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Plans (4) AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS `§ S � '�"' _ $ t ION GOVERNING CODES I. ALL WORK SHALL COMPLY WITH: _ 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) - •- x s 2022 OREGON STRUCTURAL SPECIALTY CODE(OSSC) ,w:, i' }, s= 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) 44 � g ns, 2018 INTERNATIONAL FIRE CODE(IFC) -_ % :,. s*i 3 - 2021 OREGON PLUMBING SPECIALTY CODE .� ° --" .,, CONFIDENTIAL-THE INFORMATION � , AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. a�;� HEREIN CONTAINED SHALL NOT BE USEDOf- j'u ,.; FOR THE BENEFIT OF ANYONE EXCEPT ION DR, SR DISCLOSEDEVELOPE IN LLC WHOLENOR OR INAL PI_ TBE O ....... ,,,, - SITE CLASSIFICATION NOTES,OSHA REGULATION OTHERS OUTSIDE RECIPIENTS OCCUPANCY CLASS: SFR ORGANIZATION,EXCEPT IN CONNECTION } CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE i it m ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. ♦ys L. I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE r c ONTO NEARBY PROPERTIES OR ROADWAYS. ���``\ 4 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER /,.'-� J THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC 1 { 1 ' 3111.3.5.3 ITEM 3.2 1 JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY OESC 690.34 —,N ► :CEP` ! 1! Q M ELECTRICAL CRITERIA,NOTES a - r c ,= ;, - --- TEMPERATURE SOURCE: ASHRAE ' ,z�,' - - - WEATHER STATION: PORTLAND HILLSBORO ~ worrwauWY ,.`� ;max EXTREME MIN. TEMPERATURE: -8 OFFICE COPY4110011771501586 '"` - x x, * - ASHRAE 0.4%HIGH TEMP: 37 a * r a, +- ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO,UT 11 -�t ='r'� ,� " I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 84604 �� -5 ' 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 888.781.7074 a ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. r .,10 . 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703,IEC61646, IEC61730. DAVID STANLEY CONRAD 44 . # 4 __ _ 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO C-ELECTRICAL CONTRACTOR ,,� `-'' "s - LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C1524 ®" „' emu» �" 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL & ri s - BE PROVIDED AS PER SECTION[NEC 110.26]. CITY OF TCAR "- STRUCTURAL CRITERIA,NOTES REVIEWED FO I CODE COMPLIANCE W ' ,. DESIGN LOAD STANDARD: ASCE 7-16 A > 4 ` -` - WIND EXPOSURE CATEGORY: C Approvcd: [ N" $ - WIND SPEED(3-SEC GUST): 96 MPH 117 p + t - _ - GROUND SNOW LOAD: 36 PSF O'I C: U .. •„., -�..,„y; _ _ r. .. a � � _ _ --. - - DESIGN ROOF SNOW LOAD: 26 PSF Z = SEISMIC DESIGN CATEGORY: D ) Q O N �`. i SEISMIC RISK FACTOR: II Permit �!/`��� ^01���� - _ N IU Tress: 10 3fb5 SW 1-.� 'r (2 N .��.// ` _ ^ J O • Suite it: G W (n —I (n Q r3: ui Bate: ` g3 23 � o o 8 2 N `�'1� - 40 � Q � � mO) 0 m 0 _ W Q "0,4 N O O Z z N p Q Z 0 - it 7 SCOPE OF WORK The 7, $ H <CC i � N F} A"a $5' '= E �" W W to Q to W SHEET LIST ,, FT) o I `. `. I: DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET '' BHUPENDER SINGH V-2 SITE PLAN (AD. LIB) 7.2 KW DC & 5.22 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN p PROF DATE S-4 STRUCTURAL DETAILS \C' F`SS.> I2-APR-2023 S-5 STRUCTURAL CALCULATIONS & NOTES .