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Plans (8) AER' ,L SITE VIEW Fir "`� JURISDICTION CODES AND STANDARDS RECEIVED .M a ION ..F 4 . GOVERNING CODES -w .0 • I. ALL WORK SHALL COMPLY WITH: �'�g 1 + 20?3 ai 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) pt ' . . a " 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) * 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) CITY OF Iiu�+iD r , 4 2018 INTERNATIONAL FIRE CODE(IFC) BUILDING DIVISInN 4 .,. - _ - . -� ti 2021 OREGON PLUMBING SPECIALTY CODE ' ♦,� CONFIDENTIAL.-THE INFORMATION r - a.--fir AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED • ..( e FOR THE BENEFIT OF ANYONE EXCEPT ION p • DEVELOPER.LLC NOR SHALL IT BE T.4- ` DISCLOSED IN WHOLE OR IN PART TO ,, IN... - SITE CLASSIFICATION NOTES,OSHA REGULATION Approved plans OTHERS OUTSIDE RECIPIENTS OCCUPANCY CLASS: SFR 1 q.., {., ORGANIZATION,EXCEPT IN CONNECTION CONSTRUCTION CLASS: V-B shall lall be on job site. RESPECT THEIV E UIEM ND USETHOU OF THE THE ZONING TYPE: RESIDENTIAL WRITTEN PERMISSION OF ION DEVELOPER, r ..- Illit LLC. ma's' 1. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. a,., ,yl °-,, 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE ONTO NEARBY PROPERTIES OR ROADWAYS. ' 3. FOR PROJECTS SUBMITTED NO GREATER THAN 24'ON CENTER IN ANY DIRECTION PRESCRIPTIVE ATTACHMENTS TION WHERE OCATED WITHIN3 OF A ROOF EDGE,HIP, SAVE SPACED RIDGE OSSC NAB C E P 9 3111.3.5.3ITEM 3.2 CERTIFIED y '. ELECTRICAL CRITERIA,NOTES PV INSTALLATION F aA TEMPERATURE SOURCE: ASHRAE WEATHER STATION: PORTLAND HILLSBORO OFFICE COPY PROFESSIONAL y ey : EXTREME MIN. TEMPERATURE: -8 . SCOTT A. GURNEY v ASHRAE 0.4%HIGH TEMP: 37 /� #PV-0117719-015866 w } �,.,, !_ ION DEVELOPER,LLC Ik 4 }# I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 7, N- ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888 781 7074 k 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61646, IEC61730. - x DAVID STANLEY CONRAD Ilp! 1 I 'qF L. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO C -ELECTRICAL CONTRACTOR f. A j;= LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. r C1524 '. 5 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL _,+ ra . ... f ,.:'. BE PROVIDED AS PER SECTION[NEC 110.26]. - a . . • •t9 " . . a CITY OF TIGARD .. r=. - ' a STRUCTURAL CRITERIA,NOTES F, 'F ( ii... # _ d;f DESIGN LOAD STANDARD: ASCE 7-16 R_EVIl;��'I:D O1 ODE COMPLIANCE „,_ � WIND EXPOSURE CATEGORY: B A . # + elf I # WIND SPEED(3-SEC GUST): 96 MPH Approved: [ l P - GROUND SNOW LOAD: 36 PSF /� 77 + DESIGN ROOF SNOW LOAD: 26 PSF 01 C• [ J U (. I ' :,40 4 4 lir ~ i SEISMIC DESIGN CATEGORY: 0 �.;t Gin ^ 2 • M N £ p< I SEISMIC RISK FACTOR: II IOCrlll(� #: �.,J 1 /,(_J?j) �lil� 7 04 N ^ Q 1 I S3`i SV l\S-lk� A"1 os �, f Address: W v t' t m I- I yy _ SuitC •#: ' z a z _I "' a • /22�Z3 I- 0 W e $ Datc: Z o z " o o r W .; ram,` Th`±: •rd G r. ,As Z Z -I o (n CO • r I �. 