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Plans AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS RECEIVED +. _ �-_ • ''' i GOVERNING CODESION I. ALL WORK SHALL COMPLY WITH: - _ 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) .d,, °� ;`"': '� 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) �" a - 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) r x CITY OF yI 5s- 7 - Mk 2018 INTERNATIONAL FIRE CODE(IFC) - A T r - 2021 OREGON PLUMBING SPECIALTY CODE BUILDING DIVISION :.4--4 - CONFIDENTIAL-THE INFORMATION INS - , `° A AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE ' -- DISCLOSED IN WHOLE OR IN PART TO SITE CLASSIFICATION NOTES,OSHA REGULATION II OUTSIDE RECIPIENTS j OCCUPANCY CLASS: SFR ORGANIZATION,EXCEPT IN CONNECTION CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE -. me _' - - ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE ,, ��''y . � —'" - - WRITTEN PERMISSION OF ION DEVELOPER, 1.� LLC. + I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 2 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE -- '" ) ONTO NEARBY PROPERTIES OR ROADWAYS. I 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATERLESP. 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 ol 1 ELECTRICAL CRITERIA,NOTESTEMTHER STEA SOURCE: ATLANDEOFFICE COPYWEATHER STATION: PORTLAND HILLSBORO MEXTREME MIN, TEMPERATURE: -8 ASHRAE 0.4%HIGH TEMP: 371 xy. ION DEVELOPER,LL C _ - �' - I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT III; �, - is;' 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 .o- j s _ 888.781.7074 ,+a( ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. '"�""" -{ 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61646, IEC61730. u .,. �4 . . DAVID STANLEY CONRAD 4. CONDUIT AND WIRESPECIFICATIONSARE BA ED MINIMUM CODE REQUIREMENTS AND ARE NOTMEANT S ONU 0 TO - t LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C ELECTRICAL CONTRACTOR 1 s1 ' C1524 IIIII 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL - - ;- BE PROVIDED AS PER SECTION[NEC 110.26]. _ = a .�: CITY OF TIGARD ak, k _ ,,+;*„ STRUCTURAL CRITERIA,NOTES REVIEWED FOI CODE COMPLIANCE b DESIGN LOAD STANDARD: ASCE 7-16 Approved: x z - - I . WIND EXPOSURE CATEGORY: B Approved: [ l i� _ WIND SPEED(3-SEC GUST): 96 MPH [ Q GROUND SNOW LOAD: 36 PSF ���' 1 0 H- -` _ DESIGN ROOF SNOW LOAD: 26 PSF n .�.�c U ?E. - SEISMIC DESIGN CATEGORY: D i crni t tt: '�� ct NSEISMICRISKFACTOR: II N Q At�irress: ragiCf15 i Ord1 N J U Suite : p I� Q By:. , �� Date: l�a 7ij :01 m Q w J ZO O G UDco J 0 .. , ; i _LL °N° Q :(j) . .; LIABILITY z z cn o -) z LL p 115 W h =e Cityof Tigard Fe. its L _ ,�o0 W W SCOPE OF WORK SHEET LIST ; I�y I :II = Asti; Q 17- resporii i9.`e for cil i< 1 ;,ties DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET whit"#1 !7:13y 13E.:i'4' he;'£:;;ri. � �p PROf'F S KAYLA MAE AREVALO S-3 ROOF PLAN � S/ 6.4 KW DC & 4.64 KW AC PHOTOVOLTAIC SOLAR ARRAY S-4 STRUCTURAL DETAILS �,' c��G I N FF �ifi DATE 1.4 S-5 STRUCTURAL CALCULATIONS & NOTES . ; VA IDITY OF PERMIT ct' 9 5OP� 9 E-6 ELECTRICAL DETAILS (LINE DIAGRAM) l 07 APR 2023 PV MODULES: (16) SILFAB SOLAR SIL-400 HC+ E-7 ELECTRICAL CALCULATIONS & NOTES TH ISSUANCE OF A PERMIT PROJECT ID INVERTER(S): (16) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS B' .ED ON CONSTRUCTION OREGON 0096YN D i UMENTS AND OTHER `�4N 11 20l`L ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) D• A SHALL NOT PREVENT 4/ RO`N0,' 