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Plans :. AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS (.77) . ,,,. '' ,'-� �. - _ GOVERNING CODES s Y 2 20,23 ION I. ALL WORK SHALL COMPLY WITH: `- - - 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) 'r . '�' . 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) ' - . 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) ,") ['°'..-''"" ": s 4 ' ^ °v-N Cl) 2018 INTERNATIONAL FIRE CODE(IFC) �'� I 4 � - '- 2021 OREGON PLUMBING SPECIALTY CODE CONFIDENTIAL-THE INFORMATION �^ - HEREIN CONTAINED SHALL NOT BE USED AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE y` DISCLOSED IN WHOLE OR IN PART TO SITE CLASSIFICATION NOTES,OSHA REGULATION OTHERS OUTSIDE RECIPIENTS - - _ ,_ OCCUPANCY CLASS: S. OFFICE COPY ORGANIZATION,WITH HE SALECEPT IN AND USE OF THECONSTRUCTION CLASS: V-B OFFICE i■ iJ( COPY • „�, : ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE Yy y WRITTEN PERMISSION OF ION DEVELOPER, LLC. I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. y� 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE �` '' o - ONTO NEARBY PROPERTIES OR ROADWAYS. ..:/�\�� * - - '- - - `� L THANO24"ON CENTER BINIANY DIRECTION WHERIE LOCATED WITHIN A3'TOF A ROOF EDGE,,HIP,EAVE OR RIDGE OSSC4 • 3. BE SPACED NO GREATER �� `-\ € `*;+ * 3111.3.5.3 ITEM 3.2 �. „ „ .. .` .' - ELECTRICAL CRITERIA,NOTES Approved �flC.l^,::" eMe M - a. -�' - ^". TEMPERATURE SOURCE: ASHRAE shall g,� t,�' r" yt11r WEATHER STATION: PORTLAND HILLSBORO sh all be on lob `�' '" wauT�tuTld�' -- EXTREME MIN. TEMPERATURE: -8 SWrTAw0i�' ASHRAE 0.4%HIGH TEMP: 37 E7s.}n-mxs A _ r t ION DEVELOPER,LLC ' . +Ml*0 .1A 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 . .. ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. .a. _...-.." _ 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703, IEC61646, IEC61730. 888.781.7074 - , - DAVID STANLEY CONRAD -au 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO ate. - - - - - LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C-ELECTRICAL CONTRACTOR 3t; CI524 tt 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL � -`:' BE PROVIDED AS PER SECTION[NEC 110.26]. ... CITY QF TIC I' LD i ,. _ , , . STRUCTURAL CRITERIA,NOTES R[ `rJp'�7L� �.��/��} L COMPLIANCE O„.. . . - --; - DESIGN LOAD STANDARD: ASCE 7-16 / I ~' WIND EXPOSURE CATEGORY: B A ,// - -CO _ _ ?; WIND SPEED(3-SEC GUST): 96 MPH �i�������Te�• [ l 0 - F GROUND SNOW LOAD: 36 PSF OTC: E ] U U w IF ,.J' DESIGN ROOF SNOW LOAD: 26 PSF = �. - _ SEISMIC DESIGN CATEGORY: D Pe Cr�,t[#' W O N U- I4 1 4--- SEISMIC RISK FACTOR: II ' ,1 w (�V(i� Q J O A, �\\ ' _ n N Q , Address:ss: 1B�1 cSW Gti� W N li cn U U ., - ' �Jttt .�itiltc rt: d5 J (n (Q Q ir,,,, .:,.,... ._ ,.l-.,.o,..k..-,.., Z O �' Q O 4, B3'= Dare: S/tee'. Z,3 zo a zo < Q = 0 0O a Z CO Q W Cl) ct O J CC m .4 In ... . O O Q H N — Z ,p (n W SCOPE OF WORK W O a N c� ao E SHEET LIST rn N o � S. DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET ;- ��F-0 PROres KAYLA MAE AREVALO S-3 ROOF PLAN .