07 • r,� I--- Ix Li_ v z W SCOPE OF WORK SHEET LIST ~ 7 = o . a t DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET co PROFF ROBERTO MONSALVO 5-3 ROOF PLAN <c- Ss 7.6 KW DC & 5.51 KW AC PHOTOVOLTAIC SOLAR ARRAY S-4 STRUCTURAL DETAILS ��`7 ��G I Nee Oy DATE S-5 STRUCTURAL CALCULATIONS & NOTES . qr I3-FEB-2023 PV MODULES: (19) SILFAB SOLAR SIL-40D HC+ E-6 ELECTRICAL DETAILS (LINE DIAGRAM) VALIDITY OF PERMIT 9 95OP E-7 ELECTRICAL CALCULATIONS & NOTES - THE ISSUANCE OF A PERMIT / OREGON PROJECT ID INVERTER(S): (19) ENPHASE 108PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS BASED ON CONSTRUCTION 9157 DOCUMENTS AND OTHER vg7y 11 20ti`ti� ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) DATA SHALL NOT PREVENT 9�4N RO IA5. 02/14/2023 SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT THE CODE OFFICIAL FROM _ COVER SHEET RECUIRING THE CORRECT'ON EXPIRES:12/31/24 OF ERRORS. ORSC 105.4 SHEET NUMBER REVISON G-I 0 SITE'NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE Ic: rsj REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO f 2'-6" GREATER THAN 24" ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, CHIMNEY 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 (N) (N) (E) HEREIN CONTAINED SHALL NOT BE USED FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A C ACD M FOR THE BENEFIT OF ANYONE EXCEPT ION • + + + + ++ + + + + + + + + + + + + + + + ++ + + '+ I. . . .. . r . . . . + r r r r + t .- _ . DEVELOPER,LLC NOR SHALL IT BE + + + + + + + + + + + + + + LABEL SHOWING THE DISTANCE FROM THE FRONT + + + + + + + + + + + + + * + + + + -i + + + + + + + + + + DISCLOSED IN WHOLE OR IN PART TO CORNER OF THE HOUSE. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OTHERS OUTSIDE RECIPIENTS + + + + + + + + + + + + + + + + rf+ + -I + + + + + + + + + + ORGANIZATION,EXCEPT IN CONNECTION + + + + • WITH THE SALE AND USE OF THE + + i + *+ + * + • RESPECTIVE EQUIPMENT,WITHOUT THE - - + + •I + + WRITTEN PERMISSION OF ION DEVELOPER, (6 + + + + S LLC. JBOX ++++, *If—II- FI'-0" + + + + - • + * + * +17 + + + + + +`+*{ +++ 7BCEP + +a+a+a+a*a*a*a+a+a+a+a • ++++- + ® CERTIFIED ++++ ++++• PPROFESSIONALINSTALLATION JgX RS3 ++* • + + + • •• .. / SCOTT A. GURNEY (N) + + - + + / 1 #PV-01177I9-015866 1 1 + + + + K BOX + + LU + + + + + + + ION DEVELOPER,LLC + + + + + + + • + + 4801 N UNIVERSITY AVE#900 PROVO, UT + + + + + + + + + + + + + + +3 -0" ,- + + + + + + + + + + + + + _ •++ + + + + + + + + + + + + + (N) 8 8 8.781.7074 F + + + + + + + + + + * JBOXo * + - + + DAVID STANLEY CONRAD Q ++++-++*+ C-ELECTRICAL CONTRACTOR p ++++-+o CI524 o 0 zo CHIMNEY RSI ++++-++,* El 4 ix + * - + * c0 V_ ,• + + + + + o + + + + + - + + 13*+• +-+Q+ E RS2 i I0 • * * a + + + + + + + * * + + + + + + + + + + +c� . •*+ + + + + / + + + + + + N0 N O N CS f + + + + + + + + + + I. + + Nr0' dI� Q - ` "RS4 + + + +* + + + + w Er- UjaJ#X * * * + z oo * * + + + Q O xU + + + + Z O Q m + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • O OLL p Y U — — + + * + + * * + + + + + + + + + + + F + * * * * + + * + + 3'-0" TYP. PR a z1— o to w + + + + + + + + + + + + + + + + + + + + + + + + + + + + • tpOP( Z _ —I O BU. . . . a . a a a a a a a a a a a a a a a a a ��% s m �t c� ��GINEFp /�9 Z N Qu- QzY 9.95OP� W z M Y � = M co O Os OP .O OREG•N &) � — IL v v DRAWING BY `'qN 11 D ROBERTO MONSALVO 94qN ROw�C`. 