Loading...
Plans LIABILITY The City of Tigard and its Approved plans employees shall not be responsible for discrepancies shall be on job site. which may appear herein. AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS ION GOVERNING CODES I. ALL WORK SHALL COMPLY WITH: 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2021 OREGON RESIDENTIAL SPECIALTY CODE(OPEC) 2018 INTERNATIONAL FIRE CODE DEC) 2021 OREGON PLUMBING SPECIALTY CODE 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 ION e. SITE CLASSIFICATION NOTES,OSHA REGULATION DEVELOPER.LLC NOR SHALL IT BE .Y OCCUPANCY CLASS: SFR DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS c i CONSTRUCTION CLASS: V-B ORGANIZA ASOU SIDE E CONNECTION ` f ZONING TYPE. RESIDENTIAL 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 5 3 IOTEM 3,2 2TER IN ANY DIRECTION WHERE LOCATED WITHIN 3'OF A ROOF EDGE,HIP,CAVE.OR RIDGE OSSC NABCEP ELECTRICAL CRITERIA,NOTES /� CERTIFIED TEMPERATURE SOURCE: ASHRAE f `T� T `!�['1 //�■ WEATHER STATION: PORTLAND HILLSBORO fV•l•'] t Yy�i �1 copy PV INSTALLATION EXTREME MIN.TEMPERATURE: -8 v jf \l i ASHRAE o.asc HIGH TEMP: 37 PROFESSIONAL rj. A.GURNEY #PVTT 1,19-015 8 6 6 I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. SCOTT DEV R. ION UNIVERSITY AVE*900C 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)1N 4801 N UNIVERSITY AVE#900 PROVO.Ut ACCORDANCE WITH NEC IIO.IL(D)ON 4LL ELECTRICAL. 81601 3, PV MODULE CERTIFICATIONS WILL INCLUDE UL1703EC616L6.IEC61730. 886 781 7074 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REOUIREMENTG AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. DAVID STANLEY CONRAD AL 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL C-ELECTRICCONTRACTOR f BE PROVIDED AS PER SECTION[NEC 110.263. CI521 STRUCTURAL CRITERIA,NOTES DESIGN LOAD STANDARD: ASCE 7-16 WIND EXPOSURE CATEGORY.-B - WIND SPEED(3-SEC GUST):96 MPh N= Q - GROUND SNOW LOAD: 25 PSE EC DESIGN ROOF SNOW LOAD:'25 EST ^T!'�'1` r I''�1 �\ I N r SEISMIC DESIGN CATEGORY. p a ■ 1 `� Or 1�i D- _ W O . a SEISMIC RISK FACTCE 11 CITY 1 Y S. 1 i W� N REVIEWED FOR 011L COMPLIA C�w o / < J M N U Approved: [...VVV//////� a a Na • o a Z N 1 O` LC d N a OTC. [ ] <1 a r UJ u w Permit#: S� �Z y W N a = o a LL = V m Z = o p J Z n Cr N W O a Y SCOPE OF WORKSHEET LIST rJt11iC #: INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET DRAWING BYB lT. AFT Date `� EN PHASE ENERGY V-2 SITE PLAN(AD. LIB) +� 7.6 KW DC&5.8 KW AC PHOTOVOLTAIC SOLAR ARRAY 3-3 ROOF S-4 STRUCTURAL DETAILS - C' �,•c.�yE" Rof-e, DATE &NOTES r— V�5 ��G)N fF /py 07-07-2022 S-5 STRUCTURAL CALCULATIONS PV MODULES: (20)SILFAB SOLAR SIL-380 HC 20211101 b � � � w 'p y INVERTER(S): (20)ENPHASE 107PLUS-72-2-US E-6 ELECTRICAL DETAILS(LINE DIAGRAM) 9 950P PRaecT 1D E-7 ELECTRICAL CALCULATIONS&NOTES O F-* 007ABT ROOF TYPE: COMPOSITION SHINGLE-2 LAYER(S) E-8 ELECTRICAL LOAD CALCULATIONS(AD. LIB) G) 'r1 r OREGON E-9 ELECTRICAL LABELS&LOCATIONS SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN I ) "` g qN 11''I 0ti y COVER SHEET i �/ �A ELECTRICAL DIRECTORY PLACARD(AD. LIB �- O Y�L1Dt 1 i OF ErIYIIT f^� q�qN❑&1 07/11/2022 V/ R SHEET NUMBER REVISON THE ISSUANCE OF PERMIT + EXPIRES:12/31/24 G_I o BASEE)ON CONS DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.ORSC 105.4 ION CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ICN DEVELOPER.LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZAT ION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE 3'-2" RESPECTIVE EQUIPMENT.WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER. LLC. (N) (N) (3) NABCEP (E) CERTIFIED 0 Gov MAIN PV INSTALLATION PROFESSIONAL O S•�� OTT TAT19 OR15EY 866 ION DEVELOPER,LLC 4BOI N UNIVERSITY AVE 9900 PROVO.UT e 8460E ❑ eee.T81.r0]4 DAVID STANLEY CONRAD C-ELECTRICAL CONTRACTOR C52L ❑ ❑ ❑ O (N) ❑ O ❑ ❑ ❑ O � N W O WN J CC N C Q H _ C N N W OQn 7 n U W N J W E- n n U U ZN 0- d U1 Q Z Q3 w U O — L U Q UW U N W ep `- � o _ ir DO w c 1 L- z) _ l z r- 0 6 J Z �N -- N , oD w 3.o V N U m F n DRAWING BY ENPHASE ENERGY FRONT OF HOME RED PROr" oarE 8175 SOUTHWEST PFAFFLE STREET �V�S *GINEE.9/py 07-07-2022 9 950P v� PROJECT ID 0 GREG N 07ABT ✓qN 11.ZO�� SHEET NAME SCALE: 1/8" - 1'-01, Q�41V y 07/11/2022 N SITE PLAN SHEET NUMBER DEVISON EXPIRES:12/31/24 V-2 0 SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE ION 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 3111.3.5.3 ITEM 3.2 CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO P OVERHEAD SERVICE LINE OTHERS OUTSIDE REPIENTS ORGANIZATION,EXCEPT IN CONNECTION CHIMNEY WITH THE SALE AND USE DF THE RESPECTIVE EDO!RMENT.WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER. LLC. cN) (N) (3) NABCEP M(E) I CERTIFIED PV INSTALLATION o PROFESSIONAL S. SCOTT A.7'19 E EY -66 e ❑ ION DEVELOPER,LLC "01 N UNIVERSITYAVE*9 PROVO.UT B460L ❑ o (N) ❑ O -�" 988 46' (N) r ♦r r r. Ll s r r r r r r r r r r r r DAVID STANLEY CONRAD I C-ELECTRICAL CONTRACTOR CI524 El I I N � O GO N W O RSI a LET Al x LucD cD N 7/ < a N a Q ^ N Z VUL V Z N a- d DO ai Z aDO a 3 w O FRONT OF HOME ��Q PROf�r < 0 3 LET w O 8175 SOUTHWEST PFAFFLE STREET �S���G I N r Ss�O O w ~ GO Q < f9 y9 CE z GO O z o 9 950P r w Q � Q NEI r GREG N DO " °' ~ DRAWING By 4✓qN 111 20��y ENPHASE ENERGY SCALE: 3/32" = 1'-0" �qN ROwY� 07/11/2022 DATE EXPIRES:12/31/24 07-07-2022 SYSTEM LEGEND N-1 (N)PV COMBINER PANEL (-N (N)JUNCTION BOX O ROOF SECTION RocF Pv MoouLE PROJECT ID C % S/ SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF CRITERIA AND 007A6T (E) (E)UTILITY METER/ (N) (N) (M AC DISCONNECT RSI 20 181 20 95% N MAIN SERVICE PANEL ED (N)PV LOAD CENTER ACD Fine SETBACK SPECIFICATIONS (VISIBLE-OPEN LQCk ABLE LABELED DISCONNECT) SHEET NAME ( (E)MAIN SERVICE PANEL M) (N)PV PRODUCTION D N NN PVY METER AD (N)MICROINVERTER ROOF PLAN (N)PV MODULE 3 6 (E)SUBPANEL (N) (N)DC-DC/STRING (N) INVERTER DCD (M DC DISCONNECT SHEET NUMBER rSON S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV MODULE ION PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL RACKING_ ECOFASTEN CLICKFIT RAIL-I.--MODULE ORIENTATION RACKING TYPE. RAIL X-SPACING P­ 401N-O.C.MAX. PORTRAIT STANDOFF. CLICKFIT L-FOOT X-CANTILEAVER P-X2 161N.MAX ORIENTATION STANDOFF TYPE L-FOOT 8 FLASHING Y-SPACING P-YI 37,4 IN.MIN.-45.3 IN,MAX. 5n6"X 3-vz'ZINC PLATED PV ARRAY DETAIL,FRONT VIEW P-X2 P-XI FASTENER: STEEL LPG SCREW V-CANTILEAVER P-Y2 12.1 IN.MIN.