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Plans • AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS RECEI ...- Ei— goi GOVERNING CODES MAR 0 9 203 I. ALL WORK SHALL COMPLY WITH: oN 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) Sliplif 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) CITY 1 OF i ✓ '`cL.+) 2018 INTERNATIONAL FIRE CODE(IFC) BUILDING ! L 4!VDIP,_! °I Is l l �.a Jo A 2021 OREGON PLUMBING SPECIALTY CODE V CONFIDENTIAL-THE INFORMATION • ' AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION LIAR€L ITS DEVELOPER,LLC NOR SHALL IT BE .. . SITE CLASSIFICATION NOTES,OSHA REGULATION C€; Tigard DISCLOSED IN WHOLE OR IN PART TO OCCUPANCY CLASS: SFR 4 OTHERS OUTSIDE RECIPIENTS CONSTRUCTION CLASS: V-B em "'' II7 Sh U not be ORGANIZATION,EXCEPT IN CONNECTION ZONING TYPE: RESIDENTIAL G.v'F a g WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE .,as e '^y-y at,? .;, �,, ,] WRITTEN PERMISSION OF ION DEVELOPER, I. A LDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. LLC. 2. THIS AD PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE ONTO NEARBY PROPERTIES OR ROADWAYS. 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3 OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC IKIA B C EP 3111.3.5.3 ITEM 3.2 ELECTRICAL CRITERIA,NOTES CERTIFIED TEMPERATURE SOURCE: ASHRAE T PV INSTALLATION 1....1 a-, t '' ,... !i !' 1_., I i 1 •_ WEATHER STATION: PORTLAND HILLSBORO OFFICEC�l i. ' . GURNEY -• �-'�( s=r 1'!fit it =L_ ; EXTREME MIN.TEMPERATURE: -8 j. PROFESSIONAL " ASHRAE 0.4%HIGH TEMP: 37SCOTT . °t w 1s(�') [ '�. ! i, . S- � #PVV-0117719 015866 r [ 4' + ION DEVELOPER,LLC { I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT ' a" V`*- 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 is '� ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703, IEC61646, IEC61730. ' �' ' 4 CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO DAVID STANLEY CONRAD �' LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C-ELECTRICAL CONTRACTOR ..,. "'-, `° ' , �` C L 24 ' . r7T 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL ,� � �` � $ w= BE PROVIDED AS PER SECTION[NEC 110.26]. Y `_ CITY OF TIGA.F�D - ^` " --- STRUCTURAL CRITERIA,NOTES ',, - DESIGN LOAD STANDARD: ASCE 7-16 f� • ,J WIND EXPOSURE CATEGORY: B REVIEWED FOR ()DE COMPLIANCE w *'x�'"`} 'I WIND SPEED(3-SEC GUST): 96 MPH 1 fY ` GROUND SNOW LOAD: 36 PSF Approved: + �, »sy DESIGN ROOF SNOW LOAD: 25 PSF ' : W U SEISMIC DESIGN CATEGORY: D [ _ '▪▪ '� SEISMIC RISK FACTOR: II / Q Z O (V U I>ernlit#: S ZD — aOo `33 = o . ^ Q .r �_ Address: �1`/ g O 4 w z N , S i ,. tit bk. . n o _J H .SJ tC #: F- ct w Q w Cl, Z Q o w By: Date: 3 / a w o of !� • '" cn w °O I w H IX m Q '� � S IJL- 1�L f>> {� } -- z z '� SCOPE OF WORK w o Q `" w Y SHEET LIST E.- J ^ r () w es t- v v o INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET Approved plans DRAWING BY V-2 SITE PLAN (AD. LIB) shall be on job site. �„�ED PROFESS DALLIN QUINTON 10.8 KW DC & 7.83 KW AC PHOTOVOLTAIC SOLAR ARRAY S 3 ROOF PLAN S-4 STRUCTURAL DETAILS ��� <,� N£F�, ��.y DATE PV MODULES: (27) SILFAB SOLAR SIL-400 HC+ S-5 STRUCTURAL CALCULATIONS & NOTES VALIDITY OF PERMIT 98950P 9� of MAR 2023 INVERTER(S): (27) ENPHASE IQBPLUS-72-2-US E-6 ELECTRICAL DETAILS (LINE DIAGRAM) E-7 ELECTRICAL CALCULATIONS & NOTES TH ISSUANCE OF A PERMIT OREGON PROJECT ID E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) g'SED ON CONSTRUCTION 00902D ROOF TYPE: COMPOSITION SHINGLE - 2 LAYER(S) E-9 ELECTRICAL LABELS & LOCATIONS DOCUMENTS AND OTHER qN 11 20�� PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E 