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Plans (2) .,. , a4ED AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS A" R Ask. i -)y GOVERNING CODES i I. ALL WORK SHALL COMPLY WITH: i , -q,ltT �,,��• CI V ' 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) R�J - 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) e .Sod all BOIL I ._;rib ' 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) :asp z ''' 2018 INTERNATIONAL FIRE CODE(IFC) A 1* :0 2021 OREGON PLUMBING SPECIALTY CODE Wf1Ch nt :ppeW. CONFIDENTIAL-THE INFORMATION _ �:, AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED fZ �-; , _ FOR THE BENEFIT OF ANYONE EXCEPT ION ii+} DEVELOPER,LLC NOR SHALL IT BE - 'yd ,. p�' ' SITE CLASSIFICATION NOTES,OSHA REGULATION DISCO�SED IN WHOLE OR IN OUTSIIDE RECIPIENTST TO HERS OCCUPANCY CLASS: SFR �i ORGANIZATION,EXCEPT IN CONNECTION CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE *. Y ZONING TYPE: RESIDENTIAL - RESPECTIVE EQUIPMENT,WITHOUT THE 4. tit ..-, WRITTEN PERMISSION OF ION DEVELOPER, LLC. - _ a • . . .. iiii 4, -; 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. 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE 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 4141c.*‘'a 3111.3.5.3 ITEM 3I.2 , `'`., 111 ELECTRICAL CRITERIA,NOTES I.N CEP , l rf iTEMPERATURE SOURCE: ASHRAE aY OFFICE COPY , ;,, 6 -, twz. * WEATHER STATION: PORTLAND HILLSBORO WIIKTAl1A710M EXTREME MIN. TEMPERATURE: -8 ASHRAE 0.4%HIGH TEMP: 37 r7s.3-17-2025 ION DEVELOPER,LLC 6-� ck� _ I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT J - tik 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 - LL - e4 .-- *. - ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 Wi ''- 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703,IEC61646, IEC61730. ' •a- DAVID STANLEY CONRAD 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO ' C-ELECTRICAL CONTRACTOR :•: ;i• LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C1524 ,.$ 0 410. 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL :.' r " •" BE PROVIDED AS PER SECTION[NEC 110.26]. 'Sr.. r. �. _ - 7 16 It ..it"` � STRUCTURAL CRITERIA,NOTES CITY OF TIC 4�'�D N v. r ,,. EV IE D DESIGN LOAD STANDARD: ASCE �V [) ! T T� �+ R W ,�4 "" -. . ,,' .:- WIND EXPOSURESCATEGORY:9B MPH �- 1 7 -� W'?ED FOR ODE COMPLIANCE Q E l t WIND SPEED(3-SEC GUST). 6 it GROUND SNOW LOAD: 36 PSF Approved: L 1 Q w U - DESIGN ROOF SNOW LOAD: 26 PSF 1" l ,� #; SEISMIC DESIGN CATEGORY: D O'I�C.• [ I (n O N U - - SEISMIC RISK FACTOR: II J it _ }}�� Q O N Q Crt111t ��2� �V ay Z N O �j �� J A<?�Iress• I3 1 "V" f i p� `o N 0'' ( D c� Q z w eaview Ln SW Seaview ti Suite #: o w i z a w 17- w By: tj'p,- Date: (D ?j = W w V}s ., o o Q z v o Google ° z -' o Q J z o N. er, �i Q O Cl) LU SCOPE OF WORK SHEET LIST (7i z � P ° ° .o INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET .\c56:0 PROFESS DRAWING BY DRS V-2 SITE PLAN (AD. LIB) ��i \\G I Nee i� 6.4 KW DC & 4.64 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN --v �' 'p eir DATE S-4 STRUCTURAL DETAILS 9 950P 06-APR-2023 S-5 STRUCTURAL CALCULATIONS & NOTES ' VALIDITY OF PERMIT PV MODULES: (16) SILFAB SOLAR SIL-400 HC+ E-6 ELECTRICAL DETAILS (LINE DIAGRAM) OREGON PROJECT ID INVERTER(S): (16) ENPHASE IQ8PLUS-72-2-USTHE ISSUANCE OF A PERMIT 009HNV E 7 ELECTRICAL CALCULATIONS & NOTES BASED ON CONSTRUCTION q� / 11 1(// E 8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) DOCUMENTS AND OTHER �c. 