-It IN.MAX. CONFIDENTIAL-THE INFORMATION LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED STRUCTURAL RAIL-LANDSCAPE-MOOULE ORlENTdT10N ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER LLC NO SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L XI 48 IN.0.MAX. DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: 172'PLYWOOD X-CANTILEAVER L-X2 �6 IN.MAX. L-X2 L-Xt OTHERS OUTSIDE RECIPIENTS STRUCTURE TYPE. CONVENTIONAL FRAMING Y-SPACING L-Y1 2LI IN.MIN--25.1 IN MAX. ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE SE OF THE RAFTER SIZE: 2-2x6 Y-CANTILEAVER L-Y2 791N MIN.-9.8 IN.MAX RESPECT VE EGUI MENDTUWITHOUT THE RAFTER SPACING. 24 PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, ORIENTATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA(S0.FT.) 2910 P-Y2 NABS EP TOTAL PV MODULE AREA(SO.FT.) 39L %PV MODULE ROOF COVERAGE IL% L-Y2 LANDSCAPE CERTIFIED oRIENTAoN PV INSTALLATION ( P-Yl PROFESSIONAL �4D PROFE' S. SCOTT A.GURNEY \y��c GINE SS/O �J#Pv-a11n19-o15e66 PV ARRAY DETAIL,SIDE VIEW ION DEVELOPER.LLC SCALE:3/$"=I'-Q" 4801 N UNIVERSITY AVE#90000 PROVO.UT S 9 950P ° A BL604 880.761-7074 GREG N DAVID STANLEY CONDAD L-Y RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR 20�(Ly 07�11�2022 To DISTRIBUTE LLOADSUBSEQUENT ACROSS AOLL FRAMINGATTACHMENTS MEMBERS UNDER PV RAFTER OVER CI621 PV ARRA qN ROWS EXPIRES:12/31/24 STRUCTURAL UPGRADE REQUIRED-FULL RAFTER SISTER O F- o W N PV MODULE 1- INSTALL(N)FULL SISTER FULL LENGTH LUMBER OR Q -- i j OVERLAPPED W/SPLICE TO(E)RAFTERS TO OCCUR ONLY UNDER Go o N PV ARRAY. o w N C GO CLICKFIT RAIL 2, SECURE WITH(N)SIMPSON SDW22500 STRUCTURAL SCREWS a in v OR 16D SINKERS SPACED STAGGERED 16"APART. z N o- ° EC B_ GO Q O Z Q w 3. SECURE EACH END WITH 3 SCREWS OR NAILS GRCUPED WITHIN Gw O O r 6" CLICKFIT L-FOOT 6"OF EACH END. - 0 3 w N w 8 c _ Er m N �3 O w 0 U = 0 Po Z F 0 0 J Z n (E)COMP SHINGLE OM W 3 O ROOF MEMBRANE � o o \ n v m E- COMP SHINGLE FLASHING 4'-0"MIN. IF DRAWING BY NSTALLED W/ ENPHASE ENERGY 212"MIN. (E)RAFTER OVERLAPPED SPLICE DATE DEPTH 5/16"ZINC PLATED STEEL (E)CEILING JOIST 07-07-2022 LAG SCREW WITH 2-1/2" MIN. EMBEDMENT IN TO (E)ROOF RAFTER (E)LBW PROJECT ID STRUCTURAL UPGRADE FULL RAFTER SISTER 007ABT A1 STANDOFF DETAIL 1 SCALE: N.T.S SHEET NAME SCALE: 3" = I'-0" STRUCTURAL DETAILS SHEET NUMBER REV I SON 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 AILFAB SOLAR SIL-380 HC 20211101 DEAD LOAD(PSF) SOLAR MODULE WEIGHT(LBS) 43 JURISDICTION RSI CITY OF TIGARD ROOF MEMBRANE COMPOSITION SOLAR MODULE LENGTH(IN.) 69 4 STATE OREGON SHINGLE 4.0 SOLAR MODULE WIDTH ON 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING I/2'PLYWOOD 1.7 SOLAR MODULE AREA(SO.FT) 19.7 OCCUPANCY/RISK CATEGORY 11 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH(3-SEC GUSTO 96 CONFIDENTIAL-THE INFORMATION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B CONVENTIONAL HEREIN CONTAINED SHALL NOT BE USED T V ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(PG) 25 FRAMING W/ FOR THE BENEFIT OF ANYONE EXCEPIONSTRUCTURAL DEVELOPER LLC NOR SHALL E IT B 5/16'X 3-I/2"ZINC PLATED STEEL LAG FRAMING UPGRADE- RAFTER 1.6 DISCLOSED IN