� G 1 N f p PV MODULES: (18) SILFAB SOLAR SIL-400 HC+ E-6 ELECTRICAL DETAILS (LINE DIAGRAM) VALIDITY OF PERMIT �� `�'� F� PROJECT ID INVERTER(S): (18) ENPHASE IQ8PLUS-72-2-US E-7 ELECTRICAL CALCULATIONS & NOTES THE ISSUANCE OF A PERMIT 9 950P 009139 - BASED ON CONSTRUCTION E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) OREGOy ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) ; . a `` i' `' E-9 ELECTRICAL LABELS & LOCATIONS DOCUMENTS AND OTHER SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT S�1Sll b8 QD JDb 5; � E-IO ELECTRICAL DIRECTORY PLACARD (AD. LIB) DATA SHALL NOT PREVENT `�qN II 2o COVER SHEET THE CODE OFFICIAL FROM q� /12/2023REQUIRING THE CORRECTION qN ROw SHEET NUMBER REVISON OF ERRORS. ORSC 105.4 EXPIRES:12/31/24 G-I 0 SITE NOTES: 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 JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED OESC 690.34 FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE FOR ANY METER UPGRADES, ENSURE THAT THE HEAT VENT I'-O" (N) (E) DISCLOSED IN WHOLE OR IN PART TO UTILITY METER IS LOCATED WITHIN IOFT OF THE C MAIN M OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A .+ WITH THE SALE AND USE OF THE LABEL SHOWING THE DISTANCE FROM THE FRONT + RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, CORNER OF THE HOUSE. .+ LLC. + + 0 •+ o ///111111 ❑ '+ `" + N - NCEP' L i .• + C + + + + + + + + + + + i _o, cp . + + + + + + + + N. + + y+ +� + + + + + + + + + + + + + + + + + + + + + + + + + + rn (n ION DEVELOPER,LLC +++++++++ + T (N) p 4801 N UNIVERSITY AVE#900 PROVO, UT + + + + + 0 -T1 I 84604 O JBOX+ + O + n on Kt _ 6 888.781.7074 2 El + rn D DAVID STANLEY CONRAD + Z C-ELECTRICALCI524 CONTRACTOR p + 0 + ^X rn Z O + ..im 0 + + ® > + RSI '—E + o + + Elcn Z = I Q oI U+ QO _ $ n+ CD N C.)+ ® ® = ^4 --II 0 ct U Lu p. (n Jw Q+ El 3 0 ❑ + �c,��p PR ore S _ a co 0 Cl- o �� GIN O Q UJ o N Q NI RS2 9 950P 9r Z o o o OREGON 1- < �° LD N ' cn Y o I- `. �. I` .9/4'r /I, 2���y DRAWING BY �qN R041\' 04/12/2023 BHUPENDER SINGH SCALE: 1/8" = I'-0" EXPIRES:12/31/24 DATE 0' 2 mil 4' 8' 6 12 APR 2023 . . SYSTEM LEGEND ROOF PV MODULE PROJECT ID (�) (N)PV COMBINER PANEL JBOX (N)JUNCTION BOX O SUNEYE LOCATION ROOF SECTION SECTION QTY AZIMUTH PITCH TSRF 009139 CRITERIA AND RSI 10 180 18 96% ® (E) UTILITY METER / i MAIN SERVICE PANEL gip) (N)PV LOAD CENTER ACD (N) (N)AC DISCONNECT FIRE SETBACK SPECIFICATIONS RS2 8 90 18 83% SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) 0 ROOF PLAN MAIN (N) MAIN SERVICE PANEL P (N)PV PRODUCTION Dc (N)MICROINVERTER I. A METER AC (N) PV MODULE (E) (E) SUBPANEL (N) (N)DC-DC / STRING (N) (N)DC DISCONNECT SHEET NUMBER REVISON I INVERTER DOD S-3 0 . RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA /—PV MODULE PV RACKING SPAN AREA TAG SPAN rPV MOUNTING RAIL i RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION / 1 t PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. I 0 N ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. STANDOFF TYPE: L-FOOT&FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN. MAX. 5/16"X 3-I/2"ZINC PLATED PV ARRAY DETAIL, FRONT VIEW P X2 P-XI FASTENER: STEEL LAG SCREW Y-CANTILEVER P-Y2 15 IN. MIN. - 17 IN. MAX. CONFIDENTIAL-THE INFORMATION SCALE: 3/8" = I'-O" I e t >LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION r ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION El DEVELOPER,LLC NOR SHALL IT BE El ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. T DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: 1/2"PLYWOOD X-CANTILEVER L-X2 6 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 E: 2x4 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 °IIi PORTRAIT ORIENTATION LLC. ARRAY PARAMETERS % ""\ TOTAL ROOF AREA(SQ. FT.) 2605 P Y2 %/���\ TOTAL PV MODULE AREA(SQ. FT.) 383.4 A ���. PV MODULE ROOF COVERAGE 15% L Y2 LANDSCAPE i/ _ ORIENTATION P-Y1 .....A0.00100wa�srNunaM :. 