HomeMy WebLinkAboutPlans LIABILITY
The City of Tigard and Its Approved plans
employees shall not be shall be on job site.
responsible for discrepancies
. AERIAL SITE VIEW which may appear e
JURISDICTION CODES AND STANDARDS
ION
INS CODES
'C I. ALL WORK SHALL COMPLY WITH:
- 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC)
2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC)
2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC)
2018 INTERNATIONAL FIRE CODE(IFC)
2021 OREGON PLUMBING SPECIALTY CODE
=a' :.LLQ `C n) ',,• Tt^
AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. CONFIDENTIAL-THE INFORMATION
HEREIN CONTAINED SHALL NOT BE USED
FOR THE BENEFIT OF ANYONE EXCEPT 10
SITE CLASSIFICATION NOTES.OSHA REGULATION DEVELOPER,LLC NOR SHALL IT BE
OCCUPANCY CLASS. SFR DISCLOSED IN WHOLE OR IN PART TO
CONSTRUCTION CLASS: V-B OTHERS OUTSIDE RECIPIENTS
ZONING TYPE: RESIDENTIAL ORGANIZATION,EXCEPT IN CONNECTION
WITH THE SALE AND USE OF THE
}' RESPECTIVE EQUIPMENT.WITHOUT THE
I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. WRITTEN PERMISSION OF ION DEVELOPER
2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE LLC'
' 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 3OF A ROOF EDGE,HIP,PAVE,OR RIDGE OSSC :.
a. 3111.3.5.3ITEM 3.2 NABCEP
TEMPEELECTRICAL ATURE SOURCE
NOTES OFFICE COPY CERTIFIED
TEMPERATURE$OVRCE'. ASHRAE
WEATHER STATION: PORTLAND HILLSBORo PV INSTALLATION
EXTREME MIN.TEMPERATURE: -8 PROFESSIONAL
ASHRAE O.L%HIGH TEMP: 37
.fj. SCOTT GURNEY
>tPV-01177]]19-015866
I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO VL LISTING REQVIREMENTS, ION DEVELOPER,LLC
2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN
4801 N UNIVERSITY AVE aw900 PROVO.UF
,a ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. BL604
3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI]03.IEC61646,IEC61730. 888.781.7074
L. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO
LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. DAVID STANLEY CONRAD
5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL
C-ELECTRICAL CONTRACTOR 0521s 1 BE PROVIDED AS PER SECTION[NEC 110.261,
STRUCTURAL CRITERIA,NOTES
DESIGN LOAD STANDARD: ASCE 7-16
WIND EXPOSURE CATEGORY. B
WING SPEED(3-SEC GIST): 96 MPH
GROUND SNOW LOAD: 25 PST _
DESIGN ROOF SNOW LOAD.25 PST • N
SEISMIC DESIGN CATEGORY: D O
SEISMIC RISK FACTOR. II N
CITY OF TIGARD W =
QO N C)
REVIEWED FO it CODE COMPLIANC J s M
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SHEET LIST �eF S �- -
TT• � DRAWING BY
INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET Suite EN
V-2 ENERGY
V-2 SITE PLAN (AD. LIB)8.74 KW DC&6.67 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN IB)-:
p PROF DATE
S-4 STRUCTURAL DETAILS �FR� J 15-06-2022
PV MODULES: (23)SILFAB SOLAR SIL-380 HC 20211101 S-5 STRUCTURAL CALCULATIONS& NOTES ��5 ��G)N1, %y
INVERTER(S): (23)ENPHASE IQ7PLUS-72-2-US E-6 ELECTRICAL DETAILS(LINE DIAGRAM) rPROJECT ID
E-7 ELECTRICAL CALCULATIONS& NOTES VALIDITY OF PERMIT 9 950P 0074JR
E-8 ELECTRICAL LOAD CALCULATIONS(AD. LIB)
ROOF TYPE: COMPOSITION SHINGLE-I LAYER(S) E-9 ELECTRICAL LABELS&LOCATIONST E ISSUANCE OF A PERMIT OREGON SHEET NAME
PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-10 ELECTRICAL DIRECTORY PLACARD(AD. LIB) �•4,y p`L�' COVER SHEET
EASED ON CONSTRUCTION q<qN�RowEy 06/15/2022 ,HEFT NDMBER RE 15QN
OCUMENTS AND OTHER
EXPIRES: 24 G-1 0
12/31
DATA 814ALL NOT PRCVCIMI
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. ORSC 105.4