WHOLE OR 1N PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION(FT) 153 2-2X6 @ 24 IN.O.C. OTHERS OUTSIDE RECIPIENTS RACKING DEAD LOAD(PSF) 0.8 -DF#2 @I4 FT. ORGANIZATION,EXCEPT IN CONNECTION SOLAR MODULE DEAD LOAD(PSF) 2.18 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16(C8C) MAX SPANWITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT.WITHOUT THE TOTAL PV ARRAY DEAD LOAD(PSF) 2.98 SLOPED ROOF SNOW LOAD(PSF) EGN.7.4-1 WRITTEN PERMISSION OF ION DEVELOPER, PS=(C$)(0.7)(CE)(CT)US)(PS) TOTAL ROOF DEAD LOAD(PSF) 7 3 LLC- PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE)= I.0 TABLE 7.3-I ADJUSTED TO SLOPED ROOF(PSF) 7 7 STRUCTURE TYPE-ROOF SHAPE INHABITED-GABLE/FLAT ROOF THERMAL FACTOR(CT)= 1.0 TABLE 7.3-2 MIN.ROOF SLOPE(DEG.) 20 IMPORTANCE FACTOR(IS)= 1.0 TABLE 1.5-2 PV ARRAY ADJ.TO ROOF SLOPE(PSF) 3 2 NAB(,E P MEAN ROOF HEIGHT(FT.) 11 SLOPE FACTOR(CS)= 1.0 FIG.7.4-1 ROOF LIVE LOAD<ROOF SNOW LOAD(PSF) 25.0 CERTIFIED PORTRAIT ATT.SPACING(IN.O.C.) 48 PS(PSF)= 25 TOTAL LOAD(PSF) 35.9 LANDSCAPE ATT.SPACING(IN.O.C.) 48 PV INSTALLATION #OF ATTACHMENT POINTS 40 RAFTER/TDP CHORD MEMBER PROPERITES DF#2-2-2X6 PROFESSIONAL MAX MAX.POINT LOAD(LBS/ATT 18.3 SECTION MODULUS(S)ON'3) 15.13 S• SCOTT A.GURNEY -TOTAL PV DEAD LOAD TOO RAFTER(LBS) 36.6 MOMENT OF INERTIA(1)(IN'4) 41.59 ��#PV-0117719-0-66 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS TOTAL LOAD GN MEMBER(W)(PLF) 71 7 ION DEVELOPER,LLCASCE 7-16(C8C) MAX.MEMBER SPAN(L)(FT) 14 4801 N UNIVERSITY AVE 1900 PROV'0.UT DESIGN WIND PRESSURE(PSF)=P-AN(GCl)(Yl)(-) EON.29.4-7 MODULUS OF ELASTICITY(E)(PSI) 1600000 88894604 . VELOCITY PRESSURE(PSF)=aH=0.00256(Kn)(KZT)(KD)(KE)(V'2) EON.26-10-1 SHEAR LEO(PSI) 781.7074I80 TERRAIN EXPO.CONSTANT(A)= 7 TABLE 26.11-1 ARRAY EDGE FACTOR(YE= I TABLE 26.13-I AREA(A)([N"2) 16.5 DAVID STANLEY CONRAO TERRAIN EXPO-CONSTANT(ZS)OFT)= 1200 TABLE 26.11-1 GROUND ELEVATION FACTOR(KE)= 0.99 FIG-29 L-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE CGEFF-(KH)= 0.70 EON.C26.10-1 EON-26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) C162L TOPOGRAPHIC FACTOR(KIT)= 1.0 EON.26.8-1 OH(PSF)= 13-96 BENDING(FB)(PSI) 900 WIND DIRECTIONALITY FACTOR(KD)- 0-85 TABLE 26-6-I LOAD DURATION FACTOR(CD) LIS SIZE FACTOR(CF) 1.30 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 15 GABLE ROOF 7°<0 520" ZONE I ZONE 2R 1. ZONE 2E ALL ZONES FIGURE 30 3 2B ALLOWABLE BENDING STRESS(PSI) ISL15 N AIL-PORTRAIT MODULE ORIENTATION Le IN.O.L. 48 IN.O.C. 481N.O.C. 48 IN.O.C. o _ SOLAR PANEL PRESSURE EQ.FACTOR(YA) 0.80 0.80 0.80 0K .80 ACTUAL BENDING STRESS(PSI)_(wL'2)/(8(S)) 1394.4 O E- CO W -20 -30 o AL PRESSURE CGEFF.(GCP)_ . . -3.6 0.] 90% Y W N ASD PRESSURE(0.6P)(PSF)_ -13.40 -20-t0 -24.12 13.03 CC U, TRIBUTARY AREA(S0.FT)= 11.6 11.6 8.] MAX DEFLECTION CHECK-TOTAL LOAD UNIFORM DISTRIBUTED SO 0:rN MAX.UPLIFT(0.6Dt0.6P)(LBS)_ -134.3 -211.8 -193.7 ALLOWABLE DEFLECTION L/180 p � M Q ^ U 0.933 IN. Q W N J Q RAIL-LANDSCAPE MODULE ORIENTATION 48 IN O.C. 48 IN.0,C. 481N.O.C. 48 IN D-C. ACTUAL MAX DEFLECTION (W)(L)'4/DS(E)(1) Of TIQ N j V U SOLAR PANEL PRESSURE E0.FACTOR(YA)= 0.80 0.80 0.80 0.80 0.357 IN. Z N 0- Q' IS d H-Q EXTERNAL PRESSURE CGEFF.