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Plans L!,4,73l°,.!TY The City of Tigard and its Approved plans employees shall not be shall be on yob s t . AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS • N - _�,A GOVERNING CODES ION • I. ALL WORK SHALL COMPLY WITH ,4 s 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) .. } F 2018202 OREGON INTERNATIONAL RESIDEN FT EL CODE SPECI((IFC)TY CODE(ORSC) I3 2021 OREGON PLUMBING SPECIALTY CODE I AND ALL STATE AND LOCAL BUILDING.ELECTRICAL.AND PLUMBING CODES. 4" CONFIDENTIAL-THE INFORMATION F - W I {jj-w HEREIN CONTAINED SHALL NOT REVS w I 1, SITE CLASSIFICATION NOTES,OSHA REGULATION FOR THE BENEFIT OF ANYONE EXCEPT }� 't R;. OCCUPANCY CLASS: SFR DEVELOPER.LLC NOR SHALL IT BE A. _ �` �'q�B�,. CONSTRUCTION CLASS. V-B DISCLOSED IN WHOLE OR IN PART TC OTHERS OUTSIDE RECIPIENTS t `! - 'iI ZONING TYPE: RESIDENTIAL ORGANIZATION,EXCEPT IN CONNECT!( WITH THE SALE AND USE OF THE -666 ^ I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. RESPECTIVE EQUIPMENT.WITHOUT TH ., v ¢` am4` WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE WRITTEN PERMISSIONION DEVELOP! 2. THIS PROJECT HAS BEEN REVIEWED ANDLL. n .0. ^ •.i, ONTO NEARBY PROPERTIES AL ROADWAYS. LLC. IF' -=" - 3. ROOF ATTACHMENTS SHALL EBEDGE. SPACED AV GREATER THAN 24'ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3'OF A ROOF EDGE.HIP.SAVE.OR RIDGE OSSC 311I.5.3 ITEM 3.6 / ON4'7- 8_ ELECTRICAL CRITERIA,NOTES NABCEP r TEMPERATURE SOURCE: ASHRAE - - WEATHER STATION. PORTLAND HILLSBORO CERTIFIED _,ph EXTREME MIN.TEMPERATURE -B ,� ASHRAE 0.L%HIGH TEMP: 37 PV INSTALLATION �-, PROFESSIONAL ., -+ I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. ,. . ,SPV-011A71GURNE66 + 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 4 ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. ION DEVELOPER.LLC at '# Kw - t 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703.IEC61646,IEC61730. 4801 N UNIVERSITY AVE 8900 PROVO.I 84604 �"" - 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO _ ..0 LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. 888.781.]0]4 'lI5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL DAVID STANLEY CONRAD I - I. BE PROVIDED AS PER SECTION[NEC 110.26]. C-ELECTRICAL CONTRACTOR ]' .6 C1524 ` STRUCTURAL CRITERIA.NOTES DESIGN LOAD STANDARD. ASCE 7-16 •.."� WIND EXPOSURE CATEGORY: C Y _ WIND SPEED(3 SEC GUST): 96 MPH ,_181/866., SEISMIC SNOW LOAD: REF RECEIVED N n � - DESIGN ROOF SNOW LOAD: 25 PSF O = - .. SEISMIC DESIGN CATEGORY: D t ti .. SEISMIC RISK FACTOR: II S ! PH Vitt i N w of APR 2 v 2022 w a 2 0 CJ0. < - . ♦ CITY OF TIGARD m a N - 0 . BUILDING DIVISION o N N Z Q M X F < w 0 J d P ... . < m 2 w O w l OFFICE COPY 0 U . 