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Plans 'AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS w 'Y �" `- . v= `�'" GOVERNING CODES 4 r ..': ION , , ,„ ,, , ,,,, ■; ;� s �� ALL WORK SHALL COMPLY WITH: RECEIVED ! 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) �! 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) $ ! 3 2021 OREGON RESIDENTIAL SPECIALTY CODE{ORSC) ; 3 � 2018 INTERNATIONAL FIRE CODE(IFC) SEP 7 2022 2021 OREGON PLUMBING SPECIALTY CODE r ! { X ,t,,,. A ,aa . AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODEB.�I 1 IOF TIGARD ' CONFIDENTIAL-THE INFORMATION +{ � BUILDING DIVISION HEREIN CONTAINED SHALL NOT BE USED '?`>i � T. FOR DEVELOPER,BIT OFANYONE EXCEPT ION l'" "" SITE CLASSIFICATION NOTES,OSHA REGULATIONLLC NOR SHALL IT BE' OCCUPANCY CLASS: SFR DISCLOSED IN WHOLE OR IN PART TO x x „) ': s. CONSTRUCTION CLASS: V-B OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION °' - ZONING TYPE: RESIDENTIAL 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, aw ^, 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE LLC. , , . _ . ONTO NEARBY PROPERTIES OR ROADWAYS. �! ..n :, 3. FOR PROJECTS PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER SUBMITTED FOR THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC ,, *y :; I. 3111.3.5.3ITEM 3.2 IABCEP „f ',' .., .1'-11 'it ELECTRICAL CRITERIA,NOTES Approved pia CERTIFIED ,,, _. ., ,,.. '. TEMPERATURE SOURCE: ASHRAE ,n, �r., _' $ WEATHER STATION: PORTLAND HILLSBORO PV INSTALLATION ! „ .t! r 2 i( EXTREME MIN. TEMPERATURE: -8 shall be on job site. # 3 5 11' q ASHRAE 0.4%HIGH TEMP: 37 PROFESSIONAL S` SCOTT A. GURNEY / #PV-OI17719-015866 44. . I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. ' ION DEVELOPER,LLC2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 4801 N UNIVERSITY AVE#900 PROVO, UT . :tItcii e�� ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 84604 014111E ,!' :01'' 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703,IEC61646, IEC61730. 888.781.7074 . I 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 BE PROVIDED AS PER SECTION[NEC 110:26]. CI524 •: .. CITY OF TIGARD ,y ', STRUCTURAL CRITERIA,NOTES R.EVIEW�D FOR CODE COMPLIANCE DESIGN LOAD STANDARD: ASCE 7-16 1� I LL WIND EXPOSURE CATEGORY: B WIND SPEED(3-SEC GUST): 96 MPH Approved: [ o o cos GROUND SNOW LOAD: 36 PSF M DESIGN ROOF SNOW LOAD: 26 PSF OTC: [ I Q N SEISMIC DESIGN CATEGORY: D C.O O u in .. ! SEISMIC RISK FACTOR: II Permit#: j '�ZoZ2 — (� Q L o � w* Address: 1,15•��SW clot, C.� o = N Q t-m# . U o Suite #: _ ^ V TM . . - Date: �/-//2,7--- o N N V By: : - , OFFICE COPY z i U CT L V . A . • t p O = F=— LO Q Q V 01 • --,, 'Lk 411) `. " -�.. _ _ .. : Z Z 0 J Z Z �' (n U SCOPE OF WORK SHEET LIST The City of Tigard and its �w- employees shall not be �' " — ~ v v N INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET responsible for discrepancies DRAWING BY V-2 SITE PLAN (AD. LIB) which may appear herein. ENPHASE ENERGY 12.54 KW DC & 