(GCP)= -2.0 -3.0 -3.6 0.7 LI% O � CL Z Q d ED W ASD PRESSURE A(SQ.SF)IT)_ -13.L0 -20.10 -2L.12 13.03 MAX DEFLECTION CHECK-LIVE LOAD - Q W O p - Y U TRIBUTARY AREA(SG.FT)= 6.80 6.80 5.10 ALLOWABLE DEFLECTION L/240 F BJ So N -3 MAX.UPLIFT(0.6D♦0.6P)(LBS)_ -79.0 -124.5 -113.9 D.7 IN. F OO SO = _ ROOF ATTACHMENT FASTENER CHECK ACTUAL MAX DEFLECTION (W)(L)'4/185(E(1) AL F - � GO^ CLICSTEK.I7 L F00T 5/Ib X 3 I/2 ZINC PLATED TED NDS 12 2 0.333 IN. Z = Z W N W p Y EL LAG SCREW MANUFACTURER MAX.UPLIFT C4FACITY=359.6 LBS 48% 1 CD o s H W ^ Q LAG SCREW WITHDRAWAL DESIGN VALUE(LBS)=W=1800(6-3/2)(D-3/4) N U co � v IL.2 MAX SHEAR CHECK ROOF ATTACHMENT FASTENER(D)= 5/I6 IN LAG SCREW LUMBER SPECIFIC GRAVITY(G)= 0.5 TABLE 2.3.2 ALLOWABLE SHEAR FV(A) DRAWING BY FASTENER QTY PER ATTACHMENT= LOAD DURATION FACTOR(CD)= 1,6 TABLE 12.3.3A 2970 LBS. ENPHASE ENERGY FASTENER EMBEDMENT DEPTH(IN.)= 2.5 PRYING COEFFICIENT- I.L ACTUAL MAX SHEAR (w)(0/2 WITHDRAWAL DESIGN VALUE(W)(LBS/1N)- 266.0 (( Ep PROF2� LAG SCREW WITHDRAWL CAPACITY(LBS)= 760.0 '``� FSs 502 LBS. DATE MAX.ATT.WITHDRAWAL CAPACITY(LBS)= 359.6 > 211.8 MAX UPLIFT DEMAND(LBS) 4�\� IV�G I Nr" /�� 17% 07_07-2022 1p 9 950P r PROJECT 1D OREG N 007ABT ✓q�1 ",nQ1�' SHEET NAME 9< L Ey 07/11/2022 STRUCTURAL CALCS 4N ROWS SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE A' Tv S ZE-% TYF_ DESI4NAi UR 1 p Ui" 51=-a TwE DCi 4NAT:%R Y TA4 OTY ilf-% TYPE )ESI4N>UP UTY STF-k ivPE TE51GNp'uR / A4 ION 10 (I) 8 AWG THEN/THWN.CU. BLACtt(LU 24.2A AC(MAX) T34 (2) 10 AWG THEN r THWN.CU. BLACK(LI) 15.7 A AC(MAX) 2 (1) 10 AWG 2C,NM-B W/G.CU. (LL L2,EGC) 15.7 A AC(MAX) (U 12 AWG 2C,TC-ER-CU. (LI,L2) IS.7A AC(MAX) (1) 8 AWG THHN/THWN,CU. RED(L2) 2401 AC (2) 10 AWG THEN i THWN,CU. RED(L2) 240 V AC FREE AIR 240 V AC (1) 6 AWG SOLID BARE CU. (EGC 2101 AS (1) ID AWG THHN/THWN.CU. WHITE(N) (1) 10 AWG THHN/THWN,CU. GREEN(EGC (1) 3/4 IN. EMT OR FREE AIR (RACEWAY) (I) 10 AWG THHN/THWN,CU. GREEN(EGC (I) 3/1 IN. EMT (RACEWAY) (I) 3/4 IN EMT (RACE WAV) EXTERIOR EXTERIOR INTERIOR EXTERIOR (I) 6 All THHN/THWN,CU. BLACK(LI) 24.2A AC(MAX) (I) b AWG THHN/THWN.CU. RED(L2) 2401 AC (1) 6 AWG THHN/THWN.CU. WHITE(N) (IT6 PWG THHN/THWN.CU. GREEN(11 CONFIDENTIAL-THE INFORMATION (U 3/4 IN. EMT (RACEWAY) EXTERIOR HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION ELECTRICAL LINE DIAGRAM ¢m SILFAB SOLAR SIL 10 HC 2021110 PV PARILE(S) DISCLOSED�iN WHOLE OR INPARTB70 UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS (E)200A MAIN SERVICE PANEL ORGANIZATION.EXCEPT IN CONNECTION NO MAIN BREAKER-FEWER M)JUNCTION BOX (20)ENPHASE D LUS-72-2-US MICROINVERTER(5)[2LOv' WITH THE SALE AND USE OF THE (E)UTILITY THAN fi HANDLED DISCONNECTS SUPPLY-SIDE SOURCE CONNECTION (M ENPHASE IQ COMBINER 3 fOPT10NAL-FOR UL 1141 LISTE' RESPECTIVE EQUIPMENT,WITHOUT THE METER (NEC 230.7U MAIN SERVICE PANEL SERVICE ENTRANCE IPV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX WRITTEN PERMISSION OF ION DEVELOPER, CONDUCTOR TAP(NEC 230 82 NEC 705.NEC 230 Lb) LLC11A,111 - (N)PV AC DISCONNECT (N)ZOA/2P (I) LOCKABLE BIBLE SFIBLE OPDEN - CIRCUIT _ - (EM-1P SERVICE RATED OF L t�1 A f0 C C p INTEGRATED - MODULES IV HD LI SA/ZPMAX CERTIFIED E (E)LOADs