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Plans I AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS -- t :. GOVERNING CODES '�' J - 1•- 4 ', I. ALL WORK SHALL COMPLY WITH: ., ''' 2 ION � „� x A«°, `[� �` s�+;a, 3� � 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) y kt- +" k : y; { - ,� * 2022 OREGON STRUCTURAL SPECIALTY CODE(OSSC) ,' - �, _',* 4.4 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) �' - i 2018 INTERNATIONAL FIRE CODE(IFC) Et; a 3 ` . 3 j - - .° 2021 OREGON PLUMBING SPECIALTY CODE "' "` - ° "�• ' 1 - 4 , CONFIDENTIAL-THE INFORMATION >^' � r" fi `"s' '' ,.ta _ AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED s FOR THE BENEFIT OF ANYONE EXCEPT ION „t DEVELOPER,LLC NOR SHALL IT BE x x . '"' - ' - ' - ''#]:; • ': , p SITE CLASSIFICATION NOTES,OSHA REGULATION DISCLOSED HERSI OUTSIDE RECIPIENTS TO 'r- ;� f , I OCCUPANCY CLASS: SFR ORGANIZATION,EXCEPT IN CONNECTION i' K CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE �., Y - - p a r , ZONING TYPE: RESIDENTIAL OFFICE COPY RESPECTIVE EQUIPMENT,WITHOUT THE - WRITTEN PERMISSION OF ION DEVELOPER, :4' / . LLC. f �, . I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 7' H 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE ` ,,- a4 '"ce - ONTO NEARBY PROPERTIES OR ROADWAYS. § '` .�,� +`[J .. . ,"_ 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER 4s -. - ' �►)�sa�e.3 THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC : , �` p s 3111.3.5.3 ITEM 3.2 `', .�� , JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY OESC 690.34 N •CEP '�-`' i., ° 4 ELECTRICAL CRITERIA,NOTES , . ,, �' TEMPERATURE SOURCE: ASHRAE Approved �?I ' ��� - ''', ') �" ` '�'-- WEATHER STATION: PORTLAND HILLSBORO ^� nv uu lit" . ' h .$x be on lob s t . �}, y EXTREME MIN. TEMPERATURE: -8 r 'N�' - ASHRAE 0.4%HIGH TEMP: 37 "" ION DEVELOPER,LLC a 4801 N UNIVERSITY AVE#900 PROVO,UT C -, I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 84604 Nix*,.. - 2. TERMINALS AND LUGS WILL BETIGHTENED TO MANUFACTURERH 888.781.7074 TORQUE W EN PROVIDED IN i - 4,44,4 • Rey, p t - r, ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. `F ' - - '�° 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703, IEC61646, IEC61730. t x � =+� - ,}.=� s DAVID STANLEY CONRAD " _.T� - T� 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO C-ELECTRICAL CONTRACTOR a. LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C1524 a a a = a a m x � T,:., _ .- s4 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL ,- �x- - BE PROVIDED AS PER SECTION(NEC 110.26]. - a Fwr � � ��R �' x CITY OF TIC J 4 - : �' , ".,` -' `' O ¢ STRUCTURAL CRITERIA,NOTES 7 COMPLIANCE U 4 �,✓, t° = REVIEWED FOE CODE or `� == <' c- f, , �, t DESIGN LOAD STANDARD: ASCE 7-16 U _ y _ ' -Ar fY'#,?� 7, t ,�r,_ - y WIND EXPOSURE CATEGORY: B Approved: * =�'3 .,.i q- t 7�# .,� ! WIND SPEED(3 SEC GUST): 96 MPH J'J lL' L O t Q - _ > t + ^�, / a } GROUND SNOW LOAD: 36 PSF OTC: U ` € , - ' - �-£ ,j DESIGN ROOF SNOW LOAD: 26 PSF 2 = i Alt*s SEISMIC DESIGN CATEGORY: D Permit ,,,III���''' 7 I 8 ° ,�- „� _' - s a� SEISMIC RISK FACTOR: II `9 . O N Q a a ""6'l Address: y Gr z N � � U rt D � ` : '� , 4 Suite #: z o co � By: Date: ' J w o aJ es N Q J 0 0 rt ?