10 ELECTRICAL DIRECTORY PLACARD (AD. LIB) D'TA SHALL NOT PREVENT ��4N ROWS-�'y 03/02/2023 SHEET NAME T E CODE OFFICIAL FROM COVER SHEET EXPIRES:12/31/24 RE'UIRING THE CORRECT'ON F ERRORS. ORSC 105.4 SHEET NUMBER REVISON G-1 0 SITE NOTES: 99 I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE C90 SO REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO uti, ION GREATER THAN 24" ON CENTER IN ANY DIRECTION F FST - EAVE,WHEREORORIDGED WITHIN OSSC 31113.3.05F3AT ROOF EDGE,EDGE, HIP, RO^/T 0��1NSo� .2 FOR ANY METER UPGRADES, ENSURE THAT THE 6/0MF SrRFFT UTILITY METER IS LOCATED WITHIN 10FT OF THE CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A FOR THE BENEFIT OF ANYONE EXCEPT ION LABEL SHOWING THE DISTANCE FROM THE FRONT DEVELOPER,LLC NOR SHALL IT BE CORNER OF THE HOUSE. (N) OVERHEAD PV WIRING CABLE DROP: DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS OVERHEAD TRIPLEX CABLE W/ STRANDED MESSENGER LINE, ORGANIZATION,EXCEPT IN CONNECTION O WITH THE SALE AND USE OF THE O I IN. RMC MASTS INSTALLED AT EACH STRUCTURE TO RESPECTIVE EQUIPMENT,WITHOUT THE SUPPORT CABLE 3 FT. ABOVE ROOF SURFACES AND 12 FT. WRITTEN PERMIssILLC F ION DEVELOPER, + * ABOVE GROUND LEVEL AT LOWEST POINT 0+ . +: +RA.+++ �B+ +*° * * * + * CERTIFIED +`+ - =v'°++++ + +++++++* + 3 -0' TYP. PV INSTALLATION ` ` ` PROFESSIONAL ' ` `+` •• +++++++++` +++ g. SCOTT A. GURNEY + + � + + + + + + + +Q + + + + + + + + 3'-0" TYP' 11 + ++++++++ + ++++++++4: + + + + + + + 3 2 � :r ++++, + + d� + +* ION DEVELOPER,LLC + 4801 N UNIVERSITY AVE#900 PROVO,UT +++ + ++++ 84604 ,4 p + + + + +4 + + + + 888.78I.7074 �, + Y. + ! �•Y ++**+*++ +++ ++ DAVID STANLEY CONRAD _O // hr• + + * + * C-ELECTRICAL CONTRACT O R + a+ + + r + + + + �a RS5 t`toDooFe3,s asza + + + + + + + +RSI + + + ++ + + + ++++ + + ` \�` GINf o ++++++++ ++� ++ � � � Fv+ + + + + ++ + + + + + 9 950P+ + + + + + + + + + + + + +++++++++ ` + * + ` + / + + + * * *++ + 7 OREGON+ + + + + + + + + + + Lu + + + + M + + + * � �+ +• + + 0 + + ; + + + q4� . F- 03/02/2023 cc H- v 0 pily, + + + ca qN RO � we D` ` + + + + + +OF Z N oRS34++++++ ++ + + + EXPIRES:12/31/24 w o CV Q ^ ++++++ +++ ZnN U U= N O r (7) (7) 1 1:i. ++++ «+++ ,4*"' O 0 Q °C W +++++ ++++ W _IO+ + ++ + +* + * + (N) OVERHEAD PV WIRING CABLE DROP: c w 1 3 -0" TYP. +`*`*+*+ +*+f OVERHEAD TRIPLEX CABLE W/ STRANDED MESSENGER LINE, o o "'o 3 -0" TYP. I IN. RMC MASTS INSTALLED AT EACH STRUCTURE TO Z wo+ + + +` `• ` ` SUPPORT CABLE 3 FT. ABOVE ROOF SURFACES AND 12 FT. I- CO LD R Rs+`+`+`+`* + ,- ABOVE GROUND LEVEL AT LOWEST POINT w ° ~ v o + * / ++ DRAWING BY DALLIN QUINTON SCALE: 3/32" = I'-0" DATE 0' z-8" s-a° 0-s" zr-c 01-MAR-2023 SYSTEM LEGEND (N) (N) PV COMBINER PANEL (N) (N)JUNCTION BOX O ROOF SECTION ROOF PV MODULE PROJECT ID C JBOX 5/ SUNEYE LOCATION CRITERIA AND SECTION QTY AZIMUTH PITCH TSRF 00902D rAl (E) UTILITY METER / RSI 7 117 36 71% (N) (N)PV LOAD CENTER (N) (N) AC DISCONNECT FIRE SETBACK SPECIFICATIONS RS2 5 117 26 51% \ . MAIN SERVICE PANEL LC ACD (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) •••• RS3 4 297 26 59% SHEET NAME 0 ROOF PLAN (E) (E) MAIN SERVICE PANEL row (N)PV PRODUCTION DC RS4 8 296 29 57% MAIN :V A METER AC (N) MICROINVERTER RS5 3 116 29 56% (N)PV MODULE SHEET NUMBER REVISON (E) (E) SUBPANEL (N) (N)DC-DC / STRING DCD(N) (N) DC DISCONNECT NVERTER S-3 0 SUB RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7PV MODULE PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL ION RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION ( 1 1 j PORTRAIT RACKING STANDOFF: CLICKFIT RACLIL X-SPACING P-XI CKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX.MAX II N ORIENTATION STANDOFF TYPE: L-FOOT S M FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN. MAX. tl A 5/16"X 3-1/2"ZINC PLATED PV ARRAY DETAIL, FRONT VIEW —P-X2— P-XI FASTENER: STEEL LAG SCREW Y-CANTILEVER P-Y2 15 IN. MIN. -17 IN. MAX. CONFIDENTIAL-THE INFORMATION SCALE: 3/8" = I'-0" I # f HEREIN CONTAINED SHALL NOT BE USED J LANDSCAPE FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION -I �, ORIENTATION DEVELOPER,LLC NOR SHALL IT BE 4. ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. NNNII) DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: LUMBER X-CANTILEVER L-X2 16 IN. MAX. —L-X2 L-XI - OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION VAULTED-CONVENTIONAL WITH THE SALE AND USE OF THE STRUCTURE TYPE: FRAMING Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SIZE: 2x10 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 ORIENTATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 2926 P Y2 / XIABCEI TOTAL PV MODULE AREA(SQ. FT.) 575.1 A / L Y2 CERTIFIED PV MODULE ROOF COVERAGE 20% NDSCAPE ORIENTATION PV INSTALLATION PROFESSIONAL S -YI �_ � SCOTT A. GURNEY /�� _ S�� N�....,, #PV-0117719-015866 PV ARRAY DETAIL, SIDE VIEW DEVELOPER,LLC ���EO PROFESS SCALE: 3/8" = 1'-0" 4801 N UNIVERSITY AVE#900 PROVO,UT ��� � 4604 �G 1 N FF� pyili ® 889.781.7074 9 90 950P DAVID STANLEY CONRAD / L-YI RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR ' SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER C1524 OREGON TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. JqN 11, ZG�� 9�qN ROw��� 03/02/2023 EXPIRES:12/31/24 STRUCTURAL UPGRADE REQUIRED - FULL RAFTER SISTER w w PV MODULE I. INSTALL (N) FULL SISTER FULL LENGTH LUMBER OR ix 1-w N = v) OVERLAPPED W/ SPLICE TO (E) RAFTERS TO OCCUR ONLY UNDER c PV ARRAY. w p 0 N U = N V N- a (n z N I r V 2. SECURE WITH (N) SIMPSON SDW22300 STRUCTURAL SCREWS i NI - p N. J w Q CLICKFIT RAIL OR I6D SINKERS SPACED STAGGERED 16" APART. O z Q rY - �1 3. SECURE EACH END WITH 3 SCREWS OR NAILS GROUPED WITHIN _ �� Q w w Lu Op 0 w m 6" CLICKFIT L-FOOT 6" OF EACH END. i w 1- wt m < �i p o j p < = C rr0 ❑ Z V p Q J z o 0 ❑ (E) COMP SHINGLE < w H Q (9 R ' COI , 1 ROOF MEMBRANE cn w o• F- • 1-0" MIN. I F \-..-- DRAWING BY COMP SHINGLE FLASHING / INSTALLED W/ DALLIN QUINTON ...„.\\ 2z" MIN. (E) RAFTER OVERLAPPED SPLICE (E) CEILING JOIST DATE DEPTH 5/16" ZINC PLATED STEEL /' 01 MAR 2023 LAG SCREW WITH 2-1/2" / MIN. EMBEDMENT IN TO / PROJECT ID (E) ROOF RAFTER (E) LBW STRUCTURAL UPGRADE FULL RAFTER SISTER 00902D STANDOFF DETAIL V\ 0, STRUCTURAL N.T.S SHEET NAME O 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 I 0 N SOLAR MODULE WEIGHT (LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION COMPOSITION SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE 4'0 SHINGLE 4.0 SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING LUMBER 2.3 LUMBER 2.3 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 PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B VAULTED - CONVENTIONAL HEREIN CONTAINED SHALL NOT BE USED CONVENTIONAL FRAMING - FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF) (PG) 36 DEVELOPER,LLC NOR SHALL IT BE 5/16"X 3-1/2"ZINC PLATED STEEL LAG FRAMING FRAMING - RAFTER RAFTER 2X4 + 2X6 2X10 @ 24 IN. O.C. 5'2 @ 24 IN. O.C. -DF 2.2 DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 OTHERS OUTSIDE RECIPIENTS DF #2 @14.2 FT. #2 @9.2 FT. MAX ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD (PSF) 0.8 MAX SPAN 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) EQN. 