GATE-YoY PV INSTALLATION ;N)asA 2 PROFESSIONAL 120/24„VAC (N)JUNCTION BOX 60 Z (E)LOADS FUSES rj. ',SCOTT A-GURNEY SINGLE PHASE (N)ISA/2P _ (I) #PV-0117719-015866 UTILITY N _ - CIRCUIT — = ION DEVELOPER,LLC i e SERVICE N _. m OF 7 1801 N UNIVERSITY AVE#900 PROVO.UT BL50G MOOl1LES G 898.781.707L 0 DAVID STANLEY CONRAD (N)GEC PERMITTED TO C-ELECTRICAL CONTRACT OR RUN SEPARATELY CIS21 OUTSIDE RACEWAY IR SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE. ELECTRODE ;NEC 2506A(B)] TEM N Ir O � N Q W O J W N Q Of _ AD No N O Jm N D W 7 M r Q N O � C, Z Q d 3 W ELECTRICAL LINE DIAGRAM NOTES w O o — U t7 0 w N 3 PC _ cy ED 0 O w 0 Q = U Z H O D J Z (n EH U O o DRAWING BY ENPHASE ENERGY DATE 07-07-2022 PROJECT ID 007ABT SHEET NAME ELEC. LINE DIAG. SHEET NUMBER I REVISON E-6 0 PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY/CONDUCTOR CALCULATIONS ION TEMPERATURE DATA SOURCE ASHRAE MICROINV.TO JUNCTION BOX(1) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT= 15.7 A AC JURISDICTION CITY Of TIGARD MAX CURRENT X125%= 20.0 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= 2 AWG 2C.TC-ER,CU. CONFIDENTIAL-THE INFORMAT-ION ASHRAE 0.4%HIGH TEMP(°C) 37 CONDUCTOR AMP.RATING @ 90°C= 30 A EHEREIN OR THE ONTAINED SHALL LLNE T BEPUI TEN DESIGNED MAX.SYSTEM VDROP/VRISE 2.00% AMB.TEMP.AMP.CORRECTION= NOT APPLIED DEVELOPER,LLC NO SHALL IT BE DISCLOSED WHOLE OR IN PARI TO ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 20.0 "r OTHERS OUTSIDE REC RENTS PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-380 HC 20211101 ORGANIZATION,EXCEPT IN CONNECTION RACEWAY SIZE/TYPE= 3/4 IN. EMT OR FREE AIR WITH THE SALE AND USE of THE RATED POWER(PMAX)(W) 380 CROSS-SECTIONAL AREA OF CONDUCTOR(5)/CABLENON,"2)= 0.142 IK2 RESPECTIVE EQUIPMENT,WITHOUT THE MAXIMUM POWER VOLTAGE(VMP) WRITTEN PERMISSION OF ION DEVELOPER, 35.32 CROSS-SECTIONAL AREA OF R4CEWAY0N.'2)= 0.533 IN.2 LLc. MAXIMUM POWER CURRENT(IMP) 10.77 %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 53% > 27% i OPEN CIRCUIT VOLTAGE(VOC) 42 17 SHORT CIRCUIT CURRENT(ISC) 11.36 JUNCTION BOX TO JUNCTION BOX(Z) IEP PMP/VMP TEMP. COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT= 15.7 A AC CERTIFIED VOC TEMP.COEFFICIENT -0.28 MAX CURRENT X125%= 20 A AC PV INSTALLATION SERIES FUSE RATING 20 PER NEC 690.8(B)O)(W/OUT CORRECTION FACTORS) PROFESSIONAL ADJ.MODULE VOC @ ASHRAE LOW TEMP 46.1 CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG 2C,NM-B W/G,CU. S.S SCOTT A.GURNEY ADJ.MODULE VMP @ ASHRAE 2%AVG.HIGH TEMP 29.7 - / ttw-olml9-mseea CONDUCTOR AMP.RATING @60°C= 30 A #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED 48m N UNIVERSITY AVE a 0o PRCVO,UT'ON DEVELOPER,LLC INVERTER SPECIFICATIONS ENPHASE IQ7PLUS-72-2-US AMB. TEMP.AMP. CORRECTION= NOT APPLIED 8Aeo4 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE(A)= 30 > 20.0 888.7817074 MAX.OR RECOMMENDED MODULE POWER(W) 440 RACEWAY SIZE/TYPE= FREE AIR DamO STANLEY coNaac MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE(VOC) 60 C-ELECTRICAL CONTRACTOR MINIMUM START VOLTAGE(V) P2 C1524 MAXIMUM START VOLTAGE(V) 60 MAXIMUM INPUT CURRENT(ISC)(A) 15 CEC PEAK OUTPUT POWER(W) 290 JUNCTION BOX TO