-3 *G I N to `5>0 6.8 KW DC & 4.93 KW AC PHOTOVOLTAIC SOLAR ARRAY S-4 STRUCTURAL DETAILS (v <c' 4) 9 DATE S-5 STRUCTURAL CALCULATIONS & NOTES ck. 9 950P r 06-APR-2023 PV MODULES: (17) SILFAB SOLAR SIL-400 HC+ E-6 ELECTRICAL DETAILS (LINE DIAGRAM) E-7 ELECTRICAL CALCULATIONS & NOTES VALIDITY OF PERMIT OREGON PROJECT ID INVERTER(S): (17) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS ✓ �, 0092HT • THE ISSUANCE OF A PERMIT qN �� 2p`L BASED ON CONSTRUCTION A �c, 04/07/2023 SHEET NAME ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) DOCUMENTS AND OTHER 4N ROw PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT DA A SHALL NOT PREVENT EXPIRES:12/31/24 COVER SHEET THE CODE OFFICIAL FROM SHEET NUMBER REVISON REQUIRING THE CORRECT-ON 0_I 0 OF ERRORS. ORSC 105.4 Di SITE NOTES: 1 I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO ION GREATER THAN 24" ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 FOR ANY METER UPGRADES, ENSURE THAT THE UTILITY METER IS LOCATED WITHIN IOFT OF THE CONFIDENTIAL-THE INFORMATION FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION LABEL SHOWING THE DISTANCE FROM THE FRONT DEVELOPER,LLC NOR SHALL IT BE RNER OF THE HOUSE. DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION SKYLIGHT WITH THE SALE AND USE OF THE 3 W RESPECTIVE EQUIPMENT,WITHOUT THE (N) (3) WRITTEN PERMISSION OF ION DEVELOPER, LLC. NIVW 0 (3) /I11.1k,.. 0 //��t\ 0 12" • + " Y Y� X f -"MIN , :CEP' + EN •+ _ _ ❑_ _ ❑' PV + 1+ SC07TA GURNEY 1—I* + a + t+a i ++a++y+ ++*+iy++a *y++a + 1 4 i + 7719415118 * 12° RSI..p** (N) J x, E'g '�� ION DEVELOPER,LLC * W 4801 N UNIVERSITY AVE#900 PROVO,UT + 0 r * I Ei o 84604 p** o = 888 781 7074 * m.� Ii+ 0 DAVID STANLEY CONRAD O� C-ELECTRICAL CONTRACTOR d.+ D ' * z a * clsz4 . + p o .4 rX Z ❑i+ U- Q J r•+ 12" *`+ _�_ Q. Z O ( CO M C/) pNil �` ro O ct CO U Z = W O N U W O N Q SKYLIGHT w N 1—I 0 4., 74oPRoN FF o z � z a s Y � 795OP QozoOco LLI � r o 0 a CC Q N • Y / = U O OREGON w a n Lu (` q; N 11, 2��y v) ° 1= ` ,°c 04/O7/2023�N RO` I DRAWING BY EXPIRES:12/31/24 KAYLA MAE AREVALO SCALE: 3/32" = I'-0" DATE 10'_8" 21,_4. IN • am imillo 06-APR-2023 SYSTEM LEGEND (�) (N)PV COMBINER PANEL JBOX (N)JUNCTION BOX S/ SUNEYE LOCATION ROOF SECTION ROOF PV MODULE PROJECT ID CRITERIA AND SECTION QTY AZIMUTH PITCH TSRF 0092HT EN (E) UTILITY METER / RSI 5 180 26 78% MAIN SERVICE PANEL LC (N)PV LOAD CENTER (N) (N)AC DISCONNECT ;, FIRE SETBACK0 SPECIFICATIONS RS2 9 270 24 78% SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) i :1 RS3 3 0 26 59% MAIN (E)MAIN SERVICE PANEL P , METER(N)PV PRODUCTION CAC (N)MICROINVERTER ROOF PLAN (N)PV MODULE SUES (E) SUBPANEL (N) (N)DC DC / STRING D(�CU (N)DC DISCONNECT SHEET NUMBER REVISON INVERTER S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA ,,r. 7 PV MODULE PV RACKING SPAN AREA TAG SPAN MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION PV I ION RACKING TYPE: RAIL X-SPACING 1t t + PORTRAIT P-XI 48 IN. O.C. MAX. ,L____j___T_T_T__, 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. SCALE: 3/8° = I' O" I I t CONFIDENTIAL-THE INFORMATION J I LAN HEREIN CONTAINED SHALL NOT BE USED ---M - -- STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION -- --- ORIENTATIONDSCAP E FOR THE BENEFIT OF ANYONE EXCEPT ION Itl 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: I/2"PLYWOOD