-SITE NOTES:
I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE ION
REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO 11532 SOUTHWEST COLE LANE
GREATER THAN 24"ON CENTER IN ANY DIRECTION FRONT OF HOME
WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP,
EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2
CONFIDENTIAL-THE INFORMATION
HEREIN CONTAINED SHALL NOT BE USED
RS3 RS4 FOR THE BENEFIT OF ANYONE EXCEPT IO
DEVELOPER.LLC NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART TO
OTHERS OUTSIDE RECIPIENTS
ORGANIZATION,EXCEPT IN CONNECTION
WITH THE SALE AND USE OF THE
RESCTIVE EQUIPMENT,WITHOUT THE
Z C7
WRITTEN PERMISSION OF ION DEVELOPER
LLCNABCEP
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PROFESSIONAL
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RSI APV-0117 719-015 8"
ION DEVELOPER LLC
L801 N UNIVERSITY AVE#900 PROVO,U'
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SCALE: 1/8" = I'-0" CqN RO`N�� DATE
EXPIRES:12/31/24 15-06-2022
SYSTEM LEGEND (ro IN)Pv conewER PANEL "> (N)JUNCTION eox PROJECT ID
sO SUNEYE LOCATION ROOF SECTION ROOF PV MODULE
c ,I�oz R SECTION v AZIMUTH PITCH TSRF 0074JR
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CRITERIA AND RSI 270 31 eo%
(E) (E)UTILITY METER/ (N) (N) (N)AC DISCONNECT 1
N MAIN SERVICE PANEL LC (N)PV LOAD CENTER ACb FIRE SETBACK SPECIFICATIONS RS2 13 180 29 97% /� SHEET NAME
(VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) El RS3 1 90 31 79% V ROOF PLAN
E5 (E)MAIN SERVICE PANEL (N (N)PV PRODUCTION (N)MICROINVERTER RS4 2 270 29 77%
DAC
METER �(N)PV MODULE
(E) (E)SUBPANEL (N) (N)DC-DC/STRING (N) SHEET NUMBER REVISON
5116 INVERTER (N)DC DISCONNECT
DCD -3 0
RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA
PV MODULE ION
PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL
RACKING- ECOFASTEN CLICKFIT RAIL-PORTRAIT-MODULE ORIENTATION PORTRAIT
RACKING TYPE: RAIL X-SPACING P-XI 48 IN.O.C.MAX.
S TAKEOFF. CLICKFIT L-FOOT X-CANTILEAVER P-X? 16 IN.MAX. ORIENTATION
STANDOFF TYPE. L-FOOT 8 FLASHING Y-SPACING P-YI 37.4 IN.MIN.-L5.3 IN.MAX.
5II6•x 3-1/2•ZINC PLATED PV ARRAY DETAIL,FRONT VIEW P-X2 P-XI
FASTENER: STEEL LAG SCREW Y-CANTILEAVER P-Y2 12.1 IN.MIN.-16 IN.MAX CONFIDENTIAL-THE INFORMATION
SCALE:3/8"= -O" LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED
STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT 10
DEVELOPER.LLC NOR SH ALL IT BE
ROOF TYPE: COMPOSITION SHINGLE x-SPACING L-XI 48 IN.J.C.MAX. DISCLOSED IN WHOLE OR IN PART TO
1-X1 OTHERS OUTSIDE RECIPIENTS
MA
ROOF SHEATHING TYPE: PLYWOOD X-CANTILEAVER L-X2 16 IN.MAX
MIN L-X2 ORGANIZATION,EXCEPT IN CONNECTION
STRUCTURE TYPE: MANUFACTURED WOOD TRUSS Y-SPACING L-VI 21.1 IN.MIN.-25.1 IN.MAX. WITH THE SALE AND USE OF THE
RAFTER SIZE: 2x4 Y CANTILEAVER L-Y2 ].9 IN.MIN.-9.8 1N.MAX. RESPECTIVE EQUIPMENT,WITHOUT THE
RAFTER SPACING: 24 PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER
ORIENTATION LLC'
ARRAY PARAMETERS
TOTAL ROOF AREA(SO.FT.) 2665 P Y2
TOTAL PV MODULE AREA(SO.FT.) 153.1 l-x
%PV MODULE ROOF COVERAGE 17% L-Y2 CERTIFIED
E
LANDSCAP
LANDSAPV INSTALLATION
P-Yl
PROFESSIONAL
./
SC DTT A.GURNEY
#PV-011]]19-015866
PV ARRAY DETAIL,SIDE VIEW ION DEVELOPER.LLC
SCALE:3/8"= -0" A 4801 N UNIVERSITY AVE#900 PROVO.U-
S-4 81604
888.]81.]0]4
DAVID STANLEY CONRAD
L-YI RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR
SUBSEDUENT ROW OF ATTACHMENTS ONE RAFTER OVER C1521
TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY.