9.834 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN (----,O PROFF S-4 STRUCTURAL DETAILS �6 I N£FSS/o DATE27_AUG 2022 PV MODULES: (33) SILFAB SOLAR SIL 380 HC 20211101S-5 STRUCTURAL CALCULATIONS & NOTES VALIDITY OF PERMIT 'P ?E-6 ELECTRICAL DETAILS (LINE DIAGRAM) THE ISSUANCE OFA PERMIT 950P PROJECT ID INVERTER(S): (33) ENPHASE IQ8PLUS-72-2-US E-7 ELECTRICAL CALCULATIONS & NOTES BASED ON CONSTRUCTION 0070B4 E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) DOCUMENTS AND OTHER OREGON ROOF TYPE: COMPOSITION SHINGLE - 2 LAYER(S) E-9 ELECTRICAL LABELS & LOCATIONS DATA SHALL NOT PREVENT `/qN 11, Z�l`ti SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-I0 ELECTRICAL DIRECTORY PLACARD (AD. LIB) THE CODE OFFICIAL FROM q� sk F, 09/01/2022 COVER SHEET REQUIRING THE CORRECTION qN RO`N\ OF ERRORS. ORSC 105.4 EXPIRES:12/31/24 SHEET NUMBER REVISON G-I 0 STES: I.ITE FOR NO PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NOI 0 N 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 FOR ANY METER UPGRADES, ENSURE THAT THE - UTILITY METER IS LOCATED WITHIN 'OFT OF THE AL-THE INFORMATION HERREINEIN C CONNTT AINED SHALL NOT BE USED FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A FOR THE BENEFIT OF AN R SHAONE EXCEPT ION LABEL SHOWING THE DISTANCE FROM THE FRONT DEVELOPER, LLC NOR sHALL IT BE DISCLOSED IN WHOLE OR IN PART TO CORNER OF THE HOUSE. OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, O LLC. SKYLIGHT NABCEP J N ❑ ❑ ❑ CERTIFIED J ,. ,,IBQX (N) ❑ PV INSTALLATION L - . - . . ; . . . + '+' +' +J140* + ' +'+'+ + + + + + + + + + + + + + ❑ ❑ PROFESSIONAL 1_0" �j, /� SCOTT A. GURNEY I'—ou #PV-0117719-015866 SC LAC IBC LAC gC LAC I @�c L ►C LAC 5C IF CHIMNEYION DEVELOPER, LLC 4801 N UNIVERSITY AVE #900 PROVO, UT 84604 RS2 ❑ ❑ ❑ 888.781.7074 SC IBC IBC 5C DAVID STANLEY CONRAD C-ELECTRICAL CONTRACTOR CI524 —T_ N ) JBOX o 11_0. A (N) ►: p! il' ►' .. — JBOX� T f + + + •� o 0 + + 4 + + + +T+ +T+ + + + + Q N D rr" Q F-- 3 i_2 i sC nC nC no C) 0 p� ^ = N Q r im (7�� U CDr 0 r� ^ ~ O N N N c)z • �c 5c 5, o o J r— cJn : Q J U Z = U Et D_ 4 U RLLJ Ep PRO o ; z a o c " RS I ���4��GINfF`S`S 1 ./per w = 0 N °' SKYLIGHT 9 950P zoo -I Z - RS3 OREGON UJ z Lo < 4 0 FRONT OF HOME -94gN ��� w\S- 09/01/2022 DRAWING BY RO ENPHASE ENERGY 11575 SOUTHWEST CLOUD COURT EXPIRES:12/31/24 SCALE: 1/8" = 1'-0" DATE o 2 4' 8' 6' 27 AuG-2022 SYSTEM LEGEND PROJECT ID (cN) (N) PV COMBINER PANEL d(N) (N)JUNCTION BOX 5# SUNEYE LOCATION ROOF SECTION SECTIONOO PV OTYMODULE AZIMUTH PITCH TSRF 0070B4 EIN (E) UTILITY METER / CRITERIA AND RSI 17 180 23 93% (N) (N)AC DISCONNECT ;•; FIRE SETBACK SPECIFICATIONS RS2 8 180 16 92% SHEET NAME N) (N) PV LOAD CENTER M I MAIN SERVICE PANEL LC ACD (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) RS3 8 180 23 92% 0 MAIN (E) MAIN SERVICE PANEL P (N) PV PRODUCTION DCAC (N) MICROINVERTER ROOF PLAN _A METER (N) PV MODULE SHEET SUB (E) SUBPANEL (N) (N) DC-DC / STRING N)( INVERTER (N) (N) DC DISCONNECT NUMBER BENISON S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7-PV MODULE PV RACKING SPAN AREA TAG SPAN JrPV MOUNTING RAIL ION RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION } rsi 1 1 pppggqJ PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. M m r ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. 