7.4-I WRITTEN PERMISSION OF ION DEVELOPER, LLC. = Ps = (Cs)(0.7)(CE)(CT)(Is)(PG) TOTAL ROOF DEAD LOAD (PSF) 11.5 8.5 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF (PSF) 14.4 9.5 STRUCTURE TYPE -ROOF SHAPE INHABITED - GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 MIN. ROOF SLOPE (DEG.) 26 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.8 3.4 NABCEP MEAN ROOF HEIGHT(FT.) 14 SLOPE FACTOR (Cs) = 0.8 FIG. 7.4-1 ROOF LIVE LOAD< ROOF SNOW LOAD (PSF) 25.0 25.0 CERTIFIED PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps (PSF) = 25 OK TOTAL LOAD (PSF) 43.2 37.9 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 # OF ATTACHMENT POINTS 67 RAFTER/ TOP CHORD MEMBER PROPERITES DF#2 -2x10 DF #2 - 2X4 + 2x6 PROFESSIONAL MAX. POINT LOAD (LBS /ATT.) 14.7 SECTION MODULUS (S)(IN"3) 21.39 12.44 S-kj 1 SCOTT A. GURNEY MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 14.7 MOMENT OF INERTIA(I)(IN"4) 98.93 29.36 rj #PV-0117719-015866 TOTAL LOAD ON MEMBER (W)(PLF) 86.4 75.7 ION DEVELOPER, LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (CSC) MAX. MEMBER SPAN (L)(FT) 14.2 9.2 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 DESIGN WIND PRESSURE (PSF) = P =aH(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)(KD)(KE)(V"2) EQN. 26.10-I SHEAR (Fv)(PSI) 180 180 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-1 ARRAY EDGE FACTOR (YE) = I TABLE 26.13-I AREA(A) (IN"2) 13.875 13.5 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 EQN. C26.10-I EQN. 26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) C1524 TOPOGRAPHIC FACTOR(KzT) = 1.0 EQN. 26.8-I QH (PSF) = 13.96 BENDING (FB) (PSI) 900 900 WIND DIRECTIONALITY FACTOR (KO = 0.85 TABLE 26.6-I LOAD DURATION FACTOR (CD) 1.15 1.15 SIZE FACTOR(CF) 1.10 1.40 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 GABLE ROOF 20° < 0 5 27° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS (PSI) 1309.3 1666.4 RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. I- SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS (PSI) = (w122)/(8(S)) 1221.4 772.9 ILI W EXTERNAL PRESSURE COEFF. (GCE) = -1.5 -2.5 -3.6 0.7 93% OK 46% OK Ct ~ U N ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 W Cl) _ � TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED Ct Q Z p N U MAX. UPLIFT (0.6D+0.6P)(LBS) = -103.5 -187.6 -210.1 ALLOWABLE DEFLECTION L / 240 L / 180 W ON 4 N- Q 0.710 IN. 0.613 IN. U) Z (V _I U RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ACTUAL MAX DEFLECTION (Wart. / 185(E)(I) (W)(L)"4 / 185(E)(I) ) 0 n (7) ) < SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 0.207 IN. 0.108 IN, Z I- -) Cr ix or u EXTERNAL PRESSURE COEFF. (GCE) = -1.5 -2.5 -3.6 0.7 29% OK 18% OK O W N Z Q O 2- W ASD U PRESSURE (0.6P)(PSF) = -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK-LIVE LOAD 1- E W O O - W TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L/ 240 L/ 240 E W = W Cl) CWj) n ` MAX. UPLIFT (0.6D+0.6P)(LBS) = -56.1 -101.6 3.8 0.71 IN. 0.46 N. CC 0 so I- 0 < < U r i ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) (W)(L)"4 / 185(E)(I) Z U 0 J O ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.183 IN. 0.094 IN. - W cn c Cl) W CLICKFIT L-FOOT-5/I6"X 3-1/2"ZINC PLATED W N Q .. STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 26% OK 20% OK - W 0, - .Ni co O 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 QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE I2.3.3A 2497.5 LBS. 2430 LBS. DALLIN QUINTON FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 p ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0613 LBS. 348 LBS. DATE LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0025% OK 14% OKMAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND(LBS) OK01 MAR 2023 PROJECT ID 00902D SHEET NAME 03/02/2023 STRUCTURAL CALCS EXPIRES:12/31/24 SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V 4 (I) 6 AWG 2C,OH TRI WIG.AL. (LI,L2,EGC) 24.2 A AC(MAX) 3 '(I) 10 AWG THHN/THWN-2,CU. BLACK(LI) 13.3 A AC(MAX) 2 (I) 10 AWG 2C,NM-B W/G,CU. (LI,L2,EGC) 13.3 A AC (MAX) I (I) 12 AWG 2C,TC-ER,CU. (LI,L2) 13.3 A AC(MAX) r ION 240 V AC (I) 10 AWG THHN /THWN-2.CU. RED(L2) 240 V AC FREE AIR 240 V AC (I) 6 AWG SOLID BARE CU. (EGC) 240 V AC "(I) 10 AWG THHN/THWN-2,CU. WHITE(N) (I) 3/4 IN.EMT OR FREE AIR (RACEWAY) (I) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (I) I IN. RMC (RACEWAY) OVERHEAD ,'(I) 3/4 IN. EMT (RACEWAY) EXTERIOR INTERIOR EXTERIOR _ 5 (I) 6 AWG 2C,SE-U W/G,AL. (LI,L2.EGC) 10.9 A AC(MAX) 10 "(I) 8 AWG THHN/THWN-2.CU. BLACK(LI) 32.7 A AC(MAX) II '(I) 6 AWG THHN/THWN,CU. BLACK(LI) 32.7 A AC (MAX) 240 V AC '(I) 8 AWG THHN/THWN-2.CU. RED(L2) 240 V AC .(I) 6 AWG THHN/THWN,CU. RED(L2) 240 V AC '(I) 10 AWG THHN/THWN-2,CU. WHITE(N) '(I) 6 AWG THHN/THWN,CU. WHITE(N) CONFIDENTIAL-THE INFORMATION (p 10 AWG THHN/THWN-2,CU. GREEN(EGC) (I) 6 AWG THHN/THWN,CU. GREEN(GEC) HEREIN CONTAINED SHALL NOT BE USED ' ' (I) 11/4 IN. PVC SCH. 80 (RACEWAY) EXTERIOR (I) 3/4 IN. EMT (RACEWAY) EXTERIOR F(I) 3/4 IN.PVC SCH. 40 (RACEWAY) EXTERIOR FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE ELECTRICAL LINE DIAGRAM (27)SILFAB SOLAR SIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS SUPPLY-SIDE SOURCE CONNECTION ORGANIZATION,EXCEPT IN CONNECTION (E)UTILITY METER MAIN SERVICE PANEL SERVICE (N)JUNCTION BOX (27)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE 120/240V AC,60HZ, (E)200A MAIN SERVICE PANEL ENTRANCE CONDUCTOR TAP (N)ENPHASE IQ COMBINER 4 SINGLE PHASE (E)200A/2P MAIN DISCONNECT(NEC 230.82,NEC 705,NEC 230.46) (PV CIRCUITS ONLY) (OPTIONAL-FOR UL 1741 LISTED RESPECTIVE EQUIPMENT,WITHOUT THE CONDUCTOR SPLICE) (N)JUNCTION BOX WRITTEN PERMISSION OF ION DEVELOPER, LLC. (N)I5A/2P (I) c, p (N)PV AC DISCONNECTLI - cz 60A,240V,2P,FUSED `G z '-' n CIRCUIT LOCKABLE,VISIBLE OPEN Lz ® T•• OF 7 (E)200A/2P SERVICE RATED Ecc iall MODULES igla L� NAB C E P INTEGRATED 10 —�— — J 15A/2P MAX --- CERTIFIED TO IQ ENVOY (E)LOADS GATEWAY (N)125A RATED NORTH (N)JUNCTION BOX • _ GARAGE LOAD CENTER O (OPTIONAL-FOR PV INSTALLATION (N)SOA � I \ / (PV CIRCUITS ONLY) CONDUCTOR SPLICE)O (N)JUNCTION BOX OI PROFESSIONAL (E)LOADS n FUSES (N)35A/2P - (D S.� NEY / #POOTT A719 OR5866 (N)20A/2P NI ii `` �� A " Q " �® CIRCUIT �� �N � Lz I c c ��• ION DEVELOPER,LLC N e=c, _ Ecc' _ knakil �� OF II �� 4801 N UNIVERSITY AVE#900 PROVO,UT 1 I I E - V - e� -1 — — —�=` �TEGC +_ — —Eccl ® MODULES UNDERGROUND NB "�' Ir EGC G �/ 4604 888.781.7074 SERVICE LATERAL II 10 (N)JUNCTION BOX sRE['Eks'NLE /O\ I (N)TRENCHING WIRE SPLICE —�A O (OPTIONAL-FOR O O DAVID STANLEY CONRAD LI N Lz (N)GEC PERMITTED TO I JUNCTION BOX CONDUCTOR SPLICE) (N)JUNCTION BOX C-ELECTRICAL CONTRACTOR `E` RUN SEPARATELY / C1524 OUTSIDE RACEWAY IF (N)I5A/2P z _ (I) SOLID BARE AND NOT c c2I ® II /■.■� EXPOSED TO PHYSICAL �z '2 _. CIOR(I 91T (E)GROUNDING DAMAGE. — EGC Ecc c ELECTRODE [NEC 250.64(B)] G - -I ---�— =`c1 �r EGC EN MODULES L SYSTEM c V — I GEC H 0 /0� w (N)GROUNDING (N) SOUTH GARAGE (N)GROUNDING W 0 ELECTRODE PV AC DISCONNECT I ELECTRODE W C U 30A,240V,2P —SYSTEM SYSTEM Q Z N NON-FUSED,LOCKABLE, CD VISIBLE OPEN W O N (.5 N. Z N J U -) O N- (n (/) Q w N Z Q CO Y W W O 0 U ELECTRICAL LINE DIAGRAM NOTES < Z W V LU o «s o 0 a = oP W CY <n w— a` w cn Q r-, (7 W O H CV - o DRAWING BY DALLIN QUINTON DATE 0I-MAR-2023 PROJECT ID 00902D SHEET NAME , ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 27 X 298 W = 8.046 ELEC. LINE DIAG. 