TABLE 12.3.3A 945 LBS. 945 LBS. ENPHASE ENERGY FASTENER EMBEDMENT DEPTH(IN.)= 2.5 PRYING COEFFICIENT= 1.4 ACTUAL MAX SHEAR (WXL)/2 (W)(0/2 WITHDRAWAL SCREW WETHDRAWL CAPACITY(LBS)= 760.0 � t;,0 PROf,(`S,s 212 22% SBS. X12% LBS. DATE 29-06-2022 MAX.ATT.WITHDRAWAL CAPACITY(LBS)= 359.6 > 254.1 MAX UPLIFT DEMAND(LBS) CK �G � F,9 T 9 950P f PROJECT ID 0074U9 OREGON SHEET NAME q�qN 11 06/29/2022 STRUCTURAL CALCS qN RO N� SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE DTT 1 -d TYPE DESIGNGTOR / TpG OTT 512E-A i DESIGNATOR / TAG iv 51 -A TxPE SIGNATOR /V TAG DTT 51 -J TTPE DESIGNAT R i/y 10 (1) 10 AWG THHN/THWN,CU. BLACK(LN 16.9A AC(MAX) 3 (2) i0 AWG THHN/THWN,CU. BLACK(LI) B.SA AC(MAX) 2 0(I) 10 AWG ZC.NM-B WlG,CU. (LI,L2.EGC) 8.5A 4C(MAX) I (I) 12 AWG 2C,TC-ER,CU. (LI,L2) 8.47A AC(MAX) ION (0 10 AWG THHN/THWN,CU. RED(L2) 240V AC (2) 10 AWG THHN/THWN,CU. RED(L2) 240V AC FREE AIR 240V AC (1) 6 AWG SOLID BARE CU. (EGC) 240V AC (I) 10 AWG THHN/THWN,CU. WHITE(N) U) 10 AWG THHN/THWN,CU. GREEN(EGC) (U 3/4 IN. EMT OR FREE AIR (RACEWAY) (1) 10 AWG THHN/THWN.CU. GREEN(EGC) (1) 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 OR IN PART TO (14)SILFAB SOLAR SIL-380 HC 20211101 PV MODULE(S) DISCLOSED IN WHOLE ELECTRICAL LINE DIAGRAM UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION.EXCEPT IN CONNECTION JUNCTION BOX (14)ENPHASE 107PLUS-72.2-US MICROINVERTER(S)[240VI WITH THE SALE AND USE OF THE (E)tRILITV (E)200A MAIN SERVICE PANEL LOAD-SIDE SOURCE CONNECTION (N7 ENPHASE 10 COMBINER 3 ((N)OPTIONAL-FOR U I]LI LISTED RESPECTIVE EQUIPMENT.WITHOUT THE METER (E)200A/2P MAIN DISCONNECT BUSBAR PLUG-IN TYPE BREAKER (PV CIRCUITS ONLY) WRITTEN PERMISSION OF ION DEVELOPER CONDUCTOR SPLICE) (N)JUNCTION BOX LLC (NEC 705.12) . SECONDARY POWER N)ISA/2P (1) SOURCE(PV OCPD)TO — CIRCUIT _ = (E)200A/2P BE LOCATED AT t OF 7 NAB C E P MODULES OPPOSITE END RI INTEGRATED L+ —E� CERTIFIED SOUP R FROM PRIMARY SOURCE(MAIN OCPD) ISA/2P MAX E (E)LOADS MEC 705.12) TO 10 ENVOY GATEWAY I PV INSTALLATION PROFESSIONAL 120/240 VAC (N)JUNCTION Box ---�(SCOTT A.GURNEY 6 HZ (N)25A/2P (N)ISA12P - CIRCUIT �+�/711 ION DEVELOPER,SINGLE'PHASE _ (I) LOPER.LLC PV-0117]19-OI5866 UTILITY ry -- - - OF 7 SERVICE N � MODULES 4801 N UNIVERSITY AVE#900 PROVO.U) G m 84604 888.781.7074 G 10 DAVID STANLEY CONRAD 2 C-ELECTRICAL CONTRACTOR °° CI524 (E)GROUNDING 1LECTRDDE SYSTEM O N O N Q = U Q J a N V (� Q Z N J N N W N U- CI` J CC N Z Q ^ C ELECTRICAL LINE DIAGRAM NOTES F a w o W s y af O j 0 Q 2 0IZ W J J Q n W Y _ _ _ N I_ W 1 J M CnI W = F- — Z., In DRAWING BY ENPHASE ENERGY DATE 29-06-2022 PROJECT ID 007409 SHEET NAME ELEC. LINE DIAG. SHEET NVMBER REVISON E-6 0 PV SYSTEM ELECTRICAL SPECIFICATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY/CONDUCTOR CALCULATIONS ION TEMPERATURE DATA SOURCE ASHRAE MICROINV.TO JUNCTION BOX(1) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT= 8.5 A AC JURISDICTION CITY OF TIGARD MAX CURRENT X125%= 11.0 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 INFORMATION 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 10 DESIGNED MAX.SYSTEM VDROP/VRISE 2.00% AMB.TEMP.AMP.CORRECTION= NOT APPLIED DEVELOPER,LLC NOR$HALL IT BE DISCLOSED IN WHOLE OR IN PART TO ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 11.0 OK OTHERS 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) 380 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.142 IN.2 