04/07/2023 SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT T E CODE OFFICIAL FROM COVER SHEET RE. IRING THE CORRECTON EXPIRES:12/31/24 • ERRORS. ORSC 105.4 SHEET NUMBER REVISON G-I 0 1 SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO 1 ON 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 FOR ANY METER UPGRADES, ENSURE THAT THE CONFIDENTIAL-THE INFORMATION UTILITY METER IS LOCATED WITHIN IOFT OF THE HEREIN CONTAINED SHALL NOT BE USED FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A FOR THE BENEFIT OF ANYONE EXCEPT IONDEVELOPER,LLC NOR SHALL IT BE LABEL SHOWING THE DISTANCE FROM THE FRONT DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS CORNER OF THE HOUSE. ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. 11/11`1M Ella o _ N : :CEP', (A NNW U' (3) Co wrsnuuma� SdOtiAQJNEY N IPV411171991516 0 EN.3-17-2075 ION DEVELOPER,LLC D -n 4801 N UNIVERSITY AVE#900 PROVO,UT ✓ 84604 OD 0 ❑ ❑ 3'-0" 888.781.7074 ✓ Z r r r + a + + a + + + +. + + '� + + + + + + + + + + + + Q+ + + .1......... + + + r . + DAVID STANLEY CONRAD O + a + + + + + a + a +❑r + + a + a + + a C-ELECTRICAL CONTRACTOR + + a + +. + + + + a + + + a + + + a a + + + + TI + + + + + + + + + + + + + + + + + + + + + + + + r + C1524 + a + + + + a a a + a r + a a + a + + + a a + + + _ + + + + + + + + + + + + + + + + + + + O + + r r + + + + + + + + + + + +;++ ++++'9++++ RSI 3'-0" 3 + + + + + + m ++++ + + + + r riI4 ✓ + + + ■- + + • + r + + + + + ++++ ! +++++ r+++ tIiIiIitiI w + ++++ w .'1 +++++++r+r 0 U (n + + + + + + + _ ++++ +++_+ rr E- O N U + + O o 3 -0 —4-1 t~ SKYLIGHT c o ^ II a NI II (!1 � L.) 2 O J Q ct _ U CHIMNEY I- < J z a o 4 o _ 36" PATHWAY TO AND AROUND ��0,0 PROrtss a > Q W O0 W 'O• HEAT VENT PROVIDED c5 aG I Nfc %* o = o a = c;o 9 LL 3 LI 9950P r z w � � N w " w Q _ OREGON ( < 4 1= DRAWING BY qqH /1' 2o�C.: 04/07/2023 KAYLA MAE AREVALO '4N RO`N�' DATE SCALE: 3/32" = I'-0" EXPIRES:12/31/24 07-APR-2023 I0'-8" 21'-6' SYSTEM LEGEND (N) (N> ROOF SECTION ROOF PV MODULE PROJECT ID C (N)PV COMBINER PANEL �(N) (N)JUNCTION BOX S# SUNEYE LOCATION SECTION OTY AZIMUTH PITCH TSRF 0096YN CRITERIA AND RSI 16 177 27 93% (E) UTILITY METER / (N) (N)PV LOAD CENTER (N) (N)AC DISCONNECT FIRE SETBACK SPECIFICATIONS SHEET NAME MAIN SERVICE PANEL LC AC (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) 1 0 ROOF PLAN g r(N)' (N)PV PRODUCTION DC ( ) (E) MAIN SERVICE PANEL (N)MICROINVERTER L MAIN A METER AC (N) PV MODULE SHEET NUMBER REVISON (E) (E) SUBPANEL (N) (N)DC-DC / STRING (N) (N)DC DISCONNECT S-3 0 SUB I INVERTER DCD RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7Pv :ODULE PV RACKING SPAN AREA TAG SPAN -PV MOUNTING RAIL tION RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION I J P ORTRAI T RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. M 141 II +i r.OR I ENTAT I O N STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. NJDI 0 STANDOFF TYPE: L-FOOT&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" = ('-0" I to t HEREIN CONTAINED SHALL NOT BE USED LANDSCAPE FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION - — _-- _-- M in- - - ORIENTATION DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. el 101 DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: I/2'PLYWOOD X-CANTILEVER L-X2 16 IN. MAX. I —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, PORTRAIT RAFTER SPACING: 24 j ORIENTATION • LLC. ARRAY PARAMETERS ----- -.aim. TOTAL ROOF AREA(SQ. FT.) 2209 P Y2 / J/11111111\ TOTAL POLE MODULEO AREA OV(SQ.RA FT.) 340 / L-Y2 N i :CEP. PV MODULE ROOF COVERAGE 15% / 1.11.111r. LANDSCAPE ► �1 ORIENTATION--\ �_� P YI ,000110111011011r ' �_ wrarSWTT water'• M34T% PV ARRAY DETAIL, SIDE VIEW /! ION DEVELOPER,LLC SCALE: 3/8" = I 0 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 888.781.7074 AIIIIII-111.11°°.....;21--I-- DAVID STANLEY CONRAD 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. LLI > Q PV MODULE = (I) C) N Q N 1 N. 0 00 N J 0 F- U G CLICKFIT RAIL z o J `" a o Z m Z Q 0_ Yw H a l o Jo a ....1 "6,. CLICKFIT L FOOT c > _ c m a - \ III■ -0 co o ago LL Q o0 '.� (E) COMP SHINGLE _ co Q Y !;_ ROOF MEMBRANE N Q 4 I- O 'O DRAWING BY COMP SHINGLE FLASHING KAYLA MAE AREVALO 22" MIN. �_p PROres DATE 5/16" ZINC -�DEPTH PLATED STEEL � * ', 0 07-APR-2023 1 LAG SCREW WITH � MIN. EMBEDMENT IN TO 9 950P PROJECT ID (E) ROOF RAFTER / 0096YN 1 OREGON O STANDOFF DETAIL � SHEET NAME SCALE: 3" = I'-0" �� 11 2�ti 4,i F,y 04/07/2023 STRUCTURAL DETAILS 4NR0`1 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 MODULE MANUFACTURER / TYPE SILFAB SOLAR SIL-400 HC+ DEAD LOAD (PSF) RSI SOLAR MODULE WEIGHT(LBS) 47 JURISDICTION ION CITY OF TIGARD ROOF MEMBRANE COMPOSITION SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE 4.0 SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 1/2"PLYWOOD 1.7 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY/RISK CATEGORY II PITCH (DEG) P7 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 CONFIDENTIAL-THE INFORMATION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY HEREIN CONTAINED SHALL NOT BE USED B FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF)(PG) 36 MANUFACTURED DISCLOSED IN WHOLE OR IN PART TO 5/16"X 3-I/2"ZINC PLATED STEEL LAG WOOD TRUSS OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD (PSF) FRAMING TOP CHORD 2X4 I O WITH THE SALE AND USE OF THE 0 8 @ 24 IN. O.C. - RESPECTIVE EQUIPMENT,WITHOUT THE SOLAR MODULE DEAD LOAD (PSF) DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) DF #2 @6 FT. WRITTEN PERMISSION OF ION DEVELOPER, 2.21 LLC. TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD(PSF) EQN. 7.4-I MAX SPAN i/\\, 1//lt1 = Ps = (CS)(0.7)(CE)(CT)(IS)(PG) PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) 6.7 N : :CEI � STRUCTURE TYPE - ROOF SHAPE INHABITED - GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 7.6 MIN. ROOF SLOPE (DEG.) 27 IMPORTANCE FACTOR (IS) = 1.0 TABLE 1.5-2 MEAN ROOF HEIGHT(FT.) II SLOPE FACTOR (Cs) = 1.0 FIG. 7.4-1 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.4 PVINSTALLATIONSCOTTA.4111.111NEY PORTRAIT ATT. SPACING (IN. O.C.) 48 PS(PSF) = 26 OK ROOF LIVE LOAD < ROOF SNOW LOAD(PSF) 26.0 M}1 LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 37.0 # OF ATTACHMENT POINTS 36 ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO,UT DINT LOAD (LBS /ATT.) 16.3 RAFTER/ TOP CHORD MEMBER PROPERITES DF#2 -2x4 84604 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 16.3 SECTION MODULUS (S)(IN"3) 3.06 888.781.7074 MOMENT OF INERTIA(1)(IN"4) 5.36 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W)(PLF) 74.0 DAVID STANLEY CONRAD DESIGN WIND PRESSURE (PSF) =P =OH(GCP)(YE)(YA) C-ELECTRICAL CONTRACTOR EON. 29.4-7 MAX. MEMBER SPAN (L) (FT) 6 C1524 VELOCITY PRESSURE (PSF) =QH =0.00256(KH)(KzT)(KD)(KE)(V"2) EQN. 26.10-I MODULUS OF ELASTICITY(E)(PSI) 1600000 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-1 ARRAY EDGE FACTOR (yE) = I TABLE 26.13-I