04/07/2023 ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) E-9 ELECTRICAL LABELS & LOCATIONS '4/V ROWS SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-10 ELECTRICAL DIRECTORY PLACARD (AD. LIB) DATA SHALL NOT PREVENT — COVER SHEET THE CODE OFFICIAL FROM EXPIRES:12/31/24 REQUIRING THE CORRECT flN SHEET NUMBER REVISON OF ERRORS. ORSC 1 n - G-I 0 SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE ION REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO GREATER THAN 24" ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, 36" PATHWAY TO AND EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 AROUND COMBUSTION VENT FOR ANY METER UPGRADES, ENSURE THAT THE UTILITY METER IS LOCATED WITHIN 'OFT OF THE CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED ` FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A FOR THE BENEFIT OF ANYONE EXCEPT ION LABEL SHOWING THE DISTANCE FROM THE FRONTDEVELOPER,LLC NOR SHALL IT BE CORNER '-0" TYP. DISCLOSED IN WHOLE OR IN PART TO OF THE HOUSE. w (C)I OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (E) MAIN WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE + + + + + + + + + a - a + + a a + - WRITTEN PERMISSION OF ION DEVELOPER, + + + + + + + a + + + + + + + + + LLC. + + + + + + + + + + + + + + + + + + +++++ ///KW\ ° + + + + + + +:+°+.+++° • : :CEP •+ « + + « « + + ° * + + + + + scmrwGURNEY 111 + INIr0117719"O15 6 > . ❑ ❑ ❑ n n ❑ ° o�.�v-ems --J'+'+ + + + + + + « + + + + « + + + + + + + + + « « Q + + « + + +++y+y+ y ,. « +j.t- , , .+I+'+' •+ +' + + ION DEVELOPER,LLC W 1( + 4801 N UNIVERSITY AVE#900 PROVO, UT 84604 LD LU LLJ Eai2 ° + * 888 781 7074 o E 0 * «■ o _ ' ' « DAVID STANLEY CONRAD Z + C-ELECTRICAL CONTRACTOR 0 O RSI Io R3 I� ++ CI524 I H H ® +I'.? U) Z + . LEI I- «I D + • O +❑ N 0 «« 1— W CD > Cr, O E2 f; ❑ z o + ❑ ❑ Q W (..) 0 I (c-9 _ c) N U 0 p N) ^ Q m 1 W Z N I i U ❑ (/) Q N (n C) ° eu (n Os () J (/) Q Z 1 o N w z Q o w H i W O J o . 0 ���p PROp = 0 oo U • RS2 mac-, .-GINE4. `S/0 a r p o < Q co m CS 0 -. z J O 0 J z o 9 950P W— < o Q () W Qo OREGON ( < Ln 1- :° si `L DRAWING BY q k 11 2��"�y 04/07/2023 DRS 4N RO' SCALE: 3/32" = I'-0" DATE 0' E:a 10-8° zr-4 EXPIRES:12/31/24 06 APR 2023 . — ... — moilmm SYSTEM LEGEND (N) (N) O ROOF SECTION ROOF PV MODULE PROJECT ID (N) PV COMBINER PANEL d(N) (N) JUNCTION BOX s# SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 009HNV CRITERIA AND RSI 10 181 23 97% ral (E) UTILITY METER / N (N)PV LOAD CENTER ACD (N) AC DISCONNECT ;«; FIRE SETBACK SPECIFICATIONS RS2 6 271 23 83% SHEET NAME . MAIN SERVICE PANEL (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) ••, (E) (E) MAIN SERVICE PANEL WI (N) PV PRODUCTION �� (N) MICROINVERTER ROOF PLAN MAIN _PWA METER AC (N)PV MODULE SHEET NUMBER REVISON (E) (E) SUBPANEL (N) (N) DC-DC / STRING (N) (N) DC DISCONNECT S-3 0 SUB DCD INVERTER RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7 PV MODULE PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION 1 T t t I ION P ORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. II �ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. M A 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" = 1'-0" I pi I LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED J ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION �� -- pg M 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: 7/16"OSB X-CANTILEVER L-XZ 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 PORTRAIT