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Plans 77001 NE COLUMBIA BLVD.PCR T D.g • OFFICE COPY B],B F smAr7flVs i s4am6Vo DROVInceeENnc..rcT CM4.TN WA LC It NAGEMNPT CITY OF TTGART . RED ROCK CREEK REVI1\VF1) FOR GUI COMPLIANCE COMMONS 01'(:: I I VALIDITY OF PERMIT Permit #: 13apacao- 00 ) `l& JUN 1 0 2020 THE ISSUANCE OF A PERMIT Address: O q4� U� �ku V is TY OF TIGARD BASED ON CONSTRUCTION 47.2 KW SOLAR PHOTOVOLTAIC SYSTEM Suite IN ! BU LDING DIVISION DOCUMENTS AND OTHER 11090 SW 68TH PARKWAY, TIGARD, OR 97223 By: _ rate; DATA SHALL NOT PhEVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 GENERAL NOTES CODES AND STANDARDS PROJECT INFORMATION SITE MAP SCOPE OF WORK: APPLICABLE CODES AND STANDARDS: PROJECT OWNER: - THIS PROJECT ENTAILS THE INSTALLATION OF SOLAR COMMUNITY PARTNERS FOR AFFORDABLE HOUSING,INC. PHOTOVOLTAIC(PV)MODULES,GRID-INTERACTIVE INVERTERS CONSTRUCTION TYPE:V-A 6380 SW CAPITAL HIGHWAY • - AND ASSOCIATED EQUIPMENT TO SUPPLY POWER DIRECTLY TO PORTLAND,OR 97239 W THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM OF THE OCCUPANCY:R•2 JILIAN SAURAGE FELTON • BUILDING. PH:503-293-4038UJ 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) E:jaeure268kpaMnc.or9 SOLAR ARRAY ry SYSTEM DESCRIPTION: 2014 OREGON SOLAR INSTALLATION SPECIALTY CODE(OSISC) CONTRACTOR: ® ® � /LLB SYSTEM AC CAPACITY IS 432 Mac RATED AT MAXIMUM LMC CONSTRUCTIONIMP ® Urn COMBINED OUTPUT AT THE INVERTER(S)TERMINALS.PV NATIONAL ELECTRICAL CODE 2017 ED 19200 SW TETON AVE ❑ `' Z CAPACITY IS 47.2 kWdC RATED AT STANDARD TEST CONDITIONS TUALATIN,OR 97223 • yyT Y 0 (STC). INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS(IEEE) CHRIS DUFFIN S 0 i PH: 503-6468523 (118)HANWHA O.PEAK DUO LG Md 5.3400WATT PHOTOVOLTAIC NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA) E:ch ®Mxmetrlclbncom 1 O V MODULES IEC 61215 CERTIFIED AND UL 1703 LISTED •0 V NATIONAL FIRE PROTECTION ASSOCIATION(NFPA 70E) SUBCONTRACTOR: A/ (1)SOLAREDGE SE432K-US INVERTER LISTED TO UL 1741 AND IMAGINE ENERGY I: COMPLYING WITH IEEE 1547. UNDERWRITERS'LABORATORIES.INC.