X-CANTILEVER L-X2 16 IN. MAX. "--L-XZ L-XI OTHERS OUTSIDE RECIPIENTS STRUCTURE TYPE: CONVENTIONAL FRAMING 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: 2x8 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, ___),I, ORIENTATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 2231 P-Y2 ^% /\ti TOTAL PV MODULE AREA(SQ. FT.) 362.1 i s"� PV MODULE ROOF COVERAGE 16% / • f CEPA L-Y2 ` LANDSCAPE ► , �— - ,° ORIENTATION ' YI wwsrKu7x7N >. �l _.._. Sa0ITAQ1NEY /P7719-015116 EA.3-174025 / OD.}17-1025 PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = 1 -0" 4801 N UNIVERSITY AVE#900 PROVO,UT ® 84604 711111.00 888.781.7074 - L-YI DAVID STANLEY CONRAD RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER C1524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. O Z 0 2 N 0 PV MODULE + U Z 2 W 0 N U W 0 J N --I ^ Q W n J H U CLICKFIT RAIL z 05 JEL ° N J N Q 6 Z� CLICKFIT L-FOOT Q i ix O Q ce m Q � � � � O CrD � Qo (E) COMP SHINGLE Z Q in w ° ' ROOF MEMBRANE �p pRo 1- o — �`FC F,rs/ in cn o, R " — .0 � COMP SHINGLE FLASHING �c 6I Nte ,../ DRAWING BY 2z" MIN. 9 950P yr KAYLA MAE AREVALO DEPTHDATE 5/16" ZINC PLATED STEEL OREGON 06-APR-2023 LAG SCREW WITH 2-I/2" MIN. EMBEDMENT IN TO 4✓'9N 11, fly PROJECT ID (E) ROOF RAFTER �qH ROw�F. 04/07/2023 0092HT 0 STANDOFF DETAIL EXPIRES:12/31/24 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+ DEAD LOAD(PSF) RSI RS2 SOLAR MODULE WEIGHT (LBS) 47 JURISDICTION ION 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 1.7 1/2"PLYWOOD 1.7 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY / RISK CATEGORY II PITCH (DEG) 26 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 2.2 CONFIDENTIAL-THE INFORMATION HEPV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B FORRTHE BENEFIT OFCONTAINEDSANYSHA EXCEPT NOT BE USD EON PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF) (PG) 36 DEVELOPER,LLC NOR SHALL IT BE CONVENTIONAL DISCLOSED IN WHOLE OR IN PART TO 5/16"X 3-1/2"ZINC PLATED STEEL LAG 24 OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 FRAMING ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD (PSF) 0.8 FRAMING RAFTER 2X8 @ 1.8 WITH THE SALE AND USE OF THE 24 IN. O.C. - DFRESPECTIVE EQUIPMENT,WITHOUT THE SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) #2 @12.1 FT. WRITTEN PERMISSION OF ION DEVELOPER, LLC. TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD (PSF) EQN. 7.4-I MAX SPAN A= Ps = (Cs)(0.7)(CE)(CT)(I8)(PG) as" PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) 7.5 7.9 ��N j :CEP' STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF)MIN. ROOF SLOPE (DEG.) 8.4 8 7 24 IMPORTANCE FACTOR(IS) = 1.0 TABLE 1.5-2 MEAN ROOF HEIGHT(FT.) II SLOPE FACTOR(Cs) = 1.0 FIG. 7.4-I PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.4 3.3 wa�srKurrwaunn� 71.401586 PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps(PSF) = 26 OK ROOF LIVE LOAD< ROOF SNOW LOAD (PSF)LANDSCAPE ATT. SPACING (IN. O.C.) 26.0 26.0 oviim�s 48 TOTAL LOAD(PSF) 37.8 38.0 # OF ATTACHMENT POINTS 50 ON DEVELOPER,LLC MAX. POINT LOAD (LBS/ATT.) 4801 N UNIVERSITY AVE#900 PROVO,UT 12.4 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 -2x8 DF #2-2x10 84604 MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 12.4 SECTION MODULUS (S)(IN"3) 13.14 21.39 888.781.7074 MOMENT OF INERTIA(1)(IN"4) 47.63 98.93 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W)(PLF) DAVID STANLEY CONRAD DESIGN WIND PRESSURE (PSF) = P =aH(GCP)(YE)(YA) 75.6 76.1 C-ELECTRICAL CONTRACTOR EQN. 29.4-7 MAX. MEMBER SPAN (L)(FT) 12.1 12.1 CI524 VELOCITY PRESSURE (PSF) _OH = 0.00256(KH)(KzT)(Ko)(KE)(V42) EON. 26.10-I MODULUS OF ELASTICITY (E)(PSI) TERRAIN EXPO. CONSTANT (A)= 7 TABLE 26.11-I ARRAY EDGE FACTOR (YE)= I TABLE 26.13-I SHEAR (Fv)(PSI) 1600000 618000 TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-1 GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 AREA(A)(IN"2) 1800 10.875 13.875 VP EXPOSURE COEFF.(KH)= 0.70 EQN. C26.10-I EON. 26.10-I TOPOGRAPHIC FACTOR (KzT) = 1.0 EQN. 26.8-1 QH (PSF) = 13.96 MAX BENDING STRESS CHECK (FB R) (FB)(CD)(CF)(CR))(CD)(CF)(C U WIND DIRECTIONALITY FACTOR(KO = 0.85 TABLE 26.6-1 Z BENDING (FB)(PSI) 900 900 O LOAD DURATION FACTOR (CD) 1.15 1.15 v) UPLIFT DOWNWARD SIZE FACTOR(CF) 1.20 1.10 O GABLE ROOF 20° < 0 5 27° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C 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) 428.8.3 1309.3 Z Z N SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 N Q EXTERNAL PRESSURE COEFF. (GCP) = -1.5 -2.5 -3.6 0.7 40 PRO Li L cp C FFS./ ACTUAL BENDING STRESS(PSI) _ (wL"2)/(8(S)) 1262.9 781.2 W N J N U ASD PRESSURE (0.6P)(PSF) = -10.05 -16.75 24.12 13.03 � G'N sO 88% OK 60% OK J n -I V) 01 Q TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 �v� �'� F•) 9 Z O J CD a ?� U MAX. UPLIFT (0.6D+0.6P)(LBS) = -103.5 -187.6 -210.1 l O Z O Z Q °p L 9 950P MAX DEFLECTION CHECK- TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED O Q O - 0 ,.,-) U ALLOWABLE DEFLECTION L/ 180 L / 180 < N Z W ON L 0, RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. OREGON 0.807 0.807 IN. x 0 . • SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 ,/� �cL ACTUAL MAX DEFLECTIONct J m < Q o (W)(L)"4/ 185(E)(I) (W)(L)"4/ I85(E)(I) O 0 Q EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 N /1 ZO L>- ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 ' y 0.199 IN. 0.096 N. Z 1- J Z l4N ROw\,F, 04/07/2023 25% OK 12% OK L rn a N w I TRIBUTARY AREA(SQ. FT) = O ^ C7 6.80 6.80 5.10 MAX DEFLECTION CHECK -LIVE LOAD U CO N r�` MAX. UPLIFT (0.6D+0.6P)(LBS)_ -56.1 -101.6 -113.8 EXPIRES:12/31/24 ALLOWABLE DEFLECTION ~ .7.,L / 240 L/240 DRAWING BY 0.605 IN. 0.605 KAYLA MAE AREVALO 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/I6"X 3-1/2"ZINC PLATED STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.167 IN. 0.081 IN. DATE LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = I800(G"3/2)(D"3/4) 12.2.1 28% OK 13% 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 (CD) = 1.6 TABLE 12.3.34 ALLOWABLE SHEAR Fv(A) Fv(A) PROJECT ID FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 LBS 0092HT 1957.5 2497.5 WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.) = 266.0 • LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 ACTUAL MAX SHEAR (w M/2 (W)(L)/2 SHEET NAME MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND (LBS) OK 457 LBS. 460 LBS. STRUCTURAL