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Plans (2) 4 AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS GOVERNING CODES (:,''t) n ,7 -1:,..., -A I. ALL WORK SHALL COMPLY WITH: "' PY 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) 2022 OREGON STRUCTURAL SPECIALTY CODE(OSSC) C '� ^^« n.7. - , 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) „+ �i�� ..... $ �^ 2018 INTERNATIONAL FIRE CODE(IFC) . Le 3 s � ._ -"-'yam • i‘ 2021 OREGON PLUMBING SPECIALTY CODE '_... `( CONFIDENTIAL-THE INFORMATION AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED • " x !' FOR THE BENEFIT OF ANYONE EXCEPT ION s • DEVELOPER,LLC NOR SHALL IT BE F - PIENTS «- - d» DISCLOSED IN WHOLE OR IN PART TO s :: ] SITE CLASSIFICATION NOTES,OSHA REGULATION ` - _ .v ` ,.'* "^`' z k - OCCUPANCY CLASS: SFR - ORGANIZATION,OTHERS UEXCDEPT E EN ICON CONNECTION • CONSTRUCTION CLASS: V-B 9*,.� <,.._ _ WITH THE QUIP AND USE OF THE °"� > 3 -- ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE "�, ^} 4 - - _- - - WRITTEN PERMISSION OF ION DEVELOPER, LLC. -- - ` 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 ' ONTO NEARBY PROPERTIES OR ROADWAYS. 0. � 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER zt�I ,n THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC -; _ _„ ., JUNCTIO ITEM 3.2 IIIIIII.II. EEF - "�= ; � JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY OESC 690.34 e, ,,� - - ELECTRICAL CRITERIA,NOTES• TEMPERATU RE SOURCE: ASHRAE5fAt1Aili 4,,', , WEATHER STATION: PORTLAND HILLSBORO rpprOVed ply on ,is 4; y L .3-n�' -` EXTREME MIN. TEMPERATURE: -8 r+ ;yO! 5111rvmim _ '""'"" '" ''-'- ASHRAE 0.4%HIGH TEMP: 37 - "' '"'"" ION DEVELOPER,LL `;: _ - f '' '-' - „ , I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY 6AVE 04#900CPROVO,UT _ - 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 888.781.7074 , ,„„, - - - - ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. , . '�� - - ' 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61646, IEC61730. DAVID STANLEY CONRAD -- „- * - C-ELECTRICAL CONTRACTOR _ - - 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO .K "":;. LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C1524 . ^ 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL -'. " .. - W BE PROVIDED AS PER SECTION[NEC 110.26]. 'Al Y a < 1 $§ CITY OF '�'I�'ARD Y STRUCTURAL CRITERIA,NOTES REVIEWED f OR CODE COMPLIANC 9 r )` a ° tp* , - DESIGN LOAD STANDARD: ASCE 7-16 I— WIND EXPOSURE CATEGORY: CcK Approved: [ D ' WIND SPEED(3-SEC GUST). 96 MPH 0 + _�.>� A s GROUND SNOW LOAD: 36 PSF I U - ,�, ,� - , " - Y DESIGN ROOF SNOW LOAD: 26 PSF l� _ n " "`" SEISMIC DESIGN CATEGORY: D Perrnit #, . 