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Plans AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS t; C:40 N '. CDES : »s, -m-- I.OALLNWORK ING SHALL COMPLY WITH: 202a: 20191 OREGON STRUCTICAL URAL SPEC SPECIALTY CODE OREGON ELECTECIALTY CODE((OOSSC)ESC) o..- ,y " 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) 2018 INTERNATIONAL FIRE CODE(IFC) CITY OF TIGARD `"'" ". "`"'""...........`` 2021 OREGON PLUMBING SPECIALTY CODE BUILDING DIVISION CONFIDENTIAL-THE INFORMATION .. ' 't AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED ° FOR THE BENEFIT OF ANYONE EXCEPT ION air DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO ,� ,y -, °" SITE CLASSIFICATION NOTES,OSHA REGULATION Approved plansOTHERS OUTSIDE RECIPIENTS - - OCCUPANCY CLASS: SFR ORGANIZATION,EXCEPT IN CONNECTION CONSTRUCTION CLASS: V-B r ' ^y ���� be on ��,� �;3�_. WITH THE SALE AND USE OF THE _ �,N ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE 11/4 WRITTEN PERMISSION OF ION DEVELOPER, LLC. I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. fr 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 AI.11111M 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 i'N . SCE ='�+° ELECTRICAL CRITERIA,NOTES (\III ' C / ' TEMPERATURE SOURCE: ASHRAE `- <: s WEATHER STATION: PORTLAND HILLSBORO OFFICE COPY w 'SCOTT a.O '� EXTREME MIN.TEMPERATURE: -8 r - t=. $ ASHRAE 0.4%HIGH TEMP: 37 s 9015116 �; � ° ION DEVELOPER,LLC I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT I : 1 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703, IEC61646, IEC61730. DAVID STANLEY CONRAD ?y 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO T C-ELECTRICAL CONTRACTOR ig 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]. 111 ,.. CITY OF TIGARD Q STRUCTURAL CRITERIA,NOTES R.F`TIEN ED POR ODE COMPLIANCE O *, I DESIGN LOAD STANDARD: ASCE 7-16 Q' ).if �t WIND EXPOSURE CATEGORY: B A 7 0 WIND SPEED(3-SEC GUST): 96 MPH Approved: [ cK ix , _ f GROUND SNOW LOAD: 36 PSF DESIGN ROOF SNOW LOAD: 26 PSF LLJ L_ U S s " SEISMIC DESIGN CATEGORY: D CO rr) = i IYk,S I zz23 — �/ L o N o N a ' t' SEISMIC RISK FACTOR: II hCr11l it lJ� 3 C //�/ N O i U .at +- Address: �a f �.f� I' >_ a' 0 J U U ^ Via', suite #: a Z l� J WI %k, / Z O U By: Date:�i t� 7i3 �� o W w cE a c U � os z z'Li, iO � L1J cr) rn _' , Q N cc; � cc, Q H CC OO H N LJ SCOPE OF WORK SHEET LIST g� Bti: 1 1 I g v, o ,o o_ -4 er'tppli 9s all r4o1 be DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET @'e sponsd`pe 15, ' 4, `p,;: elw MARCUS ALVORD S-3 ROOF PLAN verjch may , W<{ herein. p PROF 4.4 KW DC a 3.19 KW AC PHOTOVOLTAIC SOLAR ARRAY S-4 STRUCTURAL DETAILS `C�,�- F DATE S-5 STRUCTURAL CALCULATIONS & NOTES �� �G I N£ 07-APR-2023 E-6 ELECTRICAL DETAILS (LINE DIAGRAM) VALIDITY OF PERMIT �� `� F':::/°.3 PV MODULES: (II) SILFAB SOLAR SIL 400 HC+ lE-7 ELECTRICAL CALCULATIONS & NOTES ' THE ISSUANCE OFA PERMIT 9 950P PROJECT ID INVERTER(S): (II) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS BASED ON CONSTRUCTION 009EVJ DOCUMENTS AND OTHER OREGONROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) DATA SHALL NOT PREVENT �q `lc SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT THE CODE OFFICIAL FROM 9� N II' 20 04/10/2023 COVER SHEET REQUIRING THE CORRECTION 4N RO`N\- OF ERRORS. ORSC 105.4 EXPIRES:12/31/24 SHEET NUMBER REVISON 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, A/C DISCONNECT IS APPROX. 