(UL) 7001 NE COLUMBIA BLVD. Q PORTLAND OR 97218 • (59)SOLAREDGE P860 DC OPTIMIZERS INSULATED f.ARI F ENGINEERS ASSOCIATION(ICEA) PAT SCHELLERUP • PH:503.5932828 MODULE MOUNTING SHALL BF IRONRIDGE BALLASTED SOLAR AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI) CCB6167963 • N RACKING AT 10°TILT COMPLYING WITH UL 2703. IJ.. AMERICAN SOCIETY OF TESTING MATERIALS(ASTM) AUTHORITY HAVING JURISDICTION: INTERCONNECTION: NATIONAL BUREAU OF STANDARDS CITY OF TIGARD.OREGON THIS PV SYSTEM SHALL CONNECT WITH THE EXISTING 1164'=1• O ELECTRICAL SYSTEM AT ONE PLACE SPECIFIED AS THE POINT OF SAFETY ORDERS OF INDUSTRIAL ACCIDENT COMMISSION INTERCONNECTION,WHICH WILL BE THROUGH 150A PV BREAKER WITHIN THE MAIN DISTRIBUTION PANEL,600A,120208V,3PH,4W RULES OF THE NATIONAL BOARD OF FIRE UNDERWRITERS DRAWING INDEX VICINITY MAP RED ROCK SERVICE. LOCAL ORDINANCES OF THE STATE it DESCRIPTION CREEK THE PV SYSTEM IS INTENDED TO OPERATE IN PARALLEL WITHMS xa, ,� - .<.,. �• COMMONS THE ELECTRIC UTILITY SERVICE PROVIDER.ANTLANDNG LOCAL ORDINANCES OF THE COUNTY OR CITY. PV0.0 COVER SHEET PROTECTION MD HARMONIC LIMITS SHALL COMPLY WITH UL PV1.0 SITE PLAN H-m LTA Wp.W�. 47.2 KW SOLAR IN PROJECT 1741.IEEE 1547 AND IEEE 519. 5 Paa i,ob P *, PV2.0 WIRING DIAGRAM o m000e000 _. ._ 11S30 OYl MTH MM. PERMISSION TO OPERATE THE PV SYSTEM IS NOT AUTHORIZED PV3.0 WIRE CALLS =-- TIGARD,OR e= UNTIL FINAL INSPECTIONS AND APPROVALS ARE OBTAINED FROM PV4.0 DATA SHEETS _ -` _ un.ne.ew.ro. THE AUTHORITY HAVING JURISDICTION AND THE ELECTRIC S10 MOUNTING DETAILS 503-593.2820 PATBCIELLEBOP UTILITY SERVICE PROVIDER. - T . P5646.6pr,uprox.W.ir S2.0 RACKING DETAIL PROJECT LOCATION SYSTEM PARAMETERS S3.0 BALLAST LAYOUT G s COVER 1.HIGH TEMPERATURE:32°C Loll 2.LOW TEMPERATURE:-B°C : Na re a ..... 3.WIND SPEED:97 MPH I>' Prv,rw o.W 4.SNOW LOAD:25 PSF 5.EXPOSURE CATEGORY:C ♦exm . ' 6.ARRAY TILT:10° For PV System MY ..r. a,.. 7.ARRAY AZIMUTH:172'.100• j s .. 6.RACKING:IRONRIDGE BALLASTED aoWm w ..,.„„,,,,..-0 _ 9.ROOF MATERIAL:EPDM MEMBRANE ° Kn 10.ROOF STRUCTURE:OPEN WEB ROOF TRUSSES :i 0ven 12.ROOF PITCH:1' B BROW ARBVINII HEIGHT: w„ui..e a°a 12.ROOF PARAPET HEIGHT;44'4) 43'4 �'w.v°a'0. ` 13. 4E6 ' T coax wxxry 14.ROOF ORIENTATION 172',180' �-� v. L'-"� � y `1"�M >o x�e c� x N JU3T GUADAGNI 15.BUILDING USE TYPE:MULTIFAMILY RESIDENTIAL " "d.