17 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-CANTILEVER P-Y2 12.1 IN. MIN. - 16 IN. MAX. CONFIDENTIAL-THE INFORMATION SCALE: 3/8" = I'-0" I t HEREIN CONTAINED SHALL NOT BE USED 1 IL p: LANDSCAPE W Ji FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL LANDSCAPE-MODULE ORIENTATION M^ ig N ORIENTATION DEVELOPER, LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. NJ DISCLOSED IN WHOLE OR IN PART TO L X2- L XI OTHERS OUTSIDE RECIPIENTS ROOF SHEATHING TYPE: LUMBER AND PLYWOOD X-CANTILEVER L-X2 16 IN. MAX. ORGANIZATION, EXCEPT IN CONNECTION STRUCTURE TYPE: CONVENTIONAL FRAMING Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. WITH THE SALE AND USE OF THE RAFTER SIZE: 2x8 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION ON OF ION DEVELOPER, RAFTER SPACING: 24 LLC. ORIENTATION ARRAY PARAMETERS TOTAL ROOF AREA(SQ. 07 P-Y2 �AB C E P (S 65 TOTAL PV MODULE AREA(SQ. FT.) 650.1 -A %PV MODULE ROOF COVERAGE 22% L Y2 CERTIFIED OANDSCAPE ORIENTATION PV INSTALLATION P-YI sills' / PROFESSIONAL /�O . . SCOTT A. GURNEY #PV-0117719-015866 PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER, LLC SCALE: 3/8" = I'-0" / 4801 N UNIVERSITY AVE#900 PROVO, UT ® 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. o O Ct _ Q (V CD O Q H CV PV MODULE Z D _ D 5 0 CO U 00 (V U IY 0 r+0 N. I— Y D N _J ()) ci, U a - CLICKFIT RAIL °5 0 JEt ci_ Y U m0 W O o — 00 C.) 6„ t- CLICKFIT L-FOOT w = Cl) COW r .9 L.L.O Q 0 O Q Q U LLeL _ Z Z J Z — LU (E) COMP SHINGLE w Z in < - - J ROOF MEMBRANE ~ r LLJ r "' `c' l U7 O = to cV DRAWING BY �� COMP SHINGLE FLASHING ���p PROFFS ENPHASE ENERGY 22" MIN. �xc�'� �G I N EF St DATE DEPTH 5/16" ZINC PLATED STEEL 27-AUG-2022 a / LAG SCREW WITH 2-1/2" 9 950P MIN. EMBEDMENT IN TO (E) ROOF RAFTER OREGON PROJECT ID 0070134 ti DOFF DETAIL 9* 11, `O'c -k O STANDOFF SCALE: 3" = I'-0" �4N ROo1c, SHEET NAME 09/01/2022 STRUCTURAL DETAILS EXPIRES:12/31/24 SHEET NUMBER REVISON 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 I 0 N 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 PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B CONVENTIONAL FOR THE BENEFIT OF ANYONE EXCEPT ION CONVENTIONAL FRAMING DEVELOPER, LLC NOR SHALL IT BE PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF)(PG) 36 FRAMING - RAFTER DISCLOSED IN WHOLE OR IN PART TO 5/16"X 3-1/2" ZINC PLATED STEEL LAG FRAMING RAFTER 2X8 @ 24 PV ROOF ATTACHMENT FASTENER SCREW 2X8 @ 24 IN. O.C. - 1.8 1.8 OTHERS OUTSIDE RECIPIENTS BASE ELEVATION (FT) 53 DF #2 @12.5 FT. IN. O.C. -DF#2 ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD (PSF) 0.8 MAX SPAN @12.5 FT. MAX WITH THE SALE AND USE OF THE SPAN 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-I