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FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO ION 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 9370 SOUTHWEST MARTHA STREET FRONT OF HOME 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 ORIN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE (�Z WRITTEN PERMISSION OF ION DEVELOPER, LLC. ^ —Z p �" "a f IABCEI CERTIFIED PV INSTALLATION PROFESSIONAL SCOTT A. GURNEY #PV-0117719-015866 —On ION DEVELOPER,LLC —O 4801 N UNIVERSITY AVE #900 PROVO, UT 84604 + + + + 888.781.7074 JBOX + + + + + + + + + + DAVID STANLEY CONRAD ❑ ❑ ❑ C -ELECTRICAL CONTRACTOR C1524 RSI C P&GC 0 JBOX ❑ _ c o FT C �- ° w o C uj N V)� U N (� 2 00 N Q CHIMNEY r --I ,., QN J n H U r\ SKYLIGHT o Lu w PROF 1= o Lu o _j c K F a o O IN£F�`S/p9 o W 0 Co Q co 9 950P ? a � � -i z � RS2 w o a in w Y co OREGON I- a " cm 2: o' �. DRAWING BY 9�41v R0W�4, 08/02/2022 ENPHASE ENERGY SCALE: 1/8" = 1'-0" EXPIRES:12/31/24 DATE 02-AUG-2022 02' 4' 8' SYSTEM LEGEND (N) (N) O ROOF SECTION ROOF PV MODULE PROJECT ID C (N) PV COMBINER PANEL (N) (N) JUNCTION BOX 5/ SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 007BY1 CRITERIA AND RSI 3 79 22 89% (E) (E) UTILITY METER / (N) (N) PV LOAD CENTER (N) (N) AC DISCONNECT FIRE SETBACK SPECIFICATIONS RS2 8 179 22 90% SHEET NAME MAIN SERVICE PANEL LC ACD (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) N ROOF PLAN MAIN (E) MAIN SERVICE PANEL PVM (N) PV PRODUCTION DCAC (N)MICROINVERTER ffMMETER (N) PV MODULE SHEET NUMBER REVISON SU9 (E) SUBPANEL (N) (N) DC-DC / STRING DC)D (N) DC DISCONNECT S-3 0 NVERTER RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV MODULE PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION RACKING TYPE: RAILION X-SPACING P-XI 48 IN. O.C. MAX. PORTRAIT ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEAVER P-X2 16 IN. MAX. STANDOFF TYPE: L-FOOT&FLASHING Y-SPACING P-YI 37.4 IN. MIN. -45.3 IN. MAX. 5/16"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. - 16 IN. MAX. SCALE: 3/8" = 1'-0" CONFIDENTIAL-THE INFORMATION LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION 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: LUMBER AND PLYWOOD X-CANTILEAVER L-X2 16 IN. MAX. L-X2 L-XI OTHERS OUTSIDE RECIPIENTS ORGANIZATION, 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: 2x4 Y-CANTILEAVER L-Y2 7.9 IN. 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(SQ. FT.) 1683 P-Y2p I A��rI 1 I�I TOTAL PV MODULE AREA(SQ. FT.) 216.7 L-Y2 CERTIFIED PV MODULE ROOF COVERAGE 13% LANDSCAPE ORIENTATION PV INSTALLATION P-YI PROFESSIONAL SriSCOTT A. GURNEY #PV-0117719-015866 PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = I'-0" A 4801 N UNIVERSITY AVE#900 PROVO, UT S-4 84604 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. CD W CV W o PV MODULE Of `\' U Q p N U _ 00 CV Q Q ^ J NI-- U CLICKFIT RAIL ICE z rn v> > N Q z = I u o E- —of ^ w Q o Ui 00 o C3 rnU 6„ CLICKFIT L-FOOT LU cn w M 0 11 o a a c� coN � of o LL _ � � (E) COMP SHINGLE U 