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Plans (3) . E 944 I AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS �' T! - - - ---- - - GOVERNING CODES a �: I. ALL WORK SHALL COMPLY WITH: 3 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) ION , 2022 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 3 :."` '7'r A$1. ' 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) ¢ ;�„ y ,.; ,_ i 2018 INTERNATIONAL FIRE CODE(IFC) ° _ r y. a 2021 OREGON PLUMBING SPECIALTY CODE { CONFIDENTIAL-THE INFORMATION` - r ;'` t ` AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED I 1 '.- '� : 4 { - il FOR THE BENEFIT OF ANYONE EXCEPT ION ( DEVELOPER,LLC NOR SHALL IT BE k 3SITE CLASSIFICATION NOTES,OSHA REGULATION DISCLOSED IN WHOLE OR IN PART 70 '. ` se OCCUPANCY CLASS: SFRpprOved p�alr , OTHERS OUTSIDE RECIPIENTS CONSTRUCTION CLASS: V-B �, �r ORGANIZATION,EXCEPT IN CONNECTION '''' ' -tl, ;NJ, L '', : ii ,jWITH THE SALE AND USE OF THE ZONING TYPE: RESIDENTIAL be on job S #: - RESPECTIVE EQUIPMENT,WITHOUT THE - ') WRITTEN PERMISSION OF ION DEVELOPER, _ I. LLC.' ,b �` `` -, f I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. f z _ _,., _ THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE j 2 . -7.,..; - .' '" /`. ONTO NEARBY PROPERTIES OR ROADWAYS. 1111 '£" �` 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER /�►\� _, 111 °4 j 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 4. JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY OESC 690.34 -.N : t �F-+� 4t ELECTRICAL CRITERIA,NOTES :CEP /- \ - TEMPERATURE SOURCE: ASHRAE OFFICE COPY w,. ,. """" _ WEATHER STATION: PORTLAND HILLSBORO °VTR' '-''" SCOTTA GURAEr R T, EXTREME MIN. TEMPERATURE: -8 ypvglinygmss6 4 ASHRAE 0.4%HIGH TEMP: 37 ay.}v-ems 0 414 ''. Ok• i ON DEVELOPER,LLC ' - VZ�s � I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 # w flik „, 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 888.781.7074 " fr 4v 'zg y �, ..; ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. ,. -` �„ - - 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703,IEC61646, IEC61730. 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 ..;- ` ,., 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL p' - - - `'- 4t BE PROVIDED AS PER SECTION[NEC 110.261. 1Ie i :!:1CIS - * _ STRUCTURAL CRITERIA,NOTES 7-� T j "'` �♦ - -`� .± -" `;- ".,.,4,;.;:. DESIGN LOAD STANDARD: ASCE 7-16 R-E� II~-� ' :. FOR. CODE COMPLIANC.0 00 � _ WIND EXPOSURE CATEGORY: B A / # f ` WIND SPEED(3-SEC GUST): 96 MPH Ai-moved: `/�,j W + 44,,,r, r - (_ > GROUND SNOW LOAD: 36 PSF OTC: U - ,,,,',.:,:k.,, - ,y DESIGN ROOF SNOW LOAD: 26 PSF l..° [ Z = , Zr::;:, - 3' SEISMIC DESIGN CATEGORY: D W W N }�° y �„ - ,,: - , SEISMIC RISK FACTOR: II I�C°2'Iillt#: � `'�Z3 �� L 8 w .77111 0 1 ^ Q sui F- U co s' . State Z Z W I `. o O Z Q �o w ui L By: Date: S/ 1 z cn o o uj 0' U �:_ I, , . ;, W oC5 LL ar z Q CO E O L' W W c0 LU SCOPE OF WORK z SHEET LIST sO I- Z so O CT/ ::.'I' DRAWING By INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET S-3 ROOF PLAN \t �LED PROFFss MARCUS ALVORD 9.6 KW DC & 6.96 KW AC PHOTOVOLTAIC SOLAR ARRAY S-4 STRUCTURAL DETAILS � �G i N£F /o S-5 STRUCTURAL CALCULATIONS & NOTES 4v �' y DATE PV MODULES: (24) SILFAB SIL-400 HC+ E 6 ELECTRICAL DETAILS (LINE DIAGRAM) VALr[�rty OF PERMIT 9 950P `- 05-MAY-2023 INVERTER(S): (24) ENPHASE SOLAR SIS-400 US E-7 ELECTRICAL CALCULATIONS & NOTES E-9 ELECTRICAL LABELS & LOCATIONS THE ISSUANCE OFA PERMIT OREGON PROJECT ID BASED ON CONSTRUCTION ✓ ti 009H7H ROOF TYPE: COMPOSITION SHINGLE I LAYER(S) DOCUMENTS AND OTHER .. qN 11, 2.Z1' --1 PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT DA A SHALL NOT PREVENT qN ROw�F, 05/05/2023 SHEET NAME THE CODE OFFICIAL FROM COVER SHEET REQUIRING THE CORRECT'ON EXPIRES:12/31/24 OF ERRORS, ORSC 105.4 SHEET NUMBER REVISON G-1 A SITE NOTES: --*--- 3'-0" 2'- -�I I--- �- 3'_0„ FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE A REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO c) (M) GREATER THAN 24" ON CENTER IN ANY DIRECTION ++++++ + n� 0 } - + + _l_ i 0 N WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, 3'-O° + + + + AINf+++++_*+*+++++++++*+* 3'-0" EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 + + + + + + + + + i • JUNCTION BOXES UNDER PV ARRAY SHALL BE +++++++ +. a INSTALLED TO BE CONSIDERED ACCESSIBLE BY RS� ++++ + �* ' OESC 690.34 + + + + + CONFIDENTIAL-THE INFORMATION + + + + - HEREIN CONTAINED SHALL NOT BE USED FOR ANY METER UPGRADES, ENSURE THAT THE + + + + + FOR THE BENEFIT OF ANYONE EXCEPT ION �� + + + + - + + + + • DEVELOPER,LLC NOR SHALL IT BE UTILITY METER IS LOCATED WITHIN 10FT OF THE + + + DISCLOSED IN WHOLE OR IN PART TO FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A + + + + + OTHERS OUTSIDE RECIPIENTS I. + + + + • ORGANIZATION,EXCEPT IN CONNECTION 3,_0, f+ +++++++++LABEL SHOWING THE DISTANCE FROM THE FRONT WITH THE SALE AND USE OF THE CORNER OF THE HOUSE. t++ ++ (N) +++++++++- ® RESPECTIVE EQUIPMENT,WITHOUT THE + + JBOX + + + + + WRITTEN PERMISSION OF ION DEVELOPER, + + + + + + LLC. + + + + + + + + + + + + + • + + + + + + + LLI J".`1 + + + + + + D + + + + + + z + f + + ++ -,N :CEP ++ +++++++++ (N) � 0 w + + + + + JBOX + + + + , Q + + + + + + + + + + SCOTA GURNEY + + MPY-0117719.01516 + + + W.}17-NOES + + + CO ++f+++++ ION DEVELOPER,LLC + + + + + 4801 N UNIVERSITY AVE#900 PROVO,UT + + + + 84604 888.781.7074 I—LLI + + + + ++ + + + 0 Li] + + + + + + + + + DAVID STANLEY CONRAD _ +++++++++ C-ELECTRICAL CONTRACTOR C1524 + + + + + + +I'} t t t t t f LJ,- FS 0 D /+t+ h ++ 3'+ + + + + + 4. + 0 +++++ + + + + + + +++++. I— + + + + + + + + + + + + z cn -.� + + + + + r + + + + + + + + + + + + 4 + + 0 ^ + + + + • 0 LJL + + + + . LL _ + + * + + RS2 RS3 + + + + a ++ + + ++ - w ((/)+ * + + 4 + + 0 / NO Cj+ + + + 1 U > Q+ + + + + H Q 1J80X1 ++++4++++ Dtg + + + + , (N)+ + i + fJBOX® �p PROFF ( dQ+ + + + - �� $ o w+ + + + + a YGI Nee s�p'L o z+ f * +. ® ® C�) (s, �� � F- zwo o � 0El + + + + + i + + + + + - 9 950P r aa 0 so a w N+ + + + + + + 4 + + + + a + + + + + + + 3'-0" + + + + + + + + + + i + + + + + + + + + + Z+ + + + + + + + + + i + + + + + + + + + + Q w Q () w'- + a i a a a a _ a a a + + + a 3'-0" --.-- 4741 11, 2y qNROW\' c. 05/05/2023 ~ w _ C F/5 --) _ i= N N � �. � y f" 3'-0" EXPIRES:12/31/24 DRAWING BY MARCUS ALVORD SCALE: 1/8" = I'-0" o . —4 8' 5 DATE 05-MAY-2023 SYSTEM LEGEND (N) (N) PV COMBINER PANEL (N) — _ c deox (N)JUNCTION BOX s# SUNEYE LOCATION ROOF SECTION ROOF PV MODULE PROJECT ID SECTION QTY AZIMUTH PITCH TSRF r g (E) UTILITY METER/ CRITERIA AND 009H7H (N) (N) PV LOAD CENTER (N) (N)AC DISCONNECT RSI 3 270 29 76% i MAIN SERVICE PANEL ACD FIRE SETBACK SPECIFICATIONS RS2 19 90 29 75% SHEET NAME Llig (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) r'•. RS3 2 270 29 71% (E)MAI (E)MAIN SERVICE PANEL r(N)1 (N)PV PRODUCTION D� �P i