LLC. =Ps = (Cs)(0.7)(CE)(CT)(Is)(PG) TOTAL ROOF DEAD LOAD (PSF) 9.8 9.8 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-I ADJUSTED TO SLOPED ROOF (PSF) 10.7 10.1 STRUCTURE TYPE -ROOF SHAPE INHABITED - GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 IABCEP MIN. ROOF SLOPE (DEG.) 16 IMPORTANCE FACTOR (IS) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.3 3.1 CERTIFIED MEAN ROOF HEIGHT (FT.) 20 SLOPE FACTOR (CS) = 1.0 FIG. 7.4-I ROOF LIVE LOAD< ROOF SNOW LOAD (PSF) 26.0 26.0 PORTRAIT ATT. SPACING (IN. O.C.) 48 PS (PSF) = 26 OK TOTAL LOAD (PSF) 39.9 39.2 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 PROFESSIONAL # OF ATTACHMENT POINTS 76 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 - 2x8 DF #2 - 2x8 c„%/ J SCOTT A. GURNEY MAX. POINT LOAD (LBS / ATT.) 15.9 SECTION MODULUS (S)(IN"3) 13.14 13.14 ..../. I #PV-0117719-015866 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 31.8 MOMENT OF INERTIA(I)(IN"4) 47.63 47.63 ION DEVELOPER,LLC TOTAL LOAD ON MEMBER (W)(PLF) 79.9 78.4 4801 N UNIVERSITY AVE#900 PROVO, UT DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) MAX. MEMBER SPAN (L) (FT) 12.5 12.5 84604 DESIGN WIND PRESSURE (PSF) = P =OH(GCP)(YE)(YA) EQN. 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) EQN. 26.10-I SHEAR (Fv) (PSI) 180 180 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR(YE) = 1 TABLE 26.13-I AREA (A)(IN"2) 10.875 10.875 C-ELECTRICAL CONTRACTOR TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KB) = 0.99 FIG. 29.4-8 VP CI524 EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-I EQN. 26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) TOPOGRAPHIC FACTOR (KZT) = 1.0 EQN. 26.8-I OH (PSF) = 13.96 BENDING (FB)(PSI) 900 900 WIND DIRECTIONALITY FACTOR (KB) = 0.85 TABLE 26.6-I LOAD DURATION FACTOR (CO 1.15 1.15 SIZE FACTOR (CF) 1.20 1.20 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR (CR) 1.15 1.15 0 GABLE ROOF 7° < 0 5 20° ZONE 1 ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3 2B ALLOWABLE BENDING STRESS (PSI) 1428.3 1428.3 0 RAIL PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. Q N SOLAR PANEL PRESSURE EQ. FACTOR(YA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS (PSI) _ (wL"2)/(8(S)) 1425.1 1397.7 < f- N EXTERNAL PRESSURE COEFF. (GCP) = -2.0 -3.0 -3.6 0.7 100% OK 98% OK Z D U ASD PRESSURE (0.6P)(PSF) _ -13.40 -20.10 -24.12 13.03 LLJ 3 = ? C.)CV Q TRIBUTARY AREA(SQ. FT) = 11.6 11.6 8.7 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED V) co cV U MAX. UPLIFT (0.6D+0.6P) (LBS) = -134.3 -211.8 -193.7 - p re) N. ,-- ALLOWABLE DEFLECTION L / 180 L / 180 Y D N J U7 w U 0.833 IN. 0.833 IN. 0 N Q 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)(I) (W)(L)"4 / 185(E)(I) Z = U Cis U SOLAR PANEL PRESSURE EQ. FACTOR(YA) = 0.80 0.80 0.80 0.80 0.239 IN. 0.234 IN. _0 I- I- Q co to LU U EXTERNAL PRESSURE COEFF. (GCP) = -2.0 -3.0 -3.6 0.7 29% OK 28% OK I- m W O O ASD PRESSURE (0.6P)(PSF) = -13.40 -20.10 -24.12 13.03 MAX