0 a = o w Jo SCOPE OF WORK _ w r,am SHEET LIST N uo o, 1- DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET ENPHASE ENERGY V-2 SITE PLAN (AD. LIB) 6.46 KW DC&4.93 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN �n�0 PROFFS DATE S-4 STRUCTURAL DETAILS CI ` �5� G)Nf rp 6-04-2022 PV MODULES: (17)SILFAB SOLAR SIL-380 HC 20211101 S-5 STRUCTURAL CALCULATIONS& NR�OTTE}�S., 1' OF TIGARD ,�, �,� F4'9 INVERTER(S): (17)ENPHASE IQ7PLUS-72-2-US E-7 ELECTRICAL ELECTRICAL CALCULATIONS&ETAILS (LINE IA 0 %VIEWEll FOR ODE COMPLIA �9 95OP ` PROJECT ID 006MVM E-8 ELECTRICAL LOAD CALCULATIONS(AD. LIB) OREGON ROOF TYPE: COMPOSITION SHINGLE-I LA (&) OF PEMVIrr ELECTRICAL LABELS a LOCATIONA rOVed: I ✓ `1, SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLI 4H 111 2�ti ELECTRICAL DIRECTORY PLACARD ) 1 q�qN ROW�cy 04/18/2022 COVER SHEET THE ISSUANCE OF A PERMIT i BASED ON CONSTRUCTION , --fo,�2 DO SHEET NUMBERG-IREVISON Pcrmit#: � / EXPIRES:12/31/24 O DATA SHALL NOT PREVENT , Address ��?)' Irani / THE CODE OFFICIAL FROM - Suite#i • 'J REQUIRING THE CORRECTION By - A ,�_ Data 'I/"-i//'zz OF ERRORS.ORSC 105.4 - . 1 1� ION CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE US FOR THE BENEFIT OF ANYONE EXCEPT DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART T( OTHERS OUTSIDE RECIPIENTS ORGANIZATION.EXCEPT IN CONNECTII WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT TI WRITTEN PERMISSION OF ION DEVELOP LLC. NABCEP CERTIFIED❑ PV INSTALLATION ,JBOX ❑ PROFESSIONAL 'I -1 ❑ S.�,/' SCOTT A.TT GURNEY ION DEVELOPER,LLC `t.l' ilig 4801 N UNIVERSITY AVE#900 PROVO, k 8L604 /+' O DAVID RICALEY NTRACT 11l, 11 I i'b•. ' �� L C-ELECTRICAL CONTRACTOR W CI52L U :. Q i9 2 iir Q J A 7 O W N o CV p 2 N U U N LL . W Q S c, h cr O_ O N Q h m Q N M U 0. ❑ z rn n 3 O � � W 0 Q a W 0 Q CS o (N) a1h80x cc� E� Efp �y F w c• v ^ 4 r v) cn rn � c ,o 4.740, 9 950P DRAWING BY n`'I0 (N) a + / OREGON ENPHASE ENERGY ✓44 it 2G1� DATE ACD q�qN Row- �y oa/ls/zozz 16-oa-2022 EXPIRES:12/31/24 PROJECT ID 006MVM 3'-2" SHEET NAME N SITE PLAN SCALE: 3/16' = I'-0" SHEET NUMBER REVISON V-2 0 SITE NOTES: . ROOF ATTACHMENTS SHALL BE SPACED NO IOF1 GREATER THAN 24" ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP, EAVE, OR RIDGE OSSC 3111.5-3 ITEM 3.6 INFORHATiON SKYLIGHT HEREIN CONTAINED SHALL NOT BE LK FOR THE BENEFIT OF ANYONE EXCEPT DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART T OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTI WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT TI WRITTEN PERMISSION OF ION DEVELOF LLC. I_ NABCEP Qy o CERTIFIED _•gyp" APV INSTALLATION orzi-lioitinahralmomva, PROFESSIONAL IS•}j SCOTT A.GURNEY R,177C-01586f ir ION DEVELOPER,LLC �� 4801 N UNIVERSITY AVE lt900 PROVO. `• OBBB87810707L ,` DAVID STANLEY CONRAD A. C-ELECTRICAL CONTRACTOR O k CIS2L RSI o t' al �51 o--IN 104.44 • N Q ONO J N w0 JOOX WV' a. ollri NO CO d o Q Ct 4 .w , ,, m MI.-- Q N Va °o o®AcD® -o a o J o a a " o 'a PR FE 0 _ w N�� S i RS2 *GI p ouDoQa� E. o� W� 9 95OP . w -QAi L.OREGON 7 AD P 1 DRAWING BY 4z 4N II .2,0`L�* 04/18/2022 ENPHASE ENERGY SCALE: 1/8" = 1'-0" qN ___RON DATE EXPIRES:12/31/24 16-04-2022 SYSTEM LEGEND (N> O ROOF SECTION ROOF PV MODULE PROJECT ID I (N)PV COMBINER PANEL 90x (N)JUNCTION BOX g/ SUNEYE LOCATION SECTION OTY AZIMUTH PITCH TORE 006MVM CRITERIA AND GI(E)UTILITY METER/ (N) (N (N)AC DISCONNECT RSI 10 192 23 98% I (M PV LOAD CENTER ;•. FIRE SETBACK SPECIFICATIONS RS2 7 192 23 96% SHEET NAME MAIN SERVICE PANEL LC (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) INUNI(E)MAIN SERVICE PANEL 0(N)PV PRODUCTION UCAC (N)MICROINVERTER N ROOF PLAN METER (N)PV MODULE I(e)I(E)SUBPANEL