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) S.G.AC DISCONNECT TO N.G.TRENCHING WIRE SPLICE JUNCTION BOX/N.G.LOAD CENTER TO COMBINER BOX(4) ION STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT= 13,3 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT= 24.2 A AC JURISDICTION CITY OF TIGARD CONDUCTOR SIZE/INSULATION/TYPE= 12 AWG 2C,TC-ER.CU. CONDUCTOR SIZE/ INSULATION/TYPE= 6 AWG 2C.OH TRI WIG.AL. WEATHER STATION PORTLAND HILLSBORO CONDUCTOR All'.RATING @ 90°C= 30 A CONDUCTOR AMP.RATING @75°C= 50 A _ ASHRAE EXTREME LOW TEMP(°C) -8 ASHRAE 0.4%HIGH TEMP(°C) 37 PER NEC 690.8(BX1)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(IXW/OUT CORRECTION FACTORS) DESIGNED MAX.SYSTEM VDROP/VRISE 4.00% MAX INVERTER OUTPUT CURRENT XI25%= 17.0 A AC MAX INVERTER OUTPUT CURRENT XI25%= 30.0 A AC CONFIDENTIAL-THE INFORMATION PV MODULE_SPECIFICATIONS SILFAB SOLAR SIL-400 HC+ PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) PER NEC 690.8(BX2XWITH CORRECTION FACTORS) HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION RATED POWER(PMAX)(W) 400 AMB.TEMP. AMP.CORRECTION= 0.91 AMB.TEMP.AMP.CORRECTION= 0.91 DEVELOPER,LLC NOR SHALL IT BE MAXIMUM POWER VOLTAGE(VMP) 36.05 #OF CONDUCTORS IN RACEWAY CORRECTION= I.0 #OF CONDUCTORS IN RACEWAY CORRECTION= 1.0 DISCLOSED IN WHOLE OR IN PART TO MAXIMUM POWER CURRENT(IMP) 11.1 ADJUSTED CONDUCTOR AMPACITY(A)= 27.3 A AC ADJUSTED CONDUCTOR AMPACITY(A)= 45.5 A AC OTHERS OUTSIDE RECIPIENTS OPEN CIRCUIT VOLTAGE(VOC) 43.02 ORGANIZATION,EXCEPT IN CONNECTION SHORT CIRCUIT CURRENT(ISC) 11.58 LARGER AMPACITY OF 690.8(BXI)OR(BX2)= 17.0<27,: LARGER AMPACITY OF 690.8(BXI)OR(BX2)= 30.0<45.5 WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE PMP/VMP TEMP.COEFFICIENT -0.36 (B)(1)-W/OUT CORRECTION FACTORS (BXI)-W/OUT CORRECTION FACTORS WRITTEN PERMISSION OF ION DEVELOPER, VOC TEMP.COEFFICIENT -0.28 LARGER AMPACITY COMPLIANCE= 30.0 > 17.0 OK LARGER AMPACITY COMPLIANCE= 50.0 > 30.0 OK LLC. SERIES FUSE RATING 20 ADJ.MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE/TYPE= 3/4 IN. EMT OR FREE AIR RACEWAY SIZE/TYPE_r I IN. RMC ADJ. MODULE VMP @ ASHRAE 2%AVG.HIGH TEMP 30.3 CONDUCTOR(S)/CABLE(S)CROSS-SECTION AREA(IN."2)= 0.142 IN.` CONDUCTORS)/ CABLE(S)CROSS-SECTION AREA(IN."2)= 0.255 IN."2 CROSS-SECTIONAL AREA OF RACEWAY(IN.'2)= 0.533 IN. CROSS-SECTIONAL AREA OF RACEWAY(IN."2)= 0.817 IN."2XI-AB C E P INVERTER SPECIFICATIONS ENPHASE IQ8PLUS-72-2-US %ALLOWABLE RACEWAY FILL(NEC CH.9,TBL I)= 53% > 27% OK %ALLOWABLE RACEWAY FILL(NEC CH. 9.TEL I)= 40% > 31% co‹ CERTIFIED TYPE MICROINVERTER MAX.OR RECOMMENDED MODULE POWER(W) 440 JUNCTION BOX TO JUNCTION BOX(2) TRENCHING WIRE SPLICE JUNCTION BOX TO NORTH GARAGE LOAD CENTER(5) PV INSTALLATION MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE(VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT= 13.3 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT= 10.9 A AC PROFESSIONAL MINIMUM START VOLTAGE(V) 30 CONDUCTOR SIZE/ INSULATION/TYPE= 10 AWG 2C,NM-B W/G,CU. CONDUCTOR SIZE/INSULATION/TYPE= 6 AWE 2C.SE-U W/G.AL. MAXIMUM START VOLTAGE(V) 58 CONDUCTOR AMP.RATING @60°C= 30 A CONDUCTOR AMP.RATING @75°C= 50 A 'rj.