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Plans (3) ffyip AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS f INN _. .: GOVERNING CODES � .. I. ALL WORK SHALL COMPLY WITH 2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) 1' 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) Approved plats f 1 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) e/ h, Y fJ 2018 INTERNATIONAL FIRE CODE(IFC) „C-^.hall be on Cu �(i_ 4'' 2021 OREGON PLUMBING SPECIALTY CODE .0" ^'_0 CONFIDENTIAL-THE INFORMATION 9 3 ' AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. 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 , .. ", SITE CLASSIFICATION NOTES,OSHA REGULATION OCCUPANCY CLASS: SFR OTHERS OUTSIDE RECIPIENTS ORGAITH THE SALE AND IN CONNECTION 4046t. CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, C. ;' I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE .:.Y¢ ONTO NEARBY PROPERTIES OR ROADWAYS. ' 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW.ROOF ATTACHMENTS SHALL BE SPACED NO GREATER H /4/4" ♦ THAN 24'ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3'OF A ROOF EDGE.HIP.EAVE.OR RIDGE OSSC '% - 31II.3.5.3 ITEM 3.2 N i .CEP 4, e ELECTRICAL CRITERIA,NOTES 4` TEMPERATURE SOURCE. ASHRAE g i y,. WEATHER STATION PORTLAND HILLSBORD wIMSTuuTON It * I EXTREME MIN. TEMPERATURE. -8 OFFICE COPY 6m"�a"'E' 6wM31119A1566 a � � ASHRAE 0.4%HIGH TEMP: 37 ��-»� s a ION DEVELOPER,LLC @@'-!'• � - I. DRAWINGS HAVE BEEN DETAILED ACCORDING TOOL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT pCy N. 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 'feyACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 ff�� —_ AT 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703.IEC61646, IEC61730. Lr+ p' ` ` 441$ i '"'�'(S DAVID STANLEY CONRAD 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO C-ELECTRICAL CONTRACTOR LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. - C1524 ,,,,. .45. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL z, BE PROVIDED AS PER SECTION[NEC 110261. to 9 i. 4 No. • �, REVIEWED CITY O/F`,TIC ARD ; ¢� $ • ?`- DESIGNTURAL CRITERIA,LOAD STANDARD:NOTES ASCE 7-16 FOI CODE COMPLIANC E 4 _ "406 WIND EXPOSURE CATEGORY: B - EC ' ' ' °_ i. WIND SPEED(3-SEC GUST): 96 MPH Approved: [ ,'c a - 4 - GROUND SNOW LOAD: 36 PSF OTC, OU 0 V) YT- DESIGN ROOF SNOW LOAD: 26 PSF 0 I 1 SEISMIC DESIGN CATEGORY: D {�/� /( �/' h Z N 6- SEISMIC RISK FACTOR: II PCfilllt : l r�� L�L� 1.�OD S Q O N `� ' A\ u y � .r Address: '�/�O �V' 4'v �'1 I N Z rn~ i °0 0 a TA BY: Mr- mate: 3��Z3 o I- zo cs c� w A #. 6LF LIABILITY O = O 0 = 1n F Tba City of Tigard (n� 9ts w_ Q a w o n it SCOPE OF WORK SHEET LIST �+ employees si�a1[ 1�04 � ~ CC ^Lc) Y �E T.T[J.IO responsible t:= ALB f�� . ,, . v� co co V *{,�'0i4Ch may a '.3£' 1r et ("BIZ'• DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET i MARCUS ALVORD S-3 ROOF PLAN 8 KW DC & 5.8 KW AC PHOTOVOLTAIC SOLAR ARRAY S-4 STRUCTURAL DETAILS DATE S-5 STRUCTURAL CALCULATIONS & NOTES ��RE5) PROF£Ss 23-MAR-2023 E-6 ELECTRICAL DETAILS (LINE DIAGRAM) VALIDITY OF PERMIT V�� �aGINfF /py PV MODULES: (20) SILFAB SOLAR SIL-400 HC+ E-7 ELECTRICAL CALCULATIONS & NOTES THE ISSUANCE OF A PERMIT �� 9 r PROJECT ID INVERTER(S): (20) ENPHASE 108PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS BASED ON CONSTRUCTION / 9 950P 0090HV