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Plans AERIAL SITE VIEW • JURISDICTION CODES AND STANDARDS f ION * ', ` " GOVERNING CODES i . II. ALL WORK SHALL COMPLY WITH: sy _ � 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) , - - ' ",, 2022 OREGON STRUCTURAL SPECIALTY CODE(OSSC) - - - '• 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) 11,,', "-A '' - - - 2018 INTERNATIONAL FIRE CODE(IFC) 2021 OREGON PLUMBING SPECIALTY CODE ;s CONFIDE NTIAL THE INFORMATION fi,,: x"= J AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. �'-�qq�, d�^- aa. °` - - - )' f FOR HERTHE BEIN OENEFIT OFNTAINED S ANYONE HALL OEXCEPT T BE USED DEVELOPER,LLC NOR SHALL IT BE ° - ' SITE CLASSIFICATION NOTES,OSHA REGULATION DISCLOSED IN WHOLE OR IN PART TO OCCUPANCY CLASS: SFR ORGAN Z WRITTEN HATIO NO, UEXCEPT N(CONNECTION CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE AUT THE , �x - - ZONING TYPE: RESIDENTIAL t � RESPECTIVE EQUIPMENT, OF ION OSSION ITDEoELOPER, LLC. ,. " - a 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 WAYS. ONTONEARBY TPROPERTIES OR ED DPRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER /�r� ' 3. FOR PROJECS S SUBMITTED FOR ,"•,, " " 1. 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 JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY OESC 690.34 �.N kr :CEP' �I ,; ELECTRICAL CRITERIA,NOTESIli - ++�Ef TEMPERATURE SOURCE: ASHRAE OFFICE �oT" SCOTT AY COPY PVINSTALLATION ` WEATHER STATION: PORTLAND HILLSBORO YPwo117P15m�6"EXTREME MIN. TEMPERATURE: -8 EV bl}2025 it ASHRAE 0.4%HIGH TEMP: 37 eP ION DEVELOPER, LLC 4801 N UNIVERSITY AVE#900 PROVO,UT -•' -• '�, I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 84604 41111111r -IP - -- s - 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 888.781.7074 . ; i; r - - w ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. ' ',�.. _ f. 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703, IEC61646, IEC61730. DAVID STANLEY CONRAD " _ 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO C-ELECTRICAL CONTRACTOR l ` � us - III, LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. CI524 � - -- - - . 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION[NEC 110.26]. r'" . IIIIM CITY OF TIGARD I— w I— "' STRUCTURAL CRITERIA,NOTES REVIEWED FOR CODE COMPLIANCEct DESIGN LOAD STANDARD: ASCE 7-16 A N --- - - - Syy��� Black Walnut St WIND EXPOSURE CATEGORY: C Approved: [A ; WIND SPEED(3-SEC GUST): 96 MPH Or� 7 D I GROUND SNOW LOAD: 36 PSF iJ �''• [ J Z t - - - - - "- DESIGN ROOF SNOW LOAD: 26 PSF 1t� Q U - - - SEISMIC DESIGN CATEGORY: D i omit #: s���3---� I O N U SEISMIC RISK FACTOR: II k Address: [3137 SW r.,rAti a N �c.k Suite4 #: 4 z 0 co o n J 0 < '� by: Date: �Di 23 0 [ 03 zzLi 0 Q co Y UJ w 0011 Q m W p — rt) '�il U = N F Q CC Q = (5.Lin i It ii zI-L J O p ao J : E S a w I r- < U) W SCOPE OF WORK � I- o L,, z N N LIA a SHEET LIST The , / f; 4 s , W Z I— co co er'i ,% DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET �`t� PROFF S-3 ROOF PLAN rh�{ ra �F. SS JUSTIN AUSTRIA S-4 STRUCTURAL DETAILSg 5 •��� �G I N£F ip 3.2 KW DC & 2.32 KW AC PHOTOVOLTAIC SOLAR ARRAY 'P 9 DATE S-5 STRUCTURAL CALCULATIONS & NOTES -- 9:950P, r I3 APR 2023 PV MODULES: (8) SILFAB SOLAR SIL-400 HC+ E-6 ELECTRICAL DETAILS (LINE DIAGRAM) E-7 ELECTRICAL CALCULATIONS & NOTES VALIDITY OF PERMIT OREGON PROJECT ID INVERTER(S): (8) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS ' THE ISSUANCE OF A PERMIT ✓ ROOF TYPE: COMPOSITION SHINGLE - 1 LAYER(S) BASED ON CONSTRUCTION q qN 11, 2���y 009HPG PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT �*�, DOCUMENTS AND OTHER �4N RO`N�'�` 04/13/2023 