O
N
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PV MODULEUS
LU =
Z N U
Q N Q
n U
J NJ 07 -C
CLICKFIT RAIL rn N = 3:
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z oN o
(E)COMP SHINGLE w _J N a N w
ROOF MEMBRANE t: a N U5 06n
DRAWING BY
COMP SHINGLE FLASHING ENPHASE ENERGY
22"MIN.
DEPTH 5/16"ZINC PLATED STEEL ��R�.O PROFFsDATE
s 15-06-2022
LAG SCREW WITH 2-1/2"
MIN. EMBEDMENT IN TO rPROJECT 10
(E)ROOF RAFTER 9 950P 0074JR
A�STANDOFF DETAIL GREG N SHEET NAME
SCALE 3" = I'-0" q✓qN 11, 2Gy 06/15/2022 STRUCTURAL DETAILS
�qN RO`NSHEET 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 ION
MODULE MANUFACTURER/TYPE SILFAB SOLAR SIL-380 HE 20211101 JURISDICTION DEAD LOAD CPSF) RSI RS2
SOLAR MODULE WEIGHT(LBS) 43 CITY OF TIGARD ROOF MEMBRANE COMPOSITION COMPOSITION
" SOLAR MODULE LENGTH(IN.) 69.4 STATE OREGON SHINGLE L'0 SHINGLE 4.0
SOLAR MODULE WIDTH(IN.) LO.B ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 1/2"PLYWOOD 1.7 1/2'PLYWOOD 1.7
SOLAR MODULE AREA(SQ.FT) 19.7 OCCUPANCY/RISK CATEGORY 11
PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH(3-SEC GUST)) 96 CONFIDENTIAL-THE INFORMATION
PV ROCKING TYPE RAIL WIND EXPOSURE CATEGORY HEREIN CONTAINED SHALL NOT BE USED
B MANUFACTURED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT IO
PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSR)(PG) 25 WOOD TRUSS- TOP WOOD TRUSS- DEVELOPER.LLC NOR SHALL IT BE
5/16"X 3-1/2'ZINC PLATED STEEL LAG FRAMING CHORD 2X4 @ 2L IN. 1.0 TOP CHORD 2X4 @ I.0 DISCLOSED IN WHOLE OR IN PART TO
PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 O.C.-OF#2 @6 FT. 24 IN.O.C.-DF#2 OTHERS OUTSIDE RECIPIENTS
MAX SPAN @6 FT.MAX SPAN ORGANIZATION,EXCEPT IN CONNECTION
RACKING DEAD LOAD(PSF) 0.8 WITH THE SALE AND USE OF THE
SOLAR MODULE DEAD LOAD(PSF) 2.18 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16(CBC) RESPECTIVE EQUIPMENT,WITHOUT THE
TOTAL PV ARRAY DEAD LOAD(PSF) 2.98 SLOPED ROOF SNOW LOAD(PSF) EON.7.4-1 WRITTEN PERMISSION OF ION DEVELOPER
LLC
=PS=(CS)(0.7)(CE)(CT)(IS)(PG) TOTAL ROOF DEAD LOAD(PSF) 6-7 6.7
PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE)= 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF(PSF) 7.9 7.7
STRUCTURE TYPE-ROOF SHAPE INHABITED-GABLE/FLAT ROOF THERMAL FACTOR OCT)= 1.0 TABLE 7.3-2 QCEP
MIN.ROOF SLOPE(DEG.) 29 IMPORTANCE FACTOR(18)= 1.0 TABLE 1.5-2 PV ARRAY ADJ.TO ROOF SLOPE(PSF) 3,5 3.4