>. Tv o..Twa affTwY,, , NIS 0 Nr ' ....oza PVO.0 F......, VARIES 7001 NE COLLIABW BLVD. PORTLAND,OR e1218 EW *sopw.wre.1014, T TAG' WALIC[M/GELMFT 4' .411111, y 4li �_ , - M A� Y w a 4'-2' MT' 13'-10- B'-P 3'-2' � 1P-11' -2'/ 1 '--^YB(21) ARRAY C(8) — OA WM ail 41011 OM Awn ,tt L-`Y R R R R R R R C St n r � -- a `N �W i / �111 SG' LL Z 1 ARRAY D(27) I` 3•-2• ARRAY E(12) F 0 (n .0 g ARRAY F(11) - AM da 254i' 4'=Y O 0 tR INVERTER C („) I �1 DISCONNECT ELEVAO n/ b We R ON ELEVATOR LL OVERRUN ® k o Ean w t., — - I. L r n b ® RED ROCK MN. PfeNt. CREEK MN = ® COMMONS Fa FV System D 6 .�.1 Am w J a]KW sowl Pv 8DIECT i. .i/. a k nWB 6W®1R RCM. .� N TIGARD,OR 0= 111 PAT WVD 100011. 6NE91IDN MI , s SITE PLAN 's_ "�._ -0- � $ -e .,I..,.I ems, y ARRAY G(B) ARRAY X(IS) y�- N gd / 6'-3' / 13'3' 1'T-/ „ THESE 4 MODULES BELOW 75%TSRF, 1 1'A' 19'-3' 3'-T NOT ELIGIBLE FOR ETO (- MAIN DISTRIBUTION PANEL INSIDE BASEMENT ELECTRICAL ROOM 001 ARRAY SPECIFICATIONS BRIPM ARBIZIANI (118)HANWXA O.PEAK DUO L53400W PV MODULES N G JTNN GUADAGNI (1)SOIEDGE 5E432K-US INVERTER OlAS (59)SOLAREDGE P860 DC OPTIMIZERS mr.al . x .M IRONRIOGE BALLASTED RACKING 8]/2020 Mr TILT PV�-0 172'.180'AZIMUTH 11$'=4 7001 NE COL1t IA BLVD. PORIIAND.OR 972111 •lm.ma6Fwamnw F R PE, awe 1111163 vawe urrsarvr (2)STRINGS OF 13 (3)STRINGS OF 13 (1)STRING OF 14 (3)STRINGS OF 13 47.2 kW PV ARRAY (118)HANWHA 400W `N�suApq� ON ROOF � \ ��.�-._.1 PV MODULES 9a ' `/ /, (59)SOLAREDGE P860 DC OPTIMIZERS j.._._ #10 PV WIRE IN OPEN AIR 509I5 UNDER ARRAY •WIRE SIZING ON SHEET PV3.0 DC-1 DC-2 - -- --DC-1 (N)INVERTER'. SOLAREDGE ON ROOF, SE43.2K-US ; EAST SIDE OF 432KW� ELEVATOR 208 VAC 3PH 4W \ v 120A OUTPUT r OVERRUN INTEGRATED w DC DISCONNECT. w AC-1 (s) Yz 0 (N)200AAC c U o DISCONNECT 1 I o O0 AC-2 (N)200A AC q\ DISCONNECT 2. o\� ��-AC-3 RED ROCK CREEK COMMONS 1 Ora My safe w PROJECT (E)600A,MAIN F 1 1 3P llaeo sweaTN ROW DISTRIBUTION PANEL 150A ELECTRICAL< 208/120V,3PH,4W Tw.Nm,DBerm ROOM 001 INTERCONNECTION 3P PAT sosasaxa THROUGH 150A 600A o o w+....mn+ PV BREAKER- WIRING DIAGRAM TO GRID BRL N ARBIIIMII JIISTIN GUADAGNI _ DSO .. .PV2.0.