DOCUMENTS AND OTHER ( " OREGON ROOF TYPE: COMPOSITION SHINGLE - 2 LAYER(S) DATA SHALL NOT PREVENT ✓ �, SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT THE CODE OFFICIAL FROM -q 4' 11' O-:(- (33/24/2023 COVER SHEET REQUIRING THE CORRECT'ON qN RO`iI� OF ERRORS. ORSC 105.4 EXPIRES:12/31/24 SHEET NUMBER REVISON G-I 0 • SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE I F\IO REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO GREATER THAN 24"ON CENTER IN ANY DIRECTION /S> WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, X• 60 EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 FOR ANY METER UPGRADES, ENSURE THAT THE L., . SD� UTILITY METER IS LOCATED WITHIN 'OFT 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 \s DEVELOPER,LLC NOR SHALL IT BE CORNER OF THE HOUSE. yO DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION �� 3//G,C WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. VO �� O I Coy /%I 1 �\�'� — N : :CEPOsTNNllal , >3'-0" 1041411771.1419:11 Erik 3.17.202S a•a•a aION DEVELOPER,LLC a+a •a`a^+++«h4801 N UNIVERSITY AVE#900 PROVO,UT A.::,...Oa«+«+ +«` 84604+ h`h • 888.781.7074 0 a a + + + DAVID STANLEY CONRAD i s O a a a a + + ` * + • ` C-ELECTRICAL CONTRACTOR y� i + + a i + i Y �a a 31�01, + + + + h h + a J h « « + + C1524 a i a a + + h + « a + + a + i '.n + O h + h i ! a a �{ +h,, i«`«`+` A 36" PATHWAY WAS MAINTAINED TO ��� ry�� �s ++ ++;`« AND AROUND ALL HEAT/SMOKE VENTS 14 ) + i �/, r i+i I' 01 _._.... a + i — •`+++ a+++++ o z i n + ;0 i " -', + + a • a • • o a « a + - N + + « h ++++ z O , 4 AAllhh. + • f Q J CD n i i i A ++ ♦+++•+++ Z U N J N Li a 1t,r + + • Y �,-4 a•+i O v OH Z o UJ 'll a + •' < W p J W U �� • • • a I LLD U O W +`+`+` Z z S W (n U • • « + + + VS�G 1 N£f SRO z o z c5 Iln + + + • a + (4D ( (n W n I- a a + ` 9 950P W a r +•+•a• ( V) n] L F v v CO v +a+ DRAWING BY / /qH ry gOti� MARCUS ALVORD (`` 4Z•- ' ..,C, 03/24/2023 SCALE: 3/32" = I' O" DATE 0 r-e• s-4' m-a• zr-a• EXPIRES:12/31/24 23-MAR-2023 ••.• — SYSTEM LEGEND N) (N) O ROOF SECTION ROOF PV MODULE PROJECT ID ( O (N)PV COMBINER PANEL , N) (N)JUNCTION BOX 5# SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 0490HV (E) UTILITY METER / CRITERIA AND RSI 20 224 25 95% ® I (N) I (N)PV LOAD CENTER (N) (N)AC DISCONNECT FIRE SETBACK SPECIFICATIONS h. . MAIN SERVICE PANEL AOC ,,,• \iI SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) MAIN (E) MAIN SERVICE PANEL rellal (N)PV PRODUCTION Dcnc (N)MICROINVERTER ROOF PLAN i METER (N)PV MODULE SHEET NUMBER REVISON jB (E) SUBPANEL (N) (N)DC-DC / STRING (N) (N)DC DISCONNECT 0 INVERTER DCO S-3 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7//�PV MODULE I PV RACKING SPAN AREA TAG SPAN / 1 rPV MOUNTING RAIL T -- - RACKING: -- -- - ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION - / t ON PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. STANDOFF TYPE: L-FOOT&FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN. MAX. t . 