I(N)1(N)DC-DC/STRING 3 6(N) SHEET NUMBER REVISON SU9 I I INVERTER (N)DC DISCONNECT S_3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA /// v. PV MODULE I O N PV RACKING SPAN AREA TAG SPAN rPV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL-PORTRAIT-MODULE ORIENTATION Q 1 I 1 I PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN.O.C.MAX. X� X� ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILE4VER P- 16 IN.MAX. d - O STANDOFF TYPE: L-FOOT 8 FLASHING %SPACING P-MIYI 37.E IN.MIN.-45.3 IN.MAX. 5/I6•X 3-1/2"ZINC PLATED PV ARRAY DETAIL,FRONT VIEW —P-X2 P-XI FASTENER: STEEL LAG SCREW Y-CANTILEAVER P-Y? 12.1 IN.MIN.-IA IN MAX. SCALE:3/8"=I'-0" 1 I CONFIDENTIAL-THE INFORMATION e l LANDSCAPE HEREIN CONTAINED SHALL NOT BE US STRUCTURAL y ORIENTATION FOR THE BENEFIT ANYONE EXCEPT RAIL-LANDSCAPE-MODULE ORIENTATION C DEVELOPER.LLC NORORSHALLLITIT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN.0-C.MAX. DISCLOSED IN WHOLE OR IN PART T ROOF SHEATHING TYPE' LUMBER X-CANTILEAVER L-X2 16 IN.MAX. L-X2 L-XI OTHERS OUTSIDE RECIPIENTS ORGANIZATION.EXCEPT IN CONNECT! 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 TI RAFTER SPACING: 24 PORTRAIT WRITTEN PERMISSION OF ION DEVELOF ORIENTATION LLC' ARRAY PARAMETERS TOTAL ROOF AREA (SO FT.) 334. �P-Y2 NABCEP TOTAL PV MODULE AREA(SQ.FT.) 334.9 %PV MODULE ROOF COVERAGE 23% L-Y2 f CERTIFIED LANDSCAPE 1 /�: ORIENTATION PV INSTALLATION P-YI PROFESSIONAL ' SCOTT A.GURNEY �S� S.Y PV ARRAY DETAIL,SIDE VIEW /' ION DEVELOPER,LLC SCALE:3/8"=I'-0" � 4801 N UNIVERSITY AVER900 PftOVO, 84404 888.781.707E 011 DAVID STANLEY CONRAD L-YI RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER CIS24 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. O CA O N PV MODULE N u Li N w� Q = CJ co tO N Q coa N n L) F D PA J (N V) CLICKFIT RAIL Z Z -) rn p 0 N Z CC 0 n H- 3 w 0 a C* K1 CLICKFIT L-FOOT < cd i m w LV N Li Z Z ON D J d 1JJj (E)COMP SHINGLE < CP w ROOF MEMBRANE N N rn F- v v mommonsa COMP SHINGLE FLASHING DRAWINGENPHASE ENERGY ���Ep PROFESS DATE 5/16"ZINC PLATED STEEL .�i/GINf �O 16-04-2022 LAG SCREW WITH 2-1/2" 47� �'� F43 9 IIIMPIPF MIN. EMBEDMENT IN TO 9 95OP f PROJECT ID (E)ROOF RAFTER 006MVM OREG N O STANDOFF DETAIL ,44e 11, 1- SHEET NAME SCALE: 3" = 1'-0" -9 , 04/18/2022 STRUCTURAL DETAILS 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 O MODULE MANUFACTURER/TYPE SILFAB SOLAR SIL-380 RC 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 G'0 SHINGLE 4.0 SOLAR MODULE WIDTH(IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-I6 SHEATHING LUMBER 2.3 LUMBER 2.3 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 US PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY C MANUFACTURED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(PC) 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. 1.0 TOP CHORD 2X4# 1.0 DISCLOSED IN WHOLE OR IN PART T( PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 O.C.-DF#2#7 FT. 24 IN.O.C.