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HomeMy WebLinkAboutPlans AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS TI 0 N GOVERNING CODES r I. ALL WORK SHALL COMPLY WITH: # �< i 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) 't s' 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 4 4. =....a. 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) s �'. ,. 2018 INTERNATIONAL FIRE CODE(IFC) Jima* t` 2021 OREGON PLUMBING SPECIALTY CODE Nit ' 7*0.:'''' AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. CONFIDENTIAL-THE INFORMATION ,.."4,..f,' 'ii .. -, ' HEREIN CONTAINED SHALL NOT BE USED ii ,,.. .. . FOR THE BENEFIT OF ANYONE EXCEPT ION 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 Sf ORGANIZATION, EXCEPT IN CONNECTION " "s " ZONING TYPE: RESIDENTIAL t.• WITH THE SALE AND USE OF THE k{, 1. . RESPECTIVE EQUIPMENT,WITHOUT THE I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. WRITTEN PERMISSIONION DEVELOPER, 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE LLC.OF " 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 3111.3.5.3 ITEM 3.2 NABCEP t ELECTRICAL CRITERIA,NOTES CERTIFIED iikik- , it ,.,-44 ' ,i, , TEMPERATURE SOURCE: ASHRAE WEATHER STATION: PORTLAND HILLSBORO PV INSTALLATION EXTREME MIN. TEMPERATURE: -8 PROFESSIONAL y ASHRAE 0.4%HIGH TEMP: 37 §; 'j.�/� SCOTT A. GURNEY / #PV-0117719-015866 ' .lam I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 3 • ION DEVELOPER,LLC 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 4801 N UNIVERSITY AVE#900 PROVO,UT aACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 84604 em; ± 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703, IEC61646, IEC61730. 888.781.7074 2 } .x.= 4. 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 a - 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL C-ELECTRICAL CONTRACTOR = BE PROVIDED AS PER SECTION[NEC 110.26]. q C1524 .4,r7 The LI LIABILITY .p STRUCTURAL CRITERIA,NOTESCity ofTigard and its DESIGN LOAD STANDARD: ASCE 7-I6 employees shall not be WIND EXPOSURE CATEGORY: C WIND SPEED(3-SEC GUST): 96 MPH responsible for discrepancies _ GROUND SNOW LOAD: 25 PSF which may apaer. herein. LU DESIGN ROOF SNOW LOAD: 25 PSF SEISMIC DESIGN CATEGORY: D Q N CDi _ -. SEISMIC RISK FACTOR: II N ... o C, N O = O CD OFFICE COPY CITY OF TIGARDZ au- aREVIEWED FORjCODE COMPLIANCE aZ N • o o < �• Approved: [✓ o w OTC: [ j Q z o Z Q 2 O (n w Ki -- Permit#: ZZ� Op33C� o 'a_ D o co (.4?0 a II. Address: p c l INz w z Mi SCOPE OF WORK SHEET LIST Suite #: I- Z o = - 3 A " �k3�zZ �. I3 Date: U' Y 0 _ INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET DRAWING BY V-2 SITE PLAN (AD. LIB) ENPHASE ENERGY 4.18 KW DC & 3.19 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN <�ED PROFFS DATE S-4 STRUCTURAL DETAILS VALIDITY OF PERMIT \�� �G 1 NfF `)% 28-07-2022 MODULES: (II) SILFAB SOLAR SIL-380 HC 20211101 S-5 STRUCTURAL CALCULATIONS & NOTES t�,� ,P -*5,- PV E 6 ELECTRICAL DETAILS (LINE DIAGRAM) THE