LLC. ORIENTATION ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 2681.86 P-Y2 ,1411111111 111'`` TOTAL PV MODULE AREA(SQ. FT.) 340.8 PV MODULE ROOF COVERAGE 13% L Y2 N •CEP' f— LANDSCAPE 1 �i ORIENTATION /,/ w smrrnaun. P YI �' 1� ""`-0117719-0.1586 Ew 33-17-202S PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = I' 0" �/ 4801 N UNIVERSITY AVE#900 PROVO,UT � 84604 888.781.7074 104 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. N I-- W Ct > O E PV MODULE a Lu _ D 0 N U Q Et 0. N CDZ NI Q W i U (/) Q (•I J U CLICKFIT RAIL Z `o (I) a- __IU a H ix d U O W w Z Q cc) W — LLJ O J 0 4 U - 6" CLICKFIT L-FOOT Q s I" cc) co O 1Y D O < = (_ O Z J (n a _I0 Z Q o 5 v) WI(E) COMP SHINGLE Qin ( . . 'i ROOF MEMBRANE v) z ") `- .� .6 DRAWING BY COMP SHINGLE FLASHING DRS 22" MIN. \<c' PR Ore `sSi DATE DEPTH 5/16" ZINC PLATED STEEL �Co c,\\G'N EFL i2"ey., 06 APR 2023 LAG SCREW WITH 2-1/2" 9 950P r MIN. EMBEDMENT IN TO PROJECT ID (E) ROOF RAFTER OREGON 009HNV STANDOFF DETAIL �qN 11 20`L�" SHEET NAME 0 SCALE: 3" I' 0" � qN RO`N\-�'y 04/07/2023 STRUCTURAL DETAILS EXPIRES:12/31/24 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 I 0 N 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 SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 7/16" OSB 1.7 7/16"OSB 1.7 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY/RISK CATEGORY II PITCH (DEG) 23 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH (3-SEC GUST)) 96 1 0 CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY 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 3-1/2"ZINC PLATED STEEL LAG P3 OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 WOOD TRUSS ORGANIZATION,EXCEPT IN CONNECTION TOP CHORD 2X4 WITH THE SALE AND USE OF THE RACKING DEAD LOAD (PSF) 0.8 FRAMING @ 24 IN. O.C. - 1.0 RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) DF #2 @6 FT. LLC. TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD (PSF) EQN. 7.4-I MAX SPAN /71F2N =Ps = (Cs)(0.7)(CE)(CT)(Is)(PG) PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE) = 1.0 TABLE 7.3-1 TOTAL ROOF DEAD LOAD (PSF) 6.7 6.7 -•i A •CEP' STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR (CT)= 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 7.3 7.3 MIN. ROOF SLOPE (DEG.) 23 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 INSTAILAMEAN ROOF HEIGHT(FT.) 20 SLOPE FACTOR (Cs) = 1.0 FIG. 7.4-I PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.3 3.3 ~ 411*A.aR nAL APv7714W596 PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps(PSF) = 26 OK ROOF LIVE LOAD< ROOF SNOW LOAD(PSF) 26.0 26.0 oo.}v-aozs LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 36.6 36.6 ION DEVELOPER,LLC # OF ATTACHMENT POINTS 36 4801 N UNIVERSITY AVE#900 PROVO,UT MAX. POINT LOAD (LBS/ATT.) 16.3 RAFTER/ TOP CHORD MEMBER PROPER!TES DF #2 -2x4 DF#2-2x4 84604 MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 16.3 SECTION MODULUS (S)(IN"3) 3.06 3.06 888.781.7074 MOMENT OF INERTIA(I)(IN"4) 5.36 5.36 DAVID STANLEY CONRAD DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W)(PLF) 73.2 73.2 C-ELECTRICAL CONTRACTOR DESIGN WIND PRESSURE (PSF) =P = QH(GCP)(YE)(YA) EQN. 29.4-7 MAX. MEMBER SPAN (L)(FT) 6 6 C1524 VELOCITY PRESSURE(PSF) =QH = 0.00256(KH)(KZT)(KD)(KE)(V"2) EON. 26.10-I MODULUS OF ELASTICITY (E)(PSI) 1600000 1600000 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR(YE) = I TABLE 26.13-I SHEAR (Fv)(PSI) 180 180 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 