1 Et Q p CV , ,, 3' `' _ ,�, SEISMIC RISK FACTOR: II �� �� f. ^ U Address: z N V Q r Y ��- �- �� � �� lam.. > N. � 0 T 4,ta II , So➢Ete it: z Q w o_ N ai n 1 FFICE COPY By: A-� n:�t�:S w < ' co co L In yam ; = w ,., ' 1- Ea .., 0 Z o 0 SCOPE OF WORK LU ~ - w SHEET LIST w o 1— v v DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET ��p PROFFs BHUPENDER SINGH V-2 SITE S 3 ROOFPLAN P A N(AD. LIB) �� GIN£ `>0_ 6 KW DC & 4.35 KW AC PHOTOVOLTAIC SOLAR ARRAY C. c,� F� ti DATE S-4 STRUCTURAL DETAILS 9 II-MAY 2023 S-5 STRUCTURAL CALCULATIONS a NOTES 9 950P PV MODULES: (15) SILFAB SOLAR SIL-400 HC+ E-6 ELECTRICAL DETAILS (LINE DIAGRAM) ALID INVERTER(S): (I5) ENPHASE IQ8PLUS-72-2-US Mr OF PERMIT OREGON PROJECT ID E 7 ELECTRICAL CALCULATIONS & NOTES ' HE ISSUANCE OFA PERMIT ✓q �`L 009SGZ E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) N 11 2p ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) E-9 ELECTRICAL LABELS a LOCATIONS BASED ON CONSTRUCTION �� Fy 05/11/2023 SHEET NAME E-I0 ELECTRICAL DIRECTORY PLACARD (AD. LIB) ' DOCUMENTS AND OTHER 4N ROw� COVER SHEET PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM EXPIRES:12/31/24 SHEET NUMBER REVISON R QUIRING THE CORRECT'ON G-I 0 OF ERRORS. ORSC 1 . .h SITE NOTES: FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE I 0 N REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO 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 11 JUNCTION BOXES UNDER PV ARRAY SHALL BE CONFIDENTIAL-THE INFORMATION INSTALLED TO BE CONSIDERED ACCESSIBLE BY HEREIN CONTAINED SHALL NOT BE USED OESC 690.34 FOR ANY METER UPGRADES, ENSURE THAT THE FOR THE BENEFIT OF ANYONE EXCEPT ION u _�� DISCLOSED DEVELOPER, WHOLEE ORHINL PART BTO UTILITY METER IS LOCATED WITHIN 'OFT OF THE I -0 (TYP.) + + OTHERS OUTSIDE RECIPIENTS + r ORGANIZATION,EXCEPT IN CONNECTION FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A + 3'-0" WITH THE SALE AND USE OF THE LABEL SHOWING THE DISTANCE FROM THE FRONT ` + RESPECTIVE EQUIPMENT,WITHOUT THE CORNER OF THE HOUSE. (TYP.) WRITTEN PERMISSION OF ION DEVELOPER, + + LLC. 0 o +++ /�►h MUM A +•+•+ - N , :CEP _ + + (TYP.) r r ++++ + HEATING VENT w9.5,5C0TON + + + + + SCQRA Q11**> 111, r> ro� +++++ + IN-0117719-01516 r BM3-174025 a4. 0 � + ION DEVELOPER,LLC 0 4801 N UNIVERSITY AVE#900 PROVO,UT S'S 84604 888.7817074 RS I • + 1. +++++++ DAVID STANLEY CONRAD 1 �r+r�r+-+ C-ELECTRICAL CONTRACTOR a� + + + + C1524 + r + + S * r + + « r + + + o'...,.,.. + + + + CP + + r + + + + + �, 3,_p„ + + + + + + + + 0 02 + + + *- OJ` + + + + Q N0 =( o `'-� y P I- O tx � p N^+ ~ N a>`G + + + + + Z N J n I � + + +++++++ N LLJ N. Q > Os () L.)_I f- � ++++++�+ 0 + + o Z Q oo C.)O + + + _IG + + + + F Z in 0 Cl) - LU+ + + + + r + + �,pPROFF m W LU = CO0) M � +++«+ +« ' ��� \\G I N to �p oo z o L 14 77n + •♦ •+ + + + + + 9 Z W o J o + + + + (n Z ++;+;++++ ' 9 950P r W 1 0 a `� W + + + + + +«++++ + rn � + + + + OREGON + ++++++ DRAWING BY ++++++++ �qH 11 2Yr -k BHUPENDER SINGH +++++ + 9� c, 05/11/2023 SCALE: 3/32" = I'-0" qN RO`N\- DATE —I0'-8" 2I,-4• 3'-0" EXPIRES:12/31/24 II-MAY-2023 SYSTEM LEGEND ROOF PV MODULE PROJECT ID (") (N)PV COMBINER PANEL d(N) (N)JUNCTION BOX s/ SUNEYE LOCATION ROOF SECTION SECTION OTY AZIMUTH PITCH TSRF 009SGZ CRITERIA AND RSI 15 255 26 68% �0 (E) UTILITY METER / (N) (N) (N) AC DISCONNECT i MAIN SERVICE PANEL LC (N)PV LOAD CENTER ACD FIRE SETBACK SPECIFICATIONS SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) I•� l 0 ROOF PLAN (0 (E) MAIN SERVICE PANEL r(N)1 (N)PV PRODUCTION DC (N)MICROINVERTER MAIN PMA i METER nc (N)PV MODULE SHEET NUMBER