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Plans PHOTflVflI Ti• r� !?nOF MOUNT SYSTEM ee ENERGY E. I H E® PORTLAND,OR 97214 1339 SE 8TH AVE, 19 MODULES-ROOF MOUNTED - 7.60 kWDC, 6.0 kWAC PPORTLhone- ND,OR FEE 316-5786 2 4 2022 Contractor#OR CCB#:195141 16819 SW APPLEDALE RD, BEAVERTON, OR 97007 USA REVISIONS sl I Y UF'TIGARD DESCRIPTION DATE REV PROJECT INFORMATION: SYSTEM SUMMARY: GOVERNING CODES: 1LIILnING DIVISION OWNER: ALEX KANG SYSTEM SIZE : 7.60 KWDC • 2020 NATIONAL ELECTRICAL CODE (NEC) ADDRESS: 16819 SW APPLEDALE RD, BEAVERTON, OR 97007 SYSTEM SIZE :6.0 KWAC 2619 OREGON FIRE CODE (OFC) COUNTY: WASHINGTON COUNTY N 19 HANWHA SOLAR DUOM - + 4 2019 OREGON STRUCTURAL SPECIALTY APN: 2S106DA17600 (N) Q.PEAK L G10 ( 00W)MODULES OFFICE COPY CODE (OSSC) COORDINATES: 45.42335,-122.84987 (N)01 -SOLAREDGE SE6000H-US INVERTER CUST. PHONE N/A (N) 19 SOLAREDGE POWER OPTIMIZERS (P401) ELECTRICAL CONTRACTOR BUILDING DATA: SINGLE FAMILY RESIDENTIAL (E)225A MAIN SERVICE PANEL WITH (E)200A MAIN BREAKER, PGE . APPLICABLE CODES: 2021 OESC&2019 SIDEOSS (N)60A RAPID SHUTDOWN INITIATION DEVICE, NEMA 3R, 2P,240V FINANCING: N/A (N) SOLADECK CI"j OF TIGARD Approved plans CLIMATE DATA SOURCE: PORTLAND/HILLSBORO IEvjEWED FOR ODE COMPLIANCE shall be on job site. Approved: ( SHEET INDEX DESIGN CRITERIA: OTC: [ I PV-0 COVER SHEET GENERAL NOTES: WIND SPEED:96 MPH (ASCE 7-16) MST7jOZZ�" p06S� PV-1 OVERALL SITE PLAN RISK CATEGORY: II T'crmit#: -2 ROOF PLAN WITH MODULES 1. PV SYSTEMS AND SUPPORTING STRUCTURE SHALL COMPLY WIND EXPOSURE CATEGORY: B Address: itp�11 SW AT PV 3 STRING LAYOUT WITH REQUIREMENTS OF 2021 OESC&2019 OSSC. ROOF SNOW LOAD:25 [ PV-4 FRAMING PLAN 2. 3111.3.2-PV RACKING AND ATTACHMENTS SHALL BE UL 1703 ROOF TYPE: COMP SHINGLE Suite #: PV-4.1 ATTACHMENT DETAIL& By: Date: y PROJECT NAME CERTIFIED. NUMBER OF LAYERS:-01 � CLAMPING METHOD 3. 3111.3.4-PV SYSTEM SHALL HAVE A FIRE CLASSIFICATION ROOF FRAME: PRE-ENGINEERED TRUSSES @ 24"O.C. PV-5 ELECTRICAL LINE DIAGRAM THAT IS EQUAL TO OR GREATER THAN THE ROOF ASSEMBLY STORY:TWO PV-6 WARNING LABELS REQUIRED BY OSSC SECTION 1505.1. 4. 3111.4.3-3111.4.7-PV LAYOUT SHALL NOT RESTRICT EGRESS, W a LIGHT VENTILATION, OR ROOF DRAINAGE REQUIREMENTS. C.) O 5. 