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Plans AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS _ GOVERNING CODES } - - ION I. ALL WORK SHALL COMPLY WITH: ` - - - - - - - 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) _ 2022 OREGON STRUCTURAL SPECIALTY CODE(OSSC) ',it'', ' 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) 2018 INTERNATIONAL FIRE CODE(IFC) _, a 2021 OREGON PLUMBING SPECIALTY CODE `` _ ,� L7„ .t. • ( CONFIDENTIAL-THE INFORMATION ]� AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED .I� - FOR THE DEVELOPE BENEFIT LLC FNOR ANYONE EXCEPT TEBE ION n.' ,.�,,,,.-�- . ,�, - - SITE CLASSIFICATION NOTES,OSHA REGULATION DISCLOSED IN WHOLE OR IN PART TO OCCUPANCY OTHERS OUTSIDE RECIPIENTS Alp U ANCY CLASS: SFR „ � � ORGANIZATION,EXCEPT IN CONNECTION CONSTRUCTION CLASS: V-B + `_ WITH THE SALE AND USE OF THE �' "`{. ZONING TYPE: RESIDENTIAL -'� RESPECTIVE EQUIPMENT,WITHOUT THE _ $M e� „�- WRITTEN PERMISSION OF ION DEVELOPER, LLC. I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. `F' 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE - _ '. ONTO NEARBY PROPERTIES OR ROADWAYS. /iI `1 1 , 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER z'. 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 --.NI ► : -- JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY OESC 690.34 _ _ - ELECTRICAL CRITERIA,NOTES - a -i-_ .* TEMPERATURE SOURCE: ASHRAE wnsT�tlAilOtr WEATHER STATION: PORTLAND HILLSBORO sWrtw OFFICE COPYEXTREME MIN. TEMPERATURE: -8 , ASHRAE 0.4%HIGH TEMP: 37 a ION DEVELOPER,LLC a ` = - �°t I f - 4801 N UNIVERSITY AVE#900 PROVO,UT sA !` I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 84604 ,: - - - - 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 ULI703, IEC61646,IEC61730. DAVID STANLEY CONRAD 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO C-ELECTRICAL CONTRACTOR LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C1524 ' 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL "' _ BE PROVIDED AS PER SECTION[NEC 110.26]. - - '* CITY OF TIGARD Et REVIEWED FOR CODE COMPLIANCE W - ' _ - STRUCTURAL CRITERIA,NOTES > ` DESIGN LOAD STANDARD: ASCE 7-16 A proved: Q WIND EXPOSURE CATEGORY: B ��� +• , - WIND SPEED(3-SEC GUST): 96 MPH OTC: ( W -I- . GROUND SNOW LOAD: 36 PSF [ N U_ N DESIGN ROOF SNOW LOAD: 26 PSF (, 02 /`� ttx permit J I!/�'v� —V� I N - , SEISMIC DESIGN CATEGORY: D Z O i U L' SEISMIC RISK FACTOR: II l r �._�<« : 13 0sb Icon R1 / N < OU 0) H U -46 J_ a 44 ' a. * Suite #: 4 Q N (n N W Q c '11 T LL CT I By: - Date: y/23/23 o Z 0 z a co„ LU O �l co Q LL 0 LL p N ' SCOPE OF WORK 7 - �g;` H a o ( ,o ;o �. - w >-- o Q ( w SHEET LIST ,.. ._'= ( o ") f= " .o =2 DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G—I COVER SHEET ����0 PROPec. MATTHEW GAULDIN V-2 SITE PLAN (AD. LIB) 6.4 KW DC & 4.64 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN �c5 ��G I N ee /O� DATE S-4 STRUCTURAL DETAILS 9 950P 12 APR 2023 PV MODULES: (16) SILFAB SOLAR SIL-400 HC+ S-5 STRUCTURAL CALCULATIONS & NOTES . : VALIDITY OF PERMIT E-6 ELECTRICAL DETAILS (LINE DIAGRAM) / PROJECT ID INVERTER(S): (16) ENPHASE IQ8PLUS-72-2—US E-7 ELECTRICAL CALCULATIONS & NOTES THE ISSUANCE OF A PERMIT OREGON 0091PF BASED ON CONSTRUCTION ,i E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) q l`L ROOF TYPE: COMPOSITION SHINGLE - 2 LAYER(S) E-9 ELECTRICAL LABELS & LOCATIONS DOCUMENTS AND OTHER q N 11, 20 y DATA SHALL NOT PREVENT 4N RO`N��` 04/13/2023 SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E—I0 ELECTRICAL DIRECTORY PLACARD (AD. LIB) COVER SHEET Approved plansTHE CODE OFFICIAL FROM y; y( n REQUIRING THE CORRECT'ON EXPIRES:12/31/24 ws 1a�C.U be on lob s-y-_' SHEET NUMBER REVISON OF ERRORS. ORSC 105.4 G-I 0 SITE NOTES: FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NOI 0 N GREATER THAN 24" ON CENTER IN ANY DIRECTION 13050 SOUTHWEST FALCON RISE DRIVE 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 FRONT OF HOME HEREIN CONTAINED SHALL NOT BE USED OESC 690.34 FOR THE BENEFIT OF ANYONE EXCEPT ION FOR ANY METER UPGRADES, ENSURE THAT THE DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO UTILITY METER IS LOCATED WITHIN 'OFT OF THE OTHERS OUTSIDE RECIPIENTS FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE LABEL SHOWING THE DISTANCE FROM THE FRONT Z' RESPECTIVE EQUIPMENT,WITHOUT THE CORNER OF THE HOUSE. h__ 3'-0" _o11 WRITTEN PERMISSION OF ION DEVELOPER, LLC. + + - + + + + - + + r'I\\� ++++ /lJ�a11 + + ++++ -.N CEP. + + r + + + + wW5TMLATI I F + + 5 TTA.4 URI Y 0 + + Z U .-0117719-W596 F + + EV.}1741/175 F + + + + ION DEVELOPER,LLC + + + + + + + 4801 N UNIVERSITY AVE#900 PROVO,UT + + + + + + + + + + + + + 8781 7 3'_O -----+++ ++ +++ ++ + 888. 81. 074 ++ + + ++++ +++++ �..,Z DAVID STANLEY CONRAD 1— i• + + + + + LU< C-ELECTRICAL CONTRACTOR + + v ' T T + + + + + v� C1524 3 _0„ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , -r - rrrT . . , + Q+ + + +#o+ + + +n++ + + +� + + +f+ + + + ,+++ + 0,++++ + + + + + + + + + + + + + 40++++ + + + + + + + + + + + + + + + + + + + +L� + + + �-F + + + + + + + ++ + + + + I�,.J+ + i + + + +0+ + + + + + + + + +`+ + + + + +1+ + +y+1+y+++ + + + + + +-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + t + + �N� • + + + •++++ �, �, �„ 6D1 �„ �, JBO + + + w + + + > - + + + + + + + + + + + + + + 0 + + +++++ + (n F + + + + + + F + + + + + _ + + 1 F + + N+ + i RR i Y 64 Y +++++ z o $�O o o ^ aF +`+ 11) -4 csk�(/ OPRN\ 9 950PF F + + + + + + + + + + + + + + + + ++ + + + + + + + + + + a ZO 0 a ZZ I— O W O N Ya Et � 6 U + + + } w N+ + { =/ OREGON I I 3'-O° _ 6.2 11, oti�� --I I--- 3'-0" ce w "'(7)44 � 04/13/2023 Z } oo w < Li" aqN RON� RSI 1— Q 0. 0 o O EXPIRES:12/31/24 DRAWING BY MATTHEW GAULDIN SCALE: 1/8" = 1'-0" DATE 0' 2' 4 816. 12 APR 2023 SYSTEM LEGEND (N) (N) PROJECT ID C (N)PV COMBINER PANEL d(N) (N) JUNCTION BOX s,� SUNEYE LOCATION ROOF SECTION ROOF PV MODULE CRITERIA AND SECTION QTY AZIMUTH PITCH TSRF 009IPF O (E) UTILITY METER / RSI 16 181 20 87% N (N)PV LOAD CENTER ACD (N)AC DISCONNECT FIRE SETBACK0 SPECIFICATIONS SHEET NAME i MAIN SERVICE PANEL (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) 1 (E) (E) MAIN SERVICE PANEL r(N)1 (N)PV PRODUCTION DC ROOF PLAN MAIN pVM AC (N)MICROINVERTER • METER (N) PV MODULE SHEET NUMBER REVISON (DEB (E) SUBPANEL (N) (N)DC-DC / STRING (N) (N)DC DISCONNECT I INVERTER DCD S-3 0 _ RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7PV MODULE PV RACKING SPAN AREA TAG SPAN 1 rPV MOUNTING RAIL 7 RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION P RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. ORIENTATIONORTRAIT STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. 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. CONFIDENTIAL-THE INFORMATION SCALE: 3/8' = I.