REVISON 6 (E) SUBPANEL (N) (N)DC-DC / STRING (N) (N)DC DISCONNECT S-3 0 INVERTER DCD RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7PV MODULE PV RACKING SPAN AREA TAG SPAN Jr PV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION 1 1 1 ION , PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. hh ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. N tl N STANDOFF TYPE: L-FOOT S FLASHING Y-SPACING P-YI 41.3 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 15 IN. MIN. -17 IN. MAX. 1 CONFIDENTIAL-THE INFORMATION SCALE: 3/8" = 1'-0" I e ,. t -� LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION M -- -- I rd--`- - }m - ---- - ORIENTATION FOD SCLOSOEDE IN LLC WHONE ORHN PARTBTOR THE BENEFIT OF ANYONE EXCEPT ON ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. ICI 'p OTHERS OUTSIDE RECIPIENTS ROOF SHEATHING TYPE: LUMBER X-CANTILEVER L-X2 16 IN. MAX. L-X2 L-X1 I 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 RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SIZE: 2x6 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 POR ORIENTATIONTRAIT LLC. ARRAY PARAMETERS P-Y2 % 's ' TOTAL ROOF AREA(SQ. FT.) 3207 TOTAL PV MODULE AREA(SQ. FT.) 319.5 NCEP' ___ PV MODULE ROOF COVERAGE 10% L-Y2 -•m 'v C A ��: OANDSCAPE ► - // ORIENTATIONSP • -YI � wMsrSCOTTA GURNEY avoivnsmsee DP.3-17-2025 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 C-ELECTRICAL CONTRACTOR RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER C1524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. I- Ct PV MODULE 0 i D CCCS) N O N / 1— N Q Z N J 0 I CLICKFIT RAIL zo a CC 1— w z0 Q CO cai 5w Q CO oN w � v 6" -� CLICKFIT L-FOOT o z ~ ct o a JCD y Z w 0 to J z Ls CI Lri (E) COMP SHINGLE = o a cn w fir'i ROOF MEMBRANE Nos rn I- I DRAWING BY COMP SHINGLE FLASHING ���p PROFFS BHUPENDER SINGH 2z" MIN. SN ���� \\G I NE-e 4,, DATE I I MAY-2023 DEPTH 5/16" ZINC PLATED STEEL w y LAG SCREW WITH 2-1/2" 9 9,50P MIN. EMBEDMENT IN TO PROJECT ID (E) ROOF RAFTER OREGON 009SGZ 0 STANDOFF DETAIL q�qH 11, 2G��y SHEET NAME SCALE: 3" - I'-0" 44N OW\,;c• 05/11/2023 STRUCTURAL DETAILS EXPIRES:12/31/24 SHEET NUMBER REVISON S-4 0 1 • PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV SYSTEM EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD / FRAMING CALCULATIONS MODULSOLAREMODULE WEIGHERT (L TYPE ��FAB SOLAR SIL-400 HC+ DEAJURISDICTION CITY OF TIGARD ROOF MEMBRANE COMPOSITION LOAD (PSF) SI ION 4.0 SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING LUMBER 2.3 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY / RISK CATEGORY II PITCH (DEG) 26 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 CONFIDENTIAL-THE INFORMATION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY C CONVENTIONAL HEREIN CONTAINED SHALL NOT BE USED PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF) (PG) 36 FRAMING FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE PV ROOF ATTACHMENT FASTENER 5/16"X 3-1/2" ZINC PLATED STEEL LAG SCREW BASE ELEVATION (FT) 153 FRAMING RAFTER 2X6 @ 24 1.4 DISCLOSED IN WHOLE OR IN PART TO IN. O.C. - DF #2 OTHERS OUTSIDE RECIPIENTS RACKING DEAD