3111.4.8.1 -GENERAL PATHWAY REQUIREMENTS: • 36"WIDE PATHWAY SHALL NOT BE REQUIRED ON (sum Z W 0N O STRUCTURES WITH APV ARRAY AREA OF1,000sFOR LESS:12A :`' PROJECT SITE ARRAY LOCATIONS - o IY (.0 W INSTALLED ON A ROOF WITH A SLOPE THAT EXCEEDS 2:12 AND WITH AN INTERSECTING ADJACENT ROOF AND WHERE NO in WIDTH.SECTION IS LARGER THAN 150 FEET MEASURED IN LENGTH ORLI z o • WHERE PV ARRAY DOES NOT EXCEED 25%AS MEASURED IN 3b0ro PortlandQ 0 O PLAN VIEW OF TOTAL ROOF AREA OF A STRUCTURE,A I edar MINIMUM OF 12"UNOBSTRUCTED PATHWAY SHALL BE Nt#, I.„ MAINTAINED ALONG EACH SIDE OF ANY HORIZONTAL RIDGE. I1 J. .. , . . ,... .; (/) W • WHERE THE SOLAR ARRAY EXCEEDS 25%AS MEASURED IN —.. `ave C g x ) �' PLAN VIEW OF TOTAL ROOF AREA OF THE STRUCTURE,A 1''I ': X Z W W MINIMUM OF ONE 36" UNOBSTRUCTED PATHWAY SHALL BE `� J co CO < PROVIDED IN ADDITION TO A MINIMUM 12"UNOBSTRUCTED "` ALONG EA. SIDE OF ANY HORIZONTAL RIDGE. VALIDITY OF PERMIT a �~ �,: I 6. ROOF STRUCTURE IS CONVENTIONAL LIGHT FRAMED WOOD THE ISSUANCE OF A PERMIT 16819 S -�piiedale R( 4 CONSTRUCTION WITH PRE-ENGINEERED TRUSSES @ 24" O.C. BASED ON CONSTRUCTION ' DOCUMENTS AND OTHER Tigard ` '� I REFER TO ALLOWABLE SPAN REQUIREMENTS IN TABLE 305.4.1. # '.; 7. 3111.4.8.5.1 DISCONNECTS,J-BOXES, COMBINER BOXES OR DATA SHALL NOT PREVENT y`'`"' GUTTERS SHALL NOT BE PLACED IN ANY REQUIRED PATHWAY THE CODE OFFICIAL FROM PROJECT OR CUTOUT. ; 8. 3111.5.3.1 -TOTAL SYSTEM WEIGHT SHALL NOT EXCEED 4.5 REQUIRING THE CORRECTION / 4y,,.x 4 N/A PSF. PV MODULES AND RACKING SHALL BE DIRECTLY OF ERRORS.ORSC 105.4 .. ATTACHED TO ROOF FRAMING AS SHOWN IN PV 2. (4r 1 T SHEET NAME ATTACHMENT SPACING WILL BE 48"O.C. MAX,AND WHEN �� .*. ATTACHMENT LOCATED WITHIN 3'OF ROOF EDGE, HIP, EAVE, .. -` N 'o ff , {(- I COVER SHEET RIDGE SHALL BE 24"O.C. MAX. LIABILITY 9. 3111.5.4 MAX MODULE HEIGHT< 18"OFF ROOF SURFACE. The City of Tigard and its .W, employees shall not be SHEET SIZE ANSI B ( CovER SHEETresponsible for discrepancies which may appear herein. VICINITY MAP ^ AERIAL VIEW ^ SHEET NUMBER O SCALE: NTS. SCALE: NTS SCALE: NTS PV- 0 PROJECT DESCRIPTION: ELEMENTAL ROOF DESCRIPTIONee ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES ENERGY 19 HANWHA SOLAR Q.PEAK DUO ML-G10+(400W)MODULES ROOF TYPE COMP SHINGLE 1339 SE 8TH AVE, 01 SOLAREDGE SE6000H-US