RESPECTIVE PERMISSION OF I N DEVELOPER THE 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) PMP/VMP TEMP.COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT= 8.5 A AC CERTIFIED VOC TEMP.COEFFICIENT -0.28 MAX CURRENT X125%= 11 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. scorn A.GURNEY PV-01177 19-015a66 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*900 PROVO.Ul INVERTER SPECIFICATIONS ENPHASE 107PLUS-72-2-US AMB.TEMP.AMP.CORRECTION= NOT APPLIED 84604 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 11.0 OK 888.781.7074 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 MINIMUM START VOLTAGE(V) 22 u524 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= 8.5 A AC NOMINAL(L-L)OUTPUT VOLTAGE 240 N CEC WEIGHTED EFFICIENCY(%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) w CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. Z = SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 CONDUCTOR AMP.RATING @60°C= 35 A N Q o N Q NUMBER OF MODULES PER CIRCUIT 7 7 #OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 W >_ M M F Z N U DC POWER RATING PER CIRCUIT(STC)(W DC) 2660 2660 AMB.TEMP.AMP.CORRECTION= 0.68 f w N TOTAL MODULE QUANTITY 14 PV MODULES ADJUSTED AMPACITY COMPLIANCE(A)= 24.64 > 8.5 OK 3. a- 0' J STC DC POWER RATING OF ARRAY 5320W DC RACEWAY SIZE/TYPE= 3/4 IN. EMT O it N Z o ^Q .Yo c INVERTER OUTPUT CIRCUIT CURRENT(A AC) 8.47 8.47 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.106 IN.-2 F a w w w s y 125%INVERTER OUTPUT CIRCUIT CURRENT(A AC) 10.59 10.59 CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN.'2 F Le m C u CIRCUIT OCPD RATING(A) 15 15 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 40% > 20% OK _ =O O wa COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 16.94A AC } In Z 3- W J T Q W Y PV POWER PRODUCTION SYSTEM OCPD RATING(X125%) 25A COMBINER BOX TO MAIN PV OCPD(10) N F- K - U J J MAX.ARRAY STC-AC POWER(W) 406OW AC(STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT= 16.9 A AC U) w = H- MAX.ARRAY CEC-AC POWER(W) 4745W AC(CEC) MAX CURRENT X125%= ZI.0 A AC DRAWING BY PER NEC 690.8(8)(1)(W/OUT CORRECTION FACTORS) ENPHASE ENERGY AC VOLTAGE RISE CALCULATIONS DIST(FT) GOND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. VRISE SEC. I(MICRO TO JBOX)• 28.8 12 Cu. 1.0 241.0 0.41% CONDUCTOR AMP.RATING @75°C= 35 A DATE VRISE SEC.2(JBOX TO COMBINER BOX) 65 10 Cu. 1.3 241.3 0.55% #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED 29-06-2022 VRISE SEC.3(COMBINER BOX TO P01) 10 10 Cu. 0.4 240.4 0.17% AMB.TEMP.AMP.CORRECTION= NOT APPLIED PROJECT 10 TOTAL VRISE 2.7 242.7 1.13% OK ADJUSTED AMPACITY COMPLIANCE(A)= 35.0 > 21.0 OK 0074U9 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% OK SHEET NUMBER REWSON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED OR NO MORE THAN 3 ION 690.13(6)1 a FT FROM THE RAPID ID SHUT DOWN DISCONNECT SWITCH[NEC 690.56(C)]. RATED AC OUTPUT CURRENT 16.9A NOMINAL OPERATNGAC ALTAGE 240 V SOLAR PV SYSTEM EQUIPPED © FOR BUILDINGS WITH PV SYSTEMS.TO CONFIDENTIAL-THE INFORMATION 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 OF ANYONE EXCEPT 10 TERMINALS OF THE DISCONNECTING MEANS nowpommooxm SYSTEM IS CONNECTED. [NEC DEVELOPER,LLC NOR SHALL IT BE MAY BE ENERGIZED IN THE OPEN POSITION. 