0 EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 FOR ANY METER UPGRADES, ENSURE THAT THE 21 -5" AWAY FROM METER ON UTILITY METER IS LOCATED WITHIN 'OFT OF THE REIN CONTAINETIAL D THE L NOT BE USED CONTAINED SHALL NOT BE USED FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE LABEL SHOWING THE DISTANCE FROM THE FRONT DISCLOSED IN WHOLE OR IN PART TO CORNER OF THE HOUSE. OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION❑ WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE 6770 SOUTHWEST TAYLORS FERRY ROAD WRITTEN PERMISSION OF ION DEVELOPER, LLC. FRONT OF HOME .,N : •CEP` • + + . . • (E) (E) • + +• MAIN wwsrwAirox + + M + + 0 muSCOTT ms-ors + + - EXP.3-n-2O2 N 31_0„ —._ + +• f ACD .++++ ION DEVELOPER,LLC 2,_5„ (N) ,++++ 4801 N UNIVERSITY AVE#900 PROVO,UT C + + - 84604 • + + + + • 888.781.7074 + + ❑ • I'-0" 0 ++++- DAVID STANLEY CONRAD + C-ELECTRICAL CONTRACTOR ONTRACTOR+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C1524 + + + + I• + t I I I FI I I + + I I + + + . F + + + + + + + + + + + + + + +\ U \ + / +++ + ++++ ❑ ❑ U +- + + + + ++ �eox RS2 I'-o° 0 + + + + + + +++ + + + N ❑ + + + + + + eil Q + - + + + p Iraqi + + + ct mil +++- >- � ,i.gri ,�Ek, PROFESS ++ 0 ❑ w G / + + .1111 rn ,C c/* I N EFL Ov + +++- o N a „ + + + )Ij + - 1- Z <n J OREGON 3 -� +++++ DF + owI- S w F++ ALL HEAT/SMOKE VENTS HAVE A aILI , o qqN ROw�F� 04/10/2023 I. 36" PATHWAY TO AND AROUND THEM . o ? z CO Ch a " N EXPIRES:12/31/24 RSI �' 4++, ? , a a - z 1,6 + LU LU o H (.0 w + a - LU o -t + cn o .0 O. �. `. -t + a • + + - DRAWING BY ++a MARCUS ALVORD F + + I —lb"-+ f I I_0, SCALE: 1/8" = 1'-0" + - DATE o 2 4 8 16' �1 1r I'-0" 07 APR 2023 ■ SYSTEM LEGEND N (N) O ROOF SECTION ROOF PV MODULE PROJECT ID ( ) C (N)PV COMBINER PANEL 1 (N)JUNCTION BOX Sp SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 009EVJ CRITERIA AND RSI 6 270 18 77% 0 MAIN SERVICE PANEL LC ACD (E) UTILITY METER / (N) (N)PV LOAD CENTER (N) (N)AC DISCONNECT FIRE SETBACK SPECIFICATIONS RS2 5 180 6 62% SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) 0(E) (E) MAIN SERVICE PANEL "(N)1 (N) PV PRODUCTION DC (N) MICROINVERTER ROOF PLAN MAIN LP i METER AC (N) PV MODULE SHEET NUMBER REVISON 5t OD (E) (E) SUBPANEL (N) (N) DC-DC / STRING DCD DC DISCONNECT S-3 INVERTER RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7PV MODULEPV RACKING SPAN AREA TAG SPANPV MOUNTING RAIL ION RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION r 1tPORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48IN. O.C. MAX. >ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. (� ® N N STANDOFF TYPE: L-FOOT 8,FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN. MAX. 5/16"X 3-I/2"ZINC PLATED PV ARRAY DETAIL, FRONT VIEW —P-X2— P-XI FASTENER: STEEL LAG SCREW Y-CANTILEVER P-Y2 15 IN. MIN. -17 IN. MAX. I CONFIDENTIAL-THE INFORMATION SCALE: 3/8" = I'-0" I ro t r LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED J ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION -� I4 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: 1/2"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 RAFTER SPACING: 24 PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, ORIENTATION LLC. ARRAY PARAMETERS 'r/�-��\���\\ TOTAL ROOF AREA(SQ. FT.) 2733 P-Y2 11w i 11 TOTAL PV MODULE AREA(SQ. FT.) 234.3 %PV MODULE ROOF COVERAGE 9% L-Y2 �f LANDSCAPE �/ ORIENTATION y PVINSTALLAV,ON P-YI �' , �/ SCOTfnwRNEY �/� «wouna-III 02S DP. PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = I' 0" ,� 4801 N UNIVERSITY AVE#900 PR0V0,UT / 84604 888.781.7074 01111 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. 