INVERTER ROOF#3 ROOF ARRAY ROOF TILT AZIMUTH hone-(ND,OR 97214 19 SOLAREDGE POWER OPTIMIZERS (P401) TILT Phone 541)316-5786 (04) HANWHA SOLAR Q.PEAK DUO ML-G10+ Contractor#ORCCB#:195141 (400W) MODULES #1 39° 39° 270° REVISIONS SYSTEM SIZE: 7.60 KWDC 6.0 KWAC ROOF#2 #2 39° 39° 90° DESCRIPTION DATE REV NOTE:*CHECK WITH CITY/COUNTY OR LAND (10) HANWHA SOLAR Q.PEAK DUO ML-G10+ #3 39° 39° 180° SURVEYOR FOR ACCURATE PROPERTY LOCATION. (400W) MODULES NOTE: *ARRAY TILT FOLLOWS ROOF STRUCTURE. SUNEYE LOCATION _ (E) FENCE ROOF#2 TILT-39° -- (E)GATE (TYP.) ELECTRICAL CONTRACTOR PROPERTY LINE —95.36' AZIM.-90° W ° o o - - ° ° - - ° ° °—°—° ° ° - - o ° - - o ° e—e° ° ° - - ° ° - - ° ° °-- 7-7-7 --° ° , - - . ° 0-- ° 1°l o -—° ° ° 7 - -1- - - I. • IN 1- I aI.Oct 0-I. 1 I. I I I PROJECT NAME ❑ ❑ I ( 0 . CI❑ ❑ I a I. 28'-7" - 8'-5" I-- N U W 18 . 0 1.1J W J o 0 t I• I I Q - 0 tY N- W ❑ CII 0 W J Q CL 0 Q O o y. i• EXISTING I a- z CC N J I• DRIVEWAY IW Q > (N -J 0 -+ H X °' < Z D ROOF#3 I� ( J r _ _ _ _ _ _ _ _ _ M TILT-39° ' a L _ INV RSID UMW AZIM.-180° O i i o —95.36_1_ _ _ _ _ _ _ ' ROOF#1 PROPERTY LINE PROJECT I TILT-39° M ROOF#1 - AZIM.-270° N/A (05) HANWHA SOLAR Q.PEAK DUO ML-G10+ SUNEYE LOCATION (400VV) MODULES SHEET NAME SUNEYE LOCATION OVERALL SITE PLAN (N) SOLAREDGE SE6000H-US INVERTER (EXTERIOR) (N)60A RAPID SHUTDOWN INITIATION SHEET SIZE ANSI B DEVICE(EXTERIOR) OVERALL SITE PLAN (E) UTILITY METER (EXTERIOR) 1 (E)225A MAIN SERVICE PANEL WITH SHEET NUMBER SCALE: 1/8"= 1' 0" (E)200A MAIN BREAKER(INTERIOR) PV-1 MODULE TYPE, DIMENSIONS & WEIGHT BILL OF MATERIALS al) ELEMENTAL 19 MODULES NUMBER OF MODULES= EQUIPMENT QTY DESCRIPTION ENERGY MODULE TYPE = HANWHA SOLAR Q.PEAK DUO ML-G10+ (400W) HANWHA SOLAR Q.PEAK DUO ML-G10+ 1339 SE 8TH AVE, PORTND,OR 214 MODULES SOLAR PV MODULE 19 (400W)MODULES Phone---((541)316�5786 MODULE WEIGHT=48.50 LBS/22.0 KG. INVERTER 01 SOLAREDGE SE6000H-US INVERTER Contractor#OR CCB#:195141 MODULE DIMENSIONS=73.98"X 41.14"=21.14 SF OPTIMIZERS 19 SOLAREDGE POWER OPTIMIZERS(P401) REVISIONS UNIT WEIGHT OF ARRAY AVERAGE =2.29 PSF JUNCTION BOX 3 SOLADECK JUNCTION BOX DESCRIPTION DATE REV GENERAL NOTES: (E) PRE-ENGINEERED TRUSSES @ 24"O.C. RAPID SHUTDOWN 1. CONDUIT IS DIAGRAMMATIC. FINAL ROUTING TO BE INITIATION DEVICE 1 60A RAPID SHUTDOWN INITIATION DEVICE DETERMINED BY INSTALLER. ROOF#2(10) HANWHA SOLAR Q.PEAK DUO ML-G10+ PV BREAKER 1 40AMP 2 POLE PV BREAKERS (400W)MODULES MICROBOLTS 19 UNIRAC MICROBOLTS MICRO MNT BND ROOF#2 T-BOLT(008013S) TILT-39° AZIM.