503IT A.GURNEY PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = I 0" 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 iii888.781.7074 - 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. UJ > E PV MODULE 0 0 z = Q ' U = N 4 n Q N J N U - CLICKFIT RAIL z z ct H ° J N Q p O N < c w _ p J C� N U Q CO O N 6„ CLICKFIT L-FOOT Q = w L7 N Li) IX m I— O m < N r_i� I� U.0 LZ 0 . o ii (E) COMP SHINGLE w Q w ROOF MEMBRANE RHO PROF I— Y o CO CO • COMP SHINGLE FLASHING ,Nc.) \G I Ness/O� DRAWING BY / BHUPENDER SINGH / 9� 22" MIN. 9 950P DATE DEPTH 5/16" ZINC PLATED STEEL lit C- LAG SCREW WITH 2-1/2" ( r OREGON MIN. EMBEDMENT IN TO ✓ `L PROJECT ID (E) ROOF RAFTER 9C 4�Y ��' 2��Fy 04/12/2023 009139 4N RO`1 ED STANDOFF DETAIL EXPIRES:12/31/24 SHEET NAME SCALE: 3" = I'-0" STRUCTURAL DETAILS 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-400 HC+ JURISDICTION DEAD LOAD(PSF) RSI RS2 SOLAR MODULE WEIGHT(LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION COMPOSITION SOLAR MODULE LENGTH(IN.) 75.3 STATE OREGON SHINGLE 4'0 SHINGLE 4.0 ION SOLAR MODULE WIDTH(IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 1/2"PLYWOOD 1.7 1/2"PLYWOOD 1.7 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY/ RISK CATEGORY II PITCH(DEG) 18 18 CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE MANUFACTURE DISCLOSED IN WHOLE OR IN PART TO PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 MANUFACTURED D WOOD TRUSS OTHERS OUTSIDE RECIPIENTS WOOD TRUSS ORGANIZATION,EXCEPT IN CONNECTION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY C TOP CHORD 2X4 - TOP CHORD WITH THE SALE AND USE OF THE FRAMING RESPECTIVE EQUIPMENT,WITHOUT THE PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(PG) 36 @ 24 IN. O.C. I.0 2X4 @ 24 IN. I.0 WRITTEN PERMISSION OF ION DEVELOPER, 5/16"X 3-I/2"ZINC PLATED STEEL LAG DF #2 @6 FT. O.C. - DF #2 LLC. PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 MAX SPAN @6 FT. MAX RACKING DEAD LOAD(PSF) 0.8 SPAN --//\\.. SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16(C&C) ///111111M TOTAL PV ARRAY DEAD LOAD(PSF) 3.01 SLOPED ROOF SNOW LOAD(PSF) EQN. 7.4-I -i.(�t : CEP =Ps =(Cs)(0.7)(CE)(CT)(1s)(PG) PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE)= 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD(PSF) 6.7 6.7 PYNJISWOTTA.WPM STRUCTURE TYPE-ROOF SHAPE INHABITED-GABLE /FLAT ROOF THERMAL FACTOR(CT)= 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF(PSF) 7.1 7.1 m I719-015116 MIN. ROOF SLOPE (DEG.) 18 IMPORTANCE FACTOR(Is)= 1.0 TABLE 1.5-2 MEAN ROOF HEIGHT(FT.) II SLOPE FACTOR(Cs) = 1.0 FIG. 7.4-I PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.2 3.2 ION DEVELOPER,LLC PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps(PSF) = 26 OK ROOF LIVE LOAD< ROOF SNOW LOAD(PSF) 26.0 26.0 480I N UNIVERSITY AVE#900 PROVO,UT84604 LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD(PSF) 36.2 36.2 888.78178I.7074 # OF ATTACHMENT POINTS 40 