�'sr) Z 1-1-1 = w n WN Y- ; H � N a' 02Nt Li, 0 M Q _ w .Y SCOPE OF WORK SHEET LIST ~n to co coKi DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET . S-3 ROOF PLAN ����0 PROFESS DAD 3.2 KW DC & 2.32 KW AC PHOTOVOLTAIC SOLAR ARRAY S 4 STRUCTURAL DETAILS �C. c�G I NFF,p �3 DATE S-5 STRUCTURAL CALCULATIONS & NOTES 9 950P 21-APR-2023 E-6 ELECTRICAL DETAILS (LINE DIAGRAM) . : VALIDITY OF PERMIT PV MODULES: (8) SILFAB SOLAR SIL 400 HC+ E-7 ELECTRICAL CALCULATIONS & NOTES PROJECT ID INVERTER(S): (8) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS " TI-E ISSUANCE OF A PERMIT OREGON 009LA7 ' ' BASED ON CONSTRUCTION ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) DOCUMENTS AND OTHER gZgN 111 ralcy 04/22/2023 SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT DATA SHALL NOT PREVENT qN ROVJ�- COVER SHEET THE CODE OFFICIAL FROM EXPIRES:12/31/24 REQUIRING THE CORRECT.'ON SHEET NUMBER REVISON OF ERRORS.ORSC 105.4 G-1 0 J SITE NOTES: FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NOION 3'-2" GREATER THAN 24" ON CENTER IN ANY DIRECTION 1 rWHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 0 IN JUNCTION BOXES UNDER PV ARRAY SHALL BE (N) (3) INSTALLED TO BE CONSIDERED ACCESSIBLE BY CONFIDENTIAL-THE INFORMATION OESC HEREIN CONTAINED SHALL NOT BE USED 690.34 \ / FOR THE BENEFIT OF ANYONE EXCEPT ION FOR ANY METER UPGRADES, ENSURE THAT THE DEVELOPER,LLC NOR SHALL IT BE DISCLOSEDIZATION,IN WHOLE EXCEPT ORIN IN PARTCONNECTION TO UTILITY METER IS LOCATED WITHIN :OFT OF THE OTHERS OUTSIDE RECIPIENTS ORGAN FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A + + WITH THE SALE AND USE OF THE LABEL SHOWING THE DISTANCE FROM THE FRONT + RESPECTIVE EQUIPMENT,WITHOUT THE CORNER OF THE HOUSE. + WRITTEN PERMISSION OF ION DEVELOPER, + 4 LLC. + 4 + 4 f/\\� + a O 1���1♦\ (N) (3) + 44 _ N : :CEP' + + ► - ' — i + 4 0 + + W9i51'ALIAT ON + O p s00ifAtiunrly IPV0117119-015% a W.}17-202.5 4 ION DEVELOPER, LLC a i 4801 N S i 84604 W p ' 888.781.7074 _I + a 0 + 4 DAVID STANLEYAVE CONRAD �_ + a 0 C UNIVER-ELECTRICAL ITY CONTRACTOR#900PROVO,UT U 0 + + CI524 + 4 Q LIJ + a O Z 0 W + + + + + + + + + + + + + + + + + + + + + + J L.L. I— i i i i i i i i i i i i U o + + rt + + b+ + + , + + + ti+ + + + + ZctUJ U z U W a '� 0/ h7 - 0 +Lu }I— ZOW N J 0 I— U c\ji roUUZNQ Lui p, 17_.0�n \C'���PNOF4:513> 4 w = w w oMU ��' `� f F� 09 O� 0 0 Q a RSI 9 950P Z U w J z : co OREGON 1- - o ix cp (O `- W N y � I -O A vg4/ /' 2°1- y DRAWING BY TYP. qN ROw\-F' 04/22/2023 DAD SCALE: 3/32" = I'-0" EXPIRES:12/31/24 DATE r-c 21 APR 2023 10'-s" z MI • MN IIIIMII SYSTEM LEGEND PROJECT ID ROOF SECTION ROOF PV MODULE (N) (N)PV COMBINER PANEL (N) (N)JUNCTION BOX O S/ SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 009LA7 CRITERIA AND Ed (E) UTILITY METER / RSI 8 180 21 86% i MAIN SERVICE PANEL (N) (N)PV LOAD CENTER Ao� (N)AC DISCONNECT , FIRE SETBACK0 SPECIFICATIONS SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) rig (E) (E) MAIN SERVICE PANEL r(N)1 (N)PV PRODUCTION DO ROOF PLAN MAIN pVM q� (N)MICROINVERTER i METER (N)PV MODULE SHEET NUMBER REVISON (E) (E) SUBPANEL (N) (N)DC-DC / STRING (N) (N)DC DISCONNECT I INVERTER �� S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV RACKING �PV MODULE SPAN AREA TAG SPAN ION RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION /rPV MOUNTING RAIL RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. 