02/14/2023 DATE SCALE: 1/8" = I'-0" 0 2• 4 sF 16• EXPIRES:12/3V24 I3-FEB-2023 SYSTEM LEGEND („) �) O ROOF SECTION ROOF PV MODULE PROJECT ID 0 (N)PV COMBINER PANEL JepX (N) JUNCTION BOX 5/ SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 9157 CRITERIA AND RSI 7 270 30 82% i (E) UTILITY METER / LC (N)PV LOAD CENTER M� (N) AC DISCONNECT FIRE SETBACK SPECIFICATIONS RS2 10 90 30 63% SHEET NAME MAIN SERVICE PANEL A (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) . RS3 I 180 25 94% 0 ROOF PLAN (E) (E) MAIN SERVICE PANEL i(N)1 (N) PV PRODUCTION (N) MICROINVERTER RS4 I 180 25 96% MAIN L�'/i METER A0 (N)PV MODULE SHEET NUMBER REVISON jg (E) SUBPANEL (N) (N) DC-DC / STRING (N) DC DISCONNECT S-3 0 INVERTER -« RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA O PV MODULE ION PV RACKING SPAN AREA TAG SPAN r PV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION C 1 ��-II 1 It�j_ PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. (((7 II i� ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. V A STANDOFF TYPE: L-FOOT&FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN.MAX. - 5/16°X 3-172°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" J-kr r, t LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED ++pp����`` ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION i pl DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 49 IN.O.C. MAX. I7 DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE. 7/16"OSB X-CANTILEVER L-X2 16 IN. MAX. L-X2 L-X1 OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION STRUCTURE TYPE: CONVENTIONAL FRAMING Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SIZE: 2x8 Y-CANTILEVER L-Y2 7.9 IN.MIN. -9.8 IN. MAX. WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 PORTRAIT LLC. ORIENTATION ARRAY PARAMETERS P-Y 2 OAB C E P TOTAL ROOF AREA(SQ. FT.) 2052 TOTAL PV MODULE AREA(SO. FT.) 404.7 ----\%PV MODULE ROOF COVERAGE 20% L-Y2 f CERTIFIED _ LANDSCAPE ORIENTATION PV INSTALLATION PROFESSIONAL P YI �., . SCOTT A. GURNEY �� �"� / #PV-0117 7 19-015 8 66 PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER.LLC SCALE: 3/8" = I'-0" , � 4801 N UNIVERSITY AVE#900 PROVO,UT 84606 888.781.7074 DAVID STANLEY CONRAD L Y 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. PV MODULE _ N) O CJ N 0 U — N. 1 r, 4 AIIIIIIM LIJ 0, z J D U CLICKFIT RAIL Z < CCa O z G: 4 m Lu 1— U 0 01 0 J 0 Y U 4 Z J p v) LU S 6" I CLICKFIT L-FOOT IIIIWII o U 0 OD 4 4 Z' a III!I��Ij Z Y < J Z 0 3 naj 0 00(E) COMP SHINGLE o 0, 0,W_ ROOF MEMBRANE co co = a_ .. .. .... ... ..... 1. RINIIIIIIIIIIIIIIIIIIIIIII DRAWING BY COMP SHINGLE FLASHING ROBERTO MONSALVO 212" MIN. ���p PROF£S DATE DEPTH 5/16" ZINC PLATED STEEL `OGINfF S17 13 FEE 2023 LAG SCREW WITH 2-1/2" W� �, .p MIN. EMBEDMENT IN TO 9 950P -srr PROJECT ID (E) ROOF RAFTER 9157 7 OREG N SHEET NAME O STANDOFF DETAIL `%qH 0`5' STRUCTURAL DETAILS SCALE: 3" = I'-0" it, 2 "444 \,k� 02/14/2023 N RO`N 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 I O MODULE MANUFACTURER / TYPE SILFAB SOLAR SIL-400 HC+ JURISDICTION DEAD LOAD(PSF) RSI RS2 SOLAR MODULE WEIGHT(LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION 4 0 COMPOSITION 4.0 SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE SHINGLE 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 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH (3-SEC GUST)) 96 CONFIDENTIAL-THE INFORMATION CONVENTIONAL HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B CONVENTIONAL FOR THE BENEFIT OF ANYONE EXCEPT ION FRAMING - PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF) (PG) 36 FRAMING - RAFTER DEVELOPER,LLC NOR SHALL IT BE 5/16"X 3-I/2"ZINC PLATED STEEL LAG FRAMING 2X8 24 IN. O.C. - 1.8 RAFTER 2X8 @ 24 8 DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 DF #2 @10.7 FT. IN. O.C. - OF #2 OTHERS OUTSIDE RECIPIENTS MAX SPAN @10.7 FT. MAX ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD(PSF) 0.8 SPAN WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) RESPECTIVE EQUIPMENT,WITHOUT THE TOTAL PV ARRAY DEAD LOAD(PSF) 3.01 SLOPED ROOF SNOW LOAD(PSF) EON. 7.4-I WRITTEN PERMISSION OF ION DEVELOPER. LLC. =PS =(CS)(0.7)(CE)(CT)(Is)(PG) TOTAL ROOF DEAD LOAD(PSF) 7.5 7.5 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE)= 1.0 TABLE 7.3-I ADJUSTED TO SLOPED ROOF (PSF) 8.7 8.7 STRUCTURE TYPE - ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 �ABCEP MIN. ROOF SLOPE (DEG.) 25 IMPORTANCE FACTOR (IS)= 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.5 3.5 MEAN ROOF HEIGHT(FT.) 23 SLOPE FACTOR(Cs)= 1.0 FIG. 7.4-1 ROOF LIVE LOAD < ROOF SNOW LOAD (PSF) 26.0 26.0 CERTIFIED PORTRAIT ATT. SPACING (IN. D.C.) 48 Ps(PSF) = 26 OK TOTAL LOAD (PSF) 38.2 38.2 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 PROFESSIONAL # OF ATTACHMENT POINTS 75 RAFTER/ TOP CHORD MEMBER PROPERI TES OF #2 -2x8 DF #2 -2X8 MAX. POINT LOAD(LBS /ATT.) 9.3 SECTION MODULUS (S)(IN"3) 13.14 13.14 �i. „. , SCOTT A. GURNEY #PV-0117719-0I5866 MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 9.3 MOMENT OF INERTIA(I)(IN"4) 47.63 47.63 TOTAL LOAD ON MEMBER (W) (PLF) 76.4 76.4 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) MAX. MEMBER SPAN (L)(FT) 10.7 10.7 Gaol N UNIVERSITY AVE#900 PROvO,UT BLbOL DESIGN WIND PRESSURE (PSF) =P = GH(GCP)(YE)(YA) EQN. 29.4-7 MODULUS OF ELASTICITY(E) (PSI) 1600000 1600000 888.781.7074 VELOCITY PRESSURE (PSF)= OH = 0.00256(KH)(KZT)(Ko)(KE)(V-2) EQN. 26.10-1 SHEAR (Fv)(PSI) 180 180 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = I TABLE 26.13-1 AREA (A) (IN"2) 10.875 10.875 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE COEFF.(KH) = 0.70 EON. C26.10-I EON. 26.10-I MAX BENDING STRESS CHECK (Fe)(Co)(CF)(CR) (FB)(CD)(CF)(CR) CI524 TOPOGRAPHIC FACTOR(KzT) = 1.0 EQN. 26.8-I OH (PSF) = 13.96 BENDING (FB)(PSI) 900 900 WIND DIRECTIONALITY FACTOR(Ko) = 0.85 TABLE 26.6-I LOAD DURATION FACTOR (Co) 1.15 1.15 SIZE FACTOR(CF) 1.20 1.20 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 GABLE ROOF 20° < 0 s 27° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS (PSI) 1428.3 1428.3 RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. SOLAR PANEL PRESSURE EQ. FACTOR(VA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS (PSI) =(wL"2)/(8(S)) 998.6 998.6 EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 70% OK 70% OK + ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 2 TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED N N O MAX. UPLIFT (O.6D+0.6P)(LBS) _ -103.5 -187.6 -210.1 ALLOWABLE DEFLECTION L / 180 L / 180 N co 1 Q 0.713 IN. 0.713 IN. O` J (n U cj RAIL -LANDSCAPE MODULE ORIENTATION 48/N. O.C. 48 1N. O.C. 48 IN. O.C. 48 IN. O.C. ACTUAL MAX DEFLECTION (W)(L)'4 / IBS(E)(I) (W)(L)"4 / 185(E)(I) L1.1 Z (7) J H Q SOLAR PANEL PRESSURE EQ. FACTOR(vA) = 0.80 0.80 0.80 0.80 0.123 IN. 0;123 IN. Z Q 0 CC EL U EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 17% OK 17% OK U Z U Q w ASD PRESSURE (0.6P)(PSF) = -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK -LIVE LOAD O JO toU TRIBUTARY AREA(SO. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L / 240 L/ 240 E D J V) to MAX. UPLIFT (0.6D+0.6P)(LBS) _ -56.1 -101.6 -113.8 0.535 IN.ACTUAL MAX DEFLECTION (W)(U 4 / I85(E)(I) (W)(L)45/ 185(E)(I) O U > 0 IQ DO d 0 P Z Y 0 Q J Z - ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.103 IN. 0.103 IN. (n W CLICKFIT L-FOOT- 5/16"X 3-1/2"ZINC PLATED 1_ Z ro CC STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 19% OK 19% OK V7 CO = D_ Os Os sl) v v LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = 1800(G"3/2)(D"3/4) 12.2.1 MAX SHEAR CHECK ROOF ATTACHMENT FASTENER(D) = 5/16 IN. LAG SCREW LUMBER SPECIFIC GRAVITY (G)= 0.5 TABLE 2.3.2 ALLOWABLE SHEAR Fv(A) Fv(A) DRAWING BY FASTENER CITY PER ATTACHMENT = I LOAD DURATION FACTOR(Co) = 1.6 TABLE I2.3.3A 1957.5 LBS. 1957.5 LBS. ROBERTO MONSALVO FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.) = 266.0 \E,Q PROF'F 409 LBS. 409 LBS. DATE LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 '`" ss� 21% OK 21% OK I3-FEB-2023 MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND(LBS) OK ��5 ��G I N 4-4. _y9 Art 950P r- PROJECT ID 9157 SHEET NAME K71_1"fr-deEGON H11, 2..,9. STRUCTURAL CALCS 9l=N RO`N\ 02/14/2023 SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 ' CONDUCTOR AND RACEWAY SCHEDULE TAG STY SIZE-# TYPE DESIGNATOR I I V TAG STY SIZE-# TYPE DESIGNATOR 1 I V TAG OTT SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V 10 (I) 10 AWG THHN /THWN-2,CU. BLACK(LI) 23.OA AC (MAX) 3 (2) 10 AWG THHN /THWN-2, CU. BLACK (LI) 12.IA AC(MAX) 2 (I) 10 AWG 2C, NM-B W/G,CU. (LI,L2,EGC) 12.IA AC (MAX) I (I) 12 AWG 2C, TC-ER,CU. (LI, L2) 12.IA AC (MAX) ION (I) 10 AWG THHN/THWN-2,CU. RED(L2) 260V AC (2) 10 AWG THHN /THWN-2, CU. RED(L2) 240V AC FREE AIR 240V AC (I) 6 AWG SOLID BARE CU. (EGC) 240V AC (I) 10 AWG THHN/THWN-2,CU. WHITE(N) (I) 10 AWG THHN /THWN-2,CU. GREEN(EGC) (I) 3/4 IN. EMT OR FREE AIR (RACEWAY) (I) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (I) 3/4 IN. EMT (RACEWAY) (I) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR II (I) 6 AWG THHN/THWN,CU. BLACK (LI) 23.OA AC (MAX) (I) 6 AWG THHN/ THWN,CU. RED(L2) 240V AC (I) 6 AWG THHN / THWN,CU. WHITE (N) (I) 6 AWG THHN/THWN,CU. GREEN(GEC) CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED (I) 3/4 IN. PVC SCH. LO (RACEWAY) EXTERIOR FOR THE BENEFIT OF ANYONE EXCEPT DEVELOPER,LLC NOR SHALL IT BE (19)SILFAB SOLAR SIL-400 NC.PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO ELECTRICAL LINE DIAGRAM UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION.EXCEPT IN CONNECTION (19)ENPHASE IO8PLUS-72-2-US MICR0INVERTER(S)[240V] WITH THE SALE AND USE OF THE (E)UTILITY METER SUPPLY-SIDE SOURCE CONNECTION (N)JUNCTION BOX UL I741 LISTED RESPECTIVE EQUIPMENT,WITHOUT THE 120/240V AC,60HZ, (E)100A MAIN SERVICE PANEL MAIN SERVICE PANEL SERVICE ENTRANCE (N)ENPHASE ID COMBINER 4 (OPTIONAL-FOR WRITTEN PERMISSION OF ION DEVELOPER, SINGLE PHASE (E)100A/2P MAIN DISCONNECT CONDUCTOR TAP(NEC 230.82,NEC 705,NEC 230.46) (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. u P (N)PV AC DISCONNECT (N)20A/2P nn • 1 ,- 1 CIRCUIT /./' Ln 60A,240V,2P,FUSED `' I, \ OF 10 I•■� / ' IABCEP LOCKABLE,VISIBLE OPEN EGC I I MODULES L (E)I00A/ZP SERVICE RATED INTEGRATED CERTIFIED 154/2P MAX . 