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. I CONFIDENTIAL -THE INFORMATION SCALE: 3/8" = I'-O" II t LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED 1 ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION V VI II CI DEVELOPER,LLC NOR SHALL IT BE _ ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: 1/2'PLYWOOD X-CANTILEVER 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-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. RESPECTIVE EQUIPMENT.WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 PORTRAIT LLC. ORIENTATION ARRAY PARAMETERS �f'�� TOTAL ROOF AREA(SO. FT.) 1433 A /J7-'�\ TOTAL PV MODULE AREA(SQ. FT.) 426 AEI � \ %PV MODULE ROOF COVERAGE 30% L-Y2 i I V ► :CEP' �f� LANDSCAPE ► �r. - � ORIENTATION P Y I w swrr A.GURNEY /��� W.31) n PV ARRAY DETAIL, SIDE VIEW /! ION DEVELOPER, LLC SCALE: 3/8" = '-O" - i 4801 N UNIVERSITY AVE#900 PROVO,UT 1191 84604 888.781.7074 ' DAVID STANLEY CONRAD /L-Y 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. H- m D 0 + co PV MODULE o = Z o N Q -I' s r- i Ni Z 2 N J Q „.. Ail CLICKFIT RAIL o o ~ CC 0- I_ a U N Z J d w U Q p 0 OU O< W V 6" CLICKFIT L-FOOT Lu w t=- m 4/1 m IIII i,�I■ = o U L.LL 0 In ■ Z Ct cn Z Urn ' (E) COMP SHINGLE a 'r° ca7 0 0 ` __ ,. ROOF MEMBRANE v) m n F oYo —i DRAWING BY COMP SHINGLE FLASHING MARCUS ALVORD 2z" MIN."IIIIIIIIIIIIIIr (CI) PROFF DATE DEPTH 5/16" ZINC PLATED STEEL • SS/ 23 MAR 2023 � FPLAG SCREW WITH 2 I/2" GINf 9. OA- PROJECT ID MIN. EMBEDMENT IN TO 950P (E) ROOF RAFTER 0090HV DREG N OSTANDOFF DETAIL ✓qH ��r1. SHEET NAME SCALE: 3" = I' O" q�gNiROw�c.. 03/24/2023 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 ION MODULE MANUFACTURER / TYPE SILFAB SOLAR SIL-400 HC+ JURISDICTION DEAD LOAD (PSF) RSI SOLAR MODULE WEIGHT (LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE 4.0 SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 1/2"PLYWOOD 1.7 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 HEREIN CONTAINED SHALL NOT BE USED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(PG) 36 WOOD TRUSS - TOP DEVELOPER,LLC NOR SHALL IT RE _ 5/16'X 3-I/2"ZINC PLATED STEEL LAG - FRAMING CHORD 2X4 @ 24 IN. 1.0 DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 O.C. -DF #2 @6 FT. OTHERS OUTSIDE RECIPIENTS MAX SPAN ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD (PSF) 0.8 WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD(PSF) 2.21 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) 6.7 // \ PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF (PSF) 7.5 STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR(Cr) = 1.0 TABLE 7.3-2 -i N , :CEP- MIN. ROOF SLOPE (DEG.) 25 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.3 _ - MEAN ROOF HEIGHT (FT.) 20 SLOPE FACTOR(Cs) = 1.0 FIG. 7.4-I ROOF LIVE LOAD< ROOF SNOW LOAD(PSF) 26.0 PORTRAIT ATT. SPACING (IN. 0.C.) 48 Ps (PSF) = 26 OK TOTAL LOAD(PSF) 36.8 wwsrru.Rnax SCORR GURNEY LANDSCAPE ATT. SPACING (IN. O.C.) 48 RPv-011771.015e6 E .3.17-2025 # OF ATTACHMENT POINTS 50 RAFTER/ TOP CHORD MEMBER PROPERIYES DF #2 - 2X4 MAX. POINT LOAD (LBS /ATT.) 14.6 SECTION MODULUS (S)(IN"3) 3.06 ION DEVELOPER,LLC MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 29.3 MOMENT OF INERTIA(I)(IN"4) 5.36 4801 N UNIVERSITY AVE#900 PROVO.UT TOTAL LOAD ON MEMBER(W)(PLF) 73.6 86604 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) MAX. MEMBER SPAN (L)(FT) 6 888.781.7074 DESIGN WIND PRESSURE (PSF) = P = OH(GCP)(YE)(YA) EON. 29.4-7 MODULUS OF ELASTICITY (E)(PSI) 1600000 DAVID STANLEY CONRAD VELOCITY PRESSURE (PSF) =OH =0.00256(KH)(KzT)(Ko)(KE)(V'2) EQN. 26.10-I SHEAR (Fv)(PSI) 180 C-ELECTRICAL CONTRACTOR TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-1 ARRAY EDGE FACTOR (yE) = 1 TABLE 26.13-I AREA(A)(IN"2) 