-90° PASS THRU KITS 3 DC PASS THRU KITS 5'-7" -/ 24'-11" 9'-2" )' RAIL 12 UNIRAC SM LIGHT RACKING-168"SECTION ELECTRICAL CONTRACTOR SPLICE KIT BND SPLICE BAR PRO SERIES c�� I � SPLICE 4 MILL(303019M) I -4 --t--- --- - - I . 1 MID CLAMPS SM BND MIDCLAMP DK SS I �__4__i-_--__t -- j �� MID CLAMP 21 (302029C) I i I 1 i I 1 I � r END CLAMPS SM ENDCLAMP K CLR AL 1 1 I �� END CLAMP 49 302026C ( ) T f I T T �� ATTACHMENT 69 UNIRAC FLASHKIT PRO ATTACHMENT 1 T + WITH TALL L-FOOT 1 Pli N GROUNDING LUG 11 UNIRAC GROUNDING ILSCO LAY IN LUG T � (GBL4DBT) j , M PROJECT NAME I ❑ I MIA— II S z I w W W w i - J U oLi � V rn� 1 i t --�- - � W oorY � wO . 1 l —I \ - - ROOF#3 0 CD W p v I+ I I TILT-39° n NW _J Q T •\\,, — — — AZIM.-180° Z 4L Q o- Z o • 1 � _ - • o 0 - 0 < O o0 m 1 4 t � l Q� I• 1 Q z I- — > J W I ❑ 1 ❑ t o 1 1 1\ w (n W N zo I I I 1 I \ X °� Q Z D FIRE PATHWAY I W co W 0 ,� 11'-7" - / 13'-11" / 14'-2" INv RSID UM Q CO Q N-ROOF#1 / (N) (69) UNIRAC FLASHKIT PRO TILT-39° - ROOF#3 ATTACHMENT SPACING @ 24"&48" O.C. AZIM.-270° 04 HANWHA SOLAR Q.PEAK DUO ML-G10+ ROOF#1 (400W) MODULES (05) HANWHA SOLAR Q.PEAK DUO ML-G10+ LEGEND (400W) MODULES PROJECT UM UTILITY METER (N) UNIRAC SM LIGHT RAIL N/A 225A MAIN SERVICE PANEL MSP WITH 200A MAIN BREAKER SHEET NAME ARRAY AREA& ROOF AREA CALC'S (N) SOLAREDGE SE6000H-US INVERTER RSID RAPID SHUTDOWN AREA OF ROOF (EXTERIOR) INITIATION DEVICE ROOF PLAN WITH AREA OF NEW ARRAY (PLAN VIEW) TOTAL ROOF AREA (N)60A RAPID SHUTDOWN INITIATION INV INVERTER MODULES (Sq.Ft.) (Sq.Ft.) COVERED BY ARRAY% DEVICE (EXTERIOR) JB SOLADECK 401.58 1784 23% (E) UTILITY METER (EXTERIOR) SHEET SIZE 23% ROOF AREA(ARRAY<25%OF ROOF AREA) CHIMNEY ANSI B (E) 225A MAIN SERVICE PANEL WITH (E)200A MAIN BREAKER (INTERIOR) 0 PIPE VENT ROOFPLAN WITH MODULES4 ATTIC VENT SHEET NUMBER 1 SCALE: �H�� = CONDUIT RUN PV-2 (19) HANWHA SOLAR Q.PEAK DUO ML-G10+ (400W) MODULES )' 73.98" ,r ELEMENTAL (19) SOLAREDGE SE6000H-US INVERTER - * EE) ENERGY (19) SOLAREDGE POWER OPTIMIZERS (P401) Cr 1339 SE 8TH AVE, PORTLAND,OR 97214 