41 TO 10 ENVOY r PV INSTALLATION (E)LOADS GATEWAY J� PROFESSIONAL V (N)JUNCTION BOX (N)30A - S,a✓/ SCOTT 77 GURNEY (E)LOADS FUSES (N)I5A/2P ; (I) V 71 #PV-0117 719-015 866 �� I 1, A CIRCUIT �� ION DEVELOPER,LLC _ ���� �� �N L° • -.� '. 1 ,__� OF9 IN N' -�� 4801 N UNIVERSITY AVE #900 PROVO,UT Ea :GC c Ew I I MODULES L 84604 —71 ne' V wGME, G V v 888.781.7074 UNDERGROUND E G: O O DAVID STANLEY CONRAD SERVICE LATERAL 10 3 C-ELECTRICAL CONTRACTOR L, x U (N)GEC PERMITTED TO C1524 GEC RUN SEPARATELY OUTSIDE RACEWAY IF SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE.iLECTRODE [NEC 250.64(B)] STEM + V) U ZD S I H') O (N'l N CD) I U N N Q r `i r, av) D E-> 0 0-Z a CC sU 0 Z 3 Q co UJ 0 Y J U H O O ELECTRICAL LINE DIAGRAM NOTES o U o a = 1.0 • a Z 5Z Z J D- Cr N. CO CC) = D- ... .-. r - DRAWING BY ROBERTO MONSALVO DATE 13-FEB-2023 PROJECT ID 9157 SHEET NAME ELEC. LINE DIAG. ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 19 X 298 W = 5.662 KW AC SHEET NUMBER REVISON E-6 0 • PV S:STEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY / CONDUCTOR CALCULATIONS I O TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX (I) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.I A AC JURISDICTION CITY OF TIGARD MAX CURRENT X125% = 15.125 A AC, MAX CURRENT W/ CORRECTION FACTORS= 13.3 A AC WEATHER STATION PORTLAND HILLSBORO PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) ASHRAE EXTREME LOW TEMP (°C) -8 CONDUCTOR SIZE / INSULATION / TYPE = 12 AWG 2C, TC-ER, CU. ASHRAE 0.4% HIGH TEMP (°C) 37 CONDUCTOR AMP. RATING @ 90°C = 30 A CONFIDENTIAL-THE INFORMATION DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% AMB. TEMP. AMP. CORRECTION = 0.91 (NOT APPLIED) HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 15.0 OK DEVELOPER,LLC NOR SHALL IT BE RACEWAY SIZE / TYPE = 4-MAR IN. EMT OR FREE AIR DISCLOSED IN WHOLE OR IN PART TO PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-400 HC+ OTHERS OUTSIDE RECIPIENTS CROSS-SECTIONAL AREA OF CONDUCTOR(S) / ORGANIZATION,EXCEPT IN CONNECTION CABLE(S)(IN."2) = 0.142 IN.2 WITH THE SALE AND USE OF THE RATED POWER (PMAX) (W) 400 RESPECTIVE EQUIPMENT,WITHOUT THE MAXIMUM POWER VOLTAGE (VMP) 36.05 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN.2 WRITTEN PERMISSION OF ION DEVELOPER, % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) LLC. MAXIMUM POWER CURRENT (IMP) II.I = 53% > 27% OK OPEN CIRCUIT VOLTAGE (VOC) 43.02 SHORT CIRCUIT CURRENT (ISC) 11.58 JUNCTION BOX TO JUNCTION BOX (2) NABCEP PMP/VMP TEMP. COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.I A AC CERTIFIED VOC TEMP. COEFFICIENT -0.28 MAX CURRENT X125% = 15.125 A AC, MAX CURRENT W/ CORRECTION FACTORS= 12.1 A AC SERIES FUSE RATING 20 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PV IOFEASLATILN ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 