1 / T J fr STANDOFF: CLICKFIT L-FOOT J� PORTRAIT X-CANTILEVER P-X2 16 IN. MAX. M ikTl ORIENTATION STANDOFF TYPE: L-FOOT&FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN. MAX. rJ N5/16"X 3-I/2"ZINC PLATED PV ARRAY DETAIL, FRONT VIEW FASTENER: STEEL LAG SCREW Y-CANTILEVER P-Y2 15 IN. MIN. -17 IN. MAX. `P X2— P XI SCALE: 3/8" = I' �° I I CONFIDENTIAL-THE INFORMATION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION JT LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION ROOF TYPE: COMPOSITION SHINGLE ORIENTATION DEVELOPER,LLC NOR SHALL IT BE X-SPACING L-XI 48 IN. O.C. MAX. ROOF SHEATHING TYPE: 1/2"PLYWOOD X-CANTILEVER L-X2 16 IN. MAX. DISCLOSED IN WHOLE OR IN PART TO STRUCTURE TYPE: MANUFACTURED WOOD TRUSS Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. - L X2 L XI OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION RAFTER SIZE: 2x4 Y-CANTILEVER WITH THE SALE AND USE OF THE RAFTER SPACING: 24 L-Y2 7.9 IN. MIN. -9.8 IN. MAX. RESPECTIVE EQUIPMENT,WITHOUT THE PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, TOTAL PARAMETERSOFAREA i ORIENTATION LLC. ATOTAL ROOF AREA(SQ. FT.) 2741 i TOTAL PV MODULE AREA(SQ. FT.) 170.4 P Y2 % ����\ %PV MODULE ROOF COVERAGE 6% .."-\ , ___---- L Y2 f N: :CEP' _ ORNDSCAPE ► ORIENTATION P Y I wwsriwuna( Y.. / 1111111. � sE .3-17-2Om rwaun�so1se6 om.}n-mss PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = I'-0° si l. 0 0 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 iii 888.781.7074 Oil L-YI DAVID STANLEY CONRAD 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 J U CC U PV MODULE Q o ± = w o ✓ Z N U CLICKFIT RAIL w (" Q Z N -I U U Cr N O N Q Z J U O Z Lt a< cow K , :T CLICKFIT L FOOT Q Jo M 0 O Z Q N Y 0 ��� (E) COMP SHINGLE z U 11111i _El o a z 0 co �i 1 :- ROOF MEMBRANE w cn „> < in w I_-- E O. C7 (� COMP SHINGLE FLASHING DRAWING BY 22" MIN. �,`c.'D PRo1 DAD DEPTH 5/16" ZINC PLATED STEEL �c � GI I N FF�`�o� DATE LAG SCREW WITH 2 I/2" �/ r 21 APR 2023 MIN. EMBEDMENT IN TO 9 950P (E) ROOF RAFTER PROJECT ID OREGON 009LA7 OSTANDOFF DETAIL (1 SCALE: 3" = I' 0" 9‘qN /1, 2 ek 04 22 2023 SHEET NAME qN ROw\' STRUCTURAL DETAILS EXPIRES:12/31/24 SHEET NUMBER REVISON S-4 0 1 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) 47 JURISDICTION DEAD LOAD (PSF) RSIION SOLAR MODULE LENGTH (IN.) 75.3 CITY OF TIGARD ROOF MEMBRANE COMPOSITION STATE OREGON SHINGLE 4.0 SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING SOLAR MODULE AREA (SQ. FT) 21.3 1/2" PLYWOOD 1.7 OCCUPANCY / RISK CATEGORY II PITCH (DEG) 21 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY g CONFIDENTIAL-THE