MEAN ROOF HEIGHT(FT.) 23 SLOPE FACTOR(CS)= 1.0 FIG.7.4-I ROOF LIVE LOAD<ROOF SNOW LOAD(PSF) 25.0 25.0 CERTIFIED
PORTRAIT ATT.SPACING(IN.O.C.) 48 PS(PSF)= 25 TOTAL LOAD(PSF) 36.3 36.2 PV INSTALLATION
LANDSCAPE ATT.SPACING(IN.O.C.) 48 PROFESSIONAL
#OF ATTACHMENT POINTS 87 RAFTER/TOP CHORD MEMBER PROPERITES OF#2-2%4 OF#2-2x4
MAX.POINT LOAD(LBS/ATT.) 9.7 SECTION MODULUS(S)(IN-3) 3.06 3.06 S•t!;_-;7.SCOTT A.GURNEY
MAX.TOTAL PV DEAD LOAD TO RAFTER(LBS) 19.4 MOMENT OF INERTIA(1)(IN'L) 5.36 5.36 #PV-OIIn19-OI5866
TOTAL LOAD ON MEMBER(W)(PLF) 72.7 72,3 ION DEVELOPER,LLC
DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS 45CE 7-16(CBC) MAX.MEMBER SPAN(L)(FT) 6 6 L801 N UNIVERSITY AVE#900 PROVO.U'
84604
DESIGN WIND PRESSURE(PSF)=P=A.(GCP)(YE)(rn) EQN-29-L-7 MODULUS OF ELASTICITY(E)(PSI) 1600000 1600000 888.781-707L
VELOCITY PRESSURE(PSF)=off=0.00256(KF)(K7T)(KD)(KE)(V'2) EON.26.10-1 SHEAR(FV)(PSI) 100 180
TERRAIN EXPO.CONSTANT(A)= 7 TABLE 26.11-1 ARRAY EDGE FACTOR(YE)= I TABLE 26.13-1 AREA(A)UN"2) 5.25 5.25 DAVID STANLEY CONRAD
TERRAIN EXPO.CONSTANT(20(FT)= 1200 TABLE 26.11-1 GROUND ELEVATION FACTOR(KE)= 0.99 FIG.29.4-8 C-ELECTRICAL CONTRACTOR
VP EXPOSURE COEFF.(KI-)= 0.70 EON.026.10-1 EON.26-10-1 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (F6)(C0)(CFXCR) C1524
TOPOGRAPHIC FACTOR(NOT)= 1.0 EQN.26.8-1 ON(PSF)= 13.96 BENDING(FB)(PSI) 900 900
WIND DIRECTIONALITY FACTOR(KD)= 0.85 TABLE 26.6-1 LOAD DURATION FACTOR(CO 1.15 1.15
SIZE FACTOR(CF) 1.50 1.50
UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1-15 1.15
GABLE ROOF 27"<0 545" ZCNE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-21D ALLOWABLE BENDING STRESS(PSI) 1785.4 1785.4 O_
RAIL-PORTRAIT MODULE ORIENTATION 48 IN,0. 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)/(e(S)) 1281.8 IZ74.9 O
EXTERNAL PRESSURE COEFF.(GCP)_ -1.8 -2.0 -3.2 0.9 72% 71% N
U N
ASD PRESSURE(0.6P)(PSF)_ -12.06 -13.40 -21.44 16.75 W = �
TRIBUTARY AREA(SO.FT)= 11.6 11.6 8.7 MAX DEFLECTION CHECK-TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED Q O N U
MAX.UPLIFT(0.6Da0.6P)(LBS)_ -118.8 -134.3 -170.5 ALLOWABLE DEFLECTION L/180 L/180 J ^ Q
1
0.400 IN. 0.400 IN. J N J In E-
RAIL-LANDSCAPE MODULE ORIENTATION 48 IN CC 48 IN,O.C. 48 IN,O.C. 48 IN,O.C. ACTUAL MAX DEFLECTION (W)W'4/185(E)(U (W)OL)'4/185(E)(1) O N :D N
SOLAR PANEL PRESSURE E0.FACTOR(YA)= 0.80 0.80 0.80 0.80 0.103 IN. 0.102 IN. Z U D= 5- 3 C
EXTERNAL PRESSURE COEFF.(GCP)_ -1.8 -2.0 -3.2 0.9 26% 26% U N Z Q O n C