-DF#2 OTHERS OUTSIDE RECIPIENTS RACKING DEAD LOAD(PSF) 0.8 MAX SPAN #7 FT.MAX SPAN ORGANRATION.EXCEPT IN CONNECTII WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD(POE) 2.18 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-I6(CRC) RESPECTIVE EQUIPMENT.WITHOUT Ti- TOTAL PV ARRAY DEAD LOAD(PSF) 2.98 SLOPED ROOF SNOW LOAD(PSF) EON.7.4-I WRITTEN PERMISSION OF ION DEVELOP LLC. =Ps=(CS)(0.7)(CEXCTX1s)(PG) TOTAL ROOF DEAD LOAD(PSF) 7.3 7.3 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CD)= 1.0 TABLE 7.3-I ADJUSTED TO SLOPED ROOF(PSF) 8.0 8.0 STRUCTURE TYPE-ROOF SHAPE INHABITED-GABLE/FLAT ROOF THERMAL FACTOR(CT)= 1.0 TABLE 7.3-2 /'BCEP MIN.ROOF SLOPE(DEG.) 23 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-I ROOF LIVE LOAD<ROOF SNOW LOAD(PSF) 25.0 25.0 CERTIFIED PORTRAIT ATT.SPACING(IN.O.C.) 48 Ps(PSF)= 25 OF.. TOTAL LOAD(PSF) 36.2 36.2 PV INSTALLATION LANDSCAPE ATT.SPACING(IN.O.C.) 48 #OF ATTACHMENT POINTS 60 RAFTER/TOP CHORD MEMBER PROPERITES DF#2-2x4 OF#2-2X4 PROFESSIONAL MAX.POINT LOAD(LBS I ATT.) 10.4 SECTION MODULUS(S)(IN'3) 3.06 3.06 S•e.0,-y SCOTT A.GURNEY MAX. RPV-01I7719-0I5866 TOTAL PV DEAD LOAD TO RAFTER(LBS) 20.7 MOMENT OF INERTIA(1)(IN-4) 5.36 5.36 TOTAL LOAD ON MEMBER(W)(PLF) 72.4 72.4 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16(CRC) MAX.MEMBER SPAN(L)(FT) 7 7 4801 N UNIVERSITY AVE#900 PROVO. 84604 DESIGN WIND PRESSURE(PSF)=P=0H(GCPXYEXYA) EON.29.4-7 MODULUS OF ELASTICITY(E)(PSI) 1600000 1600000 888.70.7074 VELOCITY PRESSURE(POE)=OH=0.00256(K0(K2T)(KD)(KEXV'2) EON.26.10-1 SHEAR(Fv)(PSI) 180 180 TERRAIN EXPO.CONSTANT(A)= 9.5 TABLE 26.11-I ARRAY EDGE FACTOR(YE)= 1 TABLE 26.13-I AREA(A)(IN-2) 5.25 5.25 DAVID STANLEY CONRAD TERRAIN EXPO.CONSTANT(ZG)(FT)= 900 TABLE 26.11-I GROUND ELEVATION FACTOR(KE)= 0.99 FIG.29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE COEFF.(KH)= 0.90 EON.C26.10-1 EON.26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CB) (FBXCD)(CFXCR) C1524 TOPOGRAPHIC FACTOR(KZT)= I.0 EON.26.8-I OH(PSF)= 17.99 BENDING(Fa)(PSI) 900 900 WIND DIRECTIONALITY FACTOR(Ko)= 0.85 TABLE 26.6-1 LOAD DURATION FACTOR(Co) I.15 1.15 SIZE FACTOR(CF) 1.50 L50 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 GABLE ROOF 20°<0 s 27° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS(PSI) 1785.4 1785.4 O RAIL-PORTRAIT MODULE ORIENTATION 48 IN.O.C. 48 IN.O.C. 48 IN.O.C. 48/N.O.C. SOLAR PANEL PRESSURE E0.FACTOR(VA)= 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI)_(wl'2)/(8(S)) 1738.8 1738.8 N EXTERNAL PRESSURE COEFF.(GCP)= U.S -2.5 -3.6 0.7 04 97% OK 97% OK V) ASD PRESSURE(0.6PXPSF)_ -12.95 -21.58 -31.08 16.79 (/) o tV (...7 N TRIBUTARY AREA(SO.FT)= 11.6 11.6 8.7 MAX DEFLECTION CHECK-TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED 1 d N Q MAX.UPLIFT(0.6D+0.6P)(LBS)_ -129.1 -229.0 -254.1 ALLOWABLE DEFLECTION L/180 L 1180 = co N 0.467 IN. 0.407 IN. co < N N9 • 1-- RAIL-LANDSCAPE MODULE ORIENTATION 48 IN.O.C. 48 IN.O.C. 48 IN.O.C. 48 IN.D.C. ACTUAL MAX DEFLECTION (W)(L)'4/185(E)(I) (WXL)-4/185(E)(U 0.1 J N co U CC SOLAR PANEL PRESSURE EQ.FACTOR(vs)= 0.80 0.80 0.80 0.80 0.189 IN. 0.189 IN. Z O H < I EXTERNAL PRESSURE COEFF.