Approved pia ; SHEET NAME ��� �� �i4 DATA SHALL NOT PREVENT EXPIRES:12/31/24 COVER SHEET ha-.. be On, job THE CODE OFFICIAL FROM REQUIRING THE CORRECT'ON SHEET NUMBER REVISON OF ERRORS. ORSC 105.4 G-I 0 SITE NOTES: FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NOION 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 JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY CONFIDENTIAL-THE INFORMATION OESC 690.34 HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION FOR ANY METER UPGRADES, ENSURE THAT THE DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO UTILITY METER IS LOCATED WITHIN 10FT OF THE OTHERS OUTSIDE RECIPIENTS FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A ORGANIZATION,EXCEPT IN WITHOUT THE WITH THE SALE AND USE OF THE LABEL SHOWING THE DISTANCE FROM THE FRONT RESPECTIVE EQUIPMENT, THE CORNER OF THE HOUSE. WRITTEN PERMISSION OF ION DEVELOPER, LLC. 0 /\\.. Mil KIM —jNI,t. :CEP* wrar�tunar , SwTTA.0.....jrcY + + + + + + + + + 0 + + +r+T+T+T+T+T+T+T+T+ t (N) O ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO,UT RSI JBOX 84604 in ell 6'1 i 888,781.7074 DAVID STANLEY CONRAD C-ELECTRICAL CONTRACTOR y( C 1524 .-. Kv v< ❑ ❑ I— W c0 z (N) o rx JBOX F- N 1— z U (13 Q = N U I I o Q U N 1i ^ U Z a r\ Z 0 m c' to J N Q U ����p PR OFFS < C W co s/ U = W (n W N ,c\� ��GINfF� p9 Ct CC o Q o 0 Q = C L) FRONT OF HOME 9 95OP z o "' z 121 N 13137 SOUTHWEST BLACK WALNUT ce w N OREGON STREET z Pi q`�qN 11 20F,ti5' DRAWING BY �qN ROw\ 04/13/2023 JUSTIN AUSTRIA SCALE: 1/8" = I'-0" EXPIRES:12/31/24 DATE 4 8 6 13 APR 2023 0 2 SYSTEM LEGEND PROJECT ID (N) (N)PV COMBINER PANEL JBOX (N) JUNCTION BOX 5/ SUNEYE LOCATION ROOF SECTION SECTION ROOF PV QTYMODULE AZIMUTH PITCH TSRF 009HPG CRITERIA AND RSI 8 180 17 83% Ea (E) UTILITY METER / N (N)PV LOAD CENTER (N) (N)AC DISCONNECT • FIRE SETBACK SPECIFICATIONS i MAIN SERVICE PANEL SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) r•� 0 ROOF PLAN MAIN (E) MAIN SERVICE PANEL P A` (N)PV PRODUCTION DCAC (N)MICROINVERTER i METER (N) PV MODULE 9 (E) SUBPANEL (N) (N)DC-DC / STRING (N) (N)DC DISCONNECT SHEET NUMBER REVISON INVERTER DCD S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7 PV MODULE PV RACKING SPAN AREA TAG SPAN r PV MOUNTING RAIL J RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION 1 / 1 t RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. PORTRAIT ION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. ORIENTATION 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 J SCALE: 3/8" = I'-0" I Id t HEREIN CONTAINED SHALL NOT BE USED LANDSCAPE STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION 'Sit— -" - --11 -- -- -- -1 - - ORIENTATION FOR DTHEE ELOPER,I LLCO NORYSHNE ALEL IT BE ION ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. 0.C. MAX. tll DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: 7/16"OSB X-CANTILEVER L-X2 16 IN. MAX. —L-X2 L-XI OTHERS OUTSIDE RECIPIENTS STRUCTURE TYPE: MANUFACTURED WOOD TRUSS Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. ORGANIZATION, EXCEPT IN CONNECTION 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, ARRAY PARAMETERS i ORIENTATION LLC. TOTAL ROOF AREA(SQ. FT.) 1278.98 P Y2 ..i►+, TOTAL PV MODULE AREA(SO. FT.) 170.4 i 41/ai�-� PV MODULE ROOF COVERAGE 13% i L-Y2 f N CEP` S/ ORIENTATION . ' �— I ,� wwsnuuiwx P—YI GURNEY -� SvO1177 -0156 IwO117719005l6 EllEV LOPES PV ARRAY DETAIL, SIDE VIEW /- ION DEVELOPER,LLC SCALE: 3/8" = I'-0 4801 N UNIVERSITY AVE#900 PROVO,UT ® 84604 ' 888.781.7074 ' L-YI DAVID STANLEY CONRAD RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER CI524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. I- w