ISSUANCE OF A PERMIT g50P INVERTER(S): (II) ENPHASE 107PLUS-72 2 US BASED ON CONSTRUCTION / PROJECT ID E-7 ELECTRICAL CALCULATIONS & NOTES DOCUMENTS AND OTHER / 0075LD E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) DATA SHALL NOT PREVENT OREGON ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) E-9 ELECTRICAL LABELS & LOCATIONS THE CODE OFFICIAL FROM ✓q `L`1' SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-10 ELECTRICAL DIRECTORY PLACARD (AD. LIB) •EQUIRING THE CORRECTION q� N II 20 �y 08/12/2022 COVER SHEET OF ERRORS.ORSC 105.4 4N RO`N�' SHEET NUMBER REVISON EXPIRES:12/31/24 -I 0 SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO ION 1 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 III FOR THE BENEFIT OF ANYONE EXCEPT ION 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 RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. 3'-0" — T � + + + + + 1- + + + t + + + + + + NABCEP + + + + + + t ++ + + r + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CERTIFIED + + + + + + + -r + + + + + + + + + + + + + + + + + + + + + + + + + PV INSTALLATION + + + + + + + + 1 + + + + + + + + + + + + + + 4- -'- w + + + + + + + T + 4- 1 o + + + i.X PROFESSIONAL Q c_CO"---; _ z O �j.� SCOTT A. GURNEY 7 �� + + �/CO O ❑ #PV-0117719-015866 0 5o — O ►� Q�. ►• T D�, a IONDEVELOPER, LLC p I0t �in 4801 N UNIVERSITY AVE#900 PROVO, UT W (3) (3) (N) (M 0 t + + 84604 888.781.7074 IX z + Q0 ❑ �� ++ + O ❑ DAVID STANLEY CONRAD CO F-- O z r A' r ❑ ❑ C-ELECTRICAL CONTRACTOR LU X n n + CI524 D O I + X O I• + 4 �O (n L.I. r i.sii _ �/ + + { z Q' LU O rso GARAGE /o X 1 , a N GATE RS2 RSI a N o U O o = I O N L co N a rX Q r0 _IQ z N D (nQ O V) 00 CC W \ (c�V PROPesS a z LU a _ °0 Z a = n w �� GIN£ , � a ,c o o =� opa (. /77950P r ? w CO `L a- JWND JN rx C OREGON �H—, Y � N = 00 1 w v4N "' Z��� DRAWING BY v 41!gN ROw�'<c, 08/12/2022 ENPHASE ENERGY SCALE: 3/16" = I'-0" Vv EXPIRES:12/31/24 DATE,. 2_a° s,_y.. o,_a 28 07 2022 o 4 SYSTEM LEGEND (�) (N) PV COMBINER PANEL JBOX 0(N) JUNCTION BOX SUNEYE LOCATION ROOF SECTION ROOF PV MODULE PROJECT ID CRITERIA AND SECTION OTY AZIMUTH PITCH TSRF 0075LD el (E) UTILITY METER / RSI 5 88 39 77% L I MAIN SERVICE PANEL LC) (N) PV LOAD CENTER ACD (N) (N)AC DISCONNECT FIRE SETBACK SPECIFICATIONS RS2 6 268 39 81% (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) SHEET NAME MAIN (E) MAIN SERVICE PANEL P (N) PV PRODUCTION0 DCAC (N) MICROINVERTER i METER (N) PV MODULE ROOF PLAN SUB (E) SUBPANEL (N) (N) DC-DC / STRING (N) SHEET NUMBER REVISON I INVERTER DCD (N) DC DISCONNECT S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7PV MODULE PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION M 1 M I 1 PORTRAIT ION RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEAVER P-X2 16 IN. MAX. I , IN N 4 F STANDOFF TYPE: L-FOOT 8,FLASHING Y-SPACING P-YI 37.4 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-CANTILEAVER P-Y2 12.1 IN. MIN. - 16 IN. MAX. CONFIDENTIAL-THE INFORMATION .. SCALE: 3/8" = I'-0" J I I HEREIN CONTAINED SHALL NOT BE USED STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION PI ! N rq N i ORIENTATION FORDEVELOPER,THE 1 LLTC ORYOHALLNE X EXCEPT ION ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. Id N! DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: 1/2"PLYWOOD X-CANTILEAVER L-X2 16 IN. MAX. —L-X2— L-XI OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION STRUCTURE TYPE: MANUFACTURED WOOD TRUSS Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. WITH THE SALE AND USE OF THE RAFTER SIZE: 2x4 Y-CANTILEAVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 PORTRAIT ORIENTATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 835 P-Y2 B C E P TOTAL PV MODULE AREA(SQ. FT.) 216.7 %PV MODULE ROOF COVERAGE 26% L Y2 CERTIFIED �{ , LANDSCAPE \ ORIENTATION PV INSTALLATION P-YI / PROFESSIONAL /��� rj. /� SCOTT A. GURNEY 17719-015866 PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER, LLC SCALE: 3/8" = I'-0" / 4801 N UNIVERSITY AVE#900 PROVO, UT ® 84604 /' 888.781.7074 - DAVID STANLEY CONRAD L YI 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. w O U Q N O PV MODULE o o (n O = I 0 0 (V U CD aD N Q G - CLICKFIT RAIL z Q o <n J Q < z o 0 c - � 6" CLICKFIT L-FOOT N N' CO 04 uu■ z m o o .< 1 0 ^ w J N f (5 w (E) COMP SHINGLE w I.r) w co -- ROOF MEMBRANE ~ _ '� " - (n "') co DRAWING BY COMP SHINGLE FLASHING ENPHASE ENERGY 22" MIN. �'`F'��'�PN�FFSS/ DATE DEPTH 5/16 ZINC PLATED STEEL kk� �,� eF.p O� 28-07-2022 LAG SCREW WITH 2-1/2" 9 95OP MIN. EMBEDMENT IN TO (E) ROOF RAFTER ' PROJECT ID OREGON 0075LD 0 STANDOFF DETAIL q`�qiV 11, 20`L�y SHEET NAME SCALE: 3" = I'-0" �4N Roos, 08/12/2022 STRUCTURAL DETAILS EXPIRES:12/31/24 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-380 HC 20211101 JURISDICTION DEAD LOAD (PSF) RSI RS2 I 0 N SOLAR MODULE WEIGHT (LBS) 43 CITY OF TIGARD ROOF MEMBRANE COMPOSITION COMPOSITION SOLAR MODULE LENGTH (IN.) 69.4 STATE OREGON SHINGLE 4'0 SHINGLE 4.0 SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING I/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 HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY C MANUFACTURED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(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 @ 24 IN. 1.0 TOP CHORD 2X4 @ 1.0 DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 O.C. -DF #2 @6.7 24 IN. O.C. -DF #2 OTHERS OUTSIDE RECIPIENTS RACKING DEAD LOAD (PSF) 0.8 FT. MAX SPAN @6.7 FT. MAX SPAN ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD (PSF) 2.18 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) RESPECTIVE EQUIPMENT,WITHOUT THE TOTAL PV ARRAY DEAD LOAD(PSF) 2.98 SLOPED ROOF SNOW LOAD (PSF) EQN. 7.4-I WRITTEN PERMISSION OF ION DEVELOPER, LLC. = Ps = (CS)(0.7)(CE)(CT)(I5)(PG) TOTAL ROOF DEAD LOAD (PSF) 6.7 6.7 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-I ADJUSTED TO SLOPED ROOF (PSF) 8.7 8.7 STRUCTURE TYPE - ROOF SHAPE INHABITED - GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 NABCEP MIN. ROOF SLOPE (DEG.) 39 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.9 3.9 MEAN ROOF HEIGHT (FT.) 32 SLOPE FACTOR (Cs) = 0.7 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 OK TOTAL LOAD (PSF) 37.6 37.6 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 # OF ATTACHMENT POINTS 65 RAFTER/ TOP CHORD MEMBER PROPERITES OF #2 - 2x4 DF #2 -2x4 PROFESSIONAL MAX. POINT LOAD(LBS / ATT.) 6.2 SECTION MODULUS (S)(IN"3) 3.06 3.06 . ., ,,, zool SCOTT A. GURNEY #PV-0117719-015866 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 18.6 MOMENT OF INERTIA(DON"4) 5.36 5.36 TOTAL LOAD ON MEMBER(W) (PLF) 75.2 75.2 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) MAX. MEMBER SPAN (L) (FT) 6.7 6.7 4801 N UNIVERSITY AVE#900 PROVO, UT84604 DESIGN WIND PRESSURE (PSF) = P = aH(GCP)(YE)(YA) EQN. 29.4-7 MODULUS OF ELASTICITY(E) (PSI) 1600000 1600000 888.781781.7074 VELOCITY PRESSURE (PSF) =OH =0.00256(KH)(Kzr)(KD)(KE)(V"2) EQN. 26.10-I SHEAR (Fv) (PSI) 180 180 TERRAIN EXPO. CONSTANT (A) = 9.5 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = I TABLE 26.13-I AREA(A)(IN"2) 5.25 5.25 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT(ZG)(FT) = 900 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE COEFF.(KH) = 1.00 EQN. C26.10-I EQN. 26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) CI524 TOPOGRAPHIC FACTOR (KzT) = 1.0 EQN. 26.8-I QH (PSF) = 19.86 BENDING (FB) (PSI) 900 900 WIND DIRECTIONALITY FACTOR (KG) = 0.85 TABLE 26.6-1 LOAD DURATION FACTOR (Co) 1.15 1.15 SIZE FACTOR (CO 1.50 1.50 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR (CR) 1.15 1.15 GABLE ROOF 27° < 0 545° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2D ALLOWABLE BENDING STRESS (PSI) 1785.4 1785.4 RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. W O U = SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS (PSI) = (wL"2)/(8(S)) 1653.7 1653.7 Q o EXTERNAL PRESSURE COEFF. (GCP) = -1.8 -2.0 -3.2 0.9 93% OK 93% OK W (V ASD PRESSURE (0.6P)(PSF) _ -17.16 -19.06 -30.50 23.83 CI U (n TRIBUTARY AREA(SQ. FT) = 11.6 11.6 8.7 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED 00 O = N U MAX. UPLIFT (O.6D+0.6P) (LBS) = -177.7 -199.8 -249.1 ALLOWABLE DEFLECTION L / 180 L / 180 n cp N Q 0.447 IN. 0.447 IN. CC r? U RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) (W)(L)"4 / 185(E)(1) J (n H U Q Z (n . SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 0.165 IN. 0.165 IN. Z F- O j EXTERNAL PRESSURE COEFF. (GCP) _ -1.8 -2.0 -3.2 0.9 37% OK 37% OKo W Q n Y U ASD PRESSURE (0.6P)(PSF) _ -17.16 -19.06 -30.50 23.83 MAX DEFLECTION CHECK -LIVE LOAD < Z 0 O C U TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L /240 L / 240 Z Q I 0 W t MAX. UPLIFT (0.6D+0.6P) (LBS) _ -I04.5 -117.5 -146.4 0.335 IN. 0.335 IN. 0 Q D 0 < < U N ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) (W)(L)"4 / 185(E)(I) Z E 0 0 LL I CI ROOF ATTACHMENT FASTENER CHECK CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED NDS 12.2 0.143 IN. 0.143 IN. - J N J Z �`> W N UJ Z 1.11 1- E O = STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS Z to _ ... - 43% OK 43% OK 1 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 (Co) = 1.6 TABLE I2.3.3A 945 LBS. 945 LBS. ENPHASE ENERGY FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 \<C',sk PROFESS/ 252 LBS. 252 LBS. DATE LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 ��5 ��G 1 Nee Qy 27% OK 27% OK 28 07 2022 MAX. ATT. WITHDRAWAL CAPACITY (LBS) = 359.6 > 249.1 MAX UPLIFT DEMAND (LBS) OK V 9 95OP/ PROJECT ID OREGON 0075LD c /'/ " 20�1" SHEET NAMEN ROw�Fy 08/12/2022 STRUCTURAL CALCS EXPIRES:12/31/24 SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG QTY 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 (I) 10 AWG THHN /THWN, CU. BLACK (LI) 13.3 A AC (MAX) 3 (I) 8 AWG THHN/THWN, CU. BLACK (LI) 13.3A AC (MAX) 2 (I) 8 AWG THHN/THWN, CU. BLACK (LI) 13.3 A AC (MAX) 1 (I) 12 AWG 2C,TC-ER,CU. (LI,L2) 13.3 A AC (MAX) (I) 10 AWG THHN/ THWN, Cu. RED(L2) 240V AC (I) 8 AWG THHN/THWN, CU. RED(L2) 240 V AC (I) 8 AWG THHN/THWN,CU. RED(L2) 240V AC (I) 6 AWG SOLID BARE CU. (EGC) 240V AC (I) 10 AWG THHN/THWN,Cu. WHITE(N) (I) 8 AWG THHN/THWN,CU. GREEN (EGC) (I) 10 AWG THHN/THWN,CU. GREEN (EGC) (I) 3/4 IN. EMT OR FREE AIR (RACEWAY) ION (I) 10 AWG THHN/THWN,CU. GREEN (EGC) (I) 3/4 IN. EMT (RACEWAY) (I) 3/4 IN. EMT RACEWAY (I) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR EXTERIOR EXTERIOR II (E) 4/0 AWG THHN/THWN,AL. BLACK (LI) 13.3 A AC(MAX) (E) 4/0 AWG THHN/THWN,AL. RED(L2) 240 V AC (E) 4/0 AWG THHN /THWN,AL. WHITE(N) (E) 4 AWG THHN /THWN,AL. GREEN(EGC) CONFIDENTIAL-THE INFORMATION (E) -- (RACEWAY) EXTERIOR 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 ELECTRICAL LINE DIAGRAM OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE (E)200A MAIN SERVICE PANEL LOAD-SIDE SOURCE CONNECTION (N)ENPHASE IQ COMBINER 3 RESPECTIVE EQUIPMENT,WITHOUT THE (E)200A/2P MAIN DISCONNECT (E)200A SUBPANEL PROTECTED FEEDER TAP WITH UL LISTED (PV CIRCUITS ONLY) WRITTEN PERMISSION OF ION DEVELOPER, LLC. CONNECTORS(NEC 705.12,NEC 240.21(B)) (II)SILFAB SOLAR SIL-380 HC 20211101 PV MODULE(S) (E)200A/2P L,A (N)PV AC DISCONNECT INTEGRATED UL 1703 LISTED ,°R �� 30A,240V,2P,FUSED I5A/2P MAX ec LOCKABLE,VISIBLE OPEN TO IQ ENVOY (II)ENPHASE IQ7PLUS-72-2-US MICROINVERTER(S)[240V] NABCEP (E)200A/2P GATEWAY SERVICE RATED UL 1741 LISTED CERTIFIED (\: O (E)LOADS (N)JUNCTION BOX (N)JUNCTION BOX PV INSTALLATION ❑ ❑ I � � -� (OPTIONAL-FOR (OPTIONAL-FOR PROFESSIONAL CONDUCTOR SPLICE) CONDUCTOR SPLICE) (N)20A FUSES S,� SCOTT A. GURNEY (E)LOADS n (I) #PV-0117719-015866 120/240 VAC �-� L LI /I (N)20A/2P 60HZ N� �M b— - I Lz A LI A Lz n_\ CIRCUIT III ION DEVELOPER, LLC SINGLE PHASE EGC Ecc �N �� OF II ���� 4801 N UNIVERSITY AVE#900 PROVO,UT UTILITY —� J -� _Emu_ ® EGC� MODULES 84604 SERVICE „s, e J �_ 1 \, 888.781.7074 Gr [Gil 10 10 DAVID STANLEY CONRAD O 0 0 C-ELECTRICAL CONTRACTOR C1524 (E)GROUNDING ELECTRODE SYSTEM W O U = QCV CL O 0 U N O = I Oo U^ 0 00 N a � CC Cr' I I U _I0 I- O J Z (n D Q U 0 0 Cr ^ Y LLJ ELECTRICAL LINE DIAGRAM NOTES a z o o - _ E a = 0 w tri � o a o o Q = o� Z 00 cn O LL 0_ W _J Z rri LLJJ N W (n LL oo I- Z p = - DRAWING BY ENPHASE ENERGY DATE 28-07-2022 PROJECT ID 0075LD SHEET NAME ELEC. LINE DIAG. 