-0" I . t LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED J ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: LUMBER AND PLYWOOD X-CANTILEVER L-X2 16 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 RAFTER SIZE: 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 ORIENTAPORTRAITTION LLC. ARRAY PARAMETERS , //\\. TOTAL ROOF AREA(SQ. FT.) 2570 P-Y2 / Zt��`M TOTAL PV MODULE AREA(SQ. FT.) 340.8 / L_Y2 N ► CEP' PV MODULE ROOF COVERAGE 13% 1 f LANDSCAPE ► - ORIENTATION S P YI ,� wwSTc/MON•.Y �- rrvo.3-17-O2516 ov.}n-mss PV ARRAY DETAIL, SIDE VIEW /' ION DEVELOPER,LLC SCALE: 3/8" = I' 0" 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 Oil888.781.7074 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. LU > CC 0 111 PV MODULE + Cl) Z o C U 0 to ai ',. _I N I 1 U N J I- U CLICKFIT RAIL Li_ � 00a Z I- 2' �? U _O O N z Q co Y W 1 . 6 LLI O 0 a U • 6„ - CLICKFIT L-FOOT Ct Q H IX CO Q co i -----...._.........._s_ � O ,:t LL O 0 0_ in0 IThi Z CO o LL_IZ Ln (E) COMP SHINGLE Inct in a 1 i ROOF MEMBRANE (7 o � 'O DRAWING BY I COMP SHINGLE FLASHING ���p PROFFs, MATTHEW GAULDIN 2Z" MIN. ������C,1N£�. iper DATE DEPTH 5/16" ZINC PLATED STEEL 9r I2-APR-2023 LAG SCREW WITH 2-1/2" 9 950P MIN. EMBEDMENT IN TO PROJECT ID (E) ROOF RAFTER OREGON 009IPF ✓qN 11' ZOO O STANDOFF DETAIL 4� F'� 04/13/2023 SHEET NAME SCALE: 3" = I'-0" qN RO`N� STRUCTURAL DETAILS EXPIRES:12/31/24 SHEET NUMBER REVISON S-4 0 PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS I ION 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 SOLAR MODULE WEIGHT (LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE 4.0 LUMBER AND SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING PLYWOOD 4 ' SOLAR MODULE AREA (SQ. FT) 21.3 OCCUPANCY /RISK CATEGORY II PITCH (DEG) 20 CONFIDENTIAL-THE INFORMATION PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH (3-SEC GUST)) 96 HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B FOR THE BENEFIT OF ANYONE EXCEPT ION MANUFACTURED DEVELOPER,LLC NOR SHALL IT BE PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF) (PG) 36 WOOD TRUSS DISCLOSED IN WHOLE OR IN PART TO 5/16"X 3-1/2" ZINC PLATED STEEL LAG OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 FRAMING TOP CHORD 2X4 1.0 ORGANIZATION,EXCEPT IN CONNECTION @ 24 IN. O.C. - WITH THE SALE AND USE OF THE RACKING DEAD LOAD (PSF) 0.8 RESPECTIVE EQUIPMENT,WITHOUT THE SOLAR MODULE DEAD LOAD (PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) DF #2 @6 FT. WRITTEN PERMISSION OF ION DEVELOPER, TOTAL PV ARRAY DEAD LOAD(PSF) 3.01 SLOPED ROOF SNOW LOAD(PSF) EQN. 7.4-I MAX SPAN LLC. = Ps =(Cs)(0.7)(CE)(CT)(Is)(Po) PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) 9.0 ./410.- STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE /FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 9.6 "AIM MIN. ROOF SLOPE (DEG.) 20 IMPORTANCE FACTOR (Is) = 1.0 TABLE 1.5-2 _ A{ ; :CEP MEAN ROOF HEIGHT(FT.) II SLOPE FACTOR (CS) = 1.0 FIG. 7.4-I PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.2 ` , c PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps (PSF) = 26 OK ROOF LIVE LOAD < ROOF SNOW LOAD (PSF) 26.0 LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 38.7 wwsrouuna� ». # OF ATTACHMENT POINTS 301~i OUIINEY nsmsee 00.3.17-202S MAX. POINT LOAD (LBS/ATT.) 19.5 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2- 2x4 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 39.0 SECTION MODULUS (S)(IN"3) 3.06 ION DEVELOPER,LLC MOMENT OF INERTIA(I)(IN"4) 5.36 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W) (PLF) 77.5 888.781.7074 DESIGN WIND PRESSURE (PSF) =P =OH(GCP)(YE)(YA) EQN. 29.4-7 MAX. MEMBER SPAN (L)(FT) 6 VELOCITY PRESSURE (PSF) =OH =0.00256(KH)(KzT)(KD)(KE)(V"2) EON. 26.10-I MODULUS OF ELASTICITY(E) (PSI) 1600000 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = 1 TABLE 26.13-1 SHEAR (Fv)(PSI) 180 C-ELECTRICAL CONTRACTOR TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 AREA(A)(IN"2) 5.25 C1524 VP EXPOSURE COEFF.