5.25 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) (FB)(CD)(CF)(CR) N WIND DIRECTIONALITY FACTOR(KD) = 0.85 TABLE 26.6-1 BENDING (FB)(PSI) 900 900 1 W LOAD DURATION FACTOR(Co) 1.15 1.15 O E UPLIFT DOWNWARD SIZE FACTOR(CF) 1.50 1.50 Z CI + GABLE ROOF 20°< 0 527° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 Q W U N D 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 �(j OQ I U SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 m 0 to 1 ^ Q I EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 .`51 PR�FFSs+ ACTUAL BENDING STRESS (PSI) _(wL"2)/(8(S)) 1290.6 1290.6 LU Z N J U) {U- U ASD PRESSURE (0.6P)(PSF) = -10.05 -16.75 -24.12 13.03 ,_� ��G 1 Nee 4O 72% OK 72% OK U) O ON J (n Q TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 -Sr 00 I- 0 U MAX. UPLIFT (0.6D+0.6P)(LBS) = 103.5 187.E -210.1 ?. .,e9 5OP MAX DEFLECTION CHECK- TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED O N. W OZ < LLI �_ U ALLOWABLE DEFLECTION L / 180 L / 180 = W O� W CP 4 RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. OREGON 0.400 0.400 IN• CY 0 CO Q 00 SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 `�.q 11' ACTUAL MAX DEFLECTION (W)(L)"4/ 185(E)(I) (W)(L)"4 / 185(E)(1) u. _J 0 W 0_ Up O^ EXTERNAL PRESSURE COEFF. (GO') _ -1.5 -2.5 -3.6 0.7 N ��� 20 � 0.103 IN. 0.103 IN. z J Z �(i - ASD PRESSURE (0.6P)(PSF) = -10.05 -16.75 -24.12 13.03 4z4 `,'\v 04/07/2023 c o 0_ (n w N ROw 26% OK 26% OK UJ E as 4 _ _ TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 MAX DEFLECTION CHECK-LIVE LOAD (n Z M __ _ .� MAX. UPLIFT (0.6D+0.6P)(LBS) _ -56.1 -101.6 -113.8 EXPIRES:12/31/24 ALLOWABLE DEFLECTION L/240 L/240 DRAWING BY 0.3 IN. 0.3 DRS ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / I85(E)(1) (W)(L)"4 / I85(E)(I) CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.086 IN. 0.086 IN. DATE LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = I800(G"3/2)(D"3/4) 12.2.1 29% OK 29% OK 06-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(Co) = 1.6 TABLE 12.3.34 ALLOWABLE SHEAR Fv(A) Fv(A) PROJECT ID LBS 009HNV FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 945 945 • WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.)= 266.0 ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 SHEET NAME LAG SCREW WITHDRAWL CAPACITY (LBS) = 760.0 220 LBS. 220 LBS. STRUCTURAL CALCS MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND(LBS) OK 23% OK 23% OK SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-4 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) 12.1 A AC(MAX) 2 (1) 10 AWG 2C,NM-B WIG,CU. (L1,L2,EGC) 12.1 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,CU. (L1,L2) 12.1 A AC(MAX) (1) 10 AWG THHN/THWN-2,CU. RED(L2) 240 VAC (2) 10 AWG THHN/THWN-2,CU. RED(L2) 240 VAC 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 (16)SILFAB SOLAR SIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO ELECTRICAL LINE DIAGRAM 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 (N)JUNCTION BOX RESPECTIVE EQUIPMENT,WITHOUT 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 WRITTEN PERMISSION OF ION DEVELOPER, SINGLE PHASE (E)200A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. r SECONDARY POWER (N)20A/2P n _ (I) ,.+ -� I I(E)200A/2P SOURCE(PV OCPD)TO �o -I '` _ - L� n - COF IOT ����� /1.LL_LL_].