__ NTS 7001 NE COLUMBIA BLVD. INVERTER SCHEDULE INVERTER I P°XDA O.OR 91210 SOURCE SCHEDULE OPTIMIZER PALm.GSBF 60.34A•310 MAKE SOLAREDGE HANWHA "°O""'�'-Y1Ei MODEL SE432KUS MAKE MAKE SOLAREDGE cc,.F„,O MODEL O.PEAK DUO-G5 MODEL P860 ""°`-WOC11 34 °` MAX DC VOLTAGE(VDC) 58200/19400 MPPT VOLTAGE RANGE(VOC) 400 SEE OPTIMIZER MAX OUTPUT CURRENT(A) 18 VOLTAGE RANGE FOR NOMINAL POWER(WDC) 400 MAX OUTPUT VOLTAGE(VDC) 85 POWER(VDC) 400 DC VOLTAGE OPEN CIRCUIT(VOC) 49 oGS0PEg1, MAX DC CURRENT INPUT(A) 135 DC VOLTAGE MAX POWER(VMP) 41.04 MAX INPUT CURRENT(A) 22 �/9, DC CURRENT SHORT CIRCUIT(ISC) 10.24 MAX SHORT CIRCUIT DC CURRENT(A) 11 TOTAL PV DC INPUTS 9 MAX(VOC)-TEMP CORRECTED 55.4 MAX INPUT VOLTAGE(VDC) 60 ,� BATTERY INPUT/OUTPUT NA MIN(VMP)TEMP CORRECTED 33.5 ROOF NOMINAL AC VOLTAGE(VAC) 208 VOC TEMP COEFFICIENT(%IDEG C) -0.27% MINIMUM STRING LENGTH 8 CONTINUOUS OUTPUT AC CURRENT PER PH.(AMPS) 120 PMAX TEMP COEFFICIENT(%IDEG C) -0.36% (OPTIMIZERS) MAXIMUM AC POWER OUTPUT 43200 NOM.OPERATING CELL TEMP.(DEG C) 43 MAXIMUMP ST)RING LENGTH 18 (kW) MAXIMUM POWER PER STRING 7,200 SERIES FUSE RATING N 90 9(A) 690.9(A) (WATTS) COMPLIANCE UL 1741 POWER TOLERANCE +5/-0 COMPLIANCE Ul 1703 RAPID SHUT DOWN COMPLIANT YES 690.12(2)(2) COMPLIANCE UL 1741 DC WIRE CALCS WIRE SECTION TO CHECK CONDUCTOR SPECS STRINGS MAX TEMP MAX1 CONDUCTOR CONDUCTOR ID FROM TO STRING IN OUTPUT CURRENT ADJ.VOLTAGE WAY CONDUCTOR CONDUCTOR TEMPERATURE VOLTS CONDUCTOR CONDUCTOR(S) CONDUCTOR LENGTH PARALLEL CURRENT (X 1.25) WINDOW LENGTH SIZE(AWG) RATING(C) RATING AMPACITY RESISTIVITY AREA DC-1 STRING 1.1.1 INVERTER 13 1 15 18.8 400 400 75 10 PV_WIREIRHW-2 90 1000 40 1.29 0.057 W DC-2 STRING 1.2.1 INVERTER 14 1 15 18.8 400 400 75 10 PV_WIRE/RHW-2 90 1000 40 1.29 0.057 W Ce ADJUSTMENT FACTORS CONDUIT SPECS COMPLIANCE 0 co AMBIENT AMBIENT LOAD CARRYING CONDUIT FILL VOLTAGE LARGEST DC Y 0 TEMP(C) HEIGHT ABOVE ADJ CONDUIT CONDUIT CONDUIT DESIGN AMPS CONDUIT ALLOWABLE ID ADJUSTMENT CONDUCTORS IN AMPACITY DROP% VOLTAGE ASHRAE.4% ROOF(IN) TEMP TYPE SIZE AREA AMPS CHECK FILL FILL HIGH TEMP) FACTOR CONDUIT ADJUSTMENT (<2%) DROP O O U DC-1 36.0 >718 36.0 1 EMT 0.75 2 100% 0.533 0.73% 19 O',k 31% 40% 0.73% Ce DC-2 36.0 >7/8 36.0 1 EMT 0.75 2 100% 0.533 0.73% 19 i O'k 31% 40% I 6LN AC WIRE CALCS WIRE SECTION TO CHECK CONDUCTOR SPECS RED ROCK MAX WIRE SIZE OF- CREEK OVER CURRENT LOAD CONDUCTOR CONDUCTOR COMMONS RUN IN OUTPUT CURRENT MAX.1-WAY NEUTRAL EGC CONDUCTOR