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) I 0 N STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 A AC JURISDICTION CITY OF TIGARD MAX CURRENT X125%= 17.0 A AC WEATHER STATION PORTLAND HILLSBORO PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) ASHRAE EXTREME LOW TEMP (°C) -8 CONDUCTOR SIZE / INSULATION / TYPE = 12 AWG 2C, TC-ER, CU. CONFIDENTIAL-THE INFORMATION SHALL NOT BE ASHRAE 0.4% HIGH TEMP (°C) 37 CONDUCTOR AMP. RATING @ 90°C = 30 A FORREIN THE BENEFIIT NED OF ANYONE EXCE TSED ION DEVELOPER,LLC NOR SHALL IT BE DESIGNED MAX. SYSTEM VDROP / VRISE 2.00% AMB. TEMP. AMP. CORRECTION = NOT APPLIED DISCLOSED IN WHOLE OR IN PART TO ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 17.0 OK OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-380 HC 20211101 RACEWAY SIZE / TYPE = 3/4 IN. EMT OR FREE AIR WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE RATED POWER (PMAX) (W) 380 CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.142 IN.2 WRITTEN PERMISSION OF ION DEVELOPER, MAXIMUM POWER VOLTAGE (VMP) 35.32 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.2 LLC. MAXIMUM POWER CURRENT (IMP) 10.77 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 53% > 27% OK OPEN CIRCUIT VOLTAGE (VOC) 42.17 �ABCEP SHORT CIRCUIT CURRENT (ISC) 11.36 JUNCTION BOX TO JUNCTION BOX (2) PMP/VMP TEMP. COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 A AC CERTIFIED VOC TEMP. COEFFICIENT -0.28 MAX CURRENT X125% = 17 A AC PV INSTALLATION SERIES FUSE RATING 20 PER NEC 690.8(B)(1)(W/OUT CORRECTION FACTORS) PROFESSIONAL ADJ. MODULE VOC @ ASHRAE LOW TEMP 46.1 CONDUCTOR SIZE / INSULATION / TYPE = 8 AWG THHN / THWN, CU. S- /1 SCOTT A. GURNEY #PV-0117719-015866 ADJ. MODULE VMP @ ASHRAE 2% AVG. HIGH TEMP 29.7 CONDUCTOR AMP. RATING @75°C = 50 A ION DEVELOPER,LLC # OF CONDUCTORS IN RACEWAY CORRECTION = NOT APPLIED 4801 N UNIVERSITY AVE#900 PROVO,UT INVERTER SPECIFICATIONS ENPHASE IQ7PLUS-72-2-US AMB. TEMP. AMP. CORRECTION = NOT APPLIED 84604 888.781.7074 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE (A) = 50 > 17.0 OK MAX. OR RECOMMENDED MODULE POWER (W) 440 RACEWAY SIZE / TYPE - 3/4 IN. EMT DAVID STANLEY CONRAD MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.110 IN."2 C-ELECTRICAL CONTRACTOR CI524 MINIMUM START VOLTAGE (V) 22 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 MAXIMUM START VOLTAGE(V) 60 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 40% > 21% OK MAXIMUM INPUT CURRENT (ISC) (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 = 13.3 A AC w o NOMINAL (L-L) OUTPUT VOLTAGE 240 MAX CURRENT X125% = 17 A AC Q N CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) o_ o CONDUCTOR SIZE / INSULATION / TYPE = 8 AWG THHN / THWN, CU. o U D SYSTEM ELECTRICAL SPECIFICATIONS CIR I CONDUCTOR AMP. RATING @75°C = 50 A 0 0 =o N (-3NUMBER OF MODULES PER CIRCUIT II # OF CONDUCTORS IN RACEWAY CORRECTION = NOT APPLIED Y co N Q DC POWER RATING PER CIRCUIT (STC)(W DC) 4180 AMB. TEMP. AMP. CORRECTION = NOT APPLIED Q J w I-I- U TOTAL MODULE QUANTITY II PV MODULES ADJUSTED AMPACITY COMPLIANCE (A) = 50 > 17.0 OK .. J p D N Q STC DC POWER RATING OF ARRAY 4180W DC RACEWAY SIZE / TYPE = 3/4 IN. EMT O 11-1 w Q I, Y w INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.31 CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.110 IN."2 < z p O c� o� 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 16.64 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 ix > 1 p m co CIRCUIT OCPD RATING (A) 20 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 40% > 21% OK Z m O O ILI 121 COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 13.31A AC _ wN J Z J (V PV POWER PRODUCTION SYSTEM OCPD RATING (X125%) 20A COMBINER BOX TO MAIN PV OCPD (10) H o w w MAX. ARRAY STC-AC POWER (W) 3190W AC (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 13.3 A AC N Po ( MAX. ARRAY CEC-AC POWER (W) 3728W AC (CEC) MAX CURRENT X125% = 17.0 A AC DRAWING BY PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) ENPHASE ENERGY AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN, CU. VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.5 241.5 0.64% CONDUCTOR AMP. RATING @75°C = 35 A DATE 28 07 2022 VRISE SEC. 2 (JBOX TO COMBINER BOX) 105 8 Cu. 2.2 242.2 0.91% # OF CONDUCTORS IN RACEWAY CORRECTION = NOT APPLIED VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 Cu. 0.3 240.3 0.13% AMB. TEMP. AMP. CORRECTION = NOT APPLIED PROJECT ID TOTAL VRISE 4.0 244.0 1.68% OK ADJUSTED AMPACITY COMPLIANCE (A) = 35.0 > 17.0 OK 0075LD * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. RACEWAY SIZE / TYPE = 3/4 IN. EMT CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.084 IN."2 SHEET NAME CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 ELECTRICAL CALCS. % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 40% > 16% OK SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS PHOTOVOLTAIC SYSTEMAT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 ION A [NEC 690.54, NEC 690.13(B)] RAPID SHUTDOWN n FT FROM THE RAPID SHUT DOWN A AC DISCONNECT A SWITCH FOR DISCONNECT SWITCH [NEC 690.56(C)]. RATED AC OUTPUT CURRENT 13.3A SG.,AR =�'U'`:I'STE it NOMINAL OPERATING AC 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 RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE A I B TERMINALS OF THE DISCONNECTING MEANS TURN RAPID SHUTDOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TO THE ��/ \ 690.56(C)] OTHERS OUTSIDE RECIPIENTS [NEC 690.13(B), NEC 705.22] SHUTDOWNPVSSYON S ¢ ORGANIZATION,EXCEPT IN CONNECTION TERMINALS ON THE LINE AND AND REDUCE 1 WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SHOCK