w CC I- N I- PV MODULE z _ D N p N Q i U N t ^ 1 CLICKFIT RAIL • Z co N N Q z 0 _1 _o cn I- CC >. U I- N Z < o Yw I- D w o _I 0 N U 6 CLICKFIT L-FOOT E 0 _ No N co Intl Z J O c Uce 0 co (E) COMP SHINGLE w o ,\ Q N w `" I i ROOF MEMBRANE toN II U.) 2 Ir) 1= co r,• COMP SHINGLE FLASHING DRAWING BY JUSTIN AUSTRIA 2z, MIN. \�<C�: PN�FFSs/ DATE DEPTH 5/16" ZINC PLATED STEEL �� �� fF� O� I3-APR-2023 LAG SCREW WITH 2-1/2" �/ 9 MIN. EMBEDMENT IN TO 9 950P (E) ROOF RAFTER PROJECT ID 009HPG O STANDOFF DETAIL OREGON A SHEET NAME . SCALE: 3" = I' 0° qqNRN 11' Z��Fy 04/13/2023 STRUCTURAL DETAILS OW 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+ JURISDICTION DEAD LOAD (PSF) RSI ION SOLAR MODULE WEIGHT (LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION 4.0 SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 7/16" OSB 1.7 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY / RISK CATEGORY II PITCH (DEG) 17 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 CONFIDENTIAL-THE INFORMATION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY C HEREIN CONTAINED SHALL NOT BE USED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF)(PG) 36 WOOD TRUSS DEVELOPER,LLC NOR SHALL IT BE 5/16"X 3-1/2" ZINC PLATED STEEL LAG DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 FRAMING TOP CHORD 2X4 I O OTHERS OUTSIDE RECIPIENTS @ 24 IN. D.C. - ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD (PSF) 0.8 WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) DF #2 @6 FT. RESPECTIVE EQUIPMENT,WITHOUT THE TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD (PSF) EQN. 7.4-I MAX SPAN WRITTEN PERMISSION OF ION DEVELOPER, LLC. = Ps = (Cs)(0.7)(CEXCT)(IS)(PG) PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) 6.7 STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 7.0 ...6111 % ri���X MIN. ROOF SLOPE (DEG.) 17 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 rrr��MEAN ROOF HEIGHT(FT.) 27 SLOPE FACTOR(Cs) = 1.0 FIG. 7.4-1 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.1 - N ; :CEP- PORTRAIT ATT. SPACING (IN. O.C.) 48 PS (PSF) = 26 OK ROOF LIVE LOAD < ROOF SNOW LOAD (PSF) 26.0 . LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 36.1 # OF ATTACHMENT POINTS 24 swrrwauy MAX. POINT LOAD (LBS/ATT.) 12.2 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 - 2x4 WA-17- MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 12.2 SECTION MODULUS (S)(IN"3) 3.06 ION DEVELOPER,LLC MOMENT OF INERTIA(I)(IN"4) 5.36 4801 N UNIVERSITY AVE#900 PROVO,UT DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W)(PLF) 72.2 84604 DESIGN WIND PRESSURE (PSF) =P = QH(GCP)(YE)(YA) EQN. 29.4-7 MAX. MEMBER SPAN (L) (FT) 6 888.781.7074 VELOCITY PRESSURE (PSF) = PH = 0.00256(KH)(KzT)(KD)(KE)(V"2) EQN. 26.10-I MODULUS OF ELASTICITY (E) (PSI) 1600000 TERRAIN EXPO. CONSTANT (A) = 9.5 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = I TABLE 26.13-I SHEAR (Fv) (PSI) 180 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (ZG)(FT) = 900 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 AREA(A)(IN"2) 5.25 C-ELECTRICAL CONTRACTOR C 1524 VP EXPOSURE COEFF.