DEFLECTION CHECK -LIVE LOAD LU LU Cl) � Cl`TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L / 240 L / 240 CC I I- m Q C. - MAX. UPLIFT (0.6D+O.6P)(LBS) = -79.0 -124.5 -113.9 0 0.625 IN. 0.625 IN. O Q D U J z p _ wACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) (W)(L)"4 / 185(E)(I) Z z CO R N Z ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.203 IN. 0.199 IN. W Z Is, Q Ili -I CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED J U W STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 33% OK 32% OK N 0 = I to � N LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) = W = 1800(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 I2.3.3A 1957.5 LBS. 1957.5 LBS. FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 C EO PRopc ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 `� Rope, DATE LAG SCREW WITHDRAWL CAPACITY (LBS) = 760.0 �c� N£ s/O 499 LBS. 490 LBS. 2� AUG 2022 MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 211.8 MAX UPLIFT DEMAND (LBS) OK �� �� F� 26% OK 25% OK Kk PROJECT ID EGONoo70e4 �, SHEET NAME ��' la N ROwO\,Fy 09/01/2022 STRUCTURAL CALCS 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 STY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V 10 (I) 3 AWG THHN / THWN, CU. BLACK (LI) 39.9 A AC (MAX) 3 (3) 10 AWG THHN / THWN, CU. BLACK (LI) 15.7 A AC (MAX) 2 (I) 10 AWG 2C, NM-B W/G, CU. (LI, L2, EGC) 15.7 A AC (MAX) I (I) 12 AWG 2C, TC-ER, CU. (LI, L2) 15.7 A AC (MAX) (I) 3 AWG THHN / THWN, CU. RED (L2) 240 V AC (3) 10 AWG THHN / THWN, CU. RED(L2) 240 V AC FREE AIR 240 V AC (I) 6 AWG SOLID BARE CU. (EGC) 240 V AC (I) 4 AWG THHN / THWN, CU. WHITE (N) (I) 10 AWG THHN/ THWN, CU. GREEN (EGC) (I) 3/4 IN. EMT OR FREE AIR (RACEWAY)(I) 4 AWG THHN / THWN, CU. GREEN (EGC) (I) 3/4 IN. EMT ION (RACEWAY) (I) I 1/4IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR II (I) 3 AWG 3C, NM-B W/G, CU. (LI, L2, N, EGC) 39.9 A AC (MAX) 12 (I) 3 AWG 3C, SE-R W/G, CU. (LI, L2, N, EGC) 39.9A AC (MAX) FREE AIR 240 V AC (FREE AIR) 240 V AC CONFIDENTIAL-THE INFORMATION INTERIORINTERIOR HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER, LLC NOR SHALL IT BE ELECTRICAL LINE DIAGRAM (33)SILFAB SOLAR SIL-380 HC 20211101 PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION E 200A MAIN SERVICE PANEL NO MAIN BREAKER-NO MORE (N)JUNCTION BOX (33)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE (E)UTILITY THAN THAN 6 HANDLED SUPPLY-SIDE SOURCE CONNECTION (N)ENPHASE IQ COMBINER 3 (OPTIONAL-FOR UL 1741 LISTED RESPECTIVE EQUIPMENT, WITHOUT THE METER DISCONNECTS(NEC 230.71) MAIN SERVICE PANEL SERVICE ENTRANCE CONDUCTOR (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX WRITTEN PERMISSION OF ION DEVELOPER, TAP(NEC 230.82,NEC 705, NEC 230.46) LLC. (N)PV AC DISCONNECT /, • LOAD CENTER TYPE (N)2OA/2P , - . (I) (N)PV AC DISCONNECT 60A,24 N •- 60A,240V,2P °o°---=-R `_z n 0V,2P — r CIRCUIT 41111.11. �. LOCKABLE,VISIBLE OPEN NON-FUSED,LOCKABLE, ° ° Lz OF 13 NI SERVICE RATED VISIBLE OPEN =c.. �� MODULES