INFORMATION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF) (PG) 36 MANUFACTURED HEREIN CONTAINED SHALL NOT BE USED WOOD TRUSS - FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT FASTENER 5/16"X 3-1/2" ZINC PLATED STEEL LAG SCREW BASE ELEVATION (FT) 153 TOP CHORD 2X4 @ DEVELOPER,LLC NOR SHALL IT BE RACKING DEAD LOAD (PSF) FRAMING 1.0 DISCLOSED IN WHOLE OR IN PART TO 0 8 24 IN. O.C. DFOTHERS OUTSIDE RECIPIENTS SOLAR MODULE DEAD LOAD (PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) #2 @6 FT. MAX ORGANIZATION,EXCEPT IN CONNECTION TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD (PSF) SPAN WITH THE SALE AND USE OF THE EQN. 7.4-I RESPECTIVE EQUIPMENT,WITHOUT THE = Ps = (CS)(0.7)(CE)(CT)(IS)(PG) WRITTEN PERMISSION OF ION DEVELOPER, PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) LLC. STRUCTURE TYPE - ROOF SHAPE INHABITED - GABLE / FLAT ROOF 6.7 THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 7.2 MIN. ROOF SLOPE (DEG.) 21 IMPORTANCE FACTOR (Is) = 1.0 TABLE MEAN ROOF HEIGHT (FT.) II 1.5-2 �41M` SLOPE FACTOR (Cs) = 1.0 FIG. 7.4-I PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.2 %//111\\ PORTRAIT ATT. SPACING (IN. O.C.) 48 PS (PSF) = 26 OK ROOF LIVE LOAD < ROOF SNOW LOAD (PSF) 26.0 LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 36.4 ��1 V :CEP' # OF ATTACHMENT POINTS 18 MAX. POINT LOAD (LBS / ATT.) 37.7 MAX. TOTAL PV DEAD LOAD TO RAFTER RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 - 2x4 wwsr�wna� (LBS) 75.5 smrtAGURNEY SECTION MODULUS (S)(IN"3) 3.06 E 1 7-2025 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS MOMENT OF INERTIA (I)(IN"4) 5.36 ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W) (PLF) 72.8 ION DEVELOPER,LLC DESIGN WIND PRESSURE (PSF) = P = QH(GCP)(YE)(YA) EON. 29.4-7 MAX. MEMBER SPAN (L) (FT) 4801 N UNIVERSITY AVE#900 PROVO,UT VELOCITY PRESSURE (PSF) =OH = 0.00256(KH)(KzT)(KD)(KE)(V"2) b 84604 EON. 26.10-I MODULUS OF ELASTICITY (E) (PSI) 1600000 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = I TABLE 26.13-I SHEAR (Fv) (PSI) 888.781.7074 TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 AREA (A) (IN"2) 180 .2 VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-I 5.25 DAVIDC ELECTRICAL CONTRACTOR CONRAD TOPOGRAPHIC FACTOR (KZT) = 1.0 EQN. 26.8-IEQN. 26.10 I C-ELECTRICAL OH (PSF) = 13.96 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) C1524 WIND DIRECTIONALITY FACTOR (KG) = 0.85 TABLE 26.6-I BENDING (FB) (PSI) 900 LOAD DURATION FACTOR (CD) 1.15 UPLIFT DOWNWARD SIZE FACTOR (CF) 1.50 GABLE ROOF 20° < 0<_27° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C REPETITIVE MEMBER FACTOR (CR) RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. W SOLAR PANEL PRESSURE EQ. FACTOR (YA) = ALLOWABLE BENDING STRESS (PSI) 1785.4 J 0.80 0.80 0.80 0.80U EXTERNAL PRESSURE COEFF. (GCP) = -2.0 -3.0 -3.6 0,7 CC ASD PRESSURE (0.6P)(PSF) = -13.40ACTUAL BENDING STRESS (PSI) _ (wL"2)/(8(S)) 1P83.7 U -24.12 13.03 72% OK TRIBUTARY AREA (SQ. FT) = 12.6 12.6 9.4 Q 12.6 MAX. UPLIFT (0.6D+0.6p) (LBS) _ -145.6 -229.7 -210.1 0 + MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED >- _ 7 RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ALLOWABLE DEFLECTION L / 180 N SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.400 IN. Z p N Q 0.80 0.80 0.80-3.6 0.80.7ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) Z N EXTERNAL PRESSURE COEFF. (GCP) _ U -2.0 -3.0 3.6 0.7 0.103 IN. U NI co Q ASD PRESSURE (0.6P)(PSF) = -13.40 -20.10 -24.12 13.03 co TRIBUTARY AREA (SQ. FT) = 26% OKcr 6.80 6.80 5.10 MAX DEFLECTION CHECK -LIVE LOAD c z ct a W MAX. UPLIFT (0.6D+O.6p) (LBS) = -78.9 -124.4 -113.8 ALLOWABLE DEFLECTIONF- _I W O Q 0 N U L / 240 < J ROOF ATTACHMENT FASTENER CHECK 0.3 IN. S W W N CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) LL O I- O) co Q PLATED STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS Z N 1-L, i pop LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) = W = 1800(G"3/2)(D"3/4) 0.086 IN. 12.2.1 29% OK W N Ct c' Q W N LUMBER SPECIFIC GRAVITY U) C>` CD N CTH) ATTACHMENT FASTENER (D) = 5/16 IN. LAG SCREW (G)= 0.5 TABLE 2.3.2 MAX SHEAR CHECK In L 0.. coND FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE 12.3.34 ALLOWABLE SHEAR Fv (A) FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 DRAWING BY WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 945 LBS. DAD LAG SCREW WITHDRAWL CAPACITY (LBS) = 760.0 ACTUAL MAX SHEAR (w)(L)/2 `�, �Q PROF'Fss 218 LBS. MAX. ATT. WITHDRAWAL CAPACITY (LBS) = 359.6 > 229.7 MAX UPLIFT DEMAND (LBS) OK y\k-GINei. Q 23% OKDATE c� v21-APR-2023 ' 950P t- PROJECT ID OREGON 009LA7 `�qN 1� ZOtiy SHEET NAME qN ROw�F, 04/22/2023 STRUCTURAL CALCS q EXPIRES:12/31/24 SHEET NUMBER REVISON S-5 0 IN CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG DIY SIZE-# TYPE DESIGNATOR I/V V 10 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 9.68 A AC(MAX) 3 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 9.68 A ACTAG (1)Y SIZE AWG TYPEC, (L1,L2) A(1) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (MAX)( ) 2 (1) 10 AWG 2C,RE AIR W/G,CU. (L1,L2,EGC) 9.680 V AC(MAX) 1 6 SO,ID BA E C (EG ) 29.40 A AC(MAX) (1) 10 AWG THHN/THWN-4 CU. WHITE(N) (1) 10 AWG THHN/THWN-2,CU. RED N( 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. GREEN(EGC) (1) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4 IN. EMT OR FREE AIR (RACEWAY) (1) 3/4 IN. EMT (RACEWAY) ION (1) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR 11 (1) 10 AWG 3C,NM-B WIG,Cu. (L1,L2,N,EGC) 9.68 A AC(MAX) 12 (1) 6 AWG 3C,SE-R W/G,CU. (L1,L2,N,GEC) 9.68 A AC(MAX) EXTERIOR FREE AIR 240 V AC (FREE AIR) 240 V AC r INTERIOR CONFIDENTIAL-THE INFORMATION INTERIOR HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE ELECTRICAL LINE DIAGRAM DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION,(E)UTILITY METER EXCEPT IN CONNECTION SUPPLY-SIDE SOURCE CONNECTIONWITH THE SALE AND USE OF THE 120/240V AC,60HZ, (E)200A MAIN SERVICE PANEL MAIN SERVICE PANEL SERVICE ENTRANCE CONDUCTOR RESPECTIVE EQUIPMENT,WITHOUT THE SINGLE PHASE (E)200A/2P MAIN DISCONNECT TAP(NEC 230.82,NEC 705,NEC 230.46) (N)ENPHASE I0 COMBINER (PV CIRCUITS ONLY) WRITTEN PERMISSION OF ION DEVELOPER, (N)PV