Phone-(541)316-5786 Contractor#OR CCB#:195141 (01) STRING OF 10 MODULES & (01) STRING OF 09 MODULES CONNECTED IN SERIES PER STRING REVISIONS PHOTOVOLTAIC MODULES DESCRIPTION DATE REV HANWHA SOLAR Q.PEAK DUO ROOF#2 (10) HANWHA SOLAR Q.PEAK DUO ML-G10+ ML-G10+(400W)MODULES (400W) MODULES FIRE PATHWAY STRING#1 - ELECTRICAL CONTRACTOR I / r la ` PROJECT NAME Na 0 ❑ UJ OZ w o v U ro uJ z W Z w o 0 z o _I W -I d o Lu _ m z (Thin �` lij - W (Co 0 w u W W J Q IZ cv II O rt 0- Z- o CD It O ❑ \�' T \ z Z ii: 0 D-- < O F- U iio . < CD �' w X ° Q ZCI) D W op W i —I (D coQ (r) Q - ��- -- 9 PROJECT ® N/A ROOF#3 SHEET NAME ® (04) HANWHA SOLAR Q.PEAK DUO ML-G10+ (400W) MODULES STRING LAYOUT i ROOF#1 (05) HANWHA SOLAR Q.PEAK DUO ML-G10+ SHEET SIZE (400W) MODULES ANSI B LAYOUTSHEET NUMBER 4 (i \)STRING STRING#2 - (N)SOLADECK(TYP.) PV-3 .-I SCALE: 3/16" = 1'-0" . ee ELEMENTAL ENERGY 1339 SE 8TH AVE, PORTLAND,OR 97214 Phone-(541)316-5786 Contractor#OR CCB#:195141 EAVE RAKE REVISIONS I 1 I I 1 1 I 1 1 I 1 I I 1 I `, DESCRIPTION DATE REV 1 1 1 1 1 -1 I - .,-- ----1 ``` LU 11 I 1 I 1 I 1 I 4 1 ;' > III> ��A 1 i� I ` w Mi it il Q I MO I N/ ELECTRICAL CONTRACTOR RAKE I Ca I 1 ktA 10 �... •I RAKE i 11744\ 1- ,<, w 1 �I ' Na- +-� -.--1 C� `� > 1 1 II I - T + I t \N fit ,[_-__ I I I I I I� ___ ° l t PROJECT NAME 101 b l I I 1 I RAKE I I I I I° I I \ \ I 1 1 1 1 ' I I 1 , 11 A FRAMING PLAN 4 EAVE P�-4 W a 1,...PV-4 SCALE: 3/32 1 -0 z W o0 W —1r` o rn 0 co — (E)PRE-ENGINEERED TRUSSES 24"O.C. @ (E)PRE-ENGINEERED TRUSSES @ 24"O.C. W W 0 Q � r z ° •# SOLAR MODULE z Q CL I O > SOLAR MODULE W (n (n in NI J W � W � D coco CO < • • • J • f- I� 7 W c co O co PROJECT M p N/A N N O O ? N co N N N SHEET NAME EXTERIOR LOAD EXTERIOR LOAD BEARING WALL FRAMING PLAN BEARING WALL I ♦ ♦ ♦ ♦ SHEET SIZE } T ` ` ` ` ` ' ANSI B B SECTION DETAIL f c\SECTION DETAIL SHEET NUMBER \V� SCALE: 3/32" = 1 0 PV-4 -4 SCALE: 1/8" = 1'-0" - 1 ELEMENTAL COMP SHINGLE ROOF al) ENERGY 1339 SE 8TH AVE, PORTLAND,OR 97214 Phone-(541)316-5786 Contractor#OR CCB#:195141 I� REVISIONS itDESCRIPTION DATE REV G , PV MODULES _ Fig,2: Installation options for crystalline Q CELLS modules.All dimensions are given in mm.Also observe the maximum test loads and clamping range as specified on the following page. O