0 Q 0 Lu ROOF MEMBRANE Z rn � v v COMP SHINGLE FLASHING DRAWING BY ENPHASE ENERGY 22" MIN. �EO PROFESS DATE DEPTH 5/16" ZINC PLATED STEEL 5 G I N LAG SCREW WITH 2-1/2" �V� �� f F� �� 02-AUG-2022 MIN. EMBEDMENT IN TO 9 950P PROJECT ID (E) ROOF RAFTER OREGON 0076Y1 STANDOFF DETAIL SHEET NAME H STRUCTURAL DETAILS SCALE: 3" = I'-0" 4�gN ,RO`N�'�y 08/02/2022 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 / FRAMING CALCULATIONS MODULE MANUFACTURER / TYPE SILFAB SOLAR SIL-380 HC 20211101 JURISDICTION DEAD LOAD (PSF) RSI RS2 ION i SOLAR MODULE WEIGHT (LBS) 43 CITY OF TIGARD ROOF MEMBRANE COMPOSITION COMPOSITION SOLAR MODULE LENGTH (IN.) 69.4 STATE OREGON SHINGLE 4'0 SHINGLE 4.0 LUMBER AND LUMBER AND _ SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING PLYWOOD 4 PLYWOOD 4 SOLAR MODULE AREA(SQ. FT) 19.7 OCCUPANCY / RISK CATEGORY II CONFIDENTIAL-THE INFORMATION PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B MANUFACTURED MANUFACTURED DEVELOPER,LLC NOR SHALL IT BE PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF) (PG) 25 WOOD TRUSS - TOP WOOD TRUSS - DISCLOSED IN WHOLE OR IN PART TO 5/16" X 3-1/2" ZINC PLATED STEEL LAG FRAMING CHORD 2X4 @ 24 IN. 1.0 TOP CHORD 2X4 @ 1.0 OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 O.C. DF #2 @6.7 24 IN. O.C. - OF #2 ORGANIZATION,EXCEPT IN CONNECTION FT. MAX SPAN @6.7 FT. MAX SPAN WITH THE SALE AND USE OF THE RACKING DEAD LOAD (PSF) 0.8 RESPECTIVE EQUIPMENT, WITHOUT THE SOLAR MODULE DEAD LOAD (PSF) 2.18 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) WRITTEN PERMISSION OF ION DEVELOPER, TOTAL PV ARRAY DEAD LOAD (PSF) 2.98 SLOPED ROOF SNOW LOAD (PSF) EQN. 7.4-1 LLC. = PS = (CS)(0.7)(CE)(CT)(IS)(PG) TOTAL ROOF DEAD LOAD (PSF) 9.0 9.0 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF (PSF) 9.7 9,7 STRUCTURE TYPE - ROOF SHAPE INHABITED GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 NAB C E P MIN. ROOF SLOPE (DEG.) 22 IMPORTANCE FACTOR (IS) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.2 3.2 CERTIFIED 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 PORTRAIT ATT. SPACING (IN. O.C.) 48 PS (PSF) = 25 0'` TOTAL LOAD (PSF) 38.0 38.0 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 PROFESSIONAL # OF ATTACHMENT POINTS 34 RAFTER/ TOP CHORD MEMBER PROPERITES OF #2 - 2x4 DF #2 -2x4 / SCOTT A. GURNEY MAX. POINT LOAD (LBS / ATT.) 11.8 SECTION MODULUS (S)ON-3) 3.06 3.06 #PV-0117719-015866 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 35.5 MOMENT OF INERTIA(1)(IN"4) 5.36 5.36 ION DEVELOPER,LLC TOTAL LOAD ON MEMBER (W) (PLF) 75.9 75.9 4801 N UNIVERSITY AVE#900 PROVO, UT DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) MAX. MEMBER SPAN (L)(FT) 6.7 6.7 84604 DESIGN WIND PRESSURE (PSF) = P =QH(GCP)(YE)(YA) EON. 29.4-7 MODULUS OF ELASTICITY (E)(PSI) 1600000 1600000 888.7 81.7 074 VELOCITY PRESSURE (PSF) = GH = 0.00256(KH)(KZT)(KD)(KE)(V"2) EQN. 26.10-1 SHEAR (Fv) (PSI) 180 180 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-1 ARRAY EDGE FACTOR (YE) = I TABLE 