(GCP)_ -1.5 -2.5 -3.6 0.7 41% OK 41% OK Q W ZO J rG P ASD PRESSURE(0.6P)(PSF)_ -12.95 -21.58 -31.08 16.79 MAX DEFLECTION CHECK-LIVE LOAD TRIBUTARY AREA(SO.FT)= 6.80 6.80 5.10 ALLOWABLE DEFLECTION L/240 L/240 Z O0 = W O W J V) MAX.UPLIFT(0.6D+0.6P)(LBS)_ -75.9 -134.6 -149.4 0.35 IN. 0.35 IN. 00D0 < i.4p ACTUAL MAX DEFLECTION (W)(LT4/185(EXN (W)(U'4/185(EXI) Z Z N O J 0- ROOF ATTACHMENT FASTENER CHECK NOS 12.2 0.163 IN. 0.163 IN. LU O LU !n W CLICKFIT L-FOOT-5/l6'X 34/2'ZINC PLATED W V) 1n Q STEEL LAG SCREW MANUFACTURER MAX.UPLIFT CAPACITY-359.6 LBS 47% OK 47% OK f- LU I P A O) F- F- J LAG SCREW WITHDRAWAL DESIGN VALUE(LBS)=W=IB00(G'3/2)(D'3/4) 12.2.1 MAX SHEAR CHECK V) V) P H Cr.- .7-, ROOF ATTACHMENT FASTENER(D)= 5/16 IN.LAG SCREW LUMBER SPECIFIC GRAVITY(G)= 0.5 TABLE 2.3.2 ALLOWABLE SHEAR PH(A) Fv(A) DRAWING BY FASTENER CITY 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 (w)(L)/2 (RXL)/2 _ WITHDRAWAL DESIGN VALUE(W)(LBS/IN.)= 266.0 BRED Po 254 LBS. 254 LBS. DATE LAG SCREW WIHDRAWAL CAPACITY(LBS)= 760.0 �G I N f�(.�`> 27% OK 27% OK 16-04-2022 MAX.ATT.WITHDRAWAL CAPACITY(LBS)= 359.6 > 254.1 MAX UPLIFT DEMAND(LBS) OK G7 ,� 9 950f- ! PROJECT ID 006MVM ORE N ✓ SHEET NAME 94qN 11,10ti�y o4/is/2022 STRUCTURAL CALCS 4N RO`N' SHEET NUMBER ORISON EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG OTY SIZE-♦ TYPE DESIGNATOR 1/V TAG OTY SIZE-• TYPE DESIGNATOR I/V TAG OTT SIZE-N TYPE DESIGNATOR I/V TAG OTT SIZE-A TYPE DESIGNATOR I/O 10 (I) SO AWG THHN/YAWN,CU. BLACK(LI) 20.6A AC(MAX) 3 (2) 10 AWG THHN/THWN.CU. BLACK(LI) 12.IA AC(MAX) 2 (I) 10 AWG THHN/THAN,CU. BLACK(LI) 12.IA AC(MAX) 1 (I) 12 AWG 2C.TC-ER.CU. (LI,L2) 12.IA AC(MAX) //:: - )I) 10 AWG THHN/THWN,CO. RED(L2) 240V AC (2) 10 AWG THHN/THWN,CU. RED(L2) 240V AC (I) 10 AWG TERN/THWN,CU. RED(L2) 240V AC (I) 6 AWG SOLID BARE CU. (EGC) 240V AC I■ (I) 10 AWG THHN/THWN,CU. WHITE(N) (I) 10 AWG THHN/THWN,CU. GREEN(EGC) (1) 10 AWG THHN/THWN,CU. GREEN(EGC) (I) 3/4 IN. EMT OR FREE AIR (RACEWAY) V (I) 10 AWG THHN/THWN,CU. GREEN(EGC) (I) 3/4 IN. EMT (RACEWAY) (I) 3/4 IN. EMT RACEWAY (1) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR EXTERIOR EXTERIOR II (1) 6 AWG THHN/THWN,CU. BLACK(LI) 20.6A AC(MAX) (I) 6 AWG THHN/THWN,CU. RED(L2) 2/.0V AC r (I) 6 AWG THHN/TOWN,CO. WHITE(N) CONFIDENTIAL-THE INFORMATION (I) 3/4 IN. EMT (RACEWAY) EXTERIOR HEREIN CONTAINED SHALL NOT BE USE FOR THE BENEFIT OF ANYONE EXCEPT 1 DEVELOPER.LLC NOR SHALL IT BE ELECTRICAL LINE DIAGRAM DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS (17)SILFAB SOLAR SIL-380 HC 20211101 PV MODULE(S) ORGANIZATION,EXCEPT IN CONNECT* IL 1703 LISTED WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE SUPPLY-SIDE SOURCE CONNECTION JUNCTION BOX (17)ENPHASE 107PLUS-72-2-US MICROINVERTER(S)(240V] WRITTEN PERMISSION OF ION DEVELOPE (E)UTILITY (E)I50A MAIN SERVICE PANEL MAIN SERVICE PANEL SERVICE ENTRANCE ENPHASE IQ COMBINER 3 LLC. (OPTIONAL-FOR tl 1741 LISTED METER (E)150A/2P MAIN DISCONNECT VISIBLE LOCKABLE LABELED(NEC E 230.82.NEC 705.NEC 230.46) JUNCTION BOX (PRCONDUCTOR CIRCUITS ONLY) CONDUCTOR SPLICE) (N)20A/2P �ABCEP PV AC DISCONNECT - (I) 60A,240V,2P,FUSED _ A CIRCUIT ..� CERTIFIED " (E)150A/2P LOCKABLE.VISIBLE OPEN � � r' N 1111 OF 10 ���� SERVICE RATED INTEGRATED , MODULES L PV INSTALLATION 2P OCPD FDR — -t J PROFESSIONAL (N)30A FUSES IS ENVOY (E)LOADS _ GATEWAY, cj" SCOTT A.GURNEY ISA MAX I 17 719-015 8 6E O O JUNCTION BOX ION DEVELOPER.LLC (20/240 VAC (E)LOADS _ 4801 N UNIVERSITY AVE.900 PROVO,L 60HZ .Y A _ (N)15A/2P - () 8460E SINGLE PHASE - 1 ��^ 1 888.781.7074 `VI CIRCUIT �.