METER AC (N)MICROINVERTER (N)PV MODULE0 ROOF PLAN SUB (E) SUBPANEL (N) (N)DC DC / STRING SOD (N)DC DISCONNECT SHEET NUMBER REVISON I INVERTER S-3 A I RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV MODULE PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION I' T I 1 1 ION 1 } 11 i RACKING TYPE' RAIL X-SPACING P-XI 48 IN. O.C. MAX. PORTRAIT STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. ORIENTATION STANDOFF TYPE: L-FOOT&FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN. MAX. 5/16"X 3-I/2"ZINC PLATED PV ARRAY DETAIL, FRONT VIEW —P-X2— P-XI FASTENER: STEEL LAG SCREW Y-CANTILEVER P-Y2 15 IN. MIN. -17 IN. MAX. CONFIDENTIAL-THE INFORMATION t SCALE: 3/8" = I'-0" HEREIN CONTAINED SHALL NOT BE USED J pq LANDSCAPE STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION - - - �- - +,r _ _ .. IT -. FOR THE BENEFIT OF ANYONE EXCEPT ION ® M ORIENTATION DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. C1 DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: LUMBER X-CANTILEVER L-X2 16 IN. MAX. r —L-X2 L-XI OTHERS OUTSIDE RECIPIENTS VAULTED-CONVENTIONAL ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE STRUCTURE TYPE: FRAMING Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SIZE: 2x4 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 ORIENTATION LLC. ARRAY PARAMETERS P-Y2 -tag.. TOTAL ROOF AREA(SQ. FT.) 1734 ,"■a` TOTAL PV MODULE AREA(SQ. FT.) 511.2 r :CEP b PV MODULE ROOF COVERAGE 29% AL-Y2 f LANDSCAPE ► . ,,,,„„, ORIENTATION PYI "• wwsrSCOTT vonA.ms•as ea EXP.3-17-mu PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = I'-0" 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 Oil 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 CI524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. PV MODULE D 0 Z = , w w 0 N U ✓ U_ > 0 Q I— Q M N N J H U • CLICKFIT RAIL J ao �^ J N z z ^ � � 6 - CLICKFIT L-FOOT a ct o CO uJ uui■ PR Ores co o h< Q N = U •O QED OFF z Q o o z i •,�, (E) COMP SHINGLE \���' G NF `rS/� w z o Q <n w i �` ' - , ROOF MEMBRANE �� �''* F� 9 I— W O N 4 ck- 9 950P ( — ~ a DRAWING BY COMP SHINGLE FLASHING MARCUS ALVORD OREGON 22" MIN. `/qN 11 2��;L DATE DEPTH 5/16" ZINC PLATED STEEL q4 icy 05/05/2023 05-MAY-2023 LAG SCREW WITH 2-1/2" qN RO`N\- MIN. EMBEDMENT IN TO (E) ROOF RAFTER EXPIRES:12/31/24 PROJECT ID 009H7H • CDSTANDOFF DETAIL SHEET NAME SCALE: 3" = I' 0" STRUCTURAL DETAILS SHEET NUMBER REVISON S-4 A PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV SYSTEM EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD / FRAMING CALCULATIONS MODULE MANUFACTURER/ TYPE SILFAB SOLAR SIL-400 HC+ SOLAR MODULE WEIGHT (LBS) JURISDICTION DEAD LOAD (PSF) RSI RS2 I 0 N 47 OREGON CITY OF TIGARD ROOF MEMBRANE COMPOSITION 4 0 COMPOSITION 4.0 SOLAR MODULE LENGTH (IN.) 75.3 STATE SHINGLE SOLAR MODULE WIDTH (IN.) SHINGLE 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING LUMBER 2.3 LUMBER 2.3 SOLAR MODULE AREA (SQ. FT) 21.3 OCCUPANCY / RISK CATEGORY II PITCH (DEG) 29 29 VAULTED - CONFIDENTIAL-THE INFORMATION CONVENTIONAL HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION FRAMING - DEVELOPER,LLC NOR SHALL IT BE RAFTER 2X4 @ 4.0 DISCLOSED IN WHOLE OR IN PART TO 24 IN. O.C. - OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION PV RACKING VAULTED - DF #2 @6 FT. WITH THE SALE AND USE OF THE ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH (3-SEC GUST)) 96 MAX SPAN RESPECTIVE EQUIPMENT,WITHOUT THE PV RACKING TYPE RAIL CONVENTIONAL WRITTEN PERMISSION OF ION DEVELOPER, WIND EXPOSURE CATEGORY B FRAMING - LLC" PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF) (PG) 36 FRAMING RAFTER 2X4 @ 4.0 5/16"X 3-1/2"ZINC PLATED STEEL LAG 24 IN. O.C. DF ,..drAk` PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 #2 @6 FT. MAX /I��ti RACKING DEAD LOAD (PSF) 0.8 (` [� SPAN ��I V ::CEP SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 _��� SLOPED ROOF SNOW LOAD (PSF) EON. 7.4-I PV8J5'fMlA7Nd1 . SCO T A GURNEY YPV-0117719-01586 = Ps =(CS)(0.7)(Ce)(CT)(I5)(Pc) Ov.3-17-1025 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) ION DEVELOPER,LLC STRUCTURE TYPE -ROOF SHAPE INHABITED - GABLE / FLAT ROOF 0.3 0.3 THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) II 9 11.9 4801 N UNIVERSITY AVE#900 PROVO,UT MIN. ROOF SLOPE (DEG.) 29 IMPORTANCE FACTOR (Is) = 1.0 TABLE 1.5-2 84604 MEAN ROOF HEIGHT (FT.) SLOPE FACTOR(Cs) = 0 FIG. 7.4-I PV ARRAY ADJ. TO ROOF SLOPE (PSF) 888.781.7074 PORTRAIT ATE. SPACING (IN. O.C.) 48 3.5 3.5 Ps (PSF) = 26 OK ROOF LIVE LOAD< ROOF SNOW LOAD(PSF) 26.0 26.0 DAVID STANLEY CONRAD LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 41.3 41,3 C-ELECTRICAL CONTRACTOR # OF ATTACHMENT POINTS 67 MAX. POINT LOAD (LBS /ATT.) 13.1 C1524 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 13.1 RAFTER/TOP CHORD MEMBER PROPERITES DF #2 -2x4 DF #2 -2x4 SECTION MODULUS (S)(IN"3) 3.06 3.06 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS MOMENT OF INERTIA(I)(IN"4) 5.36 5.36 ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W)(PLF) 82.6 82.6 DESIGN WIND PRESSURE (PSF) =P = aH(GCP)(YE)(YA) EQN. 29.4-7 MAX. MEMBER SPAN VELOCITY PRESSURE (PSF) =OH = 0.00256(KH)(KZT)(KD)(KE)(V"2) (L)(FT) 6 6 EQN. 26.10-I MODULUS OF ELASTICITY (E)(PSI) 1600000 1600000 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-1 ARRAY EDGE FACTOR (YE) = 1 TABLE 26.13-1 SHEAR (Fv) (PSI)TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-1 GROUND ELEVATION FACTOR (KB) = 0.99 FIG. 29.4-8 AREA(A) (IN"2) 5.25 5.25 L.LJU VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10 I EQN. 26.10-I z = TOPOGRAPHIC FACTOR (KzT) = 1.0 EON. 26.8-I OH (PSF) = 13.96 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) _U > O p N N U WIND DIRECTIONALITY FACTOR(KD) = 0.85 TABLE 26.6-1 BENDING (FB)(PSI) 900 900 Q Q LOAD DURATION FACTOR (CD) 1.15 1.15 N H N J 1 U-- U UPLIFT DOWNWARD SIZE FACTOR(CF) 1.50 1.50 z co N -I co Q GABLE ROOF 27° < 0 545° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2D REPETITIVE MEMBER FACTOR(CR) Cr RAIL -PORTRAIT MODULE ORIENTATION 15 I.IS 0 0 z Q 0- Y W 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ALLOWABLE BENDING STRESS (PSI) 1785.4 1785.4 Q Z W O JO C3 U SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 Q UJ O W EXTERNAL PRESSURE COEFF. (GCP) _ -1.8 -2.0 3 2 0.9 c'�E-0 PROFF�, z N � E\ S'0 ACTUAL BENDING STRESS (PSI) = (wL"2)/(8(S)) 1457.2 1457.2 CC m H O Q 2 U ASD PRESSURE (0.6P)(PSF) = -12.06 -13.40 -21.44 16.75 �v\ ��G I N �.� 82% OK 82% OK u_ ccs D J a_ p Lo Lu co TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 • 9 950P r z z oo cn z MAX. UPLIFT (0.6D+0.6P)(LBS) = -128.7 45.6 -184.9 MAX DEFLECTION CHECK- TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED uJLij o Q .. .. Y fn OREGON ALLOWABLE DEFLECTION L / 240 L / 240 -) = I- N Q. RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. v SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.300 0.300 IN. DRAWING BY 0.80 0.80 o.aa 0.80 '�q ti� EXTERNAL PRESSURE COEFF. (GCP) = N /1 2� ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(1) (W)(L)"4/ 185(E)(I)1.8 -2.0 -3.2 0.9 44 F., 05 05 2023 MARCUS ALVORD ASD PRESSURE (0.6P)(PSF) _ -12.06 -13.40 -21.44 16.75 qN ROWS / / 0.117 IN. 0.117 IN. 39% OK 39% OK DATE TRIBUTARY AREA (SQ. FT) = 6.80 6.80 5.10 EXPIRES:12/31/24 MAX DEFLECTION CHECK -LIVE LOAD MAX. UPLIFT (0.6D+0.6P) (LBS) = -69.8 -78.9 -100.2 05 MAY 2023 ALLOWABLE DEFLECTION L/240 L/240 ROOF ATTACHMENT FASTENER CHECK 0•3 IN. 0.3 PROJECT ID CLICKFIT L-FOOT-5/I6"X 3-1/2"ZINC PLATED NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(1) (W)(L)"4/ 185(E)(I) 009H7H STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = 1800(G"3/2)(D"3/4) 0.100 N. 0.100 IN. 12.2.1 33% OK 33% OK SHEET NAME ROOF ATTACHMENT FASTENER (D) = 5/16 IN. LAG SCREW LUMBER SPECIFIC GRAVITY (G)= 0.5 TABLE 2.3.2 MAX SHEAR CHECK STRUCTURAL CALCS FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE 12.3.3A ALLOWABLE SHEAR Fv(A) Fv(A) LBS LBS SHEET NUMBER REVISON FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 S-5 A • WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 945 • 945 LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 248 LBS. 248 LBS. CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG OTV SIZE-# TYPE DESIGNATOR I/V 10 (1) 8 AWG THHN/THWN-2,CU. BLACK(L1) 29.04AACAG QTY SIZE-# TYPE DESIGNATOR /V TAG QTY SIZE-# TYPE DESIGNATOR I/V (MAX)( ) 3 (2) 10 AWG THHN/THWN-2,CU. BLACK(L1) 14.52 A AC(MAX) 2 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 14.52 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,Cu.(1) 8 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (2) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (L1,L2) 14.5220 A AC(MAX) (1) 10 AWG THHN/THWN-2,CU. WHITE(N) (1) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (1) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (1) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3 AWG SOLID RARE E A. (RAC) 240 V AC (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/41N. EMT (RACEWAY) (1) 3/41N. EMT (1) 3/41N. EMT OR FREE AIR (RACEWAY) (1) 3/4 IN. EMT (RACEWAY) EXTERIOR RACEWAY I 0 14 11 (1) 8 AWG 3C,NM-B W/G,Cu. (L1,L2,N,EGC) 29.04 A AC2 EXTERIOR EXTERIOR (MAX)( ) (1) 6 AWG 3C,SE-R W/G,CU. (Ll,L2,N,GEC) 29.04 A AC(MAX) EXTERIOR FREE AIR 240 V AC (FREE AIR) 240 V AC INTERIOR CONFIDENTIAL-THE INFORMATION INTERIOR HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION ECTRICAL LINE DIAGRAM (24)SILFAB SOLAR sIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLENO OSHIN AL I L TBE TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION SUPPLY-SIDE SOURCE CONNECTION (E)I25A MAIN SERVI PANEL MAIN SERVICE PANEL SERVICE ENTRANCE CONDUCTOR (N)JUNCTION BOX (24)ENPHASE IQSPLUS-72-2-US MICROINVERTER(S)[240V) WITH THE SALE AND USE OF THE (E)125A/2P MAIN DISCONNECT TAP(NEC 230.82,NEC 705,NEC 230.46) (N)ENPHASE IQ COMBINER 4 (OPTIONAL-FOR UL 1741 LISTED RESPECTIVE EQUIPMENT,WITHOUT THE u Lz (N)PV AC DISCONNECT (PV CIRCUITS ONLY) WRITTEN PERMISSION OF ION DEVELOPER, CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. OVERHEAD , p LOAD CENTER TYPE (N)20A/2P (I) SERVICE DROP " 60A,240V,2P L A + —\ LOCKABLE,VISIBLE OPEN ,L,1 I1—\ + CIRCUIT — fIM\� (E)I25A/2P SERVICE RATED OF 12 �j,■„ INTEGRATED E"I --�—Fc I I MODULES p (E)LOADS (N)40A/2P I5A/2P MAX J ��.� ► II E� Ps ® © • o— TO IQ ENVOY GATEWAY (E)LOADS — 0 (N)JUNCTION BOX 0 w#IS'fAllMtox �_ 1AaRR .3 1 �z �z (N)20A/2P (I) E7o.}i7•�a25 LI N; �E��._ N ecc, o Fz �z \ CIRCUIT If� ■�� ION DEVELOPER,LLC 1f OF 12 4801 N UNIVERSITY AVE#900 PROVO,UT ig O MB, c na G [GC �_EL MODULES 84604 G J 888.781.7074 eLE 0 0 (E)UTILITY METER c__ (N)GEC PERMITTED TO 3 0 0 C D ELECTRICAL ICAL CONTRACTOR RUN SEPARATELY 120/240V AC,60HZ, I OUTSIDE RACEWAY IF C1524 SINGLE PHASE SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDINe DAMAGE. A ELECTRODE [NEC 250.64(B)] SYSTEM W + V)D U Z = I W W O CV U > CD N U I- < to -4 N. a In = (V J N U _I00 <n - 0 Q ELECTRICAL LINE DIAGRAM NOTES _o Z ^H Q �os � F- z N 0 p - ,C) U Q Q W 0 CO L11 °` E ix W so CC m = X D] Q CV WO aC5 I- O L = U .p to_I Z (n W apz LL ZoQ .-. Y I— W .p U -...1" --t ,D E- 1-7- DRAWING BY MARCUS ALVORD DATE 05-MAY-2023 PROJECT ID 009H7H SHEET NAME ELEC. LINE DIAG. ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 24 X 298 W = 7.152 KW AC SHEET NUMBER REVISON E-6 A PV'SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY/ CONDUCTOR CALCULATIONS TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX (I) STATE OREGON JUNCTION BOX TO COMBINER BOX (3) ION JURISDICTION MAX INVERTER OUTPUT CIRCUIT CURRENT = 14.5 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 14.5 A AC CITY OF TIGARD CONDUCTOR SIZE / INSULATION / TYPE = 12 AWG 2C, TC ER, CU. WEATHER STATION PORTLAND HILLSBORO CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. CONDUCTOR AMP. RATING @ 90°C = 30 A CONDUCTOR AMP. RATING @75°C = 35 A ASHRAE EXTREME LOW TEMP(°C) -8 ASHRAE 0.4%HIGH TEMP (°C) 37 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) DESIGNED MAX. SYSTEM VDROP / VRISE 4,ppo/ PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) MAX INVERTER OUTPUT CURRENT X125%=18.0 A AC MAX INVERTER OUTPUT CURRENT X125%=18.0 A AC PV MODULE SPECIFICATIONS CONFIDENTIAL-THE INFORMATION SILFAB SOLAR SIL-400 HC+ PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) HEREIN CONTAINED SHALL NOT BE USED RATED POWER (PMAX) (W) 400 PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) FOR THE BENEFIT OF ANYONE EXCEPT ION MAXIMUM POWER VOLTAGE (VMP) AMB. TEMP. AMP. CORRECTION = 0.91 AMB. TEMP. AMP. CORRECTION = 0.88 DEVELOPER,LLC NOR SHALL IT BE 36.05 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 DISCLOSED IN WHOLE OR IN PART TO MAXIMUM POWER CURRENT (IMP) I # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 OTHERS OUTSIDE RECIPIENTS OPEN CIRCUIT VOLTAGE (VOC) ADJUSTED CONDUCTOR AMPACITY (A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 24.64 A AC 43.02 ORGANIZATION,EXCEPT IN CONNECTION SHORT CIRCUIT CURRENT (ISC) 11.58 WITH THE SALE AND USE OF THE PMP/VMP TEMP. COEFFICIENT LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 18.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 18.0 < 24.6 RESPECTIVE EQUIPMENT,WITHOUT THE V000.36 (B)(I) -W/OUT CORRECTION FACTORS WRITTEN PERMISSION LL OF ION DEVELOPER, SERIES TEMP. COEFFICIENT 0 28 (B)(I)- W/OUT CORRECTION FACTORS LLC. FUSE RATING LARGER AMPACITY COMPLIANCE = 30.0 > 18.0 OK 20LARGER AMPACITY COMPLIANCE = 35.0 > 18.0 OK ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/4 IN. EMT OR FREE AIR / ►�� CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA RACEWAY SIZE / TYPE = 3/41N. EMT //��t\ ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA (IN."2) = 0.1421N.2 (IN."2) = 0.106IN."2 �' •LL+�I ' INVERTER SPECIFICATIONS CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N.2 CROSS-SECTIONAL AREA OF RACEWAYON."2) = 0.5331N."2 �+ ENPHASE IQ8PLUS-72-2-US % ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = H. 9, TBL I) _ 40% > 20% OK • TYPE MICROINVERTER 53% > 27% OK %ALLOWABLE RACEWAY FILL (NEC C 586 MAX. OR RECOMMENDED MODULE POWER (W) 440 wwsrKuma� z,5031T JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) A6U MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 rvwaamsmEY MAX INVERTER OUTPUT CIRCUIT CURRENT = 14.5 A AC DEVELOPER, MINIMUM START VOLTAGE (V) 30 COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 29.0 A AC MAXIMUM STARTVOLTAGE VOLTAGE(V) CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. CONDUCTOR SIZE / INSULATION / TYPE = 8 AWG THHN / THWN-2, CU. ION DEVELOPER,LLC 58 CONDUCTOR AMP. RATING @75°C = 35 A 4801 N UNIVERSITY AVE#900 PROVO,UT MAXIMUM INPUT CURRENT (ISC) (A) 5 CONDUCTOR AMP. RATING @75°C = 50 A MAX CONTINUOUS OUTPUT POWER (VA) 84604 290 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) 888.781.7074 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX COMBINED INVERTER CONTINUOUS OUTPUT NOMINAL (L-L)OUTPUT VOLTAGE MAX INVERTER OUTPUT CURRENT X125%=18.0 A AC DAVIDC ELECTRICAL CONRAD 240 CURRENT X125% =36.0 A AC C-ELECTRICAL CONTRACTOR CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) C1524 PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) SYSTEM ELECTRICAL SPECIFICATIONS CIR AMB. TEMP. AMP. CORRECTION = 0.88 AMB. TEMP. AMP. CORRECTION = 0.88 CIR 2 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 NUMBER OF MODULES PER CIRCUIT 2 12 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 ADJUSTED CONDUCTOR AMPACITY (A) = 24.64 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 44 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 4800 4800 TOTAL MODULE QUANTITY 24 PV MODULES LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 18.0 < 24.6 STC DC POWER RATING OF ARRAY 9600W DC LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 36.0 < 44.0 INVERTER OUTPUT CIRCUIT RRENT(A AC) 4.52 4.52 (B)(I) -W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 18.15 18.15 LARGER AMPACITY COMPLIANCE = 35.0 > 18.0 OK LARGER AMPACITY COMPLIANCE = 50.0 > 36.0 OK CIRCUIT OCPD RATING (A) 20 20 W + N RACEWAY SIZE / TYPE = 3/4IN. EMT U 29.04A CONDUCTOR(S) CROSS-SECTION AREA/ CABLE(S) RACEWAY SIZE / TYPE = 3/41N. EMT Z I j COMBINED INVERTER CONTINUOUS OUTPUT CURRENT ACCONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA W W p NIPV POWER PRODUCTION SYSTEM OCPD RATING (IN."2) = 0.0631N."2 (IN."2) = 0.1461N."2 U (X125%) 4OA CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 MAX. ARRAY STC-AC POWER (W) 6960W AC (STC) CROSS-SECTIONAL AREA OF RACEWAYON."2) = 0.5331N."2 J H ^ F- U MAX. ARRAY CEC-AC POWER (W) % ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 12% OK %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 27% OK Z Z co N. - W' _1 N Q 8562W AC (CEC) O 0 H z Q W AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE H Z (n O OJ - U VRISE SEC. I (MICRO TO JBOX) * 28.8 12 CU. 1.7 241.7 0.70% Q Q W U W d VRISE SEC. 2 (JBOX TO COMBINER BOX) 70 10 Cu. 2.4 242.4 1.02% Z CO = LU CO - 0 VRISE SEC. 3 (COMBINER BOX TO POI) 10 8 Cu. 0.5 240.5 0.19% O F- O CO = U CO TOTAL VRISE W ob J 0- o in 4.6 244.6 1.90% OK LLl z ON Q (75 W * 8 INVERTER MAX SUB BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. I_- LZL.I _U t O V) -, = ( CV CV cr: - DRAWING BY MARCUS ALVORD DATE 05-MAY-2023 PROJECT ID 009H7H SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 A 1 , ELECTRICAL FIELD-APPLIED HAZARD MARKINGS ^� PHOTOVOLTAIC SYSTEM A EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 [NEC 690.54, NEC 690.13(B)] �� C' L' l (J F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT A ,7y ;I--j OF DISCONNECT SWITCH [NEC 690.56(C)]. ION RATED ACOUTPUTCURRENT 29.aA S AR >,u', . 'A1 NOMINAL OPERATP4GAC VOLTAGE 240 V SOLAR PVSYSTEM EC/UPPED G FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION � ,�■ B FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED TERMINALS OF THE DISCONNECTING MEANS EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION tURRRAPIUSMUippWN SYSTEM IS CONNECTED. [NEC DEVELOPER, LLC NOR SHALL IT BE ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SNATCH TO THEDISCLOSED IN WHOLE OR IN PART TO 'TERMINALS ON THE UNEANp [NEC 690.13(B), NEC 705.22] ccrFOG ON 'i___ , 590.56(c)] OTHERS OUTSIDE RECIPIENTS ORGA NIZATION,ANIZATION,EXCEPT IN CONNECTION LOAD SIDES MAY ENERGIZED AND REDUIII CE SHUT DOWN PV SYSTEM WITH THE SALE AND USE OF THE a, IN THE OPEN POSITION RESPECTIVE EQUIPMENT,WITHOUT THE IN THE ARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. C AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED DEVICES IN CIRCUTS SUPPLYING POWER TO A J AT MAIN SERVICE EQUIPMENT DENOTING Ar4 �+ BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TO THIS BUILDING IS ALSO SUPPUED THE LOCATION OF THE PV RAPID �'�Aiw� DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] PRQAAA ROOF INDuwrEDSOLAR ARRAY. SHUTDOWN SYSTEM DISCONNECTING _.N , ��, SOURCES:UTILITY GRID AND SOLAR wRAyRAPID sHUToowNasooNraEcr MEANS IF SOLAR ARRAY RAPID SHUT alp DOWN DISCONNECT SWITCH IS NOT �'PVSOLARELECTRICSYSTEM IS LOCATED GROUPED AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. wwsrAUAn°M ,•�.. WOTTAM AlEY [NEC 705.10, NEC 690.56(C)(I)] +wvmimgoysec nv.a-n-mss TEM � ,� D PLACED ADJACENT TO PV TYPE BREAKER TO A BUSBARSFOR A LOAD ION DEVELOPER,LLC SIDE CONNECTION. [NEC 705.12(B)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED 4801 N UNIVERSITY AVE#900 PROVO, UT POWER SOURCE 84604 { OUTPUT CONNECTION I AT SOLAR ARRAY RAPID SHUTDOWN ° DO NOT RELOCATE THIS POWER TO MRS BUILDS/G IS ALSO SWITCH DENOTING THE LOCATION OF 888.781.7074 OVERCURRENT DEVICE SUPPLIED FROM B MABdpISTRUTIpN THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD UIIUTY DISCONNECT WCATED SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR DISCONNECT SWITCH IS NOT GROUPED AND WITHIN LINE OF SITE OF MAIN C1524 SERVICE DISCONNECTING MEANS. [NEC 705.10] III I El El El El El El El W + N��LI (E)MAIN SERVICE PANEL U ViNiaI COMBINER BOX W W O CV G U > � N O L2 ,.. , (n = (V J 0 ' • '' (N)PV AC DISCONNECT J CO n C J N Q 7. _ Z z T� Os Ct _O O F_. Z Q °O Y W H- Z 0 O JO C ,p U 0 ...... Q Q W O V) W O� ""' PV SYSTEM O j O °°u DISCONNECTS)TO 1 <Ai ) PV INVERTER Z O p J_ Z OUTPUT CIRCUIT(S) Z o 4 N W °O N �z �z W Z o Q `1 GEC ler EGC _� O O U) _ H— �./ (NI CV T DRAWING BY MARCUS ALVORD DATE (E)UTILITY METER 05-MAY-2023 120/240V AC, 60HZ, SINGLE PHASE PROJECT ID 009H7H ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: I, COMPLY WITH ANSI Z535.4-2011 STANDARDS. SHEET NAME 2. BE PERMANENTLY AFFIXED 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 8" (3MM). SHEET NUMBER REVISON E-9 A