ASD PRESSURE(0.6P)(PSF)_ -12.06 -13.40 -21.44 16.75 MAX DEFLECTION CHECK-LIVE LOAD F- QZ WEE O O
TRIBUTARY AREA(SQ.FT)= 6.80 6 =
.80 5.10 ALLOWABLE DEFLECTION L/240 L/2LO F W GO Y
W m
MAX.UPLIFT(0.6D.0.6P)(LBS)_ -69.8 -79.0 -100.2 0.3 IN, 0.3 IN. p F � O Q = �C
ACTUAL MAX DEFLECTION (W)B-Y4/185(E)(1) (W)(L)'4/185(E)(1) U- O W
ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.089 IN. 0.088 IN. Z d N W' U) W 3 O
Y
CLICKFIT L-FOOT-5/I6"X 3-1/2"ZINC PLATED W J a •�
STEEL LAG SCREW MANUFACTURER MAX.UPLIFT CAPACITY=359.6 LBS 30% 29% N = v v
06
LAG SCREW WITHDRAWAL DESIGN VALUE(LBS)=W=1800(G'3/2)(D'3/L) 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 FN(A) FV(A) DRAWING BY
FASTENER QTY PER ATTACHMENT= I LOAD DURATION FACTOR(CD)= 1.6 TABLE 12.3.3A 9L5 LBS, 945 LBS. ENPHASE ENERGY
FASTENER EMBEDMENT DEPTH(IN.)= 2,5 PRYING COEFFICIENT= L4 ACTUAL MAX SHEAR (w)(U/2 (w)(L)/2
WITHDRAWAL DESIGN VALUE(W)(LBS/IN = 266.0 D PROFF 218 LBS, 217 LBS. DATE
LAG SCREW WITHDRAWL CAPACITY(LBS)= 760.0 �` SS 23% .. 23% 15-06-2022
MAX.ATT.WITHDRAWAL CAPACITY(LBS)= 359.6 > 170.5 MAX UPLIFT DEMAND(LBS) �V\� GIN 9��
9 950P PROJECT ID
0074JR
OREG N
SHEET NAME
4�qN 11 2G��y 06/15/2022 STRUCTURAL CALCS
4N �`
RO � $HEFT NUMBER7[7�7
EXPIRES:12/31/24 S-5
CONDUCTOR AND RACEWAY SCHEDULE
G
SIZE-# TYPE >EDY-TOP V civ 5' _ �' = uEZ
SIZE-x T - Tv SIZE-R TYPE DE�IGNAT V'
LO (D B AWG THHN/THWN,CU. BLACK(LI) -a Z
27.8 A AC(MAX) 3G (2) 8AWG THHN/THWN,CU. BLACK(LI) 14.5A AC(MAX) 2 (1) 8 AWG 2C NM-B W/G.CU. (L1,L2.EGC) 14.5 A AC(MAX) 1= ,(U 12 AWG 2C.TC-ER,CU. (LI.L2)0B 14.5A AC(MAX)
(U B AWG THHN/THWN,CU. RED(L2) 240V AC (2) 8 AWG THHN/THWN,CU. RED(L2) 240V AC FREE AIR 2L0V AC (U 6 AWG SOLID BARE CU. (EGD) 240V AC ION
(N 10 AWG THHN/THWN,CU. WHITE(N) (U 8 AWG THHN/THWN.CU. GREEN(EGC) (U 3/4 IN. EMT OR FREE AIR (RACEWAY)
(U 10 AWG THHN/THWN,CU. GREEN(EGC) (U 3/L IN. EMT (RACEWAY)
IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR
CONFIDENTIAL-THE INFORMATION
HEREIN CONTAINED SHALL NOT BE USED
FOR THE BENEFIT OF ANYONE EXCEPT 10
DEVELOPER.LLC NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART TO
ELECTRICAL LINE DIAGRAM DISCOTHERS OUTSIDE RECIPIENTS
(23)SILFAB SOLAR SIL-380 HC 20211101 PV MODULE(S) ORGAN I ZATION,EXCEPT IN CONNECTION
UL 1703 LISTED WITH THE SALE AND USE OF THE
RESPECTIVE EQUIPMENT.WITHOUT THE
(23)ENPHASE 107PLUS-]2-2-US MICROINVERTER(S)[240VI WRITTEN PERMISSION OF ION DEVELOPER
JUNCTION BOX LLC.