(KH)= 0.96 EQN. C26.10-I EQN. 26.10-I TOPOGRAPHIC FACTOR(KzT) = 1.0 EON. 26.8-1 OH (PSF) = 19.16 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) WIND DIRECTIONALITY FACTOR (KO = 0.85 TABLE 26.6-I BENDING (Fs)(PSI) 900 I- LOAD DURATION FACTOR (CD) 1.15 I UPLIFT DOWNWARD SIZE FACTOR (CF) 1.50 CLLI C GABLE ROOF 7° < 0 520° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2B REPETITIVE MEMBER FACTOR(CR) 1.15 1- 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 I- SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 EXTERNAL PRESSURE COEFF. (GCF) _ -2.0 -3.0 -3.6 0.7 �,ED PROrt, ACTUAL BENDING STRESS(PSI) = (wL"2)/(8(S)) 1273% .4 J + � ASD PRESSURE (0.6P)(PSF) = -18.39 -27.59 -33.11 17.88 �cj� �G N FF S/� 71% OK N U TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 ,44 O N MAX. UPLIFT (0.6D+0.6P)(LBS) _ -208.2 -323.6 -294.6 9 950P �r MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED U N -.Ii ^ U J_ N I- 0 ALLOWABLE DEFLECTION L/ 180 Z J ^ Z N < O co 0 N _J RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. OREGON 0.400 IN. O (n f- ct n- W SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) 1- D N Z Q 00 0 U - EXTERNAL PRESSURE COEFF. (GCP) _ -2.0 -3.0 -3.6 0.7 qN ��� 20`L y 0.102 IN. Q m 0 0 I`? ?� ASD PRESSURE (0.6P)(PSF) = -18.39 -27.59 -33.11 17.88 9� �c, 04/13/2023 25% OK CC U = N N N TRIBUTARY AREA(SQ. FT)= 6.80 6.80 5.10 qN RO`N� MAX DEFLECTION CHECK -LIVE LOAD O0 Q O O Q = (. co MAX. UPLIFT (0.6D+0.6P)(LBS) _ -112.8 -175.3 -159.6 EXPIRES:12/31/24 ALLOWABLE DEFLECTION L / 240 Z O J Z O N 0.3 IN. w = M Q <n LU ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) f- U r+D H K.;O co 0o N cn Z CLICKFIT L-FOOT-5/I6"X 3-I/2"ZINC PLATED STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.085 IN. DRAWING BY LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = 1800(G"3/2)(D"3/4) 12.2.1 28% OK JUSTIN AUSTRIA 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) DATE LBS I3-APR-2023 FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 945 • WITHDRAWAL DESIGN VALUE(W)(LBS / IN.)= 266.0 ACTUAL MAX SHEAR (w)(L)/2 PROJECT ID LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 217 LBS. 009HPG MAX. ATT. WITHDRAWAL CAPACITY (LBS) = 359.6 > 323.6 MAX UPLIFT DEMAND(LBS) OK 23% OK SHEET NAME STRUCTURAL CALLS SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-U TYPE DESIGNATOR I/V TAG QTY SIZE-A TYPE DESIGNATOR I/V TAG QTY SIZE-U TYPE DESIGNATOR I/V TAG QTY SIZE-M TYPE DESIGNATOR I/V 10 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 9.68 A AC(MAX) 3 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 9.68 A AC(MAX) 2 (1) 10 AWG 2C,NM-B WIG,CU. (L1,L2,EGC) 9.68 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,CU. (L1,L2) 9.68 A AC(MAX) (1) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (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 CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE ELECTRICAL LINE DIAGRAM DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (E)UTILITY METER LOAD-SIDE SOURCE CONNECTION WITH THE SALE AND USE OF THE 120/240V AC,60HZ, (E)225A MAIN SERVICE PANEL BUSBAR PLUG-IN TYPE BREAKER (N)ENPHASE IQ COMBINER RESPECTIVE EQUIPMENT,WITHOUT THE SINGLE PHASE (E)200A/2P MAIN DISCONNECT (NEC 705.12) WRITTEN PERMISSION OF ION DEVELOPER, (PV CIRCUITS ONLY) LLC. (8)SILFAB SOLAR SIL-400 HC+PV MODULE(S) u A SECONDARY POWER INTEGRATED UL 1703 LISTED Lz SOURCE(PV OCPD)TO I5A/2P MAX 404 Ikli...` ` IBE LOCATED AT TO IQ ENVOY �.�.i� (E)200A/2P OPPOSITE END OF GATEWAY (8)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] BUSBAR FROM PRIMARY UL 1741 LISTED N �. CEP. SOURCE(MAIN OCPD) ► _ 111110 (E)LOADS (NEC 705.12) (N)JUNCTION BOX (N)JUNCTION BOX • °— (OPTIONAL-FOR (OPTIONAL-FOR CONDUCTOR SPLICE) CONDUCTOR SPLICE) SCOTTA.GURNEY IrEN.Im9•01516 E7 P.3-17.1075 (N)I5A/2PLI n (N)I5A/2P t - i (I) Nz '1 —�N o Lz L� n X _ CIRCUIT "�dim � ION DEVELOPER,LLC N ecc �— I I I I OF 8 MODULES 4801 N UNIVERSITY AVE#900 PROVO,UT . G ---- --.1 ® “,r-r- 84604 U ROUND 1., J J G 888.781.7074 SERVICE LATERAL 10 DAVID STANLEY CONRAD 0 0 0 LI N Lz C-ELECTRICAL CONTRACTOR C1524 GEC (E)GROUNDING (— ELECTRODELLJ SYSTEM W IX I— En I— D Z U I ? 