� r'1 SCOTT A. GURNEY MAXIMUM INPUT CURRENT(ISC)(A) 15 / #PV-0117719-015866 MAX CONTINUOUS OUTPUT POWER(VA) 290 PER NEC 690.8(BXI)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(IXW/OUT CORRECTION FACTORS) ION DEVELOPER,LLC MAX.CONTINUOUS OUTPUT CURRENT(A) 1.21 MAX INVERTER OUTPUT CURRENT X125%= 17.0 A AC MAX INVERTER OUTPUT CURRENT X125%= 14.0 A AC 4801 N UNIVERSITY AVE#900 PROVO,UT NOMINAL.(L-L)OUTPUT VOLTAGE 240 84604 CEC WEIGHTED EFFICIENCY(%) 97.0% PER NEC 690.8(B)(2XWITH CORRECTION FACTORS) PER NEC 690.8(BX2)(WITH CORRECTION FACTORS) 888.781.7074 AMB.TEMP. AMP,CORRECTION= 0.91 AMB.TEMP.AMP.CORRECTION= 0.91 SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 CIR 3 #OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 #OF CONDUCTORS IN RACEWAY CORRECTION= 1.0 DAVID STANLEY CONRAD NUMBER OF MODULES PER CIRCUIT 9 II 7 ADJUSTED CONDUCTOR AMPACITY(A)= 21.84 A AC ADJUSTED CONDUCTOR AMPACITY(A)= 45.5 A AC C-ELECTRICAL CONTRACTOR DC POWER RATING PER CIRCUIT(STC)(W DC) 3600 4400 2800 C1524 TOTAL MODULE QUANTITY 27 PV MODULES LARGER AWACITY OF 690,8(BXI)OR(BX2)= 17.0<21.8 LARGER AMPACITY OF 690.8(BXD OR(BX2)= 14.0<45.5 STC DC POWER RATING OF ARRAY I0800W DC (BXI)-W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS INVERTER OUTPUT CIRCUIT CURRENT(A AC) 10.89 13.31 8.47 LARGER AMPACITY COMPLIANCE= 30.0 > 17.0 OK LARGER AMPACITY COMPLIANCE= 50.0 > 14.0 OK 125%INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.61 16.64 10.59 CIRCUIT OCPD RATING(A) 15 20 15 RACEWAY SIZE/TYPE= FREE AIR RACEWAY SIZE/TYPE_• 1 1/4 IN. PVC SCH.80 COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 32.67A AC CONDUCTORS)/CABLE(S)CROSS-SECTION AREA(IN."2)= 0.165 IN."2 PV POWER PRODUCTION SYSTEM OCPD RATING(X125%) 50A CROSS-SECTIONAL AREA OF RACEWAY(IN."2)= 1.237 IN."2 I- MAX.ARRAY STC-AC POWER(W) 7830W AC(SIC) %ALLOWABLE RACEWAY FILL(NEC CH.9,TBL I)= 40% > 13% OK W MAX.ARRAY CEC-AC POWER(W) 9633W AC(CEC) W JUNCTION BOX TO COMBINER BOX/NORTH GARAGE LOAD CENTER/SOUTH GARAGE AC DISCONNECT(3) COMBINER BOX TO MAIN PV OCPD(10) IC Et - + AC VOLTAGE RISE CALCULATIONS DIST(FT: COND. VRISE(V)VEND(V) %VRISE MAX INVERTER OUTPUT CIRCUIT CURRENT= 13.3 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT= 32.7 A AC W (X) _ D VRISE SEC. I(MICRO TO JBOX). 28.8 12 Cu. 1.5 241.5 0.64% CONDUCTOR SIZE/ INSULATION/TYPE= 10 AWG THHN/THWN-2,CU. CONDUCTOR SIZE/ INSULATION/TYPE= 8 AWG THHN/THWN-2,CU. CC Z CV VRISE SEC.2(JBOX TO COMB.BOX/N.G.LC/S.G.AC DISCO 30 10 Cu. 1.0 241.0 0.40% CONDUCTOR AMP.RATING @75°C= 35 A CONDUCTOR AMP.RATING @75°C= 50 A W O CD (V U VRISE SEC.3(S.G.AC DISCO TO N.G.LOAD CENTER) 60 6 AL. 2.3 242.3 0.97% (= Z N II-I N. 0 VRISE SEC.4(N.G.LOAD CENTER TO COMBINER BOX) 35 6 AL. 1.4 241.4 0.56% PER NEC 690.8(8)(I)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(IXW/OUT CORRECTION FACTORS) = N (/) VRISE SEC. 5(COMBINER BOX TO P01) 15 8 Cu. 0.8 240.8 0.32% MAX INVERTER OUTPUT CURRENT XI25%= 17.0 A AC MAX COMBINED INVERTER CONTINUOUS OUTPUT CURRENT X125%= 41.0 A AC O ^ V) < Cr J 0 TOTAL VRISE 6.9 246.9 2.89% OK O - Q 0O >. W 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. PER NEC 690.8(B)(2XWITH CORRECTION FACTORS) PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) _ AMB.TEMP. AMP.CORRECTION= 0.91 AMB.TEMP.AMP.CORRECTION= 0.91 I- Z W 0 JO - r U #OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 #OF CONDUCTORS IN RACEWAY CORRECTION= 1.0 Q Z (.9 (I) W _ ADJUSTED CONDUCTOR AMPACITY(A)= 25.48 A AC ADJUSTED CONDUCTOR AMPACITY(A)= 45.5 A AC LLl I W V) I� ND � F- IX [C1 Q ND LARGER AMPACITY OF 690.8(BXI)OR(BX2)= 17.0<25.