MAX. POINT LOAD(LBS/ATT.) 16.5 RAFTER/TOP CHORD MEMBER PROPERITES DF#2-2x4 DF #2-2x4 DAVID STANLEY CONRAD MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 16.5 SECTION MODULUS (S)(IN"3) 3.06 3.06 C-ELECTRICAL CONTRACTOR MOMENT OF INERTIA(I)(IN"4) 5.36 5.36 C1524 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16(C&C) TOTAL LOAD ON MEMBER(W)(PLF) 72.4 72.4 DESIGN WIND PRESSURE(PSF)=P =QH(GCP)(YE)(YA) EON. 29.4-7 MAX. MEMBER SPAN(L)(FT) 6 6 VELOCITY PRESSURE (PSF)=QH=0.00256(KH)(KzT)(KD)(KE)(V"2) EQN. 26.10-I MODULUS OF ELASTICITY(E)(PSI) 1600000 1600000 TERRAIN EXPO. CONSTANT(A)= 9.5 TABLE 26.11-I ARRAY EDGE FACTOR(YE)= I TABLE 26.13-I SHEAR(Fv)(PSI) 180 180 TERRAIN EXPO. CONSTANT(ZG)(FT) = 900 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 AREA(A)(IN"2) 5.25 5.25 VP EXPOSURE COEFF.(KH) = 0.80 EQN. C26.10-I EQN. 26.10-I W TOPOGRAPHIC FACTOR(KzT)= 1.0 EQN. 26.8-I OH(PSF) = 15.86 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) WIND DIRECTIONALITY FACTOR(KD)= 0.85 TABLE 26.6-1 BENDING (FB)(PSI) 900 900 0 + N LOAD DURATION FACTOR(CD) 1.15 1.15 0 0 D UPLIFT DOWNWARD SIZE FACTOR(CF) 1.50 1.50 Z = GABLE ROOF 7°< 0 s 20° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2B REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 J p N U RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ALLOWABLE BENDING STRESS(PSI) 1785.4 1785.4 = NI Q , N U SOLAR PANEL PRESSURE EQ. FACTOR(ye) = 0.80 0.80 0.80 0.80 _ N J N Q EXTERNAL PRESSURE COEFF. (GCP) _ -2.0 -3.0 -3.6 0.7 ��ED PROPts ACTUAL BENDING STRESS(PSI) _(wL"2)/(8(S)) 1276.9 1276.9 Z Z I- CT o. U ASD PRESSURE (0.6P)(PSF) _ -15.23 -22.84 -27.41 14.80 ")� GIN f as/O 72% OK 72% OK O WO w Z CC Q U TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 �� F� �/ ~ _MAX. J CD O - N - UPLIFT(0.6D+0.6P)(LBS)_ -168.4 -264.0 -241.0 9 950P 9r MAX DEFLECTION CHECK- TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED Z Q = W ALLOWABLE DEFLECTION L/ 180 L/ 180 0 D 0 < ' m RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. OREGON 0.400 IN. 0.400 N. z Y 0 Q lai p SOLAR PANEL PRESSURE EQ. FACTOR(re) = 0.80 0.80 0.80 0.80 d / ACTUAL MAX DEFLECTION (W)(L)"4/ 185(E)(I) (W)(L)"4/ 185(E)(I) W W Q C7 W 43 - EXTERNAL PRESSURE COEFF. (GCP) _ -2.0 -3.0 -3.6 0.7 4/I/ 11, '2.0 0.102 IN. 0.102 IN. 1- < to (0 CO CO N ASD PRESSURE (0.6P)(PSF)= -15.23 -22.84 -27.41 14.80 q y 26% OK 26% OK (n Y O 1 • n �qA' `,I�,F, 04/12/2023 TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 'v RO N MAX DEFLECTION CHECK -LIVE LOAD DRAWING BY MAX. UPLIFT (0.6D+0.6P)(LBS)_ -91.3 -143.0 -130.6 EXPIRES:12/31/24 ALLOWABLE DEFLECTION L/240 L/ 240 BHUPENDER SINGH 0.3 IN. 0.3 IN. ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) (W)(L)"4/ 185(E)(I) DATE ' CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.085 IN. 0.085 IN. 12-APR 2023 LAG SCREW WITHDRAWAL DESIGN VALUE (LBS)=W = I800(G"3/2)(D"3/4) 12.2.1 28% OK 28% OK ROOF ATTACHMENT FASTENER(D) = 5/16 IN. LAG SCREW LUMBER SPECIFIC GRAVITY(G)= 0.5 TABLE 2.3.2 MAX SHEAR CHECK PROJECT ID FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR(CD)= 1.6 TABLE I2.3.3A ALLOWABLE SHEAR Fv(A) Fv(A) 009139 LBS LBS FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 945 945 • SHEET NAME WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.) = 266.0 ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 STRUCTURAL