1 O N U $ O N < U CV Q N _J H U I Z J n CO 0` (n Cr) Q O O H Ct 0- S W F N Z < co _ ELECTRICAL LINE DIAGRAM NOTES a CO w O CD o 0U Z U 2 QLU �LLI CV CO O cn D 0 Q Q Clio i z a 0 0 I eL in a0 O - CC --I Z N W I ^ < <n W I— U tr) C7 .--. N (n Z M I— co to• DRAWING BY JUSTIN AUSTRIA DATE I3-APR-2023 PROJECT ID 009HPG SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 8 X 298 W = 2.384 KW AC E-6 0 PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY / CONDUCTOR CALCULATIONS TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX(I) JUNCTION BOX TO COMBINER BOX (3) ION STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC JURISDICTION CITY OF TIGARD CONDUCTOR SIZE / INSULATION / TYPE = 12 AWG 2C, TC-ER, CU. CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. WEATHER STATION PORTLAND HILLSBORO CONDUCTOR AMP. RATING @ 90°C = 30 A CONDUCTOR AMP. RATING @75°C = 30 A ASHRAE EXTREME LOW TEMP (°C) -8 ASHRAE 0.4%HIGH TEMP (°C) 37 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% MAX INVERTER OUTPUT CURRENT X125%=12.0 A AC MAX INVERTER OUTPUT CURRENT X125%=12.0 A AC CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-400 HC+ PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE RATED POWER(PMAX) (W) 400 AMB. TEMP. AMP. CORRECTION = 0.91 AMB. TEMP. AMP. CORRECTION = 0.88 DISCLOSED IN WHOLE OR IN PART TO MAXIMUM POWER VOLTAGE (VMP) 36.05 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 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) = 12.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 12.0 < 26.4 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 RACEWAY SIZE / TYPE = 3/4IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT A//i1& CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA .N ; :CEP' ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142IN.2 (IN."2) = 0.0631N."2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 1N."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 TYPE MICROINVERTER wr+snuunan SCO TAQJ&EY MAX. OR RECOMMENDED MODULE POWER (W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) PM-01177194M 347-2025 INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 9.7 A AC MINIMUM START VOLTAGE (V) 30 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, CU. CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. ION DEVELOPER,LLC MAXIMUM START VOLTAGE(V) 58 4801 N UNIVERSITY AVE#900 PROVO,UT 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. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX COMBINED INVERTER CONTINUOUS OUTPUT DAVID STANLEY CONRAD MAX INVERTER OUTPUT CURRENT X125%=12.0 A AC CURRENT X125% =12.0 A AC C-ELECTRICAL CONTRACTOR NOMINAL (L-L)OUTPUT VOLTAGE 240 C 1524 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 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 I- NUMBER OF MODULES PER CIRCUIT 8 ADJUSTED CONDUCTOR AMPACITY(A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 30.8 A AC LLI DC POWER RATING PER CIRCUIT (STC)(W DC) 3200 W Ct TOTAL MODULE QUANTITY 8 PV MODULES LARGER AMPACITY OF 690.8(B)(1) OR (B)(2) = 12.0 < 24.6 LARGER AMPACITY OF 690.8(8)(1)OR(B)(2) = 12.0 < 30.8 I- STC DC POWER RATING OF ARRAY 3200W DC (n (B)(I) -W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS INVERTER OUTPUT CIRCUIT CURRENT(A AC) 9.68 LARGER AMPACITY COMPLIANCE = 30.0 > 12.