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Plans (2) AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS - - _ - - GOVERNING CODES alle- _ a ,, - I. ALL WORK SHALL COMPLY WITH: I 0 N 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) �- - 2022 OREGON STRUCTURAL SPECIALTY CODE(OSSC) i .( 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) r�N. " 2018 INTERNATIONAL FIRE CODE(IFC) " , 2021 OREGON PLUMBING SPECIALTY CODE *+ CONFIDENTIAL-THE INFORMATION "4 HEREIN CONTAINED SHALL NOT BE USED AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE SITE CLASSIFICATION NOTES,OSHA REGULATION :-+:, ,�5, DISCLOSED IN WHOLE OR IN PART