LOAD (PSF) 0.8 @10.1 FT. MAX ORGANIZATION,EXCEPT IN CONNECTION SOLAR MODULE DEAD LOAD (PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) SPAN WITH THE SALE AND USE OF THE 1 TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD (PSF) EQN. 7.4-I RESPECTIVE EQUIPMENT,WITHOUT THE = Ps = (CS)(0.7)(CE)(CT)(IS)(PG) WRITTEN PERMISSION OF ION DEVELOPER, LLC. PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) 7.7 STRUCTURE TYPE - ROOF SHAPE INHABITED - GABLE / FLAT ROOF THERMAL FACTOR (Cr) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 8.7 1 MIN. ROOF SLOPE (DEG.) 26 IMPORTANCE FACTOR (Is) = 1.0 TABLE 1.5-2 .MM., MEAN ROOF HEIGHT (FT.) II SLOPE FACTOR (Cs) = 1.0 FIG. 7.4-I PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.4 /MI`" PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps (PSF) = 26 OK ROOF LIVE LOAD < ROOF SNOW LOAD (PSF) 26.0 N I*CEP' LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 38.0 �� p i # OF ATTACHMENT POINTS 34 MAX. POINT LOAD (LBS / ATT.) 37.7 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 - 2X6 MAX. TOTAL PV DEAD LOAD TO RAFTER =MAMMY ervoumsmsee (LBS) 37.7 SECTION MODULUS (S)(IN"3) 7.56 oP.3474 MOMENT OF INERTIA (I)(IN"4) 20.80 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W) (PLF) 76.1 4801 N UNIVERSITY AVE#900 PRovO,UT DESIGN WIND PRESSURE (PSF) = P = OH(GCP)(YE)(YA) EQN. 29.4-7 MAX. MEMBER SPAN (L) (FT) 10.1 84604 VELOCITY PRESSURE (PSF) = OH = 0.00256(KH)(KzT)(KD)(KE)(V"2) EON. 26.10-I MODULUS OF ELASTICITY (E) (PSI) 1600000 888.781.7074 TERRAIN EXPO. CONSTANT (A) = 9.5 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = I TABLE 26.13-I SHEAR (Fv) (PSI) 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) 8.25 DAVID STANLEY CONRAD VP EXPOSURE COEFF.(KH) = 0.80 EQN. C26.10-I EQN. 26.10-I C-ELECTRICAL CONTRACTOR TOPOGRAPHIC FACTOR (KzT) = 1.0 EQN. 26.8-I OH (PSF) = 15.86 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) C1524 WIND DIRECTIONALITY FACTOR (KD) = 0.85 TABLE 26.6-I BENDING (FB) (PSI) 900 LOAD DURATION FACTOR (CD) 1.15 UPLIFT DOWNWARD SIZE FACTOR (CF) 1.30 GABLE ROOF 20° < 0_<27° ZONE 1 ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C REPETITIVE MEMBER FACTOR (CR) 1.15 RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ALLOWABLE BENDING STRESS (PSI) 1547.3 SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 ACTUAL BENDING STRESS (PSI) _ (wL"2)/(8(S)) 1539.2 I ASD PRESSURE (0.6P)(PSF) _ -11.42 -19.03 -27.41 14.80 99% OK D TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 0 U MAX. UPLIFT (0.6D+0.6P) (LBS) _ -120.7 -216.2 -241.0 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED = I ALLOWABLE DEFLECTION L / 180 CC o N RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 0.673 IN. D N U SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) Z Zv i 0 1 EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 0.222 IN. Zn Lt1 r'-• Zn D U U ASD PRESSURE (0.6P)(PSF) _ -11.42 -19.03 -27.41 14.80 33% OK Z Q > CC O_ Cl) Q TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 MAX DEFLECTION CHECK -LIVE LOAD H W Z p - Lu U MAX. UPLIFT (0.6D+0.6P) (LBS) = -65.4 -117.1 -130.6 ALLOWABLE DEFLECTION L / 240 Q m 0 Cl) W ' 0.505 IN. E = W (n ro ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) p z LU D p Q co = , CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC Li_z c O - J Urn PLATED STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.187 IN. - W 0R _J W 0 LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) = W = 1800(G"3/2)(D"3/4) LUMBER SPECIFIC GRAVITY 12.2.1 37% OK Q co ROOF ATTACHMENT FASTENER (D) = 5/16 IN. LAG SCREW (G)= 0.5 TABLE 2.3.2 MAX SHEAR CHECK U7 Y U ~ Z _ sO FASTENER OTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE 12.3.34 ALLOWABLE SHEAR Fv (A) DRAWING BY FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 1485 LBS. BHUPENDER SINGH WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 ACTUAL MAX SHEAR (w)(L)/2 LAG SCREW WITHDRAWL CAPACITY (LBS) = 760.0 ���D PROP( 384 LBS. DATE MAX. ATT. WITHDRAWAL CAPACITY (LBS) = 359.6 > 241.0 MAX UPLIFT DEMAND (LBS) OK ( .,*GIN£FPS/0� 26% OK I I-MAY-2023 -ski 4 950P PROJECT ID OREGON 009SGZ �/4 �, SHEET NAME gCN RV 11'O2��'�y L1112023K\ ,., STRUCTURAL CALCS `N� SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG OTY SIZE-# TYPE DESIGNATOR I/V TAG OTT SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V LI 10 (I) 10 AWG THHN/THWN-2,CU. BLACK (LI) 18.2 A AC (MAX) 3 (2) 10 AWG THHN /THWN-2, CU. BLACK (LI) 9.7A AC(MAX) 2 (I) 10 AWG 2C, NM-B W/G,CU. TC -ER,L2,EGC) 9.7A AC (MAX) I (I) 12 AWG 2C, TC ER, CU. (LI, L2) 9.68A 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 (IS)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 (15)ENPHASE IQBPLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE 120/240V AC,60HZ, (E)200A MAIN SERVICE PANEL BUSBAR PLUG-IN TYPE BREAKER (N)ENPHASE IQ COMBINER ((ON)JUNCTION BOX RESPECTIVE EQUIPMENT,WITHOUT THE SINGLE PHASE (E)200A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) (OPTIONAL-FOR UL 1741 LISTED WRITTEN PERMISSION OF ION DEVELOPER, CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. LI r SECONDARY POWER (N)I5A/2P (I)Lz SOURCE(PV OCPD)TO t� `r A " A CIRCUIT ��.�.© L/\\ I (E)200A/2P BE LOCATED AT —7 Lz " OF 8 ® ������ I OPPOSITE END OF ec_T -�-ecc - I i MODULES L BUSBAR FROM PRIMARY INTEGRATED A' Q • • SOURCE(MAIN OCPD) ISA/2P MAX V V(E)LOADS (NEC 705.12) TO IQ ENVOY GATEWAY I r -. 0 (N)JUNCTION BOX aprSTM(Aiax . SCOfTA.GURNEY (N)25A/2P n IPV-0117719•02566 _ 1 1 (N)ISA/2P - (I) m.}v-loss " z �� CIRCUIT ION DEVELOPER,LLC "G J IN o Ez • ` -\ OF 7 ����� N 4801 N UNIVERSITY AVE#900 PROVO,UT MeJ -�- �-Ec I I MODULES d 84604 G E L 888.781.7074 UNDERGROUND G SERVICE LATERAL Ip 2 DAVID STANLEY CONRAD LI N L2 C-ELECTRICAL CONTRACTOR C1524 GEC (E)GROUNDING (ELECTRODE SYSTEM I— fX o O t U_ Q N Ct O t D N) $ n O Z (.I -I Li) I O > 0. J I- U Q ct D- (/) Q ELECTRICAL LINE DIAGRAM NOTES a~ ill Z w _1 C3 UJ Ino UJ oLLJ CO c K) � Z w p in J Z Ut LLl S p Q cn W 1.0 - I- co O ^ Q Ln in u) Y O" I- .. � .0 DRAWING BY BHUPENDER SINGH DATE II-MAY-2023 PROJECT ID 009SGZ SHEET NAME ELEC. LINE DIAG. ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 15 X 298 W = 4.47 KW AC 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) JUNCTION BOX TO COMBINER BOX (3) ION STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 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)(I)(W/OUT CORRECTION FACTORS) DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% MAX INVERTER OUTPUT CURRENT X125%=12.0 A AC MAX INVERTER OUTPUT CURRENT X125%=12.0 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 UIT VOLTAGE WITH THE SALE AND USE OF THE VOC) 43.02 RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I) oR(B)(2) = 12.0 < 27.3 LARGER AMPACITY OF 690.8(B)(1)OR(B)(2) = 12.0 < 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 > 12.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 12.0 OK SERIES FUSE RATING 20 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 aft�a��► 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) = 0.1421N.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 STALIAnar SNffA6Ue1 MICROINVERTERffY MAX. OR RECOMMENDED MODULE POWER (W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) ervoss.sv2oumswsee ar MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 18.2 A AC MINIMUM START VOLTAGE (V) 30 ION DEVELOPER,LLC CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, CU. CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. 4801 N UNIVERSITY AVE#900 PROVO,UT MAXIMUM START VOLTAGE(V) 58 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 COMBINED INVERTER CONTINUOUS OUTPUT DAVID STANLEY CONRAD MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX INVERTER OUTPUT CURRENT X125%=12.0 A AC CURRENT X125% =23.0 A AC C-ELECTRICAL CONTRACTOR NOMINAL (L-L) OUTPUT VOLTAGE 240 C 1524 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 = I.0 NUMBER OF MODULES PER CIRCUIT 8 7 ADJUSTED CONDUCTOR AMPACITY (A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 30.8 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 3200 2800 TOTAL MODULE QUANTITY 15 PV MODULES LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 12.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 23.0 < 30.8 STC DC POWER RATING OF ARRAY 6000W DC (B)(I)-W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS H INVERTER OUTPUT CIRCUIT CURRENT(A AC) 9.68 8.47 LARGER AMPACITY COMPLIANCE = 30.0 > 12.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 23.0 OK D 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 10.59 0 + CIRCUIT OCPD RATING (A) 5 15 U RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/41N. EMT U I CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA Q o N COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 18.15A AC (IN."2) = 0.0841N."2 CC o N PV POWER PRODUCTION SYSTEM OCPD RATING N Q _I cn Z (X125%) 25A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N."2 MAX. ARRAY STC-AC POWER(W) 4350W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK Z Q > - J ~ Q < G7 i MAX. ARRAY CEC-AC POWER (W) 5351W AC (CEC) O Q ~ z < c W W O In AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE Q m (-9NO W VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.1 241.1 0.46% O Z I Cr O co = 4 VRISE SEC. 2 (JBOX TO COMBINER BOX) 60 10 Cu. 1.4 241.4 0.58% Z