(KH) = 0.70 EON. C26.10-I EQN. 26.10-I TOPOGRAPHIC FACTOR(KzT) = 1.0 EQN. 26.8-I OH (PSF) = 13.96 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) WIND DIRECTIONALITY FACTOR (KG) = 0.85 TABLE 26.6-I BENDING (Fs) (PSI) 900 LOAD DURATION FACTOR (Co) 1.15 UPLIFT DOWNWARD SIZE FACTOR(CF) 150 LLl GABLE ROOF 7° < 0 5 20° ZONE 1 ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-28 REPETITIVE MEMBER FACTOR(CR) 1.15 E RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ALLOWABLE BENDING STRESS (PSI) 1785.4o SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 _w U U7 EXTERNAL PRESSURE COEFF. (GCP) _ -2.0 -3.0 -3.6 0.7 c50 PROFFS ACTUAL BENDING STRESS (PSI) _ (wL"2)/(8(S)) 1366.3 = N ASD PRESSURE (0.6P)(PSF) = -13.40 -20.10 -24.12 13.03 �t� I N£ S� 77% OK OZ 0 N Q TRIBUTARY AREA(SO. FT)= 12.6 12.6 9.4 Gv� � F� 9 J N ^ U MAX. UPLIFT (0.6D+0.6P)(LBS) = -145.6 -229.7 -210.1 9 950P MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED Q J Q ALLOWABLE DEFLECTION L / 180cr RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. OREGON 0.400 IN. Z cn z Q w SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) Q O 0U O - . U • EXTERNAL PRESSURE COEFF. (GCP) _ -2.0 -3.0 -3.6 0.7 9 4N 11, `L�1' y 0.109 IN. Z Q 1 UJ m Q ASD PRESSURE (0.6P)(PSF) = -13.40 -20.10 -24.12 13.03 �qN RO`N�'� 04/13/2023 27% OK O 62 D 0 Q = co O TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 MAX DEFLECTION CHECK -LIVE LOAD Z _ I 0� p J Z eL O - MAX. UPLIFT (0.6D+0.6P)(LBS) _ -78.9 -124.4 -113.8 EXPIRES:12/31/24 ALLOWABLE DEFLECTION L / 240 >- OCC (7) W LLJ 0.3 IN. F- Q O (-D o o " ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) N U ~ CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED DRAWING BY STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.092 IN. MATTHEW GAULDIN LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = 1800(G"3/2)(D"3/4) 12.2.1 31% OK ROOF ATTACHMENT FASTENER (D) = 5/16 IN. LAG SCREW LUMBER SPECIFIC GRAVITY (G)= 0.5 TABLE 2.3.2 MAX SHEAR CHECK DATE FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (Co) = 1.6 TABLE 12.3.34 ALLOWABLE SHEAR Fv (A) I2-APR-2023 LBS FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 945 • PROJECT ID WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 ACTUAL MAX SHEAR (w)(L)/2 009IPF LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 232 LBS. MAX. ATT. WITHDRAWAL CAPACITY (LBS) = 359.6 > 229.7 MAX UPLIFT DEMAND (LBS) OK 25% OK SHEET NAME STRUCTURAL CALLS SHEET NUMBER REVISON S-5 0 • CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-R TYPE DESIGNATOR I/V TAG QTY SIZE-U TYPE DESIGNATOR I/V TAG QTY SIZE-P TYPE DESIGNATOR I/V TAG QTY SIZE-P TYPE DESIGNATOR I/V 10 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 19.36 A AC(MAX) 3 (2) 10 AWG THHN/THWN-2,Cu. BLACK(L1) 9.68 A AC(MAX) 2 (1) 10 AWG 2C,NM-B WIG,CU. (L1,L2,EGC) 9.68 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,CU. (L1,L2) 9.68 A AC(MAX) (1) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (2) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC FREE AIR 240 V AC (1) 6 AWG SOLID BARE CU. (EGC) 240 V AC (1) 10 AWG THHN/THWN-2,CU. WHITE(N) (1) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4 IN. EMT