COMBINER BOX(3) MAX.CONTINUOUS OUTPUT CURRENT(A) N 121 NOMINAL(L-L)OUTPUT VOLTAGE 240 MAX INVERTER OUTPUT CIRCUIT CURRENT= 15.7 A AC � N CEC WEIGHTED EFFICIENCY(%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) o w N CONDUCTOR SIZE/INSULATION/TYPE= 10 AWG THHN/THWN,CU. Q I v R SYSTEM ELECTRICAL SPECIFICATIONS = CIR CIR 2 CONDUCTOR AMP.RATING @60°C= 35 A o3 w o NUMBER OF MODULES PER CIRCUIT 13 7 #OF CONDUCTORS IN RACEWAY CORRECTION= 0.8 p -u HO n u DC POWER RATING PER CIRCUIT(STC)(W DC) w Q 4940 2660 AMB.TEMP.AMP_CORRECTION= 0.88 TOTAL MODULE QUANTITY 20 PV MODULES ADJUSTED AMPACITY COMPLIANCE(A)= 24.64 > 15.7 w 6. Q 760OW DC Z Iv 0- STC DC POWER RATING OF ARRAY RACEWAY SIZE/TYPE= 3/4 IN. EMT O 5 H- Z Q O 3 w INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.73 8.47 CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CASLE(S OK'2)= 0.106 IN. Q w w O - Y U 125%INVERTER OUTPUT CIRCUIT CURRENT(A AC) 19.66 10.59 U v w CO CROSS-SECTIONAL AREA OF RACEWAYOK-2)= 0.533 IN.-2 _ CU m CIRCUIT OCPD RATING(A) 20 IS %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= 40% > 20% o w 0 Q = COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 24.2A AC Z = O p J Z p PV POWER PRODUCTION SYSTEM OCPD RATING(X125%) 35A COMBINER BOX TO MAIN PV OCPD(10) w a ^ a DO w Y MAX.ARRAY STC-AC POWER(W) 580OW AC(STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT= 24.2 A AC MAX.ARRAY CEC-AC POWER(W) 6778W AC(CEC) MAX CURRENT X125%= 30.0 A AC DRAWING BY PER NEC 690.8(9)(1)(W/OUT CORRECTION FACTORS) ENPHASE ENERGY AC VOLTAGE RISE CALCULATIONS DIST(FT) GOND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE/INSULATION/TYPE= 8 AWG THHN/THWN,CU. VRISE SEC. I(MICRO TO JBOX)• 28.8 12 Cu. 1.8 241.8 0.76% CONDUCTOR AMP.RATING @75°C= 50 A DATE VRISE SEC.2(JBOX TO COMBINER BOX) 35 10 Cu. 1.3 241.3 0.55% #OF CONDUCTORS IN RACEWAY CORRECTION= NOT APPLIED 07-07-2022 VRISE SEC.3(COMBINER BOX TO POI) 10 8 Cu, 0.4 240.4 0.16% AMB.TEMP.AMP.CORRECTION= NOT APPLIED TOTAL VRISE 3.5 243.5 146% OK ADJUSTED AMPACITY COMPLIANCE(A)= 50.0 > 30.0 PROJECT ID '8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. 007ABT RACEWAY SIZE/TYPE= 3/4 IN, EMT CROSS-SECTIONAL AREA OF CONDUCTOR(S)/CABLEMON.'2)= 0.146 IN.'2 SHEET NAME CROSS-SECTIONAL AREA OF RACEWAYON.'2)= 0.533 IN."2 ELECTRICAL CALCS. %ALLOWABLE RACEWAY FILL(NEC CHAPTER 9,TABLE 1)= Lo% > 27% ' SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS • . • [NECEACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 ION [N690.SL,NEC 690.13(B)] � FT FROM THE RAPID SHUT DOWN DISCONNECT SWITCH[NEC 690.56(C)]. RATEOAC Nf%liC1AEiENf 24.ZA pOLiINILW MTWAC%aU%240 V s" © FOR BUILDINGS WITH PV SYSTEMS.TO CONFIDENTIAL-THE INFORMATION BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALLvwmm . EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ON TERMINALS OF THE DISCONNECTING MEANS Tua waroiMmm SYSTEM IS CONNECTED. [NEC DEVELOPER.LLC NO SHALL IT BE ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SMTCHMTlE DISCLOSED IN WHOLE OR IN PART TO pEp FtlBlfpl�/0 [NEC 690 -56(C)] OTHERS OUTSIDE RECIPIENTS .13(8),NEC 705.22] pF,R 00PV8Y6 TERMINALS ON TME UNEAND ouc AwzAnoN.EXCEPT IN coNNEcr10N LOAD SM MAY BE ENER(,'IZED Np WITH THE SALE AND USE OE THE .