SHEAR(Fv)(PSI) 180 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 VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-I EQN. 26.10-I TOPOGRAPHIC FACTOR(KzT) = 1.0 EON. 26.8-I OH (PSF) = 13.96 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) WIND DIRECTIONALITY FACTOR (KQ) = 0.85 TABLE 26.6-1 BENDING (FB)(PSI) 900 > LOAD DURATION FACTOR (CD) 1.15 UJ UPLIFT DOWNWARD SIZE FACTOR(Cr) 1.50 Q GABLE ROOF 20°< 0 527° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C REPETITIVE MEMBER FACTOR(CR) 1.15 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 N SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 pROFEXTERNAL PRESSURE COEFF. (GCP) _ oU N Q 1.5 -2.5 -3.6 0.7 rip FSs� ACTUAL BENDING STRESS(PSI) _ (wL"2)/(8(S)) 1304.3 U) N II ' UASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03G I N f O� F� y 73% OK °� 0 n NE QTRIBUTARY AREA(SO. FT) = 12.6 12.6 9.4 950P 9r o o8 J o ct Ei 0 U ` MAX. UPLIFT(0.6D+0.6P)(LBS) _ -103.5 -187.6 -210.1 / MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED H Q J ZO Q 0 U OREGON ALLOWABLE DEFLECTION L/ 180 < >_ J CD 0 - •' ?� E t RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 0.400 > 2 m Q co SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 `/"QN �` ACTUAL MAX DEFLECTION (W)(L)"4/ 185(E)(I) Q J 0 Q = U O EXTERNAL PRESSURE COEFF. (GCP) = 5 -2.5 3.6 0.7 11, 7- -k U- < U_ p n ASD PRESSURE (0.6P)(PSF) = -10.05 -16.75 24.12 13.03 �4N RO`N��` 04/07/2023 0.104 IN. ? Z NCt J Z 1 26% OK UJ = co Q ^ ^ TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 EXPIRES:12/31/24 MAX DEFLECTION CHECK -LIVE LOAD Q MAX. UPLIFT(0.60+0.6P) (LBS) _ -56.1 -101.6 -113.8 ALLOWABLE DEFLECTION L/ 240 DRAWING BY 0.3 IN. KAYLA MAE AREVALO ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I)CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.087 IN. DATE LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = I800(G"3/2)(D"3/4) 12.2.1 29% OK 07-APR-2023 ROOF ATTACHMENT FASTENER (D) = 5/16 IN. LAG SCREW LUMBER SPECIFIC GRAVITY(G)= 0.5 TABLE 2.3.2 MAX SHEAR CHECK FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE 12.3.3A ALLOWABLE SHEAR FV(A) PROJECT ID FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 945 OO96YN WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.) = 266.0 ACTUAL MAX SHEAR (w)(L)/2 LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 222 LBS. SHEET NAME MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND(LBS) OK 23% OK STRUCTURAL CALCS SHEET NUMBER REVISON S-5 0 1 I I I 1 , 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 (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 W/G,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) (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/41N. EMT ION (1) 3/4 IN. EMT (RACEWAY) EXTERIOR (RACEWAY) EXTERIOR INTERIOR EXTERIOR r CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE LECTRICAL LINE DIAGRAM (16)SILFAB SOLAR SIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS (E)UTILITY METER LOAD-SIDE SOURCE CONNECTION ORGANIZATION,EXCEPT IN CONNECTION (N)JUNCTION BOX (16)ENPHASE IOSPLUS-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 4 (OPTIONAL-FOR UL 1741 LISTED RESPECTIVE EQUIPMENT,WITHOUT THE SINGLE PHASE (E)200A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) WRITTEN PERMISSION OF ION DEVELOPER, CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. LI " SECONDARY POWER (N)I5A/2P J N. `' L SOURCE(PV OCPD)TO _ �r P �z A �' r CIRCUIT ����� BE LOCATED AT ` `� OF 8 �a MAIM& OPPOSITE END OF I , BUSBAR FROM PRIMARY INTEGRATED E`� �—Ecc} MODULES -.ow ; :CEP p m SOURCE(MAIN OCPD) ISA/2P MAX p (NEC 705.12) TO IQ ENVOY ► i m ® GATEWAY 2 1 o— I O(N)JUNCTION BOX O wTR A.GURNEY (N)I5A/2P Ill EN.