5.25 CI524 TERRAIN EXPO. CONSTANT (ZB)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE)= 0.99 FIG. 29.4-8 VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-I EQN. 26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) TOPOGRAPHIC FACTOR (Kzr) = 1.0 EQN. 26.8-1 OH (PSF) = 13.96 BENDING (Fs)(PSI) 900 WIND DIRECTIONALITY FACTOR(KD) = 0.85 TABLE 26.6-I LOAD DURATION FACTOR (CD) 1.15 SIZE FACTOR(CF) 1.50 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 F-- GABLE ROOF 20° L-0S27°.. ..__._..-. _- ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS(PSI) 1785.4 O_ D RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS (PSI) = (wL"2)/(8(S)) 1297.4 O U j EXTERNAL PRESSURE COEFF. (GCP)_ -1.5 -2.5 -3.6 0.7 73% OK z ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 Q o N 64 TRIBUTARY AREA(SO. FT) = 12.6 12.6 9.4 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED I _I MAX. UPLIFT(0.60+0.6P)(LBS)= -103.5 -187.6 -210.1 ALLOWABLE DEFLECTION L/ 180 ZO 0 64 J Q 0.400 IN. Z C>` V C? RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. 0.C. ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) 0 Y Z Q Q SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 0.104 IN. I- V 0 0 - U W O ?� W EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 26% OK o< Ix = W Y U ASD PRESSURE (0.6P)(PSF) = -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK -LIVE LOAD CC Z 1- CO Q aD W ` TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L / 240 u_ = 0 0 W N ip Z CC -I(/) p Z U ND MAX. UPLIFT (0.6D+0.6P)(LBS) _ -56.1 -101.6 -113.8 0.3 IN. 0 CC (7 W co ROOF ATTACHMENT FASTENER CHECK ACTUAL MAX DEFLECTION (W)(L)"4 1 185(E)(I) Q �_ O O n ~ CLICKFIT L-FOOT-5/16"X 3-1/2'ZINC PLATED NDS 12.2 0.087 IN. m v . m STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 29% OK DRAWING BY LAG SCREW WITHDRAWAL DESIGN VALUE (LBS)=W = 1800(G"3/2)(D"3/4) 12.2.1 MAX SHEAR CHECK MARCUS ALVORD ROOF ATTACHMENT FASTENER (D) = 5/16 IN. LAG SCREW LUMBER SPECIFIC GRAVITY (G)= 0.5 TABLE 2.3.2 ALLOWABLE SHEAR Fv (A) FASTENER OTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE 12.3.3A 945 LBS. DATE FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 0 PROF. ACTUAL MAX SHEAR (w)(L)/2 23-MAR-2023 WITHDRAWAL.DESIGN VALUE(W)(LBS / IN.) = 266.0 .� Sf 221 LBS. LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 ��5 F,�G1Nff ��y 23% OK � MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND (LBS) OK PROJECT ID 950P 0090HV / r OREGON SHEET NAME 44941 11R 2 ck 03/24/2023 STRUCTURAL CALCS gNR016- SHEET NUMBER REVISOR EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-IF TYPE DESIGNATOR I/V TAG QTY SIZE-N TYPE DESIGNATOR I/V TAG QTY SIZE-N TYPE DESIGNATOR I/V TAG CITY SIZE-tl TYPE DESIGNATOR I/V 10 (1) 8AWG THHN/THWN-2,CU. BLACK(L1) 24.2AAC(MAX) 3 (2) 10 AWG THHN/THWN-2,CU. BLACK(L1) 12.1AAC(MAX) 2 (1) 10AWG 2C,NM-B W/G,CU. (L1,L2,EGC) 12.1AAC(MAX) 1 (1) 12 AWG 2C,TC-ER,CU. (L1,L2) 12.1AAC(MAX) ION (1) 8 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (2) 10 AWG THHN/THWN-2,CU. RED(12) 240 V AC FREE AIR 240 V AC (1) 6 AWG SOLID BARE CU. (EGC) 240 V AC (1) 10 AWG THHN/THWN-2,CU. WHITE(N) (1) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4 IN. EMT OR FREE AIR (RACEWAY) • (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4IN. EMT (RACEWAY) (1) 3/4IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR 11 (1) 8 AWG 3C,NM-B WIG,CU. (L1,L2,N,EGC) 24.2 A AC(MAX) 12 (1) 6 AWG 3C,SE-R W/G,CU. (L1,L2,N,GEC) 24,2 A AC(MAX) FREE AIR 240 V AC (FREE AIR) 240 V AC - CONFIDENTIAL-THE INFORMATION INTERIOR INTERIOR HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE 20)SILFAB SOLAR SIL-400 NC* PV MODULE ) LOSED IN WHOLE OR IN PAT- ELECTRICAL LINE DIAGRAM ULI 03 ISTED DISC OTHERS OUTSIDE RECIPIENTS TO ORGANIZATION, EXCEPT IN CONNECTION (E)UTILITY METER SUPPLY-SIDE SOURCE CONNECTION (20)ENPHASE 108PLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE 120/240V AC.60HZ, (E)200A MAIN SERVICE PANEL MAIN SERVICE PANEL SERVICE ENTRANCE CONDUCTOR (N)ENPHASE IQ COMBINER 4 ( -FOR JUNCTION BOX UL 1741 LISTED RESPECTIVE EQUIPMENT,WITHOUT THE (OPTIONALWRITTEN PERMISSION OF ION DEVELOPER, SINGLE PHASE (E)50A/2P MAIN DISCONNECT TAP(NEC 250.82,NEC 705,NEC 230.46) (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. (N)PV AC DISCONNECT - 5 r LOAD CENTER TYPE (N)2OA/2P (I) 1 ,, 60A,240V,2P -- „ n "-l — CIRCUIT /�I�� LOCKABLE,VISIBLE OPEN - - \ N OF IO ����� III��� I (E)50A/2P SERVICE RATED ® we I MODULES A'INTEGRATED _T 1 V :CEP15A ` TO ID MAX (N)LOA/2P TO ID ENVOY "��O (E)LOADS GATEWAY 0(0--ON � (V)JUNCTION BOX sW11wQ1R1EY 6RY .#119-01566 (E)LOADS . 9la-0402S (N)20A/ZP (I) ®® L. L • L n L, A CIRCUIT ILE ION DEVELOPER.LLC " L__��� — �N - ' " L2 \ sr. OF 10 4801 N UNIVERSITY AVE*900 PROVO, UT ®�• o- Me 'ccc E« 1 I MODULES �� ` 84604 G ,/ U 888.781.7074 UNDERGROUND E SERVICE LATERAL ® DAVID STANLEY CONRAD �.:,�ELE b o 0 L, n cz (N)GEC PERMITTED TO C -ELECTRICAL CONTRACTOR C1524 °E- RUN SEPARATELY OUTSIDE RACEWAY IF SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE. ELECTRODE [NEC 250.64(B)] SYSTEM H- OS O 0 j p 2 1 Z 1 a o NJ z �_2 �I - (" a Z = P -I U 0 [ a o 6 w z Q co I ELECTRICAL LINE DIAGRAM NOTES a o 0 0 p Y Z co 00 W < u_ = 0 U a �In Z_ L V) p _IZ U H) W Q CD sOO Q W H- r, C9 O O (n co F- CV v CO DRAWING BY MARCUS ALVORD DATE 23-MAR-2023 PROJECT ID 0090HV SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 20 X 298 W = 5.96 KW AC 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 (I) JUNCTION BOX TO COMBINER BOX (3) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.1 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT - 12.1 A AC JURISDICTION CITY OF TIGARD CONDUCTOR SIZE / INSULATION / TYPE = 12 AWG 2C, TC-ER, CU. CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. WEATHER STATION PORTLAND HILLSBORO CONDUCTOR AMP. RATING @ 90°C = 30 A CONDUCTOR AMP. RATING @75°C = 30 A ASHRAE EXTREME LOW TEMP (°C) -8 ASHRAE 0.4%HIGH TEMP (°C) 37 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% MAX INVERTER OUTPUT CURRENT XI25%=15.0 A AC MAX INVERTER OUTPUT CURRENT X125%=15.0 A AC CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-400 HC+ PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER.LLC NOR SHALL IT BE RATED POWER (PMAX) (W) 400 AMB. TEMP. AMP. CORRECTION = 0.91 AMB. TEMP. AMP. CORRECTION = 0.88 DISCLOSED IN WHOLE OR IN PART TO MAXIMUM POWER VOLTAGE (VMP) 36.05 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 OTHERS OUTSIDE RECIPIENTS MAXIMUM POWER CURRENT (IMP) 11.1 ADJUSTED CONDUCTOR AMPACITY (A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 21.12 A AC ORGANIZATION.EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE OPEN CIRCUIT VOLTAGE (VOC) 43.02 RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 15.