CALCS LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 217 LBS. 217 LBS. MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 264.0 MAX UPLIFT DEMAND(LBS) OK 23% OK 23% OK SHEET NUMBER REVISON 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 (I) 10 AWG THHN /THWN-2, CU. BLACK (LI) 21.8A AC(MAX) 3 (2) 10 AWG THHN/THWN-2, CU. BLACK (LI) 10.9 A AC(MAX) 2 (I) 10 AWG 2C,NM-B W/G, CU. (LI, L2, EGC) 10.9 A AC (MAX) I (I) 12 AWG 2C,TC-ER,CU. (LI,L2) 10.9A AC(MAX) ION (I) 10 AWG THHN/THWN-2, CU. RED(L2) 240V AC (2) 10 AWG THHN/THWN-2, CU. RED(L2) 240V AC FREE AIR 240V AC (I) 6 AWG SOLID BARE CU. (EGC) 240V AC (I) 10 AWG THHN/THWN-2,CU. WHITE(N) (I) 10 AWG THHN/THWN-2,CU. GREEN (EGC) (I) 3/4 IN. EMT OR FREE AIR (RACEWAY) (I) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (I) 3/4 IN. EMT (RACEWAY) (I) 3/4 IN. 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 ELECTRICAL LINE DIAGRAM (18)SILFAB SOLAR SIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (E)UTILITY METER LOAD-SIDE SOURCE CONNECTION (IS)ENPHASE IO8PLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE (N)JUNCTION BOX RESPECTIVE EQUIPMENT,WITHOUT THE 120/240V AC,60HZ, (N)200A MAIN SERVICE PANEL BUSBAR PLUG-IN TYPE BREAKER (N)ENPHASE IQ COMBINER 4 (OPTIONAL-FOR UL 1741 LISTED WRITTEN PERMISSION OF ION DEVELOPER, SINGLE PHASE (N)150A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. u ^ SECONDARY POWER (N)I5A/2P = (I) z —��o " " -' n * CIRCUIT fI;•\� SOURCE(PV OCPD)TO 33 bb LzI J(N)I5OA/2P BE LOCATED AT ` OF9 '.a* ' MODULES ` OPPOSITE END RI INTEGRATED I� —�Ec l I ..,. , , ill CEP` BUSBAR FROM PRIMARY 15A/2P MAX I V ..� A ID SOURCE(MAIN OCPD) i (N)LOADS (NEC 705.12) TO IQ ENVOY GATEWAY /}.. 2 °— O (N)JUNCTION BOX O PVkISTSWITA.GURNEY(N)30A/2P 1�PWo1i7719�D]seb (N)I5A/2P - ��n-ems m (I) " .� ° �N o �z � �z A �i A X CIRCUIT ��1 ION DEVELOPER,LLC N - - ' MODULES L. 4801 N UNIVERSITY AVE #900 PROVO, UT I 1 I ne V/ EGG _� _�_e�� 84604 E G UNDERGROUND G 888.781.7074 SERVICE LATERAL 0 DAVID STANLEY CONRAD 3 0ill 0 C-ELECTRICAL CONTRACTOR LI N Lz C1524 (N)GROUNDING (ELECTRODE SYSTEM W > W' p + p U Z = Q 0 ' U 1 4 1 � a1 U N .—J W U U I _ () J N Q WOs O 0 w Q . W LU ♦— _ Z J 0 N U C.) O Z Q I- � co coNI Z Z 0 0 Z p W W In Q (n W >• •O ix 00 Q U 00 00 n. DRAWING BY BHUPENDER SINGH DATE I2-APR-2023 PROJECT ID 009139 SHEET NAME ELECTRICAL LINE DIAGRAM NOTES ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 18 X 298 W = 5.364 KW AC 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) JUNCTION BOX TO COMBINER BOX (3) ION STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 10.9 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 10.9 A AC JURISDICTION CITY OF TIGARD CONDUCTOR SIZE / INSULATION / TYPE = 12 AWG 2C, TC-ER, CU. CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. WEATHER STATION PORTLAND HILLSBORO CONDUCTOR AMP. RATING @ 90°C = 30 A CONDUCTOR AMP. RATING @75°C = 30 A ASHRAE EXTREME LOW TEMP (°C) -8 ASHRAE 0.4%HIGH TEMP (°C) 37 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% MAX INVERTER OUTPUT CURRENT X125%=14.0 A AC MAX INVERTER OUTPUT CURRENT X125%=14.0 A AC CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED PV MODULE SPECIFICATIONS SILFAB SOLAR SIL 400 HC+ PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE RATED POWER (PMAX)(W) 400 AMB. TEMP. AMP. CORRECTION = 0.91 AMB. TEMP. AMP. CORRECTION = 0.88 DISCLOSED IN WHOLE OR IN PART TO MAXIMUM POWER VOLTAGE (VMP) 36.05 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 OTHERS OUTSIDE RECIPIENTS MAXIMUM POWER CURRENT (IMP) 11.1 ADJUSTED CONDUCTOR AMPACITY(A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 21.12 A AC ORGANIZATION,EXCEPT IN CONNECTION OPEN CIRCUIT VOLTAGE (VOC) 43.02 WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 14.