C• The illustrated installation options apply for both horizontal and vertical module orientation. `�, [I Module ' Clamp i Subconstruction [I Mounting profile � (R�Sss ENLARGE VIEW ELECTRICAL CONTRACTOR TYPE OF MODULE POINT MOUNTING SYSTEM LINEAR MOUNTING SYSTEM .. INSTALLATION ��A `` G\���� INSTALLATION Q.PEAK DUO ML-G10 ,r II p WITH CLAMPS Q.PEAK DUO ML-G10+ P C Q.PEAK DUO ELK ML-G10 20 too �� Q.PEAK DUO BLK ML-G10+ Q.PEAK DUO ML-G10.a Q.PEAK DUO ML-G10.a+ Q.PEAK DUO ELK ML-G10.a Q.PEAK DUO BLK ML-G10.e+ u a - PROJECT NAME ATTACHMENT DETAIL (i) SCALE: NTS. - OLzb HYBRID Q.PEAK DUO ML-G10 L-- , /L1 IX h.CLAMPING Q.PEAK DUO ML-G10+ 1eo•2`50 0LL 0 Q.PEAK DUO BLK ML-G10 Z Ui 0 O Q.PEAK DUO BLK ML-G10+ Q.PEAK DUO ML-G10.a LLI J ' CDQ.PEAK DUO ML-G10.a+ 0) '^ Q.PEAK DUO ELK ML-G10.a Q.PEAK DUO BLK ML-G10.a+ o Et h./ Iii 3. END/MID CLAMP "°"°i LL!CI) 0 Q PV MODULES 1 O^- Z a y.� INSTALLATION Q.PEAK DUO ML-G10 CI- ON MOUNTING Q.PEAK DUO ML-G10+ Q O 8 Q POINTS Q.PEAK DUO BLK ML-G10 39Fi 5 I. 395.5 Q.PEAK DUO BLK ML-G10+ 4 x Mounting 4 x Mounting Ilbk Q.PEAK DUO ML-G10.a Pointsnts SS SERRATED FLANGE NUT Q.PEAKDUOML-G10.a+ °� W N 11111 Q.PEAK DUO BLK ML-G10.a Q.PEAK DUO BLK MI-G10.a+ L-FOOT Feu �2 J CO Q INSTALLATION Q.PEAK DUO ML-G10 NOT PERMITTED ¶ F _ a WITH INSERTION Q.PEAK DUO ML-G10+0PROFILES Q.PEAK DUO BLK ML-G101uIiiI 10O.PEAK DUO BLK ML-G10+ COMP SHINGLE ROOFQ.PEAK DUO ML-G10.a Q.PEAK DUO ML-G10.a+ , UNIRAC SM LIGHT RAIL Q.PEAK DUO BLK ML-G10.a I ■■ Q.PEAK DUO BLK ML-G10.a+ SS SERRATED T- BOLT , Pl P2 PROJECT %.��/ Imo__ A N/A 2.5" MIN. _ SHEET NAME (E) PRE-ENGINEERED EMBEDMENT = ATTACHMENT PRE-ENGINEERED TRUSSES @ = UNIRAC FLASHKIT PRO DETAIL & CLAMPING 24"O.C. N.= METHOD 5/16" STAINLESS STEEL LAG BOLT SHEET SIZEANSI B WITH 2-1/2" MIN. EMBEDMENT AND SS EPDM ENLARGED VIEW WASHER i3)CLAMPING METHOD SHEET NUMBER 2 I BUILDING STRUCTURE3 SCALE: NTS. SCALE: NTS PV-4. 1 DC CONDUCTOR SCHEDULE AND CALCULATIONS LL—i_: “L:I'sr\L TAG LOCATION DESCRIPTION EQUIPMENT #OF STRING OUTPUT CURRENT(A) #SERIES #C.CARRYING WIRE WIRE COND. COND. AMBIENT MULTI DERATED 1-WAY VD OCPD NEUTRAL GROUND CONDUIT CONDUIT ENERGY WIRE RUN FROM HOME RUN ID STRING ISC(OPTIMIZER) 690.8(A)(1) VOLTAGE(V) RUNS CONDUCTORS SIZE TYPE MATERIAL RATING(A) TEMP #COND. (A) L(FT.) % RATING