CONDUCTOR SIZE / INSULATION / TYPE = ID AWG 2C. NM-B W/G, CU. PROFESSIONAL SCOTT A. GURNEY ADJ. MODULE VMP @ ASHRAE 2% AVG. HIGH TEMP 30.3 CONDUCTOR AMP. RATING @60°C = 30 A S' #PV-0117719-015866 # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) ION DEVELOPER,LLC INVERTER SPECIFICATIONS ENPHASE IQ8PLUS-72-2-US AMB. TEMP. AMP. CORRECTION = I (NOT APPLIED) 4801 N UNIVERSITY AVE#900 PROVO,UT TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 15.0 OK 84604 MAX. OR RECOMMENDED MODULE POWER (W) 440 RACEWAY SIZE / TYPE = FREE AIR 888.781.7074 DAVID STANLEY CONRAD MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 C-ELECTRICAL CONTRACTOR MINIMUM START VOLTAGE (V) 30 CI524 MAXIMUM START VOLTAGE(V) 58 MAXIMUM INPUT CURRENT (ISC) (A) 15 MAX CONTINUOUS OUTPUT POWER (VA) 290 JUNCTION BOX TO COMBINER BOX (3) MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.1 A AC NOMINAL (L-L) OUTPUT VOLTAGE 240 MAX CURRENT X125% = 15.13 A AC, MAX CURRENT W/ CORRECTION FACTORS= 16.62 A AC CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. j SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 CONDUCTOR AMP. RATING @60°C = 40 A = iN NUMBER OF MODULES PER CIRCUIT 10 9 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 ^ Q DC POWER RATING PER CIRCUIT (STC)(W DC) 4000 3600 AMB. TEMP. AMP. CORRECTION = 0.91 o J co U TOTAL MODULE QUANTITY 19 PV MODULES ADJUSTED AMPACITY COMPLIANCE (A) = 29.12 > 12.1 OK LU z cn J j Q STC DC POWER RATING OF ARRAY 7600W DC RACEWAY SIZE / TYPE = 4-MAR IN. EMT ZO Z O Q - w • CROSS-SECTIONAL AREA OF CONDUCTOR(S) / < O Y INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 10.89 CABLE(S)(IN.42) = 0.106IN."2 Q Z J O w n 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.13 13.61 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 ct = -- o m Cl, r' rn % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) O U z IQi = v CIRCUIT OCPD RATING (A) 20 15 = 40% > 20% OK Z Y Q °- O COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 22.99A AC H Z M NY PV POWER PRODUCTION SYSTEM OCPD RATING - : co O Q` Q' (XI25%) 30A COMBINER BOX TO MAIN PV OCPD (10) = D- " r MAX. ARRAY STC-AC POWER (W) 5510W AC (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 23.0 A AC DRAWING BY MAX. ARRAY CEC-AC POWER (W) 6779W AC (CEC) MAX CURRENT X125% = 28.74 A AC, MAX CURRENT W/ CORRECTION FACTORS= 25.26 A AC ROBERTO MONSALVO PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. DATE VRISE SEC. I (MICRO TO JBOX) " 28.8 12 Cu. 1.4 241.4 0.58% CONDUCTOR AMP. RATING @90°C = 40 A I3-FEB-2023 VRISE SEC. 2 (JBOX TO COMBINER BOX) 75 10 Cu. 2.2 242.2 0.91% # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) VRISE SEC. 3 (COMBINER BOX TO POI) 10 10 Cu. 0.6 240.6 0.23% AMB. TEMP. AMP. CORRECTION = 0.91 (NOT APPLIED) PROJECT ID TOTAL VRISE 4.1 244.1 1.72% OK ADJUSTED AMPACITY COMPLIANCE (A) = 40.0 > 29.0 OK 9157 * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. RACEWAY SIZE / TYPE = 4-MAR IN. EMT CROSS-SECTIONAL AREA OF CONDUCTOR(S) / SHEET NAME CABLE(S)(IN."2) = 0.084 IN."