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 14.0 < 21.1 WRITTEN PERMISSION OF ION DEVELOPER, PMP/VMP TEMP. COEFFICIENT -0.36 (B)(I) -W/OUT CORRECTION FACTORS (B)(I)- W/OUT CORRECTION FACTORS LLC. VOC TEMP. COEFFICIENT -0.28 LARGER AMPACITY COMPLIANCE = 30.0 > 14.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 14.0 OK SERIES FUSE RATING 20 .d\.. ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/4 IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT afill1♦illt CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA ►" ' 'CEP' ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142IN.2 (IN."2) = 0.106IN."2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 INVERTER SPECIFICATIONS ENPHASE IQ8PLUS-72-2-US % ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 53% > 27% OK %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 20% OK TYPE MICROINVERTER wNsrNunoM smrrwwroEr MAX. OR RECOMMENDED MODULE POWER(W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) /11.01177194151/6 DP..}v-ims MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 10.9 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 21.8 A AC MINIMUM START VOLTAGE (V) 30 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, CU. CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. ION DEVELOPER,LLC MAXIMUM START VOLTAGE(V) 58 4801 N UNIVERSITY AVE#900 PROVO,UT CONDUCTOR AMP. RATING @60°C = 30 A CONDUCTOR AMP. RATING @75°C = 35 A 84604 MAXIMUM INPUT CURRENT (ISC) (A) 15 888 781.7074 MAX CONTINUOUS OUTPUT POWER (VA) 290 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX COMBINED INVERTER CONTINUOUS OUTPUT DAVID STANLEY CONRAD MAX INVERTER OUTPUT CURRENT X125%=14.0 A AC CURRENT X125% =27.0 A AC C-ELECTRICAL CONTRACTOR NOMINAL (L-L)OUTPUT VOLTAGE 240 C1524 CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) AMB. TEMP. AMP. CORRECTION = 0.82 AMB. TEMP. AMP. CORRECTION = 0.88 SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 9 9 ADJUSTED CONDUCTOR AMPACITY(A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 30.8 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 3600 3600 TOTAL MODULE QUANTITY 18 PV MODULES LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 14.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 27.0 < 30.8 UJ STC DC POWER RATING OF ARRAY 7200W DC (B)(I) -W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS > INVERTER OUTPUT CIRCUIT CURRENT(A AC) 10.89 10.89 LARGER AMPACITY COMPLIANCE = 30.0 > 14.