L� NABCEP (E)LOADS INTEGRATED CERTIFIED 410 • O (N)50A/2P TO IQ ENVOY GATEWAY PV INSTALLATION ° I ° (N)JUNCTION BOX 0 PROFESSIONAL 120/240 VAC 60HZ (E)LOADS n '=}. SCOTT A. GURNEY SINGLE PHASE ���� 1 �, r' (N)20A/2P _ (I) #PV-0117719-015866 UTILITY —O �— " " N -,_ - L + CIRCUIT 411ION DEVELOPER,LLC SERVICE N ac -c OF 13 a., J MODULES � 4801 N UNIVERSITY AVE #900 PROVO, UT G G I ■� 888.781.7074 0 0 DAVID STANLEY CONRAD ~ (N)GEC PERMITTED TO O (N)JUNCTION BOX 0 C -ELECTRICAL CONTRACTOR cz RUN SEPARATELY I CI524 OUTSIDE RACEWAY IF (N)I5A/2P (1) SOLID BARE AND NOT n - EXPOSED TO PHYSICAL �—o�o `z 1 liiir CIRCUIT T��' OF 7 ����� DAMAGE �_Ecc� MODULES (E)GROUNDING [NEC 250.64(B)] — ELECTRODE SYSTEM —MIA-- V �. in O_ CC — 3 0 0Q (v CD O < I— (V Z CY U N w _ ? U O U 0 CV Li (I V I ZO c J_ (n (3 00 J r— () : Q Z I U asCY CL C.) O O 0 Z Q 0 D U ELECTRICAL LINE DIAGRAM NOTES Q 02 o 0 w 0 Q ? o < -2-- o w z z c o J z _ 00 w w z U Q - H LLU E^C.. c NI rt) U) w O = I— N DRAWING BY ENPHASE ENERGY DATE 27-AuG-2022 PROJECT ID 0070B4 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 (I) ION 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)(I)(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 > 20.0 OK OTHERS OUTSIDE RECIPIENTS PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-380 HC 20211101 ORGANIZATION,EXCEPT IN CONNECTION 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 EQUIPMENT,WITHOUT 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 I) = 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 = 15.7 A AC CERTIFIED VOC TEMP. COEFFICIENT -0.28 MAX CURRENT X125% = 20 A AC PV INSTALLATION SERIES FUSE RATING 20 PER NEC 690.8(B)(I)(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 �----y ST . ADJ. #PV000T117A71901586GURNEY6 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 IQ8PLUS-72-2-US AMB. TEMP. AMP. CORRECTION = NOT APPLIED 84604 TYPE 888.781.7074 MICROINVERTER ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 20.0 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 MUM START VOLTAGE (V) 30 CI524 MAXIMUM START VOLTAGE(V) 58 MAXIMUM INPUT CURRENT (ISC) (A) 15 CEC PEAK OUTPUT POWER (W) 298 JUNCTION BOX TO COMBINER BOX (3) MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX INVERTER OUTPUT CIRCUIT CURRENT = 15.7 A AC E NOMINAL (L-L) OUTPUT VOLTAGE 240 Q N CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) < I-- N CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN, CU. z D = w o = U SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 CIR 3 CONDUCTOR AMP. RATING @60°C = 35 A cn o N Q NUMBER OF MODULES PER CIRCUIT 13 13 7 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 EY o __Itoco 1_ DC POWER RATING PER CIRCUIT (STC)(W DC) 4940 4940 2660 AMB. TEMP. AMP. CORRECTION = 0.88 2 p N _J cn N v De) __IJ , TOTAL MODULE QUANTITY 33 PV MODULES ADJUSTED AMPACITY COMPLIANCE (A) = 24.64 > 15.7 OK 2 = U ix w Y v STC DC POWER RATING OF ARRAY 12540W DC RACEWAY SIZE / TYPE = 3/4 IN. EMT o p c j z Q _2 c v INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.73 15.73 8.47 CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.148 IN."2 Q 22 i o� 0o w 0: ! 