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)OR(8)(2) = 15.0 < 21.1 WRITTEN PERMISSION OF ION DEVELOPER, PMP/VMP TEMP. COEFFICIENT -0.36 LLC. (B)(I)-W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS VOC TEMP. COEFFICIENT -0.28 LARGER AMPACITY COMPLIANCE = 30.0 > 15.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 15.0 OK SERIES FUSE RATING 40 ���rI V 4 ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/41N. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/41N. EMT CONDUCTOR(S) / CABLE(S) CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA .N i :CEP - ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142IN.2 (IN."2) = 0.106IN."2 - CROSS-SECTIONAL AREA OF RACEWAY(IN.'2) = 0.533 IN.2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 INVERTER SPECIFICATIONS ENPHASE 108PLUS-72-2-US %ALLOWABLE RACEWAY FILL(NEC CH. 9, TBL 1) = 53% > 27% OK %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 20% OK TYPE MICROINVERTER NOTT wnsr N I '. 9WRAQ MINIM MAX. OR RECOMMENDED MODULE POWER(W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) EXP. 711312191 MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.1 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 24.2 A AC ION DEVELOPER,LLC MINIMUM START VOLTAGE (V) 30 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, CU. CONDUCTOR SIZE / INSULATION / TYPE = 8 AWG THHN / THWN-2. CU. 4801 N UNIVERSITY AVE #900 PROVO,UT MAXIMUM START VOLTAGE(V) 58 CONDUCTOR AMP. RATING @60°C = 30 A CONDUCTOR AMP. RATING @75°C = 50 A 84604 MAXIMUM INPUT CURRENT (ISC) (A) 15 888.781.7074 MAX CONTINUOUS OUTPUT POWER (VA) 290 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PER NEC 690.B(B)(I)(W/OUT CORRECTION FACTORS) MAX COMBINED INVERTER CONTINUOUS OUTPUT DAVID STANLEY CONRAD MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX INVERTER OUTPUT CURRENT XI25%=I5.0 A AC CURRENT X125% =30.0 A AC C-ELECTRICAL CONTRACTOR NOMINAL (L-L)OUTPUT VOLTAGE 240 c1524 CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) - AMB. TEMP. AMP. CORRECTION = 0.82 AMB. TEMP. AMP. CORRECTION = 0.88 SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 10 IO ADJUSTED CONDUCTOR AMPACITY (A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 44 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 4000 4000 TOTAL MODULE QUANTITY 20 PV MODULES LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 15.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 30.0 < 44.0 H STC DC-POWER RATING OF ARRAY 8000W.DC (B)(I) -W/OUT CORRECTION FACTORS (B)(I) - W/OUT CORRECTION FACTORS CC INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 12.1 LARGER AMPACITY COMPLIANCE = 30.0 > 15.0 OK LARGER AMPACITY COMPLIANCE = 50.0 > 30.0 OK 0 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.13 15.13 U U D CIRCUIT OCPD RATING (A) 20 20 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT 0 = CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA ZQ O NI COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 24.2A AC (IN."2) = 0.146IN."2 J A. J N- PV POWER PRODUCTION SYSTEM OCPD RATING = N J N Lj (X125%) 40A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 0 CJ r 0) _J ai MAX. ARRAY STC-AC POWER(W) 5800W AC (STC) %ALLOWABLE RACEWAY. ILL (NEC CH. 9. TBL I) = 40% > 27% OK Z O U D' o Q