In W NO - J Z U M VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 CO. 0.4 240.4 0.18% LL I = p Q (n W TOTAL VRISE 2.9 242.9 1.23% OK * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. H Q oo ° ui) DRAWING BY BHUPENDER SINGH DATE II-MAY-2023 PROJECT ID 009SGZ 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 [NEC 690.54, NEC 690.13(B)] R./ ID HL, DC 'r'/ F FT FROM THE RAPID SHUT DOWNION Ak AC DISCONNECT A ,'Iv, 7,H f OF DISCONNECT SWITCH(S). IF MORE THAN J� `� S- Al RATED AC OUTPUT CURRENT ONE PV RSD IS IN AN ENCLOSURE, EACH 18 2A SHALL BE LABELED. [NEC 690.56(C), NOMINAL OPERATNGACVOLTAGE 240 V NEC 690.12(C)] FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION SOLAR P SYST ENNUI G BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE At TERMINALS OF THE DISCONNECTING MEANS TURN RAPID SHUTCOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWTCHTOTHE TIFF POSITION To 690.56(C)] OTHERS OUTSIDE RECIPIENTS TERMINALS ON THEUNEAND [NEC 690.13(B), NEC 705.22] L ORGANIZATION, EXCEPT IN CONNECTION AND REDUCE WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SHOCK HAZARD , RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION .r N THE ARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. ri AT EQUIPMENT CONTAINING OVERCURRENT J PERMANENT DIRECTORY TO BE LOCATED iI►�. DEVICES IN CIRCUTS SUPPLYING POWER TO A AT MAIN SERVICE EQUIPMENT DENOTING /t/fit\ THE LOCATION OF THE PV RAPID BUSBAR OR CONDUCTOR SUPPLIED FROM PO ER TO THIS BUILDING IS ALSO SUPPLIED SHUTDOWN SYSTEM DISCONNECTING DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROOF MOMS)SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT --►"N :CEP. SOURCES:UTILITY GRID AND SOLAR ARRAY WIPID&IUTDON DISCONNECT DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM IS LOCATED GROUPED AND WITHIN LINE OF SITE OF a,Nn,TION. ,.,,, MAIN SERVICE DISCONNECTING MEANS. WURAGIAMY [NEC 705.10, NEC 690.56(C)(I)] Irv17M9015e6 om.3-v-ems ION DEVELOPER,LLC IIMIIII,IIIII PLACEDADJACENTTO SYSTEM PLUG-IN4801 N UNIVERSITY AVE#900 PROVO,UT D TYPE BREAKEETOR TO A BUSBAR FOR A LOADD84604 SIDE CONNECTION. [NEC 705.12(B)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED POWER SOURCE I AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 I OUTPUT CONNECTION POWER BUILD IS SWITCH DENOTING THE LOCATION OF I DO NOT RELOCATE THIS THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE suPPLFDFFiOMMAMIDISTRIaurIDN SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR UTILITY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] ❑ ❑1 aa © a ❑ (E)UTILITY METER 2O/240V AC, 60HZ, El ❑ © F❑ 0 + N U SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX Q = N O fV !TX _ _ UM 0Lz '`_ 1 Z cN�I J (in ai Mr9, > O, O o W ai 0 r O — Y U • LLI _ Q m U 0 W C: PV SYSTEM CK O Z ~ O Q a LY DISCONNECTS)TO Lt p LJ PV INVERTER Z W N CD J Z Up • (N)PV BREAKER OUTPUT CIRCUIT(S) W 1 0 Q N W LI O� Lz 00 ~ Q f\ 1P1 In I.n �L N IIEZZI3O O N U r EGC (x2) DRAWING BY FEEti v as BHUPENDER SINGH DATE NILzI II-MAY-2023 PROJECT ID 009SGZ 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 e" (3MM). SHEET NUMBER REVISON E-9 0