26.13-1 AREA(A) (IN"2) 5.25 5.25 C -ELECTRICAL CONTRACTOR TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-1 GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 C1524 VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-1 EQN. 26.10-1 MAX BENDING STRESS CHECK (F B)(C D)(C F)(C R) (FB)(CD)(CF)(CR) TOPOGRAPHIC FACTOR (KZT) = 1.0 EQN. 26.8-1 QH (PSF) = 13.96 BENDING (FB)(PSI) 900 900 WIND DIRECTIONALITY FACTOR (KD) = 0.85 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 1.15 _ GABLE ROOF 201 < 0 <271 ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS (PSI) 1785.4 1785.4 RAIL -PORTRAIT MODULE ORIENTATION 48 IN. D.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ~ W N SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS (PSI) = (wL"2)/(8(S)) 1669.1 1669.1 LLJ O N EXTERNAL PRESSURE COEFF. (GCP) = -1.5 -2.5 -3.6 0.7 95% CK 93% OK U (n ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 N = j TRIBUTARY AREA(SQ. FT) = 11.6 11.6 8.7 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED N U Q = 00 I Q MAX. UPLIFT (0.6D+0.6P) (LBS) = -95.6 -173.1 -193.7 ALLOWABLE DEFLECTION L / 180 L / 180 r 1.- N 00 r\ U 0.447 IN. 0.447 IN. a n J N S U RAIL LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(1) (W)(L)"4 / 185(E)(1) ly- O N N Qi SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 0.167 IN. 0.167 IN. O_ Z Q Y LULI EXTERNAL PRESSURE COEFF. (GCP) = -1.5 -2.5 -3.6 0.7 37% OK 37% OK p W O J 0 Q` C> ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK -LIVE LOAD F- LUL.I ON Lu rrj TRIBUTARY AREA(SO. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L / 240 L / 240 0 f- O m a U 00 MAX. UPLIFT (0.6D+0.6P) (LBS) _ -56.2 -101.7 -113.9 0.335 IN. 0.335 IN. LL p r p r- ACTUAL MAX DEFLECTION (W)(L)-4 / 185(E)(1) (W)(L)-4 / 185(E)(1) Z Q V) J Z ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.145 IN, 0.145 IN. Lu O Q 0 W CLICKFIT L-FOOT - 5/16"X 3-1/2"ZINC PLATED �_ Q ^ ^ STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 43% OK 43% OK N z ol v LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) = W = I800(G"3/2)(D"3/4) 12.2.1 MAX SHEAR CHECK DRAWING BY 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) ENPHASE ENERGY FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE 12.3.3A 945 LBS. 945 LBS. FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 CPROFF�` ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 DATE WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 f`�` 254 LBS. 254 LBS. LAG SCREW WITHDRAWL CAPACITY (LBS) = 760.0 ��� ��1 NQ `ropy 27% OK 27% OK 02-AUG-2022 MAX. ATT. WITHDRAWAL CAPACITY (LBS) = 359.6 > 193.7 MAX UPLIFT DEMAND (LBS) OK Gv� < y 9 950P PROJECT ID 007BY1 OREGON SHEET NAME 11, 20ti� STRUCTURAL CALCS '91gIV Ow�F ,� 08/02/2022 SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG ' QTY SIZE•-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V 10 (1) 10 AWG THHN / THWN, CU. BLACK (LI) 13.3A AC (MAX) 3 (1) 10 AWG THHN / THWN, CU. BLACK (1-0 13.3A AC (MAX) 2 (1) 10 AWG 2C, NM-B W/G, CU. (LI, L2, EGC) 13.3A AC (MAX) 1 (1) 12 AWG 2C, TC-ER, CU. (LI, L2) 15.3A AC (MAX) (1) 10 AWG THHN / THWN, CU. RED (L2) 240 V AC (1) 10 AWG THHN / THWN, CU. RED(L2) 240 V AC FREE AIR 240 V AC (1) 6 AWG SOLID BARE CU. (EGC) 240 V AC (1) 10 AWG THHN / THWN, CU. WHITE (N) (1) 10 AWG THHN/ THWN, CU. GREEN (EGC) (1) 3/4 IN. EMT OR FREE AIR (RACEWAY) (1) 10 AWG THHN /THWN, CU. GREEN (EGC) (1) 3/4 IN. EMT (RACEWAY) ION (I) 3/41N. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR 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 ELECTRICAL LINE DIAGRAM OTHERS OUTSIDE RECIPIENTS ORGANIZATION,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 705.12) LLC. (II)SILFAB SOLAR SIL-380 HC 20211101 PV MODULE(S) � SECONDARY POWER INTEGRATEDISA/2P MAX UL 1703 LISTED � SOURCE(PV OCPD)TO f5 I2 ENVOY L BE LOCATED AT GATEWAY (II)ENPHASE 107PLUS-72-2-US MICROINVERTER(S)[240V] P'JABEP OPPOSITE END OF UL 1741 LISTED BUSBAR FROM PRIMARY b CERT IFI E D SOURCE(MAIN OCPD) E (NEC 705.12) (N)JUNCTION BOX (N)JUNCTION BOX PV INSTALLATION (OPTIONAL-FOR (OPTIONAL-FORPROFESSIONAL CONDUCTOR SPLICE) CONDUCTOR SPLICE)120/240 VACbOHZ SCOTT A. GURNEY (N)20A/2P - (1) _ _ S• #PV-0117719-015866 SINGLE PHASE _ CIRCUIT — _ ION DEVELOPER, LLC UTILITY N { + OF II SERVICE N "- __ MODULES 4801 N UNIVERSIT8AVE 4604 #900 PROVO, UT B. 888.781.7074 G 10 3 I DAVID STANLEY CONRAD 2 C -ELECTRICAL CONTRACTOR C152L (E)GROUNDING ELECTRODE SYSTEM p I— W N ch O ~ U c/) 0 = N _ 00 N Q N Q ^ J H U (n Q Lu I O = V) z Q Cl- Y w O Q Lu o Lu 0 C3 o' O ELECTRICAL LINE DIAGRAM NOTES w 0 - w O W O Q Q U co LL 0� o6 :E 0 ILL z Q N J Z r+7 LL1 O Q (n W I— Q M O DRAWING BY ENPHASE ENERGY DATE 02-AuG-2022 PROJECT ID 007BYI SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON E-6 0 .PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY / CONDUCTOR CALCULATIONS TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX (1) ION 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) ASHRAE EXTREME LOW TEMP (°C) -8 CONDUCTOR SIZE / INSULATION / TYPE = 12 AWG 2C, TC-ER, CU. CONFIDENTIAL -THE INFORMATION ASHRAE 0.4% HIGH TEMP (°C) 37 HEREIN CONTAINED SHALL NOT BE USED 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,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 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 IJABCLP� SHORT CIRCUIT CURRENT (ISC) 11.36 JUNCTION BOX TO JUNCTION BOX (2) PMP/VMP TEMP. COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 A AC CERTIFIED 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-B W/G, CU. S• 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 4801 N UNIVERSITY AVE#900 PROVO, UT INVERTER SPECIFICATIONS ENPHASE IQ7PLUS-72-2-US AMB. TEMP. AMP. CORRECTION = NOT APPLIED 84604 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 17.0 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 CI524 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 w cv CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) L CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN, CU. U