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 19.66 19.66 10.59 CROSS SECTIONAL AREA OF RACEWAY(IN."2) 0.533 IN."2 w = coV CIRCUIT OCPD RATING (A) 20 20 15 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 40% > 28% OK o Q O p - ~ 39.93A Z Z w p J w - COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC u]- Z in <WI CD -4 y PV POWER PRODUCTION SYSTEM OCPD RATING (X125%) 50A COMBINER BOX TO MAIN PV OCPD (10) N cJ7 LL) R. Pi) Pr) (\i MAX. ARRAY STC-AC POWER (W) 9834W AC (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 39.9 A AC DRAWING BY MAX. ARRAY CEC-AC POWER (W) 11184W AC (CEC) MAX CURRENT X125% = 50.0 A AC ENPHASE ENERGY PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE / INSULATION / TYPE = 3 AWG THHN / THWN, CU. DATE VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.8 241.8 0.76% CONDUCTOR AMP. RATING @75°C = 100 A 27-AUG-2022 VRISE SEC. 2 (JBOX TO COMBINER BOX) 60 10 Cu. 2.3 242.3 0.94% # OF CONDUCTORS IN RACEWAY CORRECTION = NOT APPLIED VRISE SEC. 3 (COMBINER BOX TO P01) 23 3 Cu. 0.5 240.5 0.19% AMB. TEMP. AMP. CORRECTION = NOT APPLIED PROJECT ID TOTAL VRISE 4.5 244.5 1.89% OK ADJUSTED AMPACITY COMPLIANCE (A) = 100.0 > 50.0 OK 0070B4 * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. RACEWAY SIZE / TYPE = 11/4 IN. EMT SHEET NAME CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.389 IN."2 ELECTRICAL CALCS. CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 1.496 IN."2 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 40% > 26% OF SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS PHOTOVOLTAIC SYSTEM A AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 [NEC 690.54, NEC 690.13(B)] Rr. 'ID `Hu DO.:IN F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT A Y_3'.1/ TC,H FOP DISCONNECT SWITCH [NEC 690.56(C)]. ION - RATED AC OUTPUT CURRENT 39.94 SC LAR 'V '{S EM NOMINAL OPERATING AC VOLTAGE 240 V G FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION SOLAR PV SYSTEM EQUIPPED BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED Q��/A�I//A�RpN Nw�G�-s FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION YY/`1f1N�IVV B TERMINALS OF THE DISCONNECTING MEANS TURNRAPOSHUTD0WN SYSTEM IS CONNECTED. [NEC DEVELOPER, LLC NOR SHALL IT BE ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TO THE DISCLOSED IN WHOLE OR IN PART TO '0Fr POSITION TOA 690.56(C)] OTHERS OUTSIDE RECIPIENTS TERMINALS ON THE LINE AND [NEC 690.13(B), NEC 705.22] SHUT DOWN PVSYSTEM ORGANIZATION,EXCEPT IN CONNECTION AND REDUCE WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SHOCK HAZARD I RESPECTIVE EQUIPMENT, WITHOUT THE .,..,,.. IN THE OPEN POSITION "`"INTHEARRAY -,, WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED AT A,' C DEVICES IN CIRCUTS SUPPLYING POWER TO A MAIN SERVICE EQUIPMENT DENOTING THE IKIABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TO THIS BUILDING IS ALSO SUPPIJED LOCATION OF THE PV RAPID SHUTDOWN SYSTEM DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROOF MOUNTED SOLAR ARRAY. DISCONNECTING MEANS IF SOLAR ARRAY RAPID CERTIFIED SHUT DOWN DISCONNECT SWITCH IS NOT SOURCES:UTILITY GRID AND spJ1RARRAVRAPIDSHuroowNpsCorwecr GROUPED AND WITHIN LINE OF SITE OF MAIN PV INSTALLATION PV SOLAR ELECTRIC SYSTEM IS TED SERVICE DISCONNECTING MEANS. [NEC 705.10, PROFESSIONAL NEC 690.56(C)(I)] ,g,„ S GURNEY #PV-0117719-0158COTTA. 66 PLACED ADJACENT TO PV SYSTEM PLUG-IN -_pp I PERMANENT DIRECTORY TO BE LOCATED AT ION DEVELOPER,LLC AD TYPE BREAKER TO A BUSBAR FOR A LOAD ®WAR SOLAR ARRAY RAPID SHUTDOWN SWITCH 4801 N UNIVERSITY AVE#900 PROVO, UT 84604 POWER SOURCE SIDE CONNECTION. [NEC 705. 2(B)(3)(2)] POWER roTW DENOTING THE LOCATION OF THE SERVICE 3BUILDING13AL50 888 781 7074 I OUTPUT CONNECTION SUPPLIED FROM MAIN DISTRIBUTION EQUIPMENT LOCATION IF SOLAR ARRAY RAPID B SHUT DOWN DISCONNECT SWITCH IS NOT DO NOT RELOCATE THIS UTnTY DISCONNECT LOCATED GROUPED AND WITHIN LINE OF SITE OF MAIN DAVID STANLEY CONRAD OVERCURRENT DEVICE SERVICE DISCONNECTING MEANS. [NEC 705.10] C-ELECTRICAL CONTRACTOR C1524 D o R © co CI a © UTILITY El III El ElZ Et U W Ni METER (E) MAIN SERVICE PANEL W D _ Di U COMBINER BOX F- O N — U N U ^ter p �__.,__ CC . I� 1— ' 'j 7 -. l L O N J_ N in U �. :. ::a U O _I Q -- 'A (N)PV AC DISCONNECT (N) PV AC DISCONNECT _ Z = 4 LU 0 0•111.11M! rn U 0 O 2 Z Q � co ND O Lu V PV SYSTEMCC Ct a o`o` o,o, DISCONNECT(S)TO < 0 O � — 0 o of7 PV INVERTER Z_ Z [n 0 J Z — Q () W OUTPUT CIRCUIT(S) LLJ Z _ _ Lo �_ N EGO EGO EGc r� -� DRAWING BY ENPHASE ENERGY DATE 27-AuG-2022 LI NI L21 PROJECT ID 007084 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 SUFFICEINT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 4. UNLESS OTHERS SPECIFIED MINIMUM TEXT HEIGHT TO BE 8" (3MM). SHEET NUMBER BENISON E-9 0 'IDEI'JT'iFICATION OF POWER SOURCES I 0 IS 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 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 C A J T I 0 \ o V WRITTEN PERMISSION OF ION DEVELOPER, LLC. SOHCPS OF DOWFR , NABCEP PV POWER TO THIS BUILDING IS SUPPLIED FROM THE CERTIFIED FOLLOWING SOURCES WITH DISCONNECTS LOCATED PROFESSIONAL 1 AS SHOWN : �j.. /� SCOTT A. GURNEY #PV-0117719-015866 ION DEVELOPER, LLC ❑ 4801 N UNIVERSITY AVE #900 PROVO, UT 84604 ❑ ❑ I- 888.781.7074 ° ❑ m m DAVID STANLEY CONRAD o r m m _ Lv C -ELECTRICAL CONTRACTOR U C1524 ❑ m Ilm m 0 CI 0 m m m = D ❑ m I I m m . ,_ 0 i 0 0 0 0 om Li 0Nw <❑ m im z C.9` < CV ❑ 0 m 0 m = Z CC U (n PV ARRAY = 0 m D o = N a I m m 0 O C Q U 0 0 N J ( C U cw ( �� 3 •� 06 J r� in UTILITY SERVICE DISCONNECT— o I- 1- z a UTILITY SERVICE METER a G LT, o 0 w RAPID SHUTDOWN AC o = D o < = oc' DISCONNECT SWITCH Z a o o J z z (7 W >' w Z In Q H-- JU rn NO In Lo () U = lv to to N DRAWING BY ENPHASE ENERGY DATE 27-AuG-2022 PROJECT ID 0070B4 SHEET NAME ELEC. DIRECTORY SHEET NUMBER REVISON E-IO 0