■ UTILITY 1 T " '_ \. OF 7 SERVICE ) "` _ MODULESPil L DAVID STANLEY CONRAD '/ T —� _F I —�J C-ELECTRICAL CONTRACTOR v C 152E 0 0 0 ` "`: I c� (N)6 AWG SOLID BARE COPPER(GEC)TO BE IRREVERSIBLY SPLICED TO EXISTING GROUNDING ELECTRODE SYSTEM.PERMITTED TO o RUN IN SAME RACEWAY AS SERVICE N TAP CONDUCTORS IF STRANDED. p (NEC 250.24,NEC 230.7,NEC 250.62) N W N W Q = O CC d p N Q m < N M n U E j AA -I (n w; Z ( D O H et < D_ Y L 1- Q u ZO J d U c ELECTRICAL LINE DIAGRAM NOTES E -co = LD LIJ o W J CO O U j 0 Q = p W Z 6 (] J Z �i D W N In Q N W Q O ♦_ W n J DRAWING BY ENPHASE ENERGY DATE 16-04-2022 PROJECT ID 006MVM SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON E-6 0 PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY/CONDUCTOR CALCULATIONS I O N TEMPERATURE DATA SOURCE ASHRAE MICROINV.TO JUNCTION BOX(I) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT= 12.1 A AC JURISDICTION CITY OF TIGARD .- WEATHER STATION PORTLAND HILLSBORO PER NEC 690.8(B)(2)(WITH 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 USE CONDUCTOR AMP.RATING 90°C= 30 A FOR THE BENEFIT OF ANYONE EXCEPT I DESIGNED MAX.SYSTEM VDROP/VRISE 2.00% AMB.TEMP.AMP.CORRECTION= 0.91 DEVELOPER.LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO ADJUSTED AMPACITY COMPLIANCE(A)= 27.3 > 12.1 OK OTHERS OUTSIDE RECIPIENTS PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-380 HC 20211101 RACEWAY SIZE/TYPE= 3/4 IN. EMT OR FREE AIR ORGANIZATION.EXCEPT IN WITH 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 RESTEN PER EQUIPMENT,WITHOUT THI MAXIMUM POWER VOLTAGE(VMP) 35.32 CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN.2 WRITTEN PERMISSION OF ION DEVELOPE C. MAXIMUM POWER CURRENT(IMP) 10.77 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE I)= 53% > 27% OK OPEN CIRCUIT VOLTAGE(VOC) 42.17 SHORT CIRCUIT CURRENT(ISC) 11.36 JUNCTION BOX TO JUNCTION BOX(2) XABCEP PMP/VMP TEMP.COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT= 12.1 A AC CERTIFIED VOC TEMP.COEFFICIENT -0.28 SERIES FUSE RATING 20 PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) PV INSTALLATION ADJ.MODULE VOC @ ASHRAE LOW TEMP 46.1 CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. PROFESSIONAL ADJ.MODULE VMP @ ASHRAE 2%AVG.HIGH TEMP 29.7 CONDUCTOR AMP.RATING @75°C= 35 A S.Y SCOTT A.GURNEY #OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 - / •PV-0I177I9-01586R INVERTER SPECIFICATIONS ENPHASE IQ7PLUS-72-2-US AMB.TEMP.AMP.CORRECTION= 0.88 ION DEVELOPER,LLC TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE(A)= 24.64 > 12.1 OK 4801 N UNIVERSITY AVEAO #900 PROVO.I 4 MAX.OR RECOMMENDED MODULE POWER(W) 440 RACEWAY SIZE/TYPE= 3/4 IN. EMT 888.781.7074 MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE(VOC) 60 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.063 IN.'2 MINIMUM START VOLTAGE(V) 22 CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN.'2 DAVID STANLEY CONRAD MAXIMUM START VOLTAGE(V) 60 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9.TABLE I)= 40% > 12% OK C.ELECTRICAL CONTRACTOR u52C MAXIMUM INPUT CURRENT(ISC)(A) IS CEC PEAK OUTPUT POWER(W) 290 JUNCTION BOX TO COMBINER BOX(3) MAX.CONTINUOUS