N SYSTEM ELECTRICAL SPECIFICATIONSCIR I CONDUCTOR AMP. RATING @60°C = 35 A p N U NUMBER OF MODULES PER CIRCUIT 11 # OF CONDUCTORS IN RACEWAY CORRECTION = NOT APPLIED ,°On ^ Q DC POWER RATING PER CIRCUIT (STC)(W DC) 4180 AMB. TEMP. AMP. CORRECTION = NOT APPLIED H Q � J vi � U TOTAL MODULE QUANTITY 11 PV MODULES ADJUSTED AMPACITY COMPLIANCE (A) = 35 > 17.0 OK Lu -i N Q v STC DC POWER RATING OF ARRAY418OW DC RACEWAY SIZE / TYPE = 3/4 IN. EMT o t Z Q r w INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.31 CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.063 IN."2 Q0 Lu Op O Lu cn w 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 16.64 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 O ix Lu 0 m Q v 00 CIRCUIT OCPD RATING (A) 20 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE 1) = 40% > 12% OKti p < = o COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 13.31A AC ( J � Z Z � Ki PV POWER PRODUCTION SYSTEM OCPD RATING (X125%) 20A COMBINER BOX TO MAIN PV OCPD (10) Q o^ (D 000 MAX. ARRAY STC-AC POWER (W) 319OW AC (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 13.3 A AC Wl F_ Q' H- It 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) ENPHASE ENERGY 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. 1.5 241.5 0.64% CONDUCTOR AMP. RATING @75°C = 35 A DATE 02-AUG-2022 VRISE SEC. 2 (JBOX TO COMBINER BOX) 45 10 CU. 1.4 241.4 0.60% # OF CONDUCTORS IN RACEWAY CORRECTION = NOT APPLIED VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 CU. 0.3 240.3 0.13% AMB. TEMP. AMP. CORRECTION = NOT APPLIED PROJECT ID TOTAL VRISE 3.3 243.3 1.37% OK ADJUSTED AMPACITY COMPLIANCE (A) = 35.0 > 17.0 OK 007BYI 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)(I1\1."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 REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. III III I SIGN LOCATED ON OR NO MORE THAN 3 PHOTOVOLTAIC SYSTEMp [NEC 690.54, NEC 690.13(6)] FF FT FROM THE RAPID SHUT DOWNION A AC DISCONNECT DISCONNECT SWITCH [NEC 690.56(C)]. RATED AC OUTPUT CURRENT 13.3A NOMINALOPERATINGACVOLTAGE 240 V FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL -THE INFORMATION SOLAR PV SYSTEM EQUIPPED © BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPIDSHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION B DEVELOPER,LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS TURN RAPID SHUTDOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITC'OF "TO POSIITIIONTO 690.56(C)] OTHERS OUTSIDE RECIPIENTS [NEC 690.13(B), NEC 705.22] SHUTDOWN PV SYSTEM °Y ORGANIZATION, EXCEPT IN CONNECTION TERMINALS ON THE LINE AND AND REDUCE WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SHOCK HAZARD RESPECTIVE EQUIPMENT, WITHOUT THE IN THE OPEN POSITION NTHE ARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. PERMANENT DIRECTORY TO BE LOCATED AT � © AT EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUTS SUPPLYING POWER TOA PMAIN SERVICE EQUIPMENT DENOTING THE NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TOTHIISWLDIONo18ALSSUPPUm LOCATION OF THE PV RAPID SHUTDOWN SYSTEM DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] MOW A ROOF MOUNTED SOLAR ARRAY. DISCONNECTING MEANS IF SOLAR ARRAY RAPID CERTIFIED SHUT DOWN DISCONNECT SWITCH IS NOT SOURCES:UTILITY GRID AND SOLAR ARRAY RAPID SHUTDOWN DISCONNECT GROUPED AND WITHIN LINE OF SITE OF MAIN PV INSTALLATION PV SOLAR ELECTRIC SYSTEM 13LOCATIED SERVICE DISCONNECTING MEANS. [NEC 705.10, PROFESSIONAL NEC 690.56(C)(1)] SCOTT A. GURNEY / #PV-OII7719-015866 PLACED ADJACENT TO PV SYSTEM PLUG-IN PERMANENT DIRECTORY TO BE LOCATED AT ION DEVELOPER, LLC a TYPE BREAKER TO A BUSBAR FOR A LOAD F�l SOLAR ARRAY RAPID SHUTDOWN SWITCH 4801 N UNIVERSITY AVE#900 PROVO, UT POWER SOURCE SIDE CONNECTION. [NEC 705.12(8)(3)(2)] POWER TOTHIS BUILDING ISALSO DENOTING THE LOCATION OF THE SERVICE 84604 EQUIPMENT LOCATION IF SOLAR ARRAY RAPID 888.781.7074 [ OUTPUT CONNECTION SUPPLIED FROM MAINDISTREYnON SHUT DOWN DISCONNECT SWITCH IS NOT DO NOT RELOCATE THIS ; UTILITY DISCONNECT LOCATED GROUPED AND WITHIN LINE OF SITE OF MAIN DAVID STANLEY CONRAD OVERCURRENT DEVICE SERVICE DISCONNECTING MEANS. [NEC 705.101 C-ELECTRICAL CONTRACTOR C1524 O E © © © W N W FD aO UElTILITY a --- V V) METER (E)MAIN SERVICE PANEL COMBINER BOX N = =i Q O N V _ OO N Q N n U Lz H Q ^ J_ (n F- V N - Of Z W Cr (n =) (n Q O =O � Z Q CL 3: w Q p W O JO C3 U V - I W (n W Mi = Y PV SYSTEM p F- V) m Q V co DISCONNECTS) TO LL LL] p 0 n PV INVERTER Z Q U) (N)PV BREAKER OUTPUT CIRCUIT(S) W O Q (n W `L O co 0 0 � 0 Q 0\ Lz ° ° (n � CT H ® EGC _ PEE _ DRAWING BY ENPHASE ENERGY DATE 02-AUG-2022 LI N L2 PROJECT ID 007BYI ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME 1, COMPLY WITH ANSI Z535.4-2011 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 g" (3MM). SHEET NUMBER REVISON E-9 0 IDENTIFICATION OF POWER SOURCES A PERMANENT PLAQUE OR DIRECTORY TO BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION 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 ION MARKING TO COMPLY WITH 110.21 (B). (NEC 705.10) 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 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE CA UTO N e M U � T I P L E WRITTEN PERMISSION OF ION DEVELOPER, LLC. SOURCES OF POWER . NABCEP POWER TO THIS BUILDING IS SUPPLIED FROM THE CERTIFIED FOLLOWING SOURCES WITH DISCONNECTS LOCATED PV INSTALLATION AS SHOWN : PROFESSIONAL Z SCOTT GURNEY #PV-0117719-015866 PV ARRAY ION DEVELOPER, LLC 4801 N UNIVERSITY AVE #900 PROVO, UT W 4604 L LJ ❑ ° 888.781.7074 DAVID STANLEY CONRAD C-ELECTRICAL CONTRACTOR _ � 0 C1524 O ❑ zm 0 ❑ I Q v' OC3 0 0 0 W ~ 13 0 0 0 o � Z = O w ry N 1D 0 0 N = O Z 0 a N NIVW ..m 0 00 N Q (3) N U (N) (E) 0\ (n � fn Q a` c "' UTILITY SERVICE DISCONNECT zo = 0- O 0 Z Q n Y W 0 W O J O D U RAPID SHUTDOWN AC I H = CD w Y DISCONNECT SWITCH m Q �(_3 �rcroo J- = oof = ZQ cr J z � ILL o i Q 0 w N z D ♦- DRAWING BY ENPHASE ENERGY DATE 02-AUG-2022 PROJECT ID 007BY1 SHEET NAME ELEC. DIRECTORY SHEET NUMBER REVISON E-10 0