° LARGER AMPACITY OF 690.8(BXI)OR(BX2)= 41.0<45.5 O ad 0 O W 0_ 0 .C) (BXI)-W/OUT CORRECTION FACTORS (BXI)-W/OUT CORRECTION FACTORS z U (n 0 ( LZ 6 LARGER AMPACITY COMPLIANCE= 35.0 > 17.0 OK W LARGER AMPACITY COMPLIANCE= 50.0 > 41.0 OK W (n 0 Q RACEWAY SIZE/TYPE= 3/4 IN. EMT RACEWAY SIZE/TYPE= 3/4 IN. EMT (7) W U I- v N O CONDUCTOR(S)/CABLE(S)CROSS-SECTION AREA(IN."2)= 0.148 IN."2 CONDUCTOR(S)/CABLE(S)CROSS-SECTION AREA(IN."2)= 0.146 IN."2 v CROSS-SECTIONAL AREA OF RACEWAY(IN."2)= 0.533 IN."2 CROSS-SECTIONAL AREA OF RACEWAY(IN."Z)= 0.533 IN.'2 DRAWING BY %ALLOWABLE RACEWAY FILL(NEC CH.9.TEL I)= 40% > 28% OK %ALLOWABLE RACEWAY FILL(NEC CH.9.TBL I)= 40% > 27% OK DALLIN QUINTON DATE 0I-MAR-2023 PROJECT ID 00902D SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 1 . 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. 'L H4- DC 11 F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT ,,r; .,i �I DISCONNECT SWITCH [NEC 690.56(C)]. I 0 N RATED AC OUTPUT CURRENT 32.7A �f,. AF �� _ I NOMINAL OPERATLIGAC VOLTAGE 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 RAPS)SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION d1 B TERMINALS OF THE DISCONNECTING MEANS TURN RAPID SHUTDOWN SYSTEM IS CONNECTED. [NEC DEVELOPER, LLC NOR SHALL IT BE MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TO THE DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD 690.56(C)] 'OFF' OTHERS OUTSIDE RECIPIENTS TERMINALS ON THEUNEAND [NEC 690.13(B), NEC 705.22] SHUTDOWNpvSYSTFy , , ORGANIZATION,EXCEPT IN CONNECTION AND REDUCE WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED sHocloA?ARD M' RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION .,, ---WTHE ARRAY -- WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED C DEVICES IN CIRCUTS SUPPLYING POWER TO A `� AT MAIN SERVICE EQUIPMENT DENOTING NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM ____TpmsBuiLoNois ALSO SUPPLED THE LOCATION OF THE PV RAPID SHUTDDUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROMA ROOF MIOUNTEDSOLAR ARRAY. MEANS IFN SYSTEM ADRRAY RAPID S CERTIFIED MEANS SOLAR ARRAY RAPID SHUT SOURCES:UTILITY GRID AND SOLAR ARRAYRAPIDSHUTDOMMDISCONNIECT DOWN DISCONNECT SWITCH IS NOT PV INSTALLATION PV SOLAR ELECTRIC SYSTEM IBLOCATED GROUPED AND WITHIN LINE OF SITE OF PROFESSIONAL MAIN SERVICE DISCONNECTING MEANS. S- I SCOTT A. GURNEY [NEC 705.10, NEC 690.56(C)(I)] #PV-0117719-015866 ■ PLACED ADJACENT TO PV SYSTEM PLUG-IN ION DEVELOPER,LLC 111.111111111111 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 84604 POWER SOURCE I AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 I OUTPUT CONNECTION SWITCH DENOTING THE LOCATION OF I + POWER TO THIS BUILDING IS ALSO DO NOT RELOCATE THIS SUPPLIED FROM MAIN DISTRIBUTION THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR OVERCURRENT DEVICE IJIiLITYDISCONNECTLOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] o a a a as oa a © oo W (E)UTILITY METER El © El LI © ELI C I- ± W 120/240V AC, 60HZ, SINGLE PHASE (E)MAIN SERVICE PANEL _ (N)COMBINER BOX (N)NORTH GARAGE LOAD CENTER Q z O Ni, U .0= Z pc) Q L2 (N)PV AC DISCONNECT — _ _ (N)SOUTH GARAGE Z F—LI 1711 ..m•• ••••*".. n 1 ikgA __________„. .,,,-= F'iTT '' 1 PV AC DISCONNECT _O Q co W W co Z J C5 Y U 1— zwM u u Q z O O UJ L2 EGC EGC W = W (n oo I� PV SYSTEM — PV SYSTEM — ® z u I— O Q Q - 0 1 -:ESEI e c DISCONNECT(S)TO DISCONNECTS)TO c c LL U O J 0 0 .p (_/ �� PV INVERTER PV INVERTER Z_ W ct(n Cl) w d al OUTPUT CIRCUIT(S) OUTPUT CIRCUITS) 17 W N O Q ^ LI u u u I- co C_J I� CO u L2 L2 O3O 6 1 b J (T - N N O O EGC 0 0 LZ L2 U) W ON \/ `/ EGC EGC GEC - EGCIN ) DRAWING BY DALLIN QUINTON DATE NI L2I 0I-MAR-2023 PROJECT ID 00902D 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