(E)200A MAIN SERVICE PANEL LOAD-SIDE SOURCE CONNECTION (OPTIONAL-FOR UL 17LI LISTED
(E)UTILITY ENPHASE 10 COMBINER 3
METER (E)200A/2P MAIN DISCONNECT BUSBAR PLUG-IN TYPE BREAKER (PV CIRCUITS ONLY) CONDUCTOR SPLICE) JUNCTION BOX
(NEC 705.12)
(E)200A/ZP SECONDARY POWER BCE P
(N)20A/2P c1) N A
- -
SOURCE(PV ICED)TO �� - - CIRCUIT = - CERTIFIED
(E)LOADS BE LOCATED AT N OF 12 N
OPPOSITE END OF INTEGRAT D MODULES PV INSTALLATION PROFESSIONAL
BU BAR FROM PRIMARY 2P OCPD F R
SOURCE(MAIN OCPD) 10 ENVOY
E (E)LOADS (NEC 705.12) GATEWAY,
�j� SCOTT GURNEY
�- SA MAX I IV 011771A-Q15861
JUNCTION BO% ION DEVELOPER,LLC
120/240 VAC
L801 N UNIVERSITY AVE#900 PROVO.U'
60HZ (N)354/2P (N)20A/2P -
94604
SINGLE PHASE - CIRCUIT
_ - 688.I81.70]L
UTILITY
OF II
SERVICE - N
MODULES DAVID STANLEY CONRAD
C-ELECTRICAL CONTRACTOR
C 152,
10
3 2 I
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(E)GROUNDING CD
ELECTS OF
SYSTEM W = Ol
Ol
z N U
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ELECTRICAL LINE DIAGRAM NOTES < < 3 'S N y
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CC m < u
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W J N < J
F = CD
DO EL =
DRAWING BY
ENPHASE ENERGY
DATE
15-06-2022
PROJECT ID
0074JR
SHEET NAME
ELEC. LINE DIAG.
SHEET NUMBER REVISON
E-6 0
PV SYSTEM ELECTRICAL SPECIFICATIONS AND CALCULATIONS
DESIGN LOCATION AND TEMPERATURES RACEWAY/CONDUCTOR CALCULATIONS
ION
TEMPERATURE DATA SOURCE ASHRAE MICROINV.TO JUNCTION BOX(q
STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT= 14.5 A AC
JURISDICTION CITY OF TIGARD MAX CURRENT X125%= 18.0 A AC
WEATHER STATION PORTLAND HILLSBORO PER NEC 690.8(8)(I)(W/OUT CORRECTION FACTORS)
ASHRAE EXTREME LOW TEMP('C) -8 CONDUCTOR SIZE/INSULATION/TYPE= 12 AWG 2C,TC-ER,CU. RO -THE INFORMATION
HEREEININ CONNTTAAI E NED SHELL NOT BE USED
ASHRAE 0.4%HIGH TEMP CC) 37 CONDUCTOR AMP.RATING @ 90'C= 30 A FOR THE BENEFIT OF ANYONE EXCEPT IO
DESIGNED MAX.SYSTEM VDROP/VRISE 2.00% AMB.TEMP.AMP.CORRECTION= NOT APPLIED DEVELOPER.LLC NO R SHALL IT BE
DISCLOSED IN WHOLE OR IN PERT TO
ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 18.0 F OTHERS OUTSIDE RECIPIENTS
ORGANIZATION,EXCEPT IN CONNECTION
PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-380 HC 20211101 RACEWAY SIZE/TYPE= 3/L IN. EMT OR FREE AIR WITH THE SALE AND USE OF THE
RATED POWER(PMAX)(W) 380 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.142 IN.2 RESPECTIVE EQUIPMENT,WITHOUT THE
WRITTEN PERMISSION OF ION DEVELOPER
MAXIMUM POWER VOLTAGE(VMP) 35.32 CROSS-SECTIONAL AREA OF RACEWAY(I1\."2)= 0.533 IN.2 LLC.