OR FREE AIR (RACEWAY) ION (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4 IN. EMT (RACEWAY) (1) 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 (16)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 (16)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE 120/240V AC,60HZ, (E)150A MAIN SERVICE PANEL BUSBAR PLUG-IN TYPE BREAKER (N)ENPHASE IQ COMBINER (N)JUNCTION BOX UL 1741 LISTED RESPECTIVE EQUIPMENT,WITHOUT THE SINGLE PHASE (E)I50A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) (OPTIONAL-FOR WRITTEN PERMISSION OF ION DEVELOPER, CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. n SECONDARY POWER (N)I5A/2P (I) Lz SOURCE(PV OCPD)TO Lz " n " n -- CIRCUIT ���� ./I\�. (E)I50A/2P BE LOCATED AT Lz Lz \ OF 8 L. IN��t� Dbbb OPPOSITE END OF ec< I MODULES BUSBAR FROM PRIMARY INTEGRATED R CEP °• SOURCE(MAIN OCPD)AI 4 ISA/2P MAX 'N . :CE ' (E)LOADS (NEC 705.12) TO E ENVOY GATEWAY ' 0- ��- 0 0• PVwsTscarODfTlox. -> (N)JUNCTION BOX TA gIptEY • IPV-0117719-0IS16 (N)25A/2P E1v.3-17-2 • ^ (N)15A/2P _ (I) sz 1 �,;((j��, - . " n " n CIRCUIT ��� 025 ION DEVELOPER,LLC I 1N - - z Lz LZ \ v� OF 8 4801 N UNIVERSITY AVE#900 PROVO,UT - E «L I MODULES L 84604 J G U �- EGc� id 888 7481 7074UNDERGROUND SERVICE LATERAL Ip O 0 O DAVID STANLEY CONRAD C-ELECTRICAL CONTRACTOR GEC Li (E)GROUNDING (ELECTRODE SYSTEM W > 0 Cl) U = 1 Z 0 N O Oo rn ^ Q J N - W -- () a rn (n J w < L� H CC CL U ELECTRICAL LINE DIAGRAM NOTES o LLu Z o co • ct a H rx m a � co OW ct D 0 < = U O Z J (n O J Z D - W >- O ch in a cn w (7 U' I- DRAWING BY MATTHEW GAULDIN DATE I2-APR-2023 PROJECT ID 0091PF SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 16 X 298 W = 4.768 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 = 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 N 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) = 12.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)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 ...f„` ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/4IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT A/AVIM CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA 'N 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 we+snuunar TYPE MICROINVERTER xvrrwwn�, MAX. OR RECOMMENDED MODULE POWER (W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) ov.}mwmin_ MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 19.4 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 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% =24.0 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 8 8 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 3200 W TOTAL MODULE QUANTITY 16 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) = 24.0 < 30.8 0 (B)(1)- W/OUT CORRECTION FACTORS STC DC POWER RATING OF ARRAY 6400W DC (B)(I) -W/OUT CORRECTION FACTORS FC INVERTER OUTPUT CIRCUIT CURRENT(A AC) 9.68 9.68 LARGER AMPACITY COMPLIANCE = 30.0 > 12.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 24.0 OK W 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 12.1 + CIRCUIT OCPD RATING (A) 15 15 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT IC = 19.36A CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA Z 0 N U COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN."2) = 0.084IN."2 0 O (NJQ PV POWER PRODUCTION SYSTEM OCPD RATING C.) M - cV U (X125%) 25A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N."2 .