�.-IN THEOPENPOSRION _.. _MTlEAIOUY RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PE EMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT© PERMANENT DIRECTORY TO BE LOCATED AT DEVICES IN CIRCUTS SUPPLYING POWER TO A `] MAIN SERVICE EQUIPMENT DENOTING THE NAB,.EP BUSBAR OR CONDUCTOR SUPPLIED FROM LOCATION OF THE PV RAPID SHUTDOWN SYSTEM 7.-R—UT ".R.4kNZD MULTIPLE SOURCES.[NEC 705.12(C)] FAOyApppFMgAn®epApMIM, DISCONNECTING MEANS IF SOLAR ARRAY RAPID CERTIFIED SHUT DOWN DISCONNECT SWITCH IS NOT eoAnAAalrnwomAnoownaeao�E4T GROUPED AND WITHIN LINE OF SITE OF MAIN PV INSTALLATION btAGr® SERVICE DISCONNECTING MEANS. [NEC 705.10. PROFESSIONAL NEC 690.56(0(101 SCOTT GURNEY — / #PV-CII17?719-01586fi PLACED ADJACENT TO PV SYSTEM PLUG-IN PERMANENT DIRECTORY TO BE LOCATED AT ION DEVELOPER.LLC TYPE BREAKER TO A BUSBAR FOR A LOAD SOLAR ARRAY RAPID SHUTDOWN SWITCH 4801 N UNIVERSITY AVE#900 PROVO.UT POWER SOURCE SIDE CONNECTION.[NEC 705.12(B)(3)(2)] R "ro np ®gyp DENOTING THE LOCATION OF THE SERVICE 84606 I OUTPUT CONNECTION 8LppUmm um p� EQUIPMENT LOCATION IF SOLAR ARRAY RAPID 888 781.7076 SHUT DOWN DISCONNECT SWITCH IS NOT DO NOT RELOCATE THIS BRIM MCCONibCf LOCI® GROUPED AND WITHIN LINE OF SITE OF MAIN DAVID STANLEY CONRAD OVERCURRENT DEVICE SERVICE DISCONNECTING MEANS. [NEC 705.10] C-ELECTRICAL CONTRACTOR 1152, o © 0 © O 0 © O w o E) LU UTILITY G N © © ElQ fk�� V METER (E)MAIN SERVICE PANEL COMBINER BOX N = O N Q Q LL N J ED (N)PV AC DISCONNECT Z N N Q O < , WZ 0ED O O Y V ® PV SYSTEM Cr 3: LIT w 2 IY O] Q �Y DISCONNECT(S)TO O, W j O U 9@ PV INVERTER Z = o o J Z OUTPUT CIRCUITS) Z CC GO W 3.p _ - \ F- u _ (7 O O /\ N U m f— DRAWINC BY ENPHASE ENERGY DATE 07-07-2022 PROJECTID 007ABT ALL CAUTION,WARNING,OR DANGER SIGNS OR LABELS SHALL. I, COMPLY WITH ANSI Z535.4-2011 STANDARDS. SHEET NAME 2. BE PERMANENTLY AFPIXED 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 1"(3MM). SHEET NUMBER REVISON E-9 0 IDENTIFICATION OF POWER SOURCES A PERMANENT PLAQUE OR DIRECTORY TO BE INSTALLED AT EACH SERVILE EQUIPMENT LOCATION 1 DENOTING THE LOCATION EACH POWER SOURCE DISCONNECTING MEANS AND SHALL INDICATE I O 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) - CONFIDENTIAL-THE 1NFORNANON HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT 101 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 CAUTION : MULTIPLE RESPECTIVE E°DIPI,OF WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. SOURCES OF POWER . N4B�EP POWER TO THIS BUILDING IS SUPPLIED FROM THE CERTIFIED FOLLOWING SOURCES WITH DISCONNECTS LOCATED PV INSTALLATION AS SHOWN: PROFESSIONAL 8175 SOUTHWEST PFAFFLE STREETs. SO TTA GURNEY #PV4117719-015866 FRONT OF HOME ION DEVELOPER,LLZ 4801 N UNIVERSITY AVE*900 PROVO.UT 81601 PV ARRAY B6B 781.707A DAVID STANLEY CONRAD C-ELECTRICAL CONTRACTOR 01521 B p� 0 B 8 8 B 9 N ° ❑ _ o ❑ O H N W O e J W N LOy� Q N = D N Q Q W W J UTILITY SERVICE DISCONNECT Q a DO v o DO Z Q o 3w O — U RAPID SHUTDOWN AC z o = ED m Lu Y DISCONNECT SWITCH o w E- o < _ Z = 0 pJ Z n Q' n W 3 H < < o o DO U m H DRAWING BY ENPHASE ENERGY F07-07-2022007ABTE C. DIRECTORY SHEET NUMBER REVISON E-10 0