MAX. ARRAY CEC-AC POWER (W) 7135W AC (CEC) O U W O Q 0 U AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE G �0 3 U u) LLI U co VRISE SEC. I (MICRO TO JBOX)" 28.8 12 CU. 1.4 241.4 0.58% EY W I m ILI Q Li 1 -- VRISE SEC. 2 (JBOX TO COMBINER BOX) 60 10 Cu. 1.7 241.7 0.73% U_ _ =O O U a to VRISE SEC. 3 (COMBINER BOX TO P01) 20 8 Cu. 0.8 240.8 0.31% Z CC (I) _1 w 0 n TOTAL VRISE 3.9 243.9 1.62% OK LLi 0 0 su " 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. H Q N. 0 0 0 3 w CO LC) I- v Ni W DRAWING BY MARCUS ALVORD DATE 23-MAR-2023 PROJECT ID 0090HV SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 I PHOTOVOLTAIC SYSTEM A [NEC 690.54, NEC 690.13(B)] R,LI.RID SHUTDOWN F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT / .;W:Tv1"1 I '0I-; DISCONNECT SWITCH [NEC 690.56(C)]. RATEDACOU1PUfCURRENT 24.2A SOLAR PV SYSTEM NOMMNLOPERATNGACVOLTAGE 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 WARNING DEVELOPER,LLC NOR SHALL IT BE [ .•!-1, `I, V B TERMINALS OF THE DISCONNECTING MEANS TURN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. roSWITCH TO THE PP POSMON TO 690.56(C)] OTHERS OUTSIDE RECIPIENTS [NEC 690.13(B), NEC 705.22] SHUT PVSYSTEM ORGANIZATION,EXCEPT IN CONNECTION M TERMINALS ON THEUNEAND AND REDUCE WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED sHWfHmRD MAI RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION .,. ._IN ME ARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT FirilIA PATERMMAIANENTNSERVICE DIRECTOEQUIRYPM TO BEENT LOCATEDDENOTING -A WARNING DEVICES IN CIRCUTS SUPPLYING POWER TO A 1 v THE LOCATION OF THE PV RAPID N t B :CEP' - - - BUSBAR OR CONDUCTOR SUPPLIED FROM POWER io THIS swLDlr+c3 Is ALSO sucrum SHUTDOWN SYSTEM DISCONNECTING DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROOF MOUNT®SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT ► - SOURCES:UTILITYGRIDAND AR ARRAY RAPID DISCONNECT DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM IS LOCATED GROUPED AND WITHIN LINE OF SITE OF wsaTiuunos.-,- MAIN SERVICE DISCONNECTING MEANS. NOTTAwxraY rPY°1f1D9m!! [NEC 705.10, NEC 690.56(0(I)) MS-17 ON ION DEVELOPER,LLC Wto p ARNA' PLACED ADJACENT TO PV SYSTEM PLUG-IN IN D4801 N UNIVERSITY AVE n900 PROVO,UT TYPE BREAKER TO A BUSBAR FORA LOAD 84604 SIDE CONNECTION. [NEC 705.12(B)(3)(2)] -- _, PERMANENT DIRECTORY TO BE LOCATED POWER SOURCE ©WARNING I AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 I OUTPUT CONNECTION POWER TOTRISBUILDING IS ALSO SWITCH DENOTING THE LOCATION OF I DO NOT RELOCATE THIS THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE SUPPLIED FROM MAIN DISTRIBUTION THE ARRAY RAPID SHUT DOWN C -ELECTRICAL CONTRACTOR UT1UTY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN ---- SERVICE DISCONNECTING MEANS. [NEC 705.10] ❑U E H © ao as D 0(E)UTILITY METER -F120/240V AC, 60HZ, G B © EV = SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX Z O N J J 1 N- L ) , E I N chU L, —_ Z — n ( D Q I. (N)PV AC DISCONNECT _ - p O Z Q o�D ai I- U W O J O V Q W O W CJ 0 PV SYSTEM O = CD O Q co = 0.�, DISCONNECT(S)TO Z O J Z U M dud PV INVERTER OUTPUT CIRCUIT(S) 0 Cl 1— ct< 0 o o Y N. x ix Lz °mmO N N n I. N m �, H- .� to NEC �-A - FCC -- - - DRAWING BY MARCUS ALVORD DATE 23-MAR-2023 1 CI-=I PROJECT ID OO9OHV 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 li' (3MM). SHEET NUMBER REVISON E-9 0