AC DISCONNECT LLC. (8)SILFAB SOLAR SIL-400 HC+PV MODULE(S) LI A LOAD CENTER TYPE INTEGRATED `� 60A,240V,2P I5A/2P MAX UL 1703 LISTED , i LOCKABLE,VISIBLE OPEN TO IQ ENVOY �4��, (E)200A/2P SERVICE RATED GATEWAY (8)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] A l��a♦�-� UL 1741 LISTED .,`{ , :CEP' _ 4 (E)LOADS 9 (N)I5A/2P (N)JUNCTION BOX (N)JUNCTION BOX f (OPTIONAL-FOR (OPTIONAL-FOR CONDUCTOR SPLICE) CONDUCTOR SPLICE) PVwSMLIA71C1M - > (E)LOADS n I LI smlTwcvRrer LI fl IPV?.3-179-01586 (N)I5A/2P , (I) ao.3 7-ams _ OF 8 ����� ION DEVELOPER,LLC -----------��� Ji _ N o �z �z �� CIRCUIT }- -�-E" EEcMODULES 4801 N UNIVERSITY AVE#900 PROVO,UT UNDERGROUND H84604 SERVICE LATERAL 0 I V 888.781.7074 IRREVERSIBLE SPLICE 0 00 0 DAVID STANLEY CONRAD LI R Lz (N)GEC PERMITTED TO GEC RUN SEPARATELY C-ELECTRICAL CONTRACTOR OUTSIDE RACEWAY IF C1524 SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE. ELECTRODE [NEC 250.64(8)] SYSTEM W _..1 U CC U a + O U N 3 1-2„ >- _ CC N Ho Q Z N $ U U Os D In Q ELECTRICAL LINE DIAGRAM NOTES o 0 Z < co W CC O H O_ N uOODO CO Q •-4 Z O Q U In I Z (n p LL = O co U o E, _1Z N Fw-- [n to Q C) LLI _ cT 0. O N DRAWING BY DAD DATE 21—APR-2023 PROJECT ID 009LA7 SHEET NAME ELEC. LINE DIAG. ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 8 X 298 W = 2.384 KW AC SHEET NUMBER REVISON E-6 0 I 1 PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY / CONDUCTOR CALCULATIONS TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX (I) JUNCTION BOX TO COMBINER BOX (3) ION 1 STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 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 ASHRAE EXTREME LOW TEMP (°C) -8 CONDUCTOR AMP. RATING @75°C = 30 A 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 X125%=12.0 A AC MAX INVERTER OUTPUT CURRENT X125%=12.0 A AC CONFIDENTIAL-THE INFORMATION PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-400 HC+ PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) HEREIN CONTAINED SHALL NOT BE USED PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) FOR THE BENEFIT OF ANYONE EXCEPT ION RATED POWER (PMAX) (W) 400 AMB. TEMP. AMP. CORRECTION = 0.91 DEVELOPER,LLC NOR SHALL IT BE MAXIMUM POWER VOLTAGE (VMP) AMB. TEMP. AMP. CORRECTION = 0.88 DISCLOSED IN WHOLE OR IN PART TO 36.05 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 OTHERS OUTSIDE RECIPIENTS MAXIMUM POWER CURRENT (IMP) 11.1 ADJUSTED CONDUCTOR AMPACITY(A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 26.4 A AC ORGANIZATION,EXCEPT IN CONNECTION OPEN CIRCUIT VOLTAGE (VOC) 43.02 WITH THE SALE AND USE OF THE RT CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 12.0 < 27.3 RESPECTIVE EQUIPMENT,WITHOUT THE LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 12.0 < 26.4 WRITTEN PERMISSION OF ION DEVELOPER, PMP/VMP TEMP. COEFFICIENT -0.36 (B)(I) -W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS LLC. VOC TEMP. COEFFICIENT 0.28 LARGER AMPACITY COMPLIANCE = 30.0 > 12.0 OK SERIES FUSE RATING PO LARGER AMPACITY COMPLIANCE = 30.0 > 12.0 OK ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 ../411671..... RACEWAY SIZE / TYPE = 3/4IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT I//111t1.•CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142IN.2 (IN."2) = 0.0631N."2 ....ma ^�I V A. :CEP' CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 - i " INVERTER SPECIFICATIONS ENPHASE IQ8PLUS-72-2-US %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 53% > 27% OK %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 12% OK TYPE MICROINVERTER wwST Y' SCOTMAX. OR RECOMMENDED MODULE POWER (W) 440 JUNCTION BOX TO JUNCTION BOX (2) T��+ + • COMBINER BOX TO MAIN PV OCPD (10) /w-0117719-075L6 MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) by W.}n-mss MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 9.7 A AC MINIMUM START VOLTAGE (V) 30 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, CU. ION DEVELOPER,LLC MAXIMUM START VOLTAGE(V) CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. 58 CONDUCTOR AMP. RATING @60°C = 30 A CONDUCTOR AMP. RATING @75°C = 35 A 4801 N UNIVERSITY AVE#900 PROVO,UT MAXIMUM INPUT CURRENT(ISC) (A) 5 84604 MAX CONTINUOUS OUTPUT POWER (VA) 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 DAVID STANLEY CONRAD NOMINAL (L-L) OUTPUT VOLTAGE MAX INVERTER OUTPUT CURRENT X125%=12.0 A AC CURRENT X125% =12.0 A AC C-ELECTRICAL CONTRACTOR 240 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 AMB. TEMP. AMP. CORRECTION = 0.82 AMB. TEMP. AMP. CORRECTION = 0.88 CIR I # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 8 ADJUSTED CONDUCTOR AMPACITY(A) = 24.6 A AC 30.8 DC POWER RATING PER CIRCUIT (STC)(W DC) 3200 ADJUSTED CONDUCTOR AMPACITY (A) = A AC W TOTAL MODULE QUANTITY 8 PV MODULES LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 12.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 12.0 < 30.8 CC STC DC POWER RATING OF ARRAY 3200W DC (B)(I) -W/OUT CORRECTION FACTORS INVERTER OUTPUT CIRCUIT CURRENT(A AC) 9.68 (B)(I)- W/OUT CORRECTION FACTORS U LARGER AMPACITY COMPLIANCE = 30.0 > 12.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 12.0 OK Q 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 CIRCUIT OCPD RATING (A) 5 > D O + RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT _ COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 9.68A AC CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA N PV POWER PRODUCTION SYSTEM OCPD RATING (IN."2) = 0.0841N."2 p N U a (X125%) I5A CROSS-SECTIONAL AREA OF RACEWAY (IN."2) = 0.533 1N."2 ZL11 N ^ U Os MAX. ARRAY STC AC POWER (W) 2320W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK Z U N J 0 Q V) Z < W MAX. ARRAY CEC-AC POWER (W) 2854W AC (CEC) O AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE co I L J 2 0 N LU O NI U VRISE SEC. I (MICRO TO JBOX) * N 28.8 12 Cu. 1.1 241.1 0.46% Q VRISE SEC. 2 (JBOX TO COMBINER BOX) 65 10 CU. 1.5 241.5 0.63% O I- O CO 0 U VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 Cu. 0.2 240.2 0.10% E 0 -J TOTAL VRISE Z U Et J Z N 2.9 242.9 1.19% OK 1,0 * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. W cn 0 Q cn W _F- E as _O N (n Y 1 - co co rrj