CALCS 23% OK 18% OK SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V 10 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 20.57 A AC(MAX) 3 (2) 10 AWG THHN/THWN-2,CU. BLACK(L1) 14.52 A AC(MAX) 2 (1) 10 AWG 2C,NM-B W/G,CU. (L1,L2,EGC) 14.52 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,Cu. (L1,L2) 14.52 A AC(MAX) (1) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (2) 10 AWG THHN/THWN-2,CU. RED(L2) 240 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) ION (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4 IN. EMT (RACEWAY) (1) 3/41N. EMT OR FREE AIR (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 (17)SILFAB SOLAR SIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE 2 72 (17)ENPHASE IQ8PLUS-72-2-US UTILITY METER LOAD-SIDE SOURCE CONNECTION - - -US MICROINVERTER(S)[240V]MAIN SERVICE PANEL BUSBAR PLUG-IN TYPE BREAKER (N)JUNCTION BOX RESPECTIVE EQUIPMENT,WITHOUT THE 120/240V AC,60HZ, (E)200A SINGLE PHASE (E)200A/2P MAIN DISCONNECT (NEC 705.12) (N)ENPHASE IQ COMBINER 4 (OPTIONAL-FOR UL 1741 LISTED (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX WRITTEN PERMISSION OF ION DEVELOPER, LLC. u .� SECONDARY POWER (N)20A/2P - (I) SOURCE(PV OCPD)TO _ " rr �� A CIRCUIT .1111LE /��.� BE LOCATED AT a i OF 12 OPPOSITE END OF BUSBAR FROM PRIMARY ecc —ecc� _� MODULES INTEGRATED N . al `CEF SOURCE(MAIN OCPD) I5A/2P MAX 11 .� (E)LOADS (NEC 705.12) TO IQ ENVOY i 1 GATEWAY o O O INSULATION- (N)JUNCTION BOX � '''°`• (N)30A/2P 6COTTA.GURNEY u iPB0.3-1-2025� EfD.3-17-7➢75 (N)I5A/2P (U n A IN - —1N ° `2 \—� CIRCUIT bT All .��� 4801 N UNIVOERSITY AVEN E#900CPROVO,UT j M. J �— - �,_ cc —_Ecc I I MODULES d L 84604 UNDERGROUND E C� 1 SERVICEG " 888.781.7074 LATERAL 10 0 O 1 DAVID STANLEY CONRAD LEG C-ELECTRICAL CONTRACTOR C 1524 (E)GROUNDING ELECTRODE SYSTEM (7 — Z 0 S 0 0 U Z S 1 LL o N Q w C) J N - I 1 w N J W 1- C) az) a. V) J (n Q Z CD ct CL �? (.1-)ELECTRICAL LINE DIAGRAM NOTES o D o a co 0 0 0 Ct 0 Q CC CO • < Lo uO 0 o 0_ o 0 Z V) 6 J LLJ H 0. Q ce V) W F- o I` _v' co � n V) V) O' F— .. .O DRAWING BY KAYLA MAE AREVALO DATE 06-APR-2023 PROJECT ID 0092HT SHEET NAME ELEC. LINE DIAG. ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 17 X 298 W = 5.066 KW AC SHEET NUMBER REVISON 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 = 14.5 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 14.5 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%=18.0 A AC MAX INVERTER OUTPUT CURRENT X125%=18.0 A AC CONFIDENTIAL-THE INFORMATION PV MODULE SPECIFICATIONSHEREIN CONTAINED SHALL NOT BE USED 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 SILFAB RATED POWER(PMAX)(W) L Qp AMB. TEMP. AMP. CORRECTION = 0.91 DEVELOPER,LLC NOR SHALL IT BE MAXIMUM POWER VOLTAGE (VMP) AMB. TEMP. AMP. CORRECTION = 0.88 DISCLOSED IN WHOLE OR IN PART TO 36.05 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 OTHERS OUTSIDE RECIPIENTS MAXIMUM POWER CURRENT (IMP) 11.1 ADJUSTED CONDUCTOR AMPACITY(A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 21.12 A AC ORGANIZATION,EXCEPT IN CONNECTION OPEN CIRCUIT VOLTAGE (VOC) 43.02 WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 18.