CONDUCTOR(S) CONDUCTOR ID FROM TO PROTECTION VOLTAGE PHASE CARRYING CONDUCTOR TEMPERATURE VOLTS ".,z,,,0 PROJECTOLAR PV , PARALLEL CURRENT (AMPS X (AMPS) LENGTH(FT.) CONDUCTORS SIZE SIZE TYPE RATING(C) RATING AMPACITY RESISTIVITY 1.25) IN CONDUIT ONO WORTH WRY. TIGNR On wm AC-1 INVERTER AC DISCONNECT 1 1 120 150.0 150 208 3-PH 5 1/0 6 6 THWN-2/THHN CU 90 600 170 0.127 PAT tll I Fgry AC-2 AC DISCONNECT 1 AC DISCONNECT 2 1 120 150.0 150 208 3-PH 50 2/0 6 6 XHHW-MC-AL AL 90 600 150 0.159 Win+ AC-3 AC DISCONNECT 2 POI 1 120 150.0 150 208 3-PH 10 1/0 6 6 THWN-2/THHN CU 90 600 170 0.127 ADJUSTMENT FACTORS CONDUIT SPECS COMPLIANCE WIRE CALCS AMBIENT 1w.1 __-- TEMP(C) AMBIENT LOAD CARRYING VOLTAGE LARGEST AC CONDUCTOR ADJ CONDUIT CONDUIT CONDUIT FILL CONDUIT DESIGN AMPS CONDUIT ALLOWABLE ID ASHRAE. HEIGHT ABOVE ROOF ADJUSTMENT CONDUCTORS IN DROP% VOLTAGE AREA 40/,HIGH TEMP FACTOR TYPE SIZE CONDUIT CORRECTION AREA (<2%) AMPS CHECK FILL FILL DROP TEMP) AC-1 0.186 36.0 INSIDE/SHADED NA 1 EMT 1.5 3 100% 2.036 0.06% 120 Ok 32% 40% 0.98% AC-2 0.222 36.0 INSIDE/SHADED NA 1 FREE AIR 100% 0.79% 120 N/A NA _ AC-3 0.186 36.0 INSIDE/SHADED NA 1 EMT 1.5 3 100% 2.036 0.13% 120 00 32% 40% BRIM ARBRLwI JUSTIN GUADAGNI 2020 PV3.0 NTs 318'STAINLESS STEEL ROD ANCHORS(ATTACHED TO STUDS 55 18"O.C.) 1 5/8'GALVANIZED STRUTS 1'-0' T-4 1'-4" 1'-4" 6" rapt NE COILMBU BLVD. � P 4fl Fa.4y7te remrnsatr yt wAuet-nwiaxwrt 6,B" 19 ii ' 4 . som 12'48'45'CADDY BLOCKS yam" ^ ELEVATION VIEW 318'STAINLESS STEEL ROD 1'-4" V-4' 1'-4" 1'<' 6" ANCHORS(ATTACHED TO STUDS a 18"D.C.) 17)4545"CADDY BLOCKS 1' 1 SM GALVANIZED STRUTS PLAN VIEW Y W ik RACKING DETAIL-EAST SIDE OF ELEVATOR OVERRUN W \/SCALE:3/4"•V L.L U (/) z 0 INVERTER WITH CUSTOM SUN SHADE AC DISCONNECT O ° e 0 ct ir _ ct w m e_I GUTTER _ )/�-I SACRIFICIAL SLIP SHEET CONDUIT ' ROOFING BOOT MEMBRANE ROOFING SYSTEM RED ROCK ELEVATION VIEW 1/2"COVER BOARD CREEK COMMONS RIGID INSULATION(RSD) 02 KUR wECT �w+"awn nom SW NMI Htwr. STRUT TK:MD.CR YTQI ANCHOR PLATE AcrorweAnax Per 6036902MPAciANNA N/murreenaw NA ' '- - - - - - - - - - - - - - - MOUNTING 1 31' 1'1' 1'J' 1'�' 1'4' 6' VAPOR RETARDER DETAILS , ' r r ,.R, `1,„ # I I 1 i _ - 3)4'ROOF SHEATHING INVERTER I DLSCO" ENGINEERED WOOD TRUSS \ I II A 3.