4 0 Cr CC Cr PV MODULE Iwi U cn rn = N O N U N O 0 - ^ 4 Q _Ch J w 0 U CLICKFIT RAIL z ~ Z N J Q O U O O w w 4 v 6" CLICKFIT L-FOOT o o = 0 m Q `� mu1 -E z 4 0 za � o rn N J (E) COMP SHINGLE tri w w o cn w I '� ROOF MEMBRANE r,,,, ��F" N�F''k.P v) o 'O -4f �-. J �, F, , DRAWING BY 17 COMP SHINGLE FLASHING 950E r- MARCUS ALVORD 2Z" MIN. OREGON DATE DEPTH 5/16" ZINC PLATED STEEL 1j LAG SCREW WITH 2-1/2" ✓9� 0�°L 07 APR 2023 11, 2 -k MIN. EMBEDMENT IN TO < C.. 04/10/2023 PROJECT ID (E) ROOF RAFTER qN ROWS 009EVJ EXPIRES:12/31/24 CD STANDOFF DETAIL SHEET NAME SCALE: 3" - I'-0" STRUCTURAL DETAILS SHEET NUMBER REVISON S-4 0 PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV SYSTEM EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD / FRAMING CALCULATIONS MODULE MANUFACTURER/TYPE SILFAB SOLAR SIL-400 HC+ JURISDICTION DEAD LOAD (PSF) RSI RS2 ION 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 1/2"PLYWOOD L7 1/2"PLYWOOD 1.7 _ _ SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY/RISK CATEGORY II PITCH (DEG) 18 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH (3-SEC GUST)) 96 14 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 OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153TOP CHORD WOOD TRUSS 16 ORGANIZATION,EXCEPT IN CONNECTION SALE AND USE OF THE RACKING DEAD LOAD(PSF) 0.8 FRAMING @ 24 N. O.CX I THETH - 1.0 RESPECTIVE VEEQUIPMENT,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 ills. =PS = (Cs)(0.7)(CE)(CT)(Is)(PG) .I V i 'CEP` PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) 6.7 7.1 STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 7.1 7.4 MIN. ROOF SLOPE (DEG.) 16 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 w _ MEAN ROOF HEIGHT (FT.) II SLOPE FACTOR (Cs) = 1.0 FIG. 7.4-1 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.2 3.1 PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps (PSF) = 26 OK ROOF LIVE LOAD < ROOF SNOW LOAD(PSF) 26.0 26.0 DP.317-2025 LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 36.2 36.5 ION DEVELOPER,LLC # OF ATTACHMENT POINTS 44 4801 N UNIVERSITY AVE#900 PROVO,UT MAX. POINT LOAD (LBS / ATT.) 9.2 RAFTER/ TOP CHORD MEMBER PROPERITES DF#2 -2x4 DF #2 - 2x6 84604 MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 9.2 SECTION MODULUS (S)(IN"3) 3.06 7.56 888.781.7074 MOMENT OF INERTIA(I)(IN"4) 5.36 20.80 DAVID STANLEY CONRAD DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER(W)(PLF) 72.4 72.9 C-ELECTRICAL CONTRACTOR DESIGN WIND PRESSURE (PSF) = P = QH(GCP)(YE)(YA) EQN. 29.4-7 MAX. MEMBER SPAN (L) (FT) 6 10.2 C1524 VELOCITY PRESSURE (PSF) =OH = 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 26.11-1 GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 AREA(A)(IN"2) 5.25 8.25 VP EXPOSURE COEFF.(KH) = 0.70 EON. C26.10-I EQN. 26.10-I Q TOPOGRAPHIC FACTOR(KzT) = 1.0 EON. 26.8-I OH (PSF) = 13.96 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) O WIND DIRECTIONALITY FACTOR(KO = 0.85 TABLE 26.6-1 BENDING (Fe)(PSI) 900 900 CC LOAD DURATION FACTOR (CD) 1.15 1.15 } CC UPLIFT DOWNWARD SIZE FACTOR(CF) 1.50 1.30 CC LU + GABLE ROOF 7° < 0<_20° ZONE 1 ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2B REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 U N 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 1547.3 w Pr) _ �' N O N U SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 t`p PROF O ^ (D ^ < EXTERNAL PRESSURE COEFF. (GCP) = -2.0 -3.0 -3.6 0.7 .