SIZE SIZE TYPE SIZE 1339 SE 8TH AVE, DC1 PV STRING TO SOLADECK STR 02 15 18.75 480 1 2 10 AWG PV WIRE CU 35 0.94 1 32.90 35 0.23% N/A N/A 6 AWG FREE AIR N/A PORTLAND,OR 97214 DC2 SOLADECK TO INVERTER SOLADECK 02 15 18.75 480 2 4 10 AWG THWN CU 35 0.94 0.80 26.32 75 0.49% N/A N/A 10 AWG EMT 3/4" Phone-(541)316-5786 Contractor#OR CCB#:195141 MAX VOLTAGE DROP: 0.72% REVISIONS AC CONDUCTOR SCHEDULE AND CALCULATIONS DESCRIPTION DATE REV TAG LOCATION DESCRIPTION EQUIPMENT #OF STRING OUTPUT CURRENT(A) #SERIES #C.CARRYING WIRE WIRE COND. COND. AMBIENT MULTI DERATED 1-WAY VD OCPD NEUTRAL GROUND CONDUIT CONDUIT WIRE RUN FROM HOME RUN ID STRING INV.OUTPUT 690.8(A)(1) VOLTAGE(V) RUNS CONDUCTORS SIZE TYPE MATERIAL RATING(A) TEMP #COND. (A) L(FT.) % RATING SIZE SIZE TYPE SIZE CURRENT AC1 INVERTER TO POI INVERTER - 25 31.25 240 1 2 8 AWG THWN CU 50 1.00 1 50.00 10 0.14% 40 10 AWG 10 AWG EMT 3/4" MAX VOLTAGE DROP: 0.14% ELECTRICAL CONTRACTOR INTERCONNECTION 120% RULE - NEC 705.12(D)(2)(3)(b) UTILITY FEED + SOLAR BACKFEED 200A+ 40A=240A BUSS RATING x 120% 225A x 120% = 270A 10 MODULES W/OPTIMIZERS BI-DIRECTIONAL UTILITY CONNECTED IN SERIES PER STRING#1 METER 1-PHASE,3-W, PROJECT NAME 120V/240V TO UTILITY GRID L1L2 N #10 • • • #2 #1 W � - + + - + � ---- - 0 U (E)200A/2P MAIN BREAKER Z W O O + -71 m 7 (INTERIOR) W J O QO c N W (E)MAIN SERVICE PANEL, LU O (N)40A/2P PV BREAKER 200A RATED, 120/240V W _1 < a_ 225A--o--{ (INTERIOR) 0 O SOLAREDGE SE6000H-US(240V) 09 MODULES W/OPTIMIZERS OUTPUT:240 VAC,25A � Q - 99%CEC WEIGHTED EFFICIENCY CONNECTED IN SERIES PER STRING#2 (N)60A RAPID SHUTDOWN z r NEMA 3R,UL LISTED,INTERNAL GFDI INITIATION DEVICE, NEMA -o WITH INTEGRATED DC DISCONNECT 3R,240V(EXTERIOR) < CO L\I \/\Z (N)SOLADECK,(TYP.) -° #09 #2 #1 x Q Z 00 W o_ - - L _0�° DC--- o \492,!1/4 Q o CO Q r + + 0 ca V mmo C� -0 �/ 0 -N ACN --o ill -- C' 10001 I PROJECT IGEC N/A - SOLAREDGE POWER OPTIMIZER P401 RATED DC2 GROUNDING SHEET NAME DC INPUT POWER-401 WATTS DC1 AC1 ELECTRODE SYSTEM 3/4"EMT MAXIMUM INPUT VOLTAGE-48 VDC (1)10 AWG PV WIRE+RED (2)8 AWG THWN MPPT RANGE-8 TO 48 VDC (1)10 AWG PV WIRE-BLACK (2)10 AWG THWN+RED (1)10 AWG THWN NEUTRAL ELECTRICAL LINE MAXIMUM OUTPUT CURRENT-15 ADC (1)6 BARE CU GND (2)10 AWG THWN BLACK (1) 10 AWG THWN GND DIAGRAM