MAXIMUM POWER CURRENT(IMP) 10.77 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 53% > 27%
OPEN CIRCUIT VOLTAGE(VOC) L2.17
SHORT CIRCUIT CURRENT(ISC) 11.36 JUNCTION BOX TO JUNCTION BOX(2) N48CEP
PMP/VMP TEMP.COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT= 14.5 A AC CERTIFIED
VOC TEMP.COEFFICIENT -0.28 MAX CURRENT X125%= 18 A AC
SERIES FUSE RATING 20 PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) PV INSTALLATION
ADJ.MODULE VOC @ ASHRAE LOW TEMP 46.1 CONDUCTOR SIZE/INSULATION/TYPE= 8 AWG 2C,PI W/G,CU. PROFESSIONAL
ADJ.MODULE VMP @ ASHRAE 2%AVG.HIGH TEMP 29.7 CONDUCTOR AMP.RATING @60'C= 40 A S•t�.SCOTT A.GURNEY
#OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED - / #PV-0117719-015866
INVERTER SPECIFICATIONS ENPHASE 107PLUS-72-2-US AMB.TEMP.AMP.CORRECTION= NOT APPLIED ION DEVELOPER,LLC
4801 N UNIVERSITY AVE#900 PROVO.U'
TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE(A)= 40 > 18.0 _ 84604
MAX.OR RECOMMENDED MODULE POWER(W) 440 RACEWAY SIZE/TYPE= FREE AIR 888,781.7074
MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE(VOC) 60
MINIMUM START VOLTAGE(V) 2p DAVID STANLEY CONRAD
C-ELECTRICAL CONTRACTOR
MAXIMUM START VOLTAGE(V) 60 01524
MAXIMUM INPUT CURRENT(ISG(A) 15
CEC PEAK OUTPUT POWER(W) 290 JUNCTION BOX TO COMBINER BOX(3)
MAX.CONTINUOUS OUTPUT CURRENT(A) 1.21 MAX INVERTER OUTPUT CIRCUIT CURRENT= IL.5 A AC
NOMINAL(L-L)OUTPUT VOLTAGE 260
CEC WEIGHTED EFFICIENCY(%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) o
CONDUCTOR SIZE/INSULATION/TYPE= 8 AWG THHN/THWN.CU. N
SYSTEM ELECTRICAL SPECIFICATIONS CIE I CIR 2 CONDUCTOR AMP.RATING @60'C= 50 A N
NUMBER OF MODULES PER CIRCUIT 12 11 #OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 V UO
DC POWER RATING PER CIRCUIT(STG(W DC) 4560 4180 AMB.TEMP.AMP.CORRECTION= 0.88 UU
Q
p N
TOTAL MODULE QUANTITY 23 PV MODULES ADJUSTED AMPACITY COMPLIANCE(A)= 35.2 > 14.5 < N Q
STC DC POWER RATING OF ARRAY 874OW DC RACEWAY SIZE/TYPE= 3/41N. EMIT LU
INVERTER OUTPUT CIRCUIT CURRENT(A AC) 14.52 13.31 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN.'2)= 0.1831N."2 -J cn N
125%INVERTER OUTPUT CIRCUIT CURRENT(A AC) 18.15 16.64 CROSS-SECTIONAL AREA OF RACEWAYON.-2)= 0.533 IN."2K v rn J
Z Y u
CIRCUIT OCPD RATING(A) 20 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE U= 40% > 34% ,:]. N ZJ d C
COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 27.83A AC Q w o - _
PV POWER PRODUCTION SYSTEM OCPD RATING(X125%) 35A COMBINER BOX TO MAIN PV DICED(10) Lu = LU m Q u
6670W AC o � o = o
MAX.ARRAY STC-AC POWER(W) (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT= 27.8 A AC Z_ K 0 Z 7 r