OUTPUT CURRENT(A) 1.2t MAX INVERTER OUTPUT CIRCUIT CURRENT= 12.1 A AC NOMINAL(L-L)OUTPUT VOLTAGE 240 CEC WEIGHTED EFFICIENCY(%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) o CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 CONDUCTOR AMP.RATING @75°C= 35 A p NUMBER OF MODULES PER CIRCUIT 10 7 *OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 N N U V N DC POWER RATING PER CIRCUIT(STC)(W DC) 3800 2660 AMB.TEMP.AMP.CORRECTION= 0.88 L a = TOTAL MODULE QUANTITY 17 PV MODULES ADJUSTED AMPACITY COMPLIANCE(A)_ 24.64 > 12.1 OK CC a.. o N Q STC DC POWER RATING OF ARRAY 6460W DCD co RACEWAY SIZE/TYPE= 3/4 IN. EMT m a t N] 1 INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 8.47 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.106 IN.'2 f -, ^ J 0), 125%INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.13 10.59 CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.5331N."2 Z aix -J 3 CIRCUIT OCPD RATING(Al 20 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE I)= 40% > 20% OK O to y Z a ^ In COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 20.57A AC I- a w 0 J O P. PV POWER PRODUCTION SYSTEM OCPD RATING(XI25%) 30A COMBINER BOX TO MAIN PV OCPD(10) E 03 = W 0 W -3 4930W AC o LJ D o Q a o MAX.ARRAY STC-AC POWER(W) (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT= 20.6 A AC Z Z h J z 3 I 5762W AC MAX.ARRAY CEC-AC POWER(W) (CEC) Q < n - PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) N Q a' H' `' AC VOLTAGE RISE CALCULATIONS DIST(FT) COND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN.CU. DRAWING BY VRISE SEC. I(MICRO TO JBOX)` 28.8 12 Cu. 1.4 241.4 0.58% CONDUCTOR AMP.RATING @75°C= 35 A ENPHASE ENERGY VRISE SEC.2(JBOX TO COMBINER BOX) 55 10 Cu. 1.6 241.6 0.67% #OF CONDUCTORS IN RACEWAY CORRECTION= 1.0 '.. VRISE SEC.3(COMBINER BOX TO POI) IO IC.Cu. 0.5 240.5 0.21% CORRECTION DATE AMB.TEMP.AMP. = 0.88 16-04-2022 TOTAL ARISE 3.5 243.5 1.45% OK ADJUSTED AMPACITY COMPLIANCE(A)= 30.8 > 20.6 OK •8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE PROJECT ID TO COMPLY WITH VRISE CALCULATIONS. RACEWAY SIZE/TYPE= 3/4 IN. EMT 006MVM 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 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE I)= 40% > 16% OK ELECTRICAL CALCS. SHEET NUMBER REVISOR E-7 0 • ELECTRICAL FIELD-APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. � SIGN LOCATED ON OR NO MORE THAN 3 I O PHOTOVOLTAIC SYSTEM n [NEC 690.54,NEC 690.13(3)] 1 I FT FROM THE RAPID SHUT DOWN • A AC DISCONNECT A DISCONNECT SWITCH[NEC 690.56(C)]. RATED AC OUTPUT CURRENT 20.NA . . NOMINAL OPERATNGAC VOLTAGE 240 V ilia — D 1-6-1 FOR BUILDINGS WITH PV SYSTEMS.TO CONFIDENTIAL-THE INFORMATION BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USEI I l r WITH PV DISCONNECTING MEANS WHERE ALL H RRAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT I( DEVELOPER,LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS TURN PAM SHUTDOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TO THE ELECTRIC SHOCK HAZARD . .P TO 690.56(C)1 OTHERS OUTSIDE RECIPIENTS TERMINALS ON THE UNEAND [NEC 690.13(B),NEC 705.22] SHUT 00M/W EN SYS) fr4 ORGANIZATION,EXCEPT IN CONNECTIOI HOO(NZ RESPECTIVE EQUIPMENT, ITHO TH WITH THE SALE ANO USE OF TE LOAD SIDES MAY THE BE—._IN THE OPEN POSITION _. _IV THE ARRAY WRITTEN PERMISSION OF ION DEVELOPEI LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED AT I C I DEVICES IN CIRCUTS SUPPLYING POWER TO A II MAIN SERVICE EQUIPMENT DENOTING THE NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM POMPTOTWITIMCRSNAUDAM'tlm LOCATION OF THE PV RAPID SHUTDOWN SYSTEM DUAL POWER SUPPLY MULTIPLE SOURCES.