STRING LIMITATIONS-8-25 OPTIMIZERS, (1)10 THWN GND IN 3/4"EMT CONDUIT 5700 WATTS STC PER STRING MAXIMUM SOLAREDGE OPTIMIZERS SHEET SIZE GENERAL NOTES: ANSI B ELECTRICAL LINE DIAGRAM 1. CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL 1 LOCAL OR NATIONAL CODE REQUIREMENTS AND SHEET NUMBER EQUIPMENT INSTALLATION INSTRUCTIONS. \/ 5 \\ SCALE: NTS 2. SEE PV-6 FOR LABELING REQUIREMENTS " _" )t' 4" ELEMENTAL WARNING:DUAL POWER SOURCES PRESENT. \ ENERGY 7600 WATT PHOTOVOLTAIC ARRAY LOCATED ON ROOF. 1339 SE 8TH AVE, PORTLAND,OR 97214 ' 411 MAIN SERVICE DISCONNECT LOCATED INSIDE AT HOUSE _ Phone-(541)316-5786 /r MAIN SERVICE PANEL.AC DISCONNECT AND RAPID Contractor#ORCCB#:195141 X SHUTDOWN INITIATION DEVICE LOCATED OUTSIDE NEXT REVISIONS PHOTOVOLTAIC POWER 3„ TO METER' ` DESCRIPTION DATE REV LOCATION: METER QUANTITY:1 TWO POWER SOURCES PRESENT.SECOND SOURCE DC DISCONNECT SOURCE IS A PV ARRAY.MAIN SERVICE / ` DISCONNECT LOCATED IN THIS PANEL.AC = SOLAR PV SYSTEM N DISCONNECT AND RAPID SHUTDOWN MAXIMUM SYSTEM VOLTAGE (VOC): 480V DC INITIATION DEVICE LOCATED OUTSIDE NEXT EQUIPPED WITH ELECTRICAL CONTRACTOR TO METER. MAXIMUM CIRCUIT CURRENT (ISC): 30A DC LOCATION: INTERCONNECTION PANEL QUANTITY:1 RAPID SHUTDOWN LOCATION: SOLAR DC DISCONNECT QUANTITY:1 SOLAR ELECTRIC PV PANELS PROJECT NAME ,—IV 5.25" _ LO 2" 'I U Et o RAPID SHUTDOWN SWITCH - ` TURN RAPID SHUTDOWN LU N- o 00 SOLAR AC DISCONNECT - SWITCH TO THE "OFF" — act N- W FOR SOLAR PV SYSTEM 240VAC25AAC w o a POSITION TO SHUT CL • DOWN PV SYSTEM AND 0 Q o o 121 \_ LOCATION: AC DISCONNECT QUANTITY:1 Z F.". I.. , W N LOCATION: RSD INITIATION DEVICE QUANTITY:1 IN THE ARRAY X CD < z D w � W 0- CO CO < 3 ., Q 4 LOCATION: MAIN SERVICE DISCONNECT QUANTITY:1 411 4„ -- PROJECT W :.A R N G //t\ WARN IN G N/A WARNINGT SHEET NAME ; ELECTRIC SHOCK HAZARD _ ELECTRIC SHOCK HAZARD //// \ WARNING LABELS c\I N INVERTER OUTPUT CONNECTION THE DC CONDUCTORS OF THIS THE CONDUCTORS ON THE LINE AND c I PHOTOVOLTAIC SYSTEM ARE LOAD SIDES MAY BE ENERGIZED IN SHEET SIZE DO NOT RELOCATE THIS ANSI B 1 UNGROUNDED AND MAY BE ENERGIZED THE OPEN POSITION. OVERCURRENT DEVICE ` • ` SHEET NUMBER LOCATION: SOLAR DC DISCONNECT QUANTITY:1 LOCATION: SOLAR DC DISCONNECT QUANTITY:1 LOCATION: BACKFED BREAKER QUANTITY:1 PV-6