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 27.0 OK 11 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.61 13.61 CI + (n CIRCUIT OCPD RATING (A) 15 15 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT Za U = 21.78A CONDUCTOR(S) / CABLE(S) CROSS-SECTION AREA Q o N U COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN."2) = 0.084IN."2 = 2 n U PV POWER PRODUCTION SYSTEM OCPD RATINGCD N U (XI25%) 3OA CROSS SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 W _ ^ J U (n J W Q MAX. ARRAY STC-AC POWER (W) 5220W AC (STC) % ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK ZO C> Q W MAX. ARRAY CEC-AC POWER (W) 6422W AC (CEC) Q W z O O N U O _ AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE U Z = W0 [n W VRISE SEC. I (MICRO TO JBOX)* 28.8 12 Cu. 1.3 241.3 0.52% E Q I- m w Y m VRISE SEC. 2 (JBOX TO COMBINER BOX) 40 10 Cu. 1.0 241.0 0.44% O O Q 0 CV VRISE U- O LL SEC. 3 (COMBINER BOX TO POI) 10 10 Cu. 0.5 240.5 0.22% Z Z O Z • TOTAL VRISE 2.8 242.8 1.18% OK W Q N .U_I * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. I- Q rr) O CO 00 N DRAWING BY BHUPENDER SINGH DATE 12-APR-2023 PROJECT ID 009139 SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD—APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 PHOTOVOLTAIC SYSTEM A [NEC 690.54, NEC 690.13(B)] F IC `-iI DCaj F FT FROM THE RAPID SHUT DOWN I 0 N AC DISCONNECT ii DISCONNECT SWITCH [NEC 690.56(C)]. RATED AC OUTPUT CURRENT 21.8A 3( \.k NOMINIL OPERVINGACVOLTAGE 240 V * SOLAR PV SYSTEM FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION WITH �L�/-y^�'LED G BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED IMIIIIIIIM FOR PV DISCONNECTING MEANS WHERE ALL SS1117RAPIDSHUL1SLT1 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 TUHNRAPIDSFg1TpOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TO THE'OM POSITION TO 690.56(C)] TERMINALS ONTIIELINEAt� [NEC 690.13(B), NEC 705.22] SHlTDOWNPVSYSTEM ' , OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION AND WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED „HAZARD Mill II ARRAY WRITTEN EQUIPMENT,UIP IOITHOUT THE ER, — IN THE OPEN POSITION ., LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED MA e C DEVICES IN CIRCUTS SUPPLYING POWER TO A i► H AT MAIN SERVICE EQUIPMENT LOCATION .44 BUSBAR OR CONDUCTOR SUPPLIED FROM I''';i,,n .Uu '�.1,11'Ill..' . '=nit 1 IF ALL ELECTRICAL POWER SOURCE DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] POWER TD TRW BULDIN01S ALSO suFFuED DISCONNECTING MEANS (SOLAR ARRAY — N i CEP' FROM A ROOF MOUNTED SOLAR ARRAY WRH RAPID SHUTDOWN SWITCH)ARE GROUPED —�—i SOURCES:UTILITY GRID AND A RAPID SHUTDOWN OMOONECTRIGIEAM AND IN LINE OF SITE OF MAIN SERVICE GROUPED AHD LABELED WRHN LRE OF SITE PVSOLARELECTRICSYSTEM AND 1OFTOF THIS LOOATOV. DISCONNECTING MEANS. [NEC 690.56(C) 6 NEC 705.10]. ION DEVELOPER,LLC IEIIIIIIIIIIIII D PLACED ADJACENT TO PV SYSTEM PLUG-IN 4801 N UNIVERSITY AVE#900 PROVO,UT TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 POWER SOURCE SIDE CONNECTION. [NEC 705.12(B)(3)(2)] 968.781.7074 I OUTPUT CONNECTION 3 I DO NOT RELOCATE THIS DAVID STANLEY CONRAD OVERCURRENT DEVICE C-ELECTRICAL CONTRACTOR C1524 El LL oa © a © (E)UTILITY METER © El © El . + 120/240V AC, 60HZ, UD SINGLE PHASE (N)MAIN SERVICE PANEL COMBINER BOX Z = Q N 0 _ - LI FIT L 11 I 0 NI r_.. z z °s �n _1 W Q - O U- Q o w W O J (� N U O Q I=- CO N to 0 Mr PV SYSTEM O m 0 Q 0 DISCONNECT(S) CC TO `L O LL PV INVERTER W LZL.I In Q ( LZL.I (N)PV BREAKER OUTPUT CIRCUIT(S) - oo LI I_- Q Kam) U• co co O4 N O O L2 0�o v `i N o o ) N H n EGC DRAWING BY ElEl 'Mil BHUPENDER SINGH DATE 12—APR-2023 LII NIL21 PROJECT ID 009139 ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, 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 i" (3MM). SHEET NUMBER REVISON E-9 0