}v-2O z (I) 1wY-0SiA14Di5l6 `I n �I n x _�n CIRCUIT .•� ® ION DEVELOPER,LLC _ OF 8 ���© N es �N , z 1 4801 N UNIVERSITY AVE#900 PROVO,UT II I ne �-- �— cc —EGG I I MODULES G �7 �'rid 84604 UNDERGROUND b Y 1/ E V SERVICE LATERAL G 888.781.7074 10 0 0 0 DAVID STANLEY CONRAD Li N L2 GFC C-ELECTRICAL CONTRACTOR CI524 (E)GROUNDING (ELECTRODE SYSTEM >- W > Q a + I— _ I— O N O O I U U 4 n Q (n CV 1 U d5 N ---I N I— U 0 r 0 < O Z CD Z Q coo w ELECTRICAL LINE DIAGRAM NOTES • a _1O J Z 5 Q w u) � cy T m Q w O J 0 Q = (.5 C. Z Z CO C) —IZ O W co CC tri I-IJW W H = M Ca7 2 (n Q -4 R .p DRAWING BY KAYLA MAE AREVALO DATE 07-APR-2023 PROJECT ID 0096YN SHEET NAME ELEC. LINE DIAG. ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 16 X 298 W = 4.768 KW AC SHEET NUMBER BENISON E-6 0 I 1 I I i , 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 RATED POWER(PMAX) (W) 400 AMB. TEMP. AMP. CORRECTION = 0.91 DEVELOPER,LLC NOR SHALL IT BE MAXIMUM POWER VOLTAGE (VMP) 36.05 AMB. TEMP. AMP. CORRECTION = 0.88 DISCLOSED IN WHOLE OR IN PART TO # 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 SHORT CIRCUIT CURRENT (ISC) 58 RESPECTIVE EQUIPMENT,WITHOUT THE 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 ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 /4111106... RACEWAY SIZE / TYPE = 3/4 IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/41N. EMT /tilltlbX. CONDUCTOR(S) / CABLE(S) CROSS-SECTION AREA CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142 IN.2 (IN."2) = 0.106 IN."2 i :CEP. i CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N.2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N."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 wlrnrKunp� MAX. OR RECOMMENDED MODULE POWER(W) 440 SCOTTAauuEr JUNCTION BOX TO JUNCTION BOX (2) -17-2025 MCOMBINER BOX TO MAIN PV OCPD (10) INN-011771905le EXP.LOPER AXIMUM 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. ON DEVELOPER,LLC MAXIMUM START VOLTAGE(V) 58 CONDUCTOR AMP. RATING @60°C = 30 A CONDUCTOR AMP. RATING @75°C = 35 A 4801 N UNIVERSITY AVE#900 PROv0,UT MAXIMUM INPUT CURRENT(ISC) (A) 15 84604 MAX CONTINUOUS OUTPUT POWER (VA) 290 888.781.7074 PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) MAX. CONTINUOUS CURRENT (A) 1.21 MAX COMBINED INVERTER CONTINUOUS OUTPUT DAVID STANLEY CONRAD MAX INVERTER OUTPUT CURRENT X125%=12.0 A AC CURRENT X125% =24.0 A AC C-ELECTRICAL CONTRACTOR NOMINALCONTINUOUS US OUTPUT OUTPUT VOLTAGE 240 CEC WEIGHTED EFFICIENCY (%) CI524 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 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 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 STC DC POWER RATING OF ARRAY 6400W DC (B)(I) -W/OUT CORRECTION FACTORS (B)(I) - W/OUT CORRECTION FACTORS UJ 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 Q 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 12.1 p + CIRCUIT OCPD RATING (A) 15 15 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT I 2 Z I9.36A CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA 0 N COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN."2) = 0.084IN."2 o N Q PV POWER PRODUCTION SYSTEM OCPD RATING0 0 (X125%) MAX. ARRAY STC-AC POWER(W) 4640W AC (STC) CROSS SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 CO N f I- U N J ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK ZC)s U MAX. ARRAY CEC AC POWER(W) 5708W AC (CEC) O Z J O Q C3 U CIDZ AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE • j J U O LLJ VRISE SEC. I (MICRO TO JBOX)* 28.8 12 Cu. 1.1 241.1 0.46% Q' ,• _ L m 0) $ VRISE SEC. 2 (JBOX TO COMBINER BOX) < co 65 0 Cu.CU 1.5 241.5 0.63% O -1 O Q = U o VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 Cu. 0.5 240.5 0.19% Z Z p J 0_ p TOTAL VRISE 3.1 243.1 1.29% OK W W co Q N W * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. • H In U O O DRAWING BY KAYLA MAE AREVALO DATE 07-APR-2023 PROJECT ID 0096YN SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 I 1 I I I ELECTRICAL FIELD-APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. I SIGN LOCATED ON OR NO MORE THAN 3 PHOTOVOLTAIC SYSTEM A [NEC 690.54, NEC 690.13(B)] r-<, `' j', - , ; I F FT FROM THE RAPID SHUT DOWN d AC DISCONNECT , „. J' DISCONNECT SWITCH [NEC 690.56(C)]. ION RATED AC OUTPUT CURRENT 19.4A t ., NOMNAL OPERATING ACVOLTAGE 240 V ���p FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION �7OLARPV SYSTEM EJ D G BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL WM RAM)SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION B DEVELOPER,LLC NOR SHALL IT BE d). TERMINALS OF THE DISCONNECTING MEANS TURN RAPID SHUTDOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. �, E 690.56(C)] OTHERS OUTSIDE RECIPIENTS TERMINALS ON THEUNEAND [NEC 690.13(B), NEC 705.22] sr+urDOWN PvSYSTEM ORGANIZATION,EXCEPT IN CONNECTION AND REIM WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED Sraa S/2MM MI RESPECTIVE EQUIPMENT,WITHOUT THE — IN THE OPEN POSITION ,.» .—PTHEARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED /I\�. C DEVICES IN CIRCUTS SUPPLYING POWER TO A /� `� AT MAIN SERVICE EQUIPMENT DENOTING ///tt\ BUSBAR OR CONDUCTOR SUPPLIED FROM POYYERTO TNISSULDINOISASSOSUPPLffD THE LOCATION OF THE PV RAPID . SHUTDOWN SYSTEM DISCONNECTING N : :CEP. DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROOF MOUNTED SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT ► . SOURCES:UTILITY GRID AND saARAtsRAYtDwDSNUTDOVI eCOP11�r DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM IS LOCATED GROUPED AND WITHIN LINE OF SITE OF w INSTALLATION. ,.,,, MAIN SERVICE DISCONNECTING MEANS. NorrAmmem [NEC 705.10, NEC 690.56(C)(I)] W.317.2025 ION DEVELOPER,LLC PLACEDADJACENTTO SYSTEM PLUG D TYPE BREAKEETOR TO A BUSBAR FOR A LOADD 4801 N UNIVERSITY AVE#900 PROVO,UT84604 SIDE CONNECTION. [NEC 705.12(B)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED 888.781.7074 POWER SOURCE I AT SOLAR ARRAY RAPID SHUTDOWN I OUTPUT CONNECTION ; POWER TO THIS BUILDING IS ALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS SUPPLIED FROM MAIN ORITRelmON THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE 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] J❑ ❑I } ❑A © © ❑q © > (E)UTILITY METER oa I 20/240V AC, 60HZ, Q El SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX I-- _ O N O U U O (n 05 N U J I— U Z O cn J N Q O U m Q W F- Q J O J G� U Q > J (.D 0 MP Q W N Q 4 coY PV SYSTEM 1 IX DISCONNECTS)TO CC OW Q 0 Ci L.- p O (N)PV BREAKER OUTPUT CIRCUIT(S)PV INVERTER LU Z Z �(j W W o0 Q (n W Y if)H CD .0 � " NZ cLI n Q H .. sp EGC — _ DRAWING BY KAYLA MAE AREVALO DATE „IL21 07-APR-2023 PROJECT ID 0096YN 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