\C�` (Si, ACTUAL BENDING STRESS(PSI) _ (wL"2)/(8(S)) 1276.9 1504.4 Q CT J N U ASD PRESSURE (0.6P)(PSF) = -13.40 -20.10 -24.12 13.03 �� ��IN f�. /Q 72% OK 97% OK I- Z ( D N Q TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 �� 97 O W I- OU < 0 W MAX. UPLIFT (0.6D+0.6P) (LBS) = -145.6 -229.7 -210.1 9 950P MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED Q W W Q O 0. U ALLOWABLE DEFLECTION L / 180 L / 180 W = O 0 W to tzt RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. OREGON 0.4010 0.680 IN. O p H p m Q SOLAR PANEL PRESSURE EQ. FACTOR (VA)= 0.80 0.80 0.80 0.80 c __...47141 �� ACTUAL MAX DEFLECTION (W)(L)"4/ 185(E)(I) (W)(L)"4 / 185(E)(I) LL Q Z LI ri p " EXTERNAL PRESSURE COEFF. (GCP) = -2.0 -3.0 -3.6 0.7 il, 2� !� 0.102 IN. 0.222 IN. z Y CO J -I Z rr) ASD PRESSURE (0.6P)(PSF) = -13.40 -20.10 -24.12 13.03 qN ROw�` 04/10/2023 26% OK 33% OK W O^ N W TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 'Y MAX DEFLECTION CHECK -LIVE LOAD C, 0 '0 0_ 4 . MAX. UPLIFT (0.6D+0.6P)(LBS) = -78.9 -124.4 -113.8 EXPIRES:12/31/24 ALLOWABLE DEFLECTION L / 240 L/ 240 DRAWING BY 0.3 IN. 0.51 MARCUS ALVORD ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) (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 0.085 IN. 0.185 IN. DATE LAG SCREW WITHDRAWAL DESIGN VALUE(LBS) =W = 1800(G"3/2)(D"3/4) 12.2.1 28% OK 36% 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 I2.3.3A ALLOWABLE SHEAR Fv(A) Fv(A) PROJECT ID LBS 009EVJ FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 945 1485 • WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 SHEET NAME LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 217 LBS. 372 LBS. STRUCTURAL CALCS MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 229.7 MAX UPLIFT DEMAND(LBS) 23% OK 25% OK SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-P TYPE DESIGNATOR I/V TAG QTY SIZE-P TYPE DESIGNATOR I/V TAG QTY SIZE-N TYPE DESIGNATOR I/V TAG QTY SIZE-P TYPE DESIGNATOR I/V 10 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 13.31 A AC(MAX) 3 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 13.31 A AC(MAX) 2 (1) 10 AWG 2C,NM-B WIG,CU. (L1,L2,EGC) 13.31 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,CU. (L1,L2) 13.31 A AC(MAX) (1) 10 AWG THHN/THWN-2,CU. RED(L2) 240 VAC (1) 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) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4 IN. EMT (RACEWAY) (1) 3/4 IN. EMT (RACEWAY) EXTERIOR, EXTERIOR INTERIOR EXTERIOR 11 (1) 10 AWG 3C,NM-B WIG,Cu. (Li,L2,N,EGC) 13.31 A AC(MAX) 12 (1) 6 AWG 3C,SE-R WIG,CU. (Li,L2,N,GEC) 13.31 A AC(MAX) FREE AIR 240 V AC (FREE AIR) 240 V AC CONFIDENTIAL-THE INFORMATION INTERIOR INTERIOR HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE IN WHOLE OR IN ELECTRICAL LINE DIAGRAM DISCLOSED OHERS OUTSIDE RECIPIENTS TO ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE SUPPLY-SIDE SOURCE CONNECTION RESPECTIVE EQUIPMENT,WITHOUT THE (E)I25A MAIN SERVICE PANEL MAIN SERVICE PANEL SERVICE ENTRANCE CONDUCTOR (N)ENPHASE IQ COMBINER 4 WRITTEN PERMISSION OF ION DEVELOPER, (E)60A/2P MAIN DISCONNECT TAP(NEC 230.82,NEC 705,NEC 230.46) (PV CIRCUITS ONLY) LI N Lz LLC. (II)SILFAB SOLAR SIL-400 HC+PV MODULE(S) (N)PV AC DISCONNECT INTEGRATED UL 1703 LISTED OVERHEAD LI t LOAD CENTER TYPE I5A1,r' TO �2 60A,240V,2P 2P MAX .. SERVICE DROP TO IQ ENVOY ���'i` (E)604/2P LOCKABLE,VISIBLE OPEN GATEWAY (II)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] SERVICE RATED UL 1741 LISTED -,N : :_CEP' CI (N)20A/2P (E)LOADS (N)JUNCTION BOX (N)JUNCTION BOX e o-- (OPTIONAL-FOR (OPTIONAL-FOR P./INSTALLATION ,_y, CONDUCTOR SPLICE) CONDUCTOR SPLICE) =ITT. UNNEY 