-5. ^ 6. 1��. I I PLAN VIEW ERLNNARBIZZ NI z JUSTIN GUADAGNI EQUIPMENT MOUNTING-EAST SIDE OF ELEVATOR OVERRUN Cc) ANCHOR DETAIL _ w.•ia vs :n rww / __- 8FYI8m SftI F:314'•1' SCALE:/1R'=1' _ Si.0 VARIES BLOCKS SPECIFIED FOR BX PROJECTS MUST MEET THE - ® FULL BLOCK (TWP.) FOLLOWNG SPECIFICATIONS: J► B'.t6%4" NOMINAL A u n. • MANUFACTURED PER ASTM C 1491 ` 7-7 4• •I'' ± _ I[7 • IF REQUIRED PER LOCAL SITE CONDITIONS, I Ih� i 1 o f�' i MANUFACTURED TO RESIST FREEZE-THAW PER II ASTM ICI -1 Z2 • WEIGHT::: 14z 17 LBS +/- 2 LBS FOR HALF nl :Y �Alialkl 1 Z li 2'-0' BLOCKS AND 28-34 LBS +/- 2 LBS FOR FULL I / `\�, I�T, , <,. -7, • WMPRESSIVE STRENGTH REQUIREMENT: 3000 PSI —lOCKS IL7� �I _ N,f • EACH CHASSIS CAN FIT UP TO 4 FULL BLOCKS, , AIS, s OR 8 HALF BLOCKS , II _= ) HALF BLOCK (1YP.) 2 ‘� 1 _ya3"'•`*rL. — 8"K16"k2' NOMINAL BALLAST BLOCKS 2_q- / 1'-1" MODULE FRAME w/ TOP CLAMP 0 , _ 1. 1 , �w b A d ��'� 0• PULL CLAMP 10. . ss„11 IR ' "ill111 '� 11 ��` 1•-18" i111 ' , I I - 7 nD L a as ...m.as - '�F "" "�II ' a4_a 9aa R - C�OBB OPO B3 I �t ® IRONRIDGE BX 1 SECTION DETAIL SCLLE.1-1/2•-t'-e SR0 SCALE'Y- 1'-P 'OD v E91 1 —to Ih_I— 1 IS T__.i-` ec' For PV Systarn Only all•'. R' -VIC x 7/91 HEX MX li rdpe.;.0, \ il ...,.._ MODULE FRAME ® CLAMP DETAIL ��—" oOL o r DRAWING INFO. p .:���� OQ�D�U�����CJ� w 'Dala & Lme 9/19/2019 9:45AM mOWSXIE a7.2a i [Prow ed/Appra Yed by MB NNW INDUSTRIAL MVO_RAYWMU,CA W9A6 .w5 da•can (Sheet Name I S20 •NOT€ 7001 NE COLUABIA BLVD. WICKING:IRONRIDGE BX DoNT AN DR OMB PRRAY TILT:10' 0.F00An9r0FFA.m2FN MODULE WEIGH:50.7 LBS FsopuearEermB.xEr MODULE DIMENSION:m.r139.4 BLOCK WEIGH:32.5 LBS VN kw t ameFSFYR ARRAY A (-_ E'���. .`�\ . -S.sownoti Q • �. F ��a L ARRAY B ',. ,... ARRAY I. Co ° a HLL�B>r�rA.9 �. IL p ©emu \` 'S NS Ns© e S ,/' EE © m Ip�El u= . a�u�u�E] q d ,1 11ai,I FR�EJ El El .-El If, ,ssw \\\. W 00\ W J. `ARRAr D / z oo v oARRAYS //' /Z "/::/% i 2/ A . ll I \\ \ 0 �t < %, f ..9ct 9 , v \\\�Ij II' \�a \� / Wy -.. \\\ ,, Eal—H C)' t�zzi .• s, '' \ �s, RED ROCK —� , p' 11 r. r1wg - CREEK Fa IN SW.,Ikly Q-I \\\ 0 L� \\\\\\\\\�\�\\� COMMONS p pin lIe,I E1IQ n.MEDLAR IN PROJECT Imo SM 06TH F%WY. --prra EJ F>f�urrE3 U IMMO,OR LIM ;,jjiii ' • BRLW ARBIRANI N O J- JSTIN GUA mum. BRROFO S3.O