7795W AC LUJ N Q Y
MAX.ARRAY CEC-AC POWER(W) (CEC) MAX CURRENT X125%= 35.0 A AC t 2 N N
PER NEC 690.8(8)(1)(W/OUT CORRECTION FACTORS) N I
c-
AC VOLTAGE RISE CALCULATIONS DIST(FT) POND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE/INSULATION/TYPE= 8 AWG THHN/THWN,CU. DRAWING BY
VRISE SEC. I(MICRO TO JBOX)• 28.8 12 Cu. 1.7 241.7 0.70% CONDUCTOR AMP.RATING @75'C= 50 A ENPHASE ENERGY
VRISE SEC.2(JBOX TO COMBINER BOX) 80 8 Cu. L8 241.8 0.76% #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED
VRISE SEC.3(COMBINER BOX TO P01) 10 8 C, O.L 240.4 0.18% AMB.TEMP.AMP.CORRECTION= NOT APPLIED DATE
IS-06-2022
TOTAL VRISE 3.9 243.9 1.63% OY ADJUSTED AMPACITY COMPLIANCE(A)= 50.0 > 35.0
" 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE PROJECT 1D
TO COMPLY WITH VRISE CALCULATIONS. RACEWAY SIZE/TYPE= 3/4 IN. EMT 0074JR
CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLE(S)(IN."2)= 0.146 IN.^2
CROSS-SECTIONAL HEET NAME AREA OF RACEWAY(IN.'2)= 0.5331N."2 ELECTRICAL CALCS.
%ALLOWABLE RACEWAY FILL(NEC CHAPTER 9.TABLE 1)= 40% > 27% ?JK
SHEET NUMBER REVISCN
E-7 0
IDENTIFICATION OF POWER SOURCES
A PERMANENT LOCATE OR DIRECTORY TO BE INSTALLED EACH SERVICE EQUIPMENT LOCATION ION
DENOTING THE LOCATION OF EACH POWER SOURCE DISCONNECTING MEANS AND SHALL INDICATE
THE LOCATION OF RAPID SHUTDOWN INITIATION DEVICES. FOR THE BUILDING OR STRUCTURE AND
BE GROUPED WITH OTHER PLAQUES OR DIRECTORIES FOR OTHER ON-SITE SOURCES. ALL
• MARKING TO COMPLY WITH 110.21(B).(NEC 705.10) 1
CONFIDENTIAL-THE INFORMATION
HEREIN CONTAINED SHALL NOT BE USED
FOR THE BENEFIT OF ANYONE EXCEPT 10
DEVELOPER,LLC NOR PH LL IT BE
DISCLOSED IN WHOLE OR IN PART TO
OTHERS OUTSIDE RECIPIENTS
ORGGNIZATION,EXCEPT IN CONNECTION
WITH THE SALE AND USE OF THE
P I RESPECTIVE EQUIPMENT,WITHOUT THE
CAUTION : U T I I L E WRITTEN PERMISSION OF ION DEVELOPER
LLCN
SOURCES OF POWER . NABCEP
POWER TO THIS BUILDING IS SUPPLIED FROM THE
CERTIFIED
FOLLOWING SOURCES WITH DISCONNECTS LOCATED Pv INSTALLATION
AS SHOWN: P/ROFEISSIONAL
SCOTT A.GURNEY
/ #py-n Ii>)19-015866
ION DEVELOPER,LLC
0 0 0 0 0
L801 N UNIVERSITY AVE 4900 PROVO,U,.
W 9LbOL
z 888.1811071
8 0 0 0 ❑ Q
8 6 m w J DAVID STANLEY CONRAD
0 0 ❑ :2E w CELECTRICAL CONTRACTOR
xp9 9 B B B O O C1524
❑ (W = U
ON
ELL!
❑ ❑ E-- _o
❑ 0 F N
e 0 oN
V)
A A W =
N Z N U
PV ARRAY ❑ ❑ ❑ U-) w J "D
— J N J N ~C
CD ON N N
J
z u ON
L
M7 O CD w O Q a u
0
MAIN DISTRIBUTION w = w DO v' O S
UTILITY DISCONNECT o o a i
d
RAPID SHUTDOWN AC Z o 00 W r
DISCONNECT SWITCH Lu - N a
DRAWING BY
ENPHASE ENERGY
DATE
15-06-2022
PROJECT ID
0074JR
SHEET NAME
ELEC. DIRECTORY
li SHEET NUMBER REVISON
E-10 0