1PY-0117719-01596 OR.3-17-2025 (E)LOADS L , (N)20A/2P (I) n n \- CIRCUIT ION DEVELOPER,LLC " ©��_ fu�` — 0U r L- �\ ,-. OF II 4801 N UNIVERSITY AVE#900 PROVO,UT GEC U _ I MODULES 84604 © - V U 888.781.7074 12 II DAVID STANLEY CONRAD SPLICE IRREVERSIBLE a a O C-ELECTRICAL CONTRACTOR (N)GEC PERMITTED TO C1524 (E)UTILITY METER GEC RUN SEPARATELY 120/240V AC,60HZ, OUTSIDE RACEWAY IF SINGLE PHASE I SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE. ELECTRODE [NEC 250.64(B)] SYSTEM 0 >- CC CC LLJ + (n 11 U V) rn = IX N O N U N O O 1--- ^ Q r Os I 4 J N U Z Z J V) Q o 0_ U O_ ELECTRICAL LINE DIAGRAM NOTES ~a op 1J-I o W._CO o a 0 Lu = N r LLI 0 0 o m a LL a p Q 00 Z Y N J J Z LLJ W o I- N W ~ W r- O DRAWING BY MARCUS ALVORD DATE 07-APR-2023 PROJECT ID 009EVJ SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: II X 298 W = 3.278 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 = 13.3 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 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 XI25%=17.0 A AC MAX INVERTER OUTPUT CURRENT X125%=17.0 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 = 1.0 OTHERS OUTSIDE RECIPIENTS MAXIMUM POWER CURRENT (IMP) 11.1 ADJUSTED CONDUCTOR AMPACITY (A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 26.4 A AC ORGANIZATION,EXCEPT IN CONNECTION OPEN CIRCUIT VOLTAGE (VOC) 43.02 WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 17.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 17.0 < 26.4 WRITTEN PERMISSION OF ION DEVELOPER, PMP/VMP TEMP. COEFFICIENT -0.36 (B)(I) -W/OUT CORRECTION FACTORS (B)(1) -W/OUT CORRECTION FACTORS LLC. VOC TEMP. COEFFICIENT -0.28 LARGER AMPACITY COMPLIANCE = 30.0 > 17.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 17.0 OK SERIES FUSE RATING 20 ./Ili.. ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/4 IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT {,111/A111111W CONDUCTORS)/ CABLE(S)CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA s , CEP. ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142 IN.2 (IN."2) = 0.063IN."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% > 12% OK wwsraUna� TYPE MICROINVERTER SmTTA.GURNEY salsas MAX. OR RECOMMENDED MODULE POWER (W) 440 JUNCTION BOX TO JUNCTION BOX(2) COMBINER BOX TO MAIN PV OCPD (10) ass.}1Ti- MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 13.3 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%=17.0 A AC CURRENT X125% =17.0 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 1 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT II ADJUSTED CONDUCTOR AMPACITY (A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 30.8 A AC 0 DC POWER RATING PER CIRCUIT (STC)(W DC) 4400 Q 0 TOTAL MODULE QUANTITY II PV MODULES LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 17.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 17.0 < 30.8 Lt STC DC POWER RATING OF ARRAY 4400W DC (B)(I)-W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS >- INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.31 LARGER AMPACITY COMPLIANCE = 30.0 > 17.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 17.0 OK X 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 16.64 LLJ + V) CIRCUIT OCPD RATING (A) 20 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT _ D CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA X N O N U COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 13.31A AC (IN."2) = 0.084IN."2 0 N 0 (V Q PV POWER PRODUCTION SYSTEM OCPD RATING >- CN -i N. 0 (X125%) 20A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 QMAX. ARRAY STC-AC POWER (W) 3190W AC J I- U V) Q MAX. ARRAY CEC-AC POWER(W) 3924W AC((CEC)) % ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK ZO N 0 Ce W 17: O w W Q a o U AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE Z UJ I O O) LU to VRISE SEC. I (MICRO TO JBOX)• 28.8 12 CU. 1.5 241.5 0.64% X 0 I- p CO V) .4 VRISE SEC. 2 (JBOX TO COMBINER BOX) 60 10 Cu. 1.9 241.9 0.80% O� . 