[NEC 705.I2(C)] MONAR ® 1M 00FACUNTa0ARMY. DISCONNECTING MEANS IF SOLAR ARRAY RAPID CERTIFIED SHUT DOWN DISCONNECT SWITCH IS NOT SOURCES:UTILITY GRID AND Aa"RA�^YR"p0®1'^°O1MN°1°°°�'E GROUPED AND WITHIN LINE OF SITE OF MAIN PV INSTALLATION PV SOLAR ELECTRIC SYSTEM WLorw1t<u SERVICE DISCONNECTING MEANS. [NEC 705.10. PROFESSIONAL NEC 690.56(C)(1)] S.�/ /1 ST . U #PVCO-0117TA719G-015A6RNEY6 ION PERMANENT DRECTRY TO BE LOCATED m• I D I TYPEE BREAKER ETO A BUSBARS SFOR A LOAD n SOLAR ARRAYIRAP DOSHUTDOWN SWITCH AT 48T1 N UN Rs TY AVEE#900CPROVO,U POWER SOURCE SIDE CONNECTION,[NEC 705.12(BX3)(2)1 MINER TO MO BOUM 8A20 DENOTING THE LOCATION OF THE SERVICE e4604 I OUTPUT CONNECTION =PPLW RAO)LYNIORII�MOR EQUIPMENT LOCATION IF SOLAR ARRAY RAPID BB8.781.7074 SHUT DOWN DISCONNECT SWITCH IS NOT ITO NOT RELOCATE THIS 17WffOMG91IiCfWCA1® GROUPED AND WITHIN LINE OF SITE OF MAIN DAVID STANLEY CONRAD OVERCURRENT DEVICE SERVICE DISCONNECTING MEANS. [NEC 705.10] C-ELECTRICAL CONTRACTOR C1524 III El O © ❑A E El © O,, © © ©UTILITY F❑ N U U N METER (E)MAIN SERVICE PANEL CD J x COMBINER BOX . U d d .0N Q co r I __Lll _ N N CO Q 4 N) n U ® _ ^ i r (N)PV AC DISCONNECT Z 0 ' O' N J ?�L .4 C5 O,C o Cn Q Cl) Z .4 I."- nu T LLI ®0 W PV SYSTEM 0 U 0 0 m Q U F DISCONNECT(S)TO V_ = Q = C.P /--/®� PV INVERTER z N J_ Z u d d OUTPUT CIRCUIT(S) W (n u7 Q V) CO _ _ _ _ _ _ I\ nNPF • _ DRAWING BY ENPHASE ENERGY DATE l»I„I 16-04-2022 PROJECT ID 006MVM 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 5. SHALL BE OF SUFFICEINT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 4. UNLESS OTHERS SPECIFIED MINIMUM TEXT HEIGHT TO BE;'(3MM). SHEET NUMBER REVISOR 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) CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USE FOR THE BENEFIT OF ANYONE EXCEPT I DEVELOPER,LLC NOR SHALL IT BE DISCLOSED iN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTIO WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THI C A U T 0 \ - Ni' „ L T I • L E WRITTEN PERMISSION OF ION DEVELOPS LLC. SOURCES OF POW - NABCEP POWER TO THIS BUILDING IS SUPPLIED FROM THE CERTIFIED PV INSTALLATION FOLLOWING SOURCES WITH DISCONNECTS LOCATED PROFESSIONAL AS SHOWN: SCOTT A.GURNEY #PO-011,719-015 8 66 ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO,84604 i 7 U 888.781.]BI.]074 Q DAVID STANLEY CONRAD J C-ELECTRICAL CONTRACTOR ❑ ❑ ❑ Q C1624 El 0 J oV) LLI Z = o • O I— W N cn Ct D W U U PV ARRAY o B0 CC 0_ c5 N a _ oo i� Lc) m Q n U -- Z 0 I CC ElACD ElO Q W O J d O t c = W O W H n CD U RAPID SHUTDOWN AC MAIN DISTRIBUTION z Z o o a 3 DISCONNECT SWITCH UTILITY DISCONNECT W o N G W ( w 0' 0- AD N En 0, I- :. v DRAWING BY ENPHASE ENERGY DATE 16-04-2022 PROJECT ID 006MVM SHEET NAME ELEC. DIRECTORY SHEET NUMBER REVISON E-I0 0