? ELECTRICAL CALCS. CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) SHEET NUMBER REVISON = 40% > 16% OK E-7 0 ' ELECTRICAL FIELD-APPLIED HAZARD MARKINGS PHOTOVOLTAIC SYSTEM [1 [NECEACH PV SYSTEM DISCONNECTING MEANS. SIGNT LOCATED ON OR NO MORE THAN 3 I O I " I [N 690.54, NEC 690.13(B)] Ri'•."AID7�I CHUTDCI:1N F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT A ifVi-I vH OF' DISCONNECT SWITCH [NEC 690.56(C)]. RATEDAC OUTPUT CURRENT 23.OA SOLAR D\J 'SYSTEM NGAINALOPERATNGACVOLTAGE 240 V FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION SOLAR PV SYSTEM EQUIPPED HEREIN CONTAINED SHALL NOT BE USED BE LOCATED AT EACH SERVICE FOR THE BENEFIT OF ANYONE EXCEPT IONINARNIN FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV DEVELOPER,LLC NOR SHALL IT BE B DISCLOSED IN WHOLE OR IN PART TO - TERMINALS OF THE DISCONNECTING MEANS TURNR,wlosHUTDDwN SYSTEM IS CONNECTED. [NEC MAY BE ENERGIZED IN THE OPEN POSITION. TCHTOT 690.56(C)] OTHERS OUTSIDE RECIPIENTS ELECTRIC SHOCK HAZARD roFF POSITION To 'F Rua, ORGANIZATION,EXCEPT IN CONNECTION TERMINALS ON THE LINE AND [NEC 690.13(B), NEC 705.22] ENV DOWN PrsYSTEB Q=..T� WITH THE SALE AND USE OF THE AND RECUCE RESPECTIVE EQUIPMENT,WITHOUT THE LOAD SIDES MAY BE ENERGIZED &NXM R II WRITTEN PERMISSION OF ION DEVELOPER. IN THE OPEN POSITION N TSB ARRAY RNar C. AT EQUIPMENT CONTAINING OVERCURRENT • _ PERMANENT DIRECTORY TO BE LOCATED ,LWARNING C DEVICES IN CIRCUTS SUPPLYING POWER TO AAT MAIN SERV® DE THE LOCATIONI CE OF THEEI PVENT RAPIpNOTING NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TO THIS BUILDING 18ALB08UPPUED SHUTDOWN SYSTEM DISCONNECTING CERTIFIED DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM AROOF MOUNTED SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT SOURCES:UTILITY GRID AND BnM ARRAY RAPID BHNDONMDIBCCNNECT DOWN DISCONNECT SWITCH IS NOT PV INSTALLATION PV SOLAR ELECTRIC SYSTEM IS LOCATED GROUPED AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. y,�/ SCOTT A. GURNEY [NEC 705.10, NEC 690.56(C)(0] • OfPV-0117719-015866 ION DEVELOPER,LLC PLACED ADJACENT TO PV SYSTEM PLUG-IN 4801 N UNIVERSITY AVE#900 PROVO,UT aliggialailli D TYPE BREAKER TO A BUSBAR FOR A LOAD 84606 SIDE CONNECTION. [NEC 705.12(6)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED POWER SOURCE ®WARNING I AT SOLAR ARRAY RAPID SHUTDOWN 89b.78L7074 SWITCH DENOTING THE LOCATION OF OUTPUT CTION ; POWER TOTHIS MAIN DISTRIBUTION IBUTIO THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD DO NOT RELOCATE THIS SUPPLIED FROM MaN DISTI 1BUT ON SOLAR 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] El n E oo a © (E)UTILITY METER © © © F❑ _ 120/240V AC, 60HZ, SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX In CDN N CDN U N f--._-. .� w J N U U Lz > z N J � Q AwMwW Z < O X 0- (..) (N)PV AC DISCONNECT ®- O Z - J d Y U 1.7=..,�.w E ? _i O ON • 0 lai in PV SYSTEM • O U �' � 2 U DISCONNECTS)TO Z Y d O c PV INVERTER — U In I— ( LU "O - �� OUTPUT CIRCUIT(S) W Z _ S. Y am� ) ~ J aD O i` a` N0 N AWARNNOJ ecc DRAWING BY _ ROBERTO MONSALVO DATE I3-FEB-2023 LI PROJECT ID 9157 ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-2011 STANDARDS. ELECTRICAL LABELS 2. BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HANDWRITTEN. 3. SHALL BE OF SUFFICEINT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 4. UNLESS OTHERS SPECIFIED MINIMUM TEXT HEIGHT TO BE e' (3MM). SHEET NUMBER REVISON E-9 0