HAZARD RESPECTIVE EQUIPMENT,WITHOUT THE - IN THE OPEN POSITION ..,,.N THE ARRAY — WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED AT hAWARNING CDEVICES IN CIRCUTS SUPPLYING POWER TO A ©WARNING H MAIN SERVICE EQUIPMENT LOCATION IF ALLBUSBAR OR CONDUCTOR SUPPLIED FROM MAIN DISTBUTION UTILITYDISCONNECT(S) ELECTRICAL POWER SOURCE DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] P RTOTHISBUILaHGI$ASOSUPPIJED DISCONNECTING MEANS (SOLAR ARRAY CERTIFIED FROMAROOFMOUNTEDSOIARARRAYWITHRAPID SHUTDOWN SWITCH)ARE GROUPED OURCES:UTILITY GRID AND ARAPIDSHUTDNDISCONNECTINGMEAN$ AND IN LINE OF SITE OF MAIN SERVICE PV INSTALLATION GROUPEDANDLABELEDWITHINLINEOFSITEVSOLARELECTRICSYSTEM AND la Fr OF THIS LOCATION. DISCONNECTING MEANS. [NEC 690.56(C)& PROFESSIONAL NEC 705.10]. S�+16., SCOTT A. GURNEY #PV-0117719-015866 ION DEVELOPER,LLC D PLACED ADJACENT TO PV SYSTEM PLUG-IN 4801 N UNIVERSITY AVE#900 PROVO, UT TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 POWER SOURCE SIDE CONNECTION. [NEC 705.12(B)(3)(2)] 888.781.7074 OUTPUT CONNECTION DO NOT RELOCATE THIS DAVID STANLEY CONRAD OVERCURRENT DEVICE C-ELECTRICAL CONTRACTOR CI524 I H I LU p © I IFt IAt 171 Q N __Ip © I° I B D 0 N U (n (E)MAIN SERVICE PANEL (N)SUBPANEL COMBINER BOX O o I p N (5 � N Q. me . SWAMI N- HE J Q Jv) U mwIVINN4 &WWARM) _I Z w N Q Z ,11,2414165- (N) PV AC DISCONNECT O ^ W F- H 11-1 l-cLi 0 �YVARNNO F- Z UJ - O' U owe Z Q = Cl) LJ 14i _,�,� PV SYSTEM p a D 0 m Q U °O 0 o DISCONNECT(S)TO U_ 60 O 0 LU = cl N. /_/ no PV INVERTER z W N J_ 0_ d d tri OUTPUT CIRCUIT(S) LU J Ni ct (/) W �L L2 L2 L2 p 1O tr)CD i� ...-NN N N II3o o N N ,..., �/ • EGC E' MINWACIIIII EGG DRAWING BY ENPHASE ENERGY DATE III 28-07-2022 PROJECT ID 0075LD 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 IT" (3MM). SHEET NUMBER BENISON E-9 0 IDENTIFICATION OF POWER SOURCES A PERMANENT PLAQUE OR DIRECTORY TO BE INSTALLED AT 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) 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 OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, \-1 A \_.1 T O \ : V LTIDLL LLC. SOCPS OF D O W _ R4, X-1ABC--E -) POWER TO THIS BUILDING IS SUPPLIED FROM THE CERTIFIED PV INSTALLATION FOLLOWING SOURCES WITH DISCONNECTS LOCATED PROFESSIONAL AS SHOWN : S.�/ SCOTT A. GURNEY 0 ,„," #PV-0117719-015866 ❑ ❑ ION DEVELOPER, LLC 0 4801 N UNIVERSITY AVE#900 PROVO, UT XOBf 0 84604 (N) ° ❑ 888.781.7074 0 e DAVID STANLEY CONRAD O C-ELECTRICAL CONTRACTOR 1S1 0 BNB, C1524 ) o o❑ o o (N) 9 m JBOX B LU O ° B U — PV ARRAY a_ N iriirtBOX p0 0 LiS D DI 0 0 O N U D CJ a 4 K) r U UTILITY SERVICE METER ;� ACD CC Q Z N 1 a o Zv zo E- �o cL o LijU RAPID SHUTDOWN AC a I— < o o DISCONNECT SWITCH E a = 0 LJ N UTILITY SERVICE DISCONNECT a 2 FRONT OF HOME w woo <CO = o .. 13032 SOUTHWEST LARKWOOD PLACE - _' z "' Lu J ro W (n Lu H- E O N Y "") DRAWING BY ENPHASE ENERGY DATE 28-07-2022 PROJECT ID 0075LD I SHEET NAME ELEC. DIRECTORY SHEET NUMBER REVISON E-IO 0