1MINC1INTNH DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD .OAs�)p 690.56(C)] OTHERS OUTSIDE RECIPIENTS TERM:MALS ON THE UNE AND [NEC 690.13(B),NEC 705.221 awwoll"INIIIIIIIIIIIIII ORGANIZATION,EXCEPT IN CONNECTION AKI®{E9 WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED *=waft RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION ._ —N WRITTEN PERMISSION OF ION DEVELOPER LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED © DEVICES IN CIRCUTS SUPPLYING POWER TO A AT MAIN SERVICE EQUIPMENT LOCATION NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM gum IF ALL ELECTRICAL POWER SOURCE DUAL POWER SUPPLY MULTIPLE SOURCES.[NEC 705.12(C)] RO1o170>fM//YI1�DKp�lAfi DISCONNECTING MEANS (SOLAR ARRAY CERTIFIED SOURCES:UTILITY GRID AND I AIOOE�IMIs>b/RAIM/MM RAPID SHUTDOWN SWITCH)ARE GROUPED AMlOMIICa111Y�N6'IMIMM AND IN LINE OF SITE OF MAIN SERVICE PV INSTALLATION PV SOLAR ELECTRIC SYSTEM ��irerr Imm�91.� DISCONNECTING MEANS.[NEC 690.56(C)8 PROFESSIONAL NEC 705.101. S� A. SCOTT EY SPY_olTT 77 GURNEY 17719-015866 66 r PLACED ADJACENT TO PV SYSTEM PLUG10N DEVELOPER LLC TYPE BREAKER TO A BUSBAR FOR A LOAD 4801 N UNIVERSITY AVE 11900 PROVO.UI POWER SOURCE SIDE CONNECTION.[NEC 705.12(6)(3)(2)] 89e84604 .7e1.7074 OUTPUT CONNECTION DO NOT RELOCATE THIS DAVID STANLEY CONRAD OVERCURRENT DEVICE C-ELECTRICAL CONTRACTOR CISZ4 O El a © (E) © D❑ ❑F N UTILITY Z U METER (E)MAIN SERVICE PANEL COMBINER BOX Q Q = W WT ® J O N Q } m 1.`�� � Z M Kl n CJ WCL a. N O Z z 2-C O J o z LD �.. ST Q = U-1 N U) 1] Pl YSTM CK Of m DISCONNECTES)TO Iii = < PV INVERTER a r z N 0 _JZ 3 (N)PV..PEPKER OUTPUT CIRCUIT(S) E J Q 5 W Y S N E - F DRAWING BY ENPHASE ENERGY DATE 11.1 1 29-06-2022 PROJECT ID 0074U9 ALL CAUTION,WARNING,OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-2011 STANDARDS. 2. BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HANDWRITTEN. ELECTRICAL LABELS 3. SHALL BE OF SUFFOEINT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 4. UNLESS OTHERS SPECIFIED MINIMUM TEXT HEIGHT TO BE*-(311M). SHEET NUMBER BENISON E-9 0 IDENTIFICATION OF POWER SOURCES A PERMANENT PLAQUE OR DIRECTORY TO BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION ION DENOTING THE LOCATION OF EACH POWER SOURCE DISCONNECTING MEANS AND SHALL INDICATE THE LOCATION OF RAPID SHUTDOWN INITIATION DEVICES. FOR THE BUILDING OR STRUCTURE AND BE GROUPED WITH OTHER PLAQUES OR DIRECTORIES FOR OTHER ON-SITE SOURCES. ALL MARKING TO COMPLY WITH 110.21(B).(NEC 705.10) i CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFT OF ANYONE EXCEPT 10 DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO I OTHERS OUTSIDE RECIPIENTS ORGANIZATION.EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER CAUTION : MULTIPLE LLC. SOURCES OF POWER . NABCEP CERTIFIED POWER TO THIS BUILDING IS SUPPLIED FROM THE PV INSTALLATION FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: PROFESSIONAL N S.y SCOTT A.GURNEY � #PV-Oli7]i9-015866 ❑ ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO.Ul W ❑ ❑ ❑ 84604 Z 888.781.7074 Q0 J ❑ ❑ ❑ DAVID STANLEY CONRAD >- W ❑ C-ELECTRICAL CONTRACTOR Z : 0 0 0524 Z O ❑ LU0 0 d = ❑ m m I.-_ O ❑ m m PV ARRAY = Z o ❑ m m � POO ❑O L, 0 Z(n ❑ _ 1\3 o a � o N a m m ❑ WN n On n ? n U 00 13) ZZ d Ol N J fn U W ~ Z Q " R C H p W O 8 9 o MAIN DISTRIBUTIONE Q = w On N a"s UTILITY DISCONNECT o a0 o a = o RAPID SHUTDOWN AC z > N & Z 3 DISCONNECT SWITCH W -i a N ~ E m s 1 J M DRAWING BY ENPHASE ENERGY DATE 29-06-2022 PROJECT ID 0074U9 SHEET NAME ELEC. DIRECTORY SHEET NUMBER REVISON E-IO 0