<L N D H Q MAX. ARRAY STC-AC POWER (W) 4640W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK Z _I 0_o_ U MAX. ARRAY CEC-AC POWER (W) 5708W AC (CEC) p p N Z Q ap Z W 1-- 0 W p - U AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE Q CD 0 so m Q • VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.1 241.1 0.46% CC O p = U O VRISE SEC. 2 (JBOX TO COMBINER BOX) 45 0 Cu. 1.0 241.0 0.44% Z J 0 0- - J_LL a_ VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 Cu. 0.5 240.5 0.19% z - TOTAL VRISE 2.6 242.6 1.09% OK >- O Q (/) W * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. a o 0 2 2) -4 (7 0 r2 I-. �. " 15 DRAWING BY MATTHEW GAULDIN DATE I2-APR-2023 PROJECT ID 0091PF 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)] P. 1D' HI_ 9C �� F FT FROM THE RAPID SHUT DOWN 14. AC DISCONNECT ,i DISCONNECT SWITCH [NEC 690.56(C)]. ION . .. RATED AC OUTPUT CURRENT 19.4A ` t` NOMINAL OPERATNG AC VOLTAGE 240 V SOLAR Iy FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION Pl, D G BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL IATH RAPS)SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION E It, B DTERMINALS OF THE DISCONNECTING MEANS TURN RAPID SHUTDOWN SYSTEM IS CONNECTED. [NEC DISCLOSED ED IN WHOLVELOPER,LLC E ORR HNL PART L IT BTO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TO THE'OFF'POSMON TO 690.56(C)] TERMINAL50NTHEUNEAND [NEC 690.13(6), NEC 705.22] PY SYSTEM ' iiibal. OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION ANDS WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SHOCK Haw MI RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION .,, —N THE ARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED :r/►�, C DEVICES IN CIRCUTS SUPPLYING POWER TO A ii `] AT MAIN SERVICE EQUIPMENT DENOTING 41/1/11111111 II ji THE LOCATION OF THE PV RAPID BUSBAR OR CONDUCTOR SUPPLIED FROM PCMERTOTTIS BUILDING IS ALSO SUPPLED SHUTDOWN SYSTEM DISCONNECTING DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROC*MOUNtED SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT ��' .'N.`' ► •__CEP' SOURCES:UTILITY GRID AND SO DOWN DISCONNECT SWITCH IS NOT E SOLAR ARRAY RAPID SHUTDOWNDISCO DISCONNECT PV SOLAR ELECTRIC SYSTEM I8LOCATED GROUPED AND WITHIN LINE OF SITE OF wNW,INSTALLATION..,.,,, MAIN SERVICE DISCONNECTING MEANS. SCOTT A.GURNEY 86 [NEC 705.10, NEC 690.56(C)(I)] wv-0nn EN.}n-mss ION DEVELOPER,LLC PLACED ADJACENT TO PV SYSTEM PLUG-IN 4801 N UNIVERSITY AVE#900 PROVO,UT D TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 SIDE CONNECTION. [NEC 705.12(6)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED 888.781.7074 POWER SOURCE I AT SOLAR ARRAY RAPID SHUTDOWN I OUTPUT CONNECTION SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS # PowERTO7TMM.L08 DerGls mQLSO THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE BUPPI�nFROMMANJDISTRBUTION SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR MIRY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED CI524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] o a > a © © o © (E)UTILITY METER © W + 120/240V AC, 60HZ, © F❑ N U = I SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX O O cv Q U U F F T --- N < ^ —I W I— U (n n Q Z uL JU f •T -1 0_ 0 N z < co LU I— ZO LLI O JO 0 O CC r = CO so V) • - PV SYSTEM 0 Mr Q 00 DISCONNECT(S)TO O La 0 p O PV INVERTER Z J (/) J_ Z • CC(N)PV BREAKER OUTPUT CIRCUIT(S) W >- O Q (n Ill ) N in DRAWING BY ® ' MATTHEW GAULDIN DATE "I«I I2-APR-2023 PROJECT ID 0091PF 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 8" (3MM). SHEET NUMBER REVISON E-9 0