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 18.0< 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 > 18.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 18.0 OK SERIES FUSE RATING PO ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 .-0,41�� RACEWAY SIZE / TYPE = 3/41N. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT iiiiia`a CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142IN.2 (IN."2) = 0.1061N."2 -min A `CEP- 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) _ TYPE MICROINVERTER 40% > 20% OK wwmuUMON • X. OR RECOMMENDED MODULE POWER (W) 440 SCOTfw7UNlk! JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) YPY-0117719A15l6 MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 ov.3n-pas MAX INVERTER OUTPUT CIRCUIT CURRENT = 14.5 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 20.6 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 CONDUCTOR AMP. RATING @60°C = 30 A CONDUCTOR AMP. RATING @75°C = 35 A 4801 N UNIVERSITY AVE#900 PROVO,UT MAXIMUM INPUT CURRENT (ISC) (A) 15 84604 MAX CONTINUOUS OUTPUT POWER (VA) 290 888.781.7074 PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) MAX. CONTINUOUS CURRENT (A) 1.21 MAX COMBINED INVERTER CONTINUOUS OUTPUT DAVID STANLEY CONRAD (L-L) MAX INVERTER OUTPUT CURRENT X125%=I8.0 A AC CURRENT X125% =26.0 A AC C-ELECTRICAL CONTRACTOR NOMINALACO TINU US OUTPUT OUTPUT VOLTAGE 240 CEC WEIGHTED EFFICIENCY(%) CI524 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) AMB. TEMP. AMP. CORRECTION = 0.82 AMB. TEMP. AMP. CORRECTION = 0.88 SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 12 5 ADJUSTED CONDUCTOR AMPACITY (A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 30.8 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 4800 2000 c.� TOTAL MODULE QUANTITY 17 PV MODULES LARGER AMPACITY OF 690.8(B)(I) oR (B)(2) = 18.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 26.0 < 30.8 O STC DC POWER RATING OF ARRAY 6800W DC (B)(I) -W/OUT CORRECTION FACTORS (B)(I) - W/OUT CORRECTION FACTORS = INVERTER OUTPUT CIRCUIT CURRENT(A AC) 14.52 6.05 u) LARGER AMPACITY COMPLIANCE = 30.0 > 18.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 26.0 OK O 125% O INVERTER OUTPUT CIRCUIT CURRENT(A AC) 14.5 7.06 0 CIRCUIT OCPD RATING (A) 20 15 U U RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT Z =20.57A CONDUCTOR(S) / CABLE(S)CROSS-SECTION W C. `v ON AREA U COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN. = 0.084IN."2 PV W O POWER PRODUCTION SYSTEM OCPD RATING _IN 0 N. Q (X125%) 30q CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 W N J N U MAX. ARRAY STC AC POWER (W) 4930W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK Z o5 -1 ( J N Qi MAX. ARRAY CEC-AC POWER (W) 6065W AC (CEC) O 4 W U 1- O < O Q 0 - AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE 0 VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.7 241.7 0.70% E O Q Lu N u • VRISE SEC. 2 (JBOX TO COMBINER BOX) 55 10 Cu. 1.9 241.9 0.80% CO Q IC)J VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 Cu. 0.5 240.5 0.21% C� Q Li_ Z O Z ~ TOTAL VRISE 4.1 244.1 1.70% OK W I- 0. J)O` < _J W * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. O I- N. U co U r.7::: co C/) (/) O 1- �. �- .o