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 12.0 OK D 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 Z + CIRCUIT OCPD RATING (A) 15 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT Q = D CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA N COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 9.68A AC (IN."2) = 0.0841N."2 Z C. N Q PV POWER PRODUCTION SYSTEM OCPD RATING U N 0i ^ U(X125%) I5A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 z Q N- J_ (I) ♦- U MAX. ARRAY STC-AC POWER (W) 2320W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK Z p m CT N J N Q MAX. ARRAY CEC-AC POWER (W) 2854W AC (CEC) p H w Z ( a W Q COUJ OU Q O M U AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE p N N VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.1 241.1 0.46% U 2 CO VRISE SEC. 2 (JBOX TO COMBINER BOX) 60 10 Cu. 1.4 241.4 0.58% p N 2I- p Q a Uin < Cl)O 0 ii_.j Q o0 Z VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 Cu. 0.2 240.2 0.10% - OJ J Z N TOTAL VRISE 2.7 242.7 1.14% OK W I n Q (7 W * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. L.) in CD N 7 Z M 1= °.� °� Ni DRAWING BY JUSTIN AUSTRIA DATE I3-APR-2023 PROJECT ID 009HPG 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)] 1{J i C ' '1 F FT FROM THE RAPID SHUT DOWN AC DISCONNECT 4 ,i DISCONNECT SWITCH [NEC 690.56(C)]. I 0 N 5.RATED AC OUTPUT CURRENT 9.7A NONINALOPERATFIGACVOLTAGE 240 V FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION SOLAR PV SYSTEM EQUWPED G BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL #TH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION B DEVELOPER,LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS TURN RAPID 3MUTDOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. TCHTOT 690.56(C)] TERMINALS ON THE LINEAND [NEC 690.13(B), NEC 705.22] 'OFF POSITIONTOSTEM / , OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION AND REDUCE WITH THE SALE AND USE OF THE LOAD SIDES MAYBE ENERGIZED SHOP(HAZARD MI 111 II RESPECTIVE EQUIPMENT,WITHOUT THE IN THEOPENPOSIT1ON „_N THE ARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED /I►�. C DEVICES IN CIRCUTS SUPPLYING POWER TO A 4I `] AT MAIN SERVICE EQUIPMENT DENOTING AIIILEIM., nAtt. BUSBAR OR CONDUCTOR SUPPLIED FROM PONERTOTFEBT�UILDINGISALSOSUPPL® THE LOCATION OF THE PV RAPID A' SHUTDOWN SYSTEM DISCONNECTING I y A CEP* DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROUA ROOF MOUNTED SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT SOURCES:UTILITY GRID AND SOLARAi &VRANDSHUTDOYNDISCCNECT DOWN DISCONNECT SWITCH IS NOT '�_� PVSOLARELECTRICSYSTEM IS LOCATED GROUPED AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. TWTTA.GURNEY [NEC 705.10, NEC 690.56(C)(I)] rry o0nmmi 174025 E 9 ss ION DEVELOPER,LLC lrIIIIIIIIIII PLACED ADJACENT TO PV SYSTEM PLUG-IN 4801 N UNIVERSITY AVE#900 PROVO,UT D TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 SIDE CONNECTION. [NEC 705.12(6)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED POWER SOURCE I AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 j OUTPUT CONNECTION ; POIVERTO MIS SUILDNGISALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS SUPPLED FROM MAIN DISTRIBUTION THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE SOLAR ARRAY RAPID SHUT DOWN C -ELECTRICAL CONTRACTOR UIILITY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] I— W W ❑I CC oo © El H (E)UTILITY METER D 120/240V AC, 60HZ, © z B❑ F❑ U 0 SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX Q = O N U I F:7 �UN Z —I nQ '4J n — U W J W Qz Mr pCao w Q mD W pp Li! ( c i U = W (n 01° tV 0 Mr PV SYSTEM PV INVERTER , O w v) p m Q U Lin DISCONNECT(S)TO W Q p = p o0 (N)PV BREAKER OUTPUT CIRCUIT(S) Z p N <I J Z N c�c W = ^ Q (n W L2 H U U .. �. CV N p p N ® Z r, ESC DRAWING BY 113 t arnam JUSTIN AUSTRIA DATE NI L2I I3-APR-2023 PROJECT ID 009HPG 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 e" (3MM). SHEET NUMBER REVISON E-9 0