0O Z 2 p Os - VRISE SEC. 3 (COMBINER BOX TO P01) 25 10 Cu. 0.8 240.8 0.33% Z �1 V) J I Z ND TOTAL VRISE 4.2 244.2 1.77% OK UJ LU O I- V) W * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. ~ LU N. 0 CC '� '-� (7 0 'O a_ DRAWING BY MARCUS ALVORD DATE 07-APR-2023 PROJECT ID 009EVJ SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS APHOTOVOLTAIC SYSTEM A [NECEACH PV SYSTEM DISCONNECTING MEANS. SIGN RAPID SHUTDOWN F FT FROM CTHED ON OR RAPID SHUT MOOW THAN 3 [N 690.54, NEC 690.13(B)] _ A AC DISCONNECT A SZTCH F0>": DISCONNECT SWITCH [NEC 690.56(C)]. ION RATED AC OUTPUT CURRENT 13.3A SOLAR PV SYSTEM NOMINAL OPERATINBACVOLTAGE 240 V FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION SOLAR PV SYSTEM EQUIPPED 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 j\WARN I NG B DEVELOPER,LLC NOR SHALL IT BE Y� TERMINALS OF THE DISCONNECTING MEANS TURN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. RKkTMlTO aI I 690.56(C)] [NEC 690.13(B), NEC 705.22] A ,417 , OTHERS OUTSIDE RECIPIENTS SHUTORGANIZATION,EXCEPT IN CONNECTION TERMINALS ON THE LINE ANDAND REDUCE WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SHOCK HAZARD Mill RESPECTIVE EQUIPMENT,WITHOUT THE -. IN THE OPEN POSITION a__IN THE ARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. C AT EQUIPMENT CONTAINING OVERCURRENT ®WARNING `] ATRMA NT NESERVICECTORY EQUIPMENTTOEDENOT IN Mil MIX ►`,WARNING DEVICES IN CIRCUTS SUPPLYING POWER TO A THE LOCATION OF THE PV RAPID BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TO THIS BUILDING IS ALSO SUPPLIED 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 SOLAR ARRAY RAPID SHUTDOWN d9CONNECT DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM ISLOCATED GROUPED AND WITHIN LINE OF SITE OF pyWSTAW1T10N....y. MAIN SERVICE DISCONNECTING MEANS. SCOTIA.GUR IPV-0117119-01586 [NEC 705.10, NEC 690.56(C)(I)] EIR.3-17-2025 PLACED ADJACENT TO PV SYSTEM PLUG-IN ION DEVELOPER,LLC r 1 D TYPE BREAKER TO A BUSBAR FOR A LOAD 4801 N UNIVERSITY AVE#900 PROVO,UT "r- PERMANENT DIRECTORY TO BE LOCATED 84604 POWER SOURCE SIDE CONNECTION. [NEC 705.12(6)(3)(2)] g WARN IN r I AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 OUTPUT CONNECTION POWER TO THIS BUILDING IS ALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD SUPPLIED FROM MAIN DISTRIBUTION THE ARRAY RAPID SHUT DOWN C -ELECTRICAL CONTRACTOR OVERCURRENT DEVICE UTILITY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] 0 ❑ 1 0 � D_ A F ❑A I I >- Q_ ct © FE3 ❑ F❑ LU r,j N (E)MAIN SERVICE PANEL COMBINER BOX = LL NILA CC (V N CC O 1 U Lz _1 u , A Q Z N Q i (N)PV AC DISCONNECT p N 0 i 0 0 II W W Q O as U 0 w = O ON UJ rn ® PV SYSTEM CC O CO Q U N 0 o DISCONNECTS)TO Ll_ < O Q < a_ p p. PV INVERTER z L J —1 Z rn oQ OUTPUT CIRCUIT(S) W LU 0 I— (/0 W 0 CY IX LI • LI e/1�e I- W n O ._. �+ N L2 CCMt ^ (n 0 NO CU `/ V 13113 N N s EGG o C NEC __ ", DRAWING BY MARS ALVORD DATE 07-APR-2023 (E)UTILITY METER 120/240V AC, 60HZ, PROJECT ID SINGLE PHASE 009EVJ ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-20II 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