DRAWING BY KAYLA MAE AREVALO DATE 06-APR-2023 PROJECT ID 0092HT SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS PHOTOVOLTAIC SYSTEM AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 [NEC 690.54, NEC 690.13(B)] R. IC HiL. Dr. N F FT FROM THE RAPID SHUT DOWN AC DISCONNECT . ,, ;f-- 0 DISCONNECT SWITCH [NEC 690.56(C)]. ION RATED AC OUTPUT CURRENT 20.oA es( :��F 'S 'j NOAN AL OPERA11 GAC VOLTAGE 240 V SOLA R M/ FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION SOLARr.SYSTEM EQUIPPED GBE 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 i B TERMINALS OF THE DISCONNECTING MEANS TUq`( SM1 RAPID SYSTEM IS CONNECTED. [NEC DEVELOPER,LLC NOR SHALL IT BE ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TO THE DISCLOSED IN WHOLE OR IN PART TO 690. TERMINALS ON THE UNEAND [NEC 690.13(B), NEC 705.22] 7 � � ' , 56(C)] OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION LOAD SIDES MAY BE ENERGIZED AND REDUCE WITH THE SALE AND USE OF THE SHOO<HAZARD IN THE OPEN POSITION __ ARRAY RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. C AT EQUIPMENT CONTAINING OVERCURRENT J PERMANENT DIRECTORY TO BE LOCATED ��„` 44. DEVICES IN CIRCUTS SUPPLYING POWER TO A AT MAIN SERVICE EQUIPMENT DENOTING ��a-� BUSBAR OR CONDUCTOR SUPPLIED FROM PONIERTOTH18 BUILDING 18N.80SUPPLIE7D THE LOCATION OF THE PV RAPID DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROOF MOUNTS]SOLARARRAY_ SHUTDOWN SYSTEM DISCONNECTING -.� ; :CEP MEANS IF SOLAR ARRAY RAPID SHUT SOURCES:UTILITY GRID AND SOLAR ARRAY RAPID SHurpoDISCONNECT DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM 18�TED GROUPED AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. w°+nAUAna1'''" SCORwauREV NEC 705.10, NEC 690.56(C)(1)] ov.}nmss 111.1111111111111. PLACED ADJACENT TO PV SYSTEM PLUG-IN ION DEVELOPER,LLC D TYPE BREAKER TO A BUSBAR FOR A LOAD 4801 N UNIVERSITY AVE#900 PROVO,UT SIDE CONNECTION. [NEC 705.12(B)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED 84E04 POWER SOURCE I AT SOLAR ARRAY RAPID SHUTDOWN 888.781 7074 j OUTPUT CONNECTION ; SWITCH DENOTING THE LOCATION OF I DO NOT RELOCATE THIS POWIERTOT'H19BUILDg4GISAiLSO THE SERVICE EQUIPMENT LOCATION IF OVERCURRENT DEVICE BUPPLIEDFROMMNECTLO DISTRIBUTION SOLAR ARRAY RAPID SHUT DOWN DAVID STANLEY CONRAD UTILITY dSCONNE�TLaCJ1TED C-ELECTRICAL CONTRACTOR DISCONNECT SWITCH IS NOT GROUPED AND WITHIN LINE OF SITE OF MAIN C1524 SERVICE DISCONNECTING MEANS. [NEC 705.10] 0 a z 0 a © © o © (E)UTILITY METER O cK 120/240V AC, 60HZ, SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER❑BOX Z = JWLirAil W - N a J K) �zr-7:'`-' LLI N ^ U (V _1 (n U f r. r, .,, l - Z a(S a_ N _J cn ( Oz W U 1- 0o co LIJ < 0 Q O to U LD O p 0 Mr PV SYSTEM 0 ct a 0 Q Q U 1 DISCONNECTS)TO Li_ (N)PV BREAKER PV INVERTER Z ( 0 J 43 c OUTPUT CIRCUIT(S) W H~ U Q CO W " e O I- C, N pigiL EGC ) U I"' \I \I �O ® 1i DRAWING BY "a`= KAYLA MAE AREVALO DATE "�`� 06-APR-2023 I PROJECT ID 0092HT I ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: I, COMPLY WITH ANSI Z535.4-2011 STANDARDS. SHEET NAME 2. BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HANDWRITTEN. ELECTRICAL LABELS 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