� I OP LOCATED AD E. �o I I MODULES I l t 1bbb\\ OPPOSITE END OF INTEGRATED 1' iti git (^F H BUSBAR FROM PRIMARY I5A/2P MAX 7 `., �t N P •C`P m dddddd SOURCE(MAIN OCPD) ® (E)LOADS (NEC 705.12) TO E ENVOY GATEWAY El �o o- - o 0 (N)JUNCTION BOX O Sca7 A.GURNEY /W-0117719-01586 E7P.3-17-2025 (N)25A/2P n (N)15A/2P - * (I) ` ' - L' n LI n \• CIRCUIT Alma ION DEVELOPER,LLC�� - - --- N o • OF 6 © 4801 N UNIVERSITY AVE#900 PROVO, UT N .V _c � ® Ecc11.7 V ® ec I I MODULES IN 84604 UNDERGROUND E re V TV'� 888.781.7074 G SERVICE LATERAL Ip U(y C-ELECTRICAL CONTRACTOR II N Lz C1524 (E)GROUNDING ELECTRODE SYSTEM NJ W Ct > O E Z 0 + Q W U D F— 0 = I (/) 0 O N U Q CC O CO 0 rr) -4r- a 1 W Z cK-I I I U Z I— Et O_ U ELECTRICAL LINE DIAGRAM NOTES Q - 0 0 Z Z S W U) CK = U 0 D O CO Q co OL JL_ W 0 L 0 N- Z U) 0 -J Z [) —W Q O Q (/) W 1-- Q I.f)fl Os O .0 .0 • U) Z F — so DRAWING BY DRS DATE 06-APR-2023 PROJECT ID 009HNV 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 = 2.1 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.14 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%=15.0 A AC MAX INVERTER OUTPUT CURRENT X125%=15.0 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) II.I ADJUSTED CONDUCTOR AMPACITY (A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 21.12 A AC ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE OPEN CIRCUIT VOLTAGE (VOC) 43.02 RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT(ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 15.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 15.0 < 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 > 15.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 15.0 OK SERIES FUSE RATING 20 o`/\v►. 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 MASS\ CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA ►k it :CEP y ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142 IN.2 (IN."2) = 0.106IN."2 -s 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 wa+srKu71on TYPE MICROINVERTER samTA.GURNEY 9411586 MAX. OR RECOMMENDED MODULE POWER (W) 440 JUNCTION BOX TO JUNCTION BOX(2) COMBINER BOX TO MAIN PV OCPD (10) W.3-17 MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.1 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 19.4 A AC ION DEVELOPER,LLC 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. 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%=15.0 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 10 6 ADJUSTED CONDUCTOR AMPACITY(A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 30.8 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 4000 2400 N TOTAL MODULE QUANTITY 16 PV MODULES LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 15.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 24.0 < 30.8 H- LU STC DC POWER RATING OF ARRAY 6400W DC (B)(I) -W/OUT CORRECTION FACTORS (B)(I) -W/OUT CORRECTION FACTORS CC IT 1 INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 7.26 LARGER AMPACITY COMPLIANCE = 30.0 > 15.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 24.0 OK z co + 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.13 9.08 Q C.) W W CIRCUIT OCPD RATING (A) 20 15 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT 1- 0 = 19.36A CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA O O N U COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN."2) = 0.0841N."2 m p rr> 1 ^ Q1 PV POWER PRODUCTION SYSTEM OCPD RATING W Z N W U (X125%) 25A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N."2 0 � N J CO Q MAX. ARRAY STC-AC POWER(W) 4640W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK Z MAX. ARRAY CEC-AC POWER (W) 5708W AC (CEC) 0 w 0 z Q cO W H W O J C3 .4 U p .p AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE Z = w N W • (n VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.4 241.4 0.58% CO Q oo VRISE SEC. 2 (JBOX TO COMBINER BOX) 65 10 Cu. 1.9 241.9 0.79% _i 0 U LaL 0_ Uor- VRISE SEC. 3 (COMBINER BOX TO POI) 10 10 Cu. 0.5 240.5 0.19% Z Cl) 'J z Lr> TOTAL VRISE 3.7 243.7 1.56% OK W EE cr 4 W * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. 