DRAWING BY DAD DATE 21-APR-2023 PROJECT ID 009LA7 SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 1 1 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS PHOTOVOLTAIC SYSTEM AAT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 [NEC 690.54, NEC 690.13(B)] 1D H_ DC N F FT FROM THE RAPID SHUT DOWN i AC DISCONNECT P ; DISCONNECT SWITCH [NEC 690.56(C)]. ION RATED AC OUTPUT CURRENT 9.7 A S'_ A F<: ',' S "\1 NOMNAL OPERATNG AC VOLTAGE 240 V ` SOLAR PV y� .n` G FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION 1 SYSTEM EQWPPED BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPS SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION B TERMINALS OF THE DISCONNECTING MEANS TURN RAPIDBHUTDOWN SYSTEM IS CONNECTED. [NEC DEVELOPER,LLC NOR SHALL IT BE ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH MINE DISCLOSED IN WHOLE OR IN PART TO POSMONTO 690.56(C)] TERMINALS ON THE UNEAND [NEC 690.13(B), NEC 705.22] SHUT DOWNPVSYSTEM AI , OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION LOAD SIDES MAY BE ENERGIZED AND REDUCEMil I WITH THE SALE AND USE OF THE SHOCK HAZARD RESPECTIVE EQUIPMENT,WITHOUT THE .tea. IN THE OPEN POSITION »„ ..--N THE ARRAY ... WRITTEN PERMISSION OF ION DEVELOPER, LLC. C AT EQUIPMENT CONTAINING OVERCURRENT J PERMANENT DIRECTORY TO BE LOCATED ���`, it DEVICES IN CIRCUTS SUPPLYING POWER TO A AT MAIN SERVICE EQUIPMENT DENOTING �`1111111W BUSBAR OR CONDUCTOR SUPPLIED FROM FORUM THIS BUILDING 18ALISOSUPPLIED THE LOCATION OF THE PV RAPID DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM ID M ARDOFmowi SOIARRAY. SHUTDOWN SYSTEM DISCONNECTING _'� ; `�C(7' MEANS IF SOLAR ARRAY RAPID SHUT C((�� ' SOURCES:UTILITY GRID AND SOLAR ARRAY wwlDSNvroowNDlsooralecT DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM . IS LOCATED GROUPED AND WITHIN LINE OF SITE OF wraunar MAIN SERVICE DISCONNECTING MEANS. swrtwwRNEY ws imsosses [NEC 705.10, NEC 690.56(C)(I)] EA.1D-7025 MEI= D PLACED ADJACENT TO PV SYSTEM PLUG-IN ION DEVELOPER,LLC TYPE BREAKER TO A BUSBAR FOR A LOAD 4801 N UNIVERSITY AVE#900 PROVO,UT POWER SOURCE SIDE CONNECTION. [NEC 705.12(B)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED 84604 AT SOLAR ARRAY RAPID SHUTDOWN 888.78I.7074 I OUTPUT CONNECTION = POWER TOTN1S BUILDING ISALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS SUPPLIED FROM MAIN THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR urnITY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] W J 0 U © a E (E)UTILITY METER 0 IllU © E El20/240V AC, 60HZ, EilQ SINGLE PHASE (E)MAIN SERVICE PANEL O U COMBINER BOX >- _ D O N U zCDNI L`,; (N)PV AC DISCONNECT Z UOs J N U 0 u) z Q c w Q J Op _J 0 rN U LU O UJ N PV SYSTEMU) 0 EiEllA moo\ DISCONNECTS)TO E 0 p Q Q U in O PV INVERTER Z U N C J 0_ ° °O LI LI OUTPUT CIRCUIT(S) lu N O to a N LU N 2 NI GEC EGC �_� _N U) �L In r Ill_ DRAWING BY DAD DATE "I"I L21 21-APR-2023 PROJECT ID 009LA7 ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: I, COMPLY WITH ANSI Z535.4-201I 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 I" (3MM). SHEET NUMBER REVISON E-9 0