1- Q in U ,0 .0 - (75 Z v) H- DRAWING BY DRS DATE 06-APR-2023 PROJECT ID 009HNV 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)] RAPID 1'1U 1 DC'`:'!N F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT A `WITCH C'OF' DISCONNECT SWITCH [NEC 690.56(C)]. ION RATEDACOUTPUTCURRENT 19.4A SC)AR 'r)V : (S-i al NOMINAL OPERATPIG AC VOLTAGE 240 V -SOLAR PV SYSTEM EQUIPPED. G FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION 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 &WARNING DEVELOPER,LLC NOR SHALL P BE l YY R B TERMINALS OF THE DISCONNECTING MEANS TURN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCKHAZARD MAY BE ENERGIZED IN THE OPEN POSITION. 'OSWITCH PP TO THE TO sar OTHERS OUTSIDE RECIPIENTS 690.56(C)] ORGANIZATION,EXCEPT IN CONNECTION TERMINALS ON THE LiNEAND [NEC 690.13(B), NEC 705.22] SHUTDOWNPVSYSTEM wReax WITH THE SALE AND USE of THE LOAD SIDES MAY BE:ENERGIZED SHOCK HAZARD AND REDUCE 1 RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION ---piT ARRAY WRITTEN PERMISSION OF ION DEVELOPER, AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED //�e� L.WARNING C DEVICES IN CIRCUTS SUPPLYING POWER TO A �' AT MAIN SERVICE EQUIPMENT DENOTING 11111� BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TO THIS BUILDING IS ALSO BUPPUED THE LOCATION OF THE PV RAPID SHUTDOWN SYSTEM DISCONNECTING DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FRO./A ROOF MOUNTED SOLAR ARRAY• MEANS IF SOLAR ARRAY RAPID SHUT 'i► . r �— SOURCES:UTILITYGRIDAND 80<ARARRAYRAPIDSNUIDOWNU,s ECf DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM I8LOCATm GROUPED AND WITHIN LINE OF SITE OF PV INSTALLATION •�•:. MAIN SERVICE DISCONNECTING MEANS. SWITA GURNEY rw431.17/19 015 [NEC 705.10, NEC 690.56(C)(I)] on.i 72O25 ION DEVELOPER,LLC PLACED ADJACENT TO PV SYSTEM PLUG-IN 4801 N UNIVERSITY AVE#900 PROVO,UT &WARNING D TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 SIDE CONNECTION. [NEC 705.12(B)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED POWER SOURCE d WARNING I AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 OUTPUT CONNECTION 3 POWER TO THIS BUILDING I3ALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE SUPPLIED FROM SOLAR ARRAY RAPID SHUT DOWN C -ELECTRICAL CONTRACTOR UTILITY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED CI524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] J❑ • LU EJ IV a © © a © OEt- (E) UTILITY METER + 120/240V AC, 60HZ, © D❑ © F❑ Z< LU U D ▪ (-D = SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX Q E cp O N U 00 p re) 1 " Qi [ 1 u Z N 0 F- J H U L2 (n D 0Q T Z H— Q U Z = w Cl) LU • PV SYSTEM p 0 11.. O Q CO = U o DISCONNECT(S)TO J 0 LL OL a PV INVERTER Cl)Q p Q N UL _ (N)PV BREAKER OUTPUT CIRCUIT(S) LU CC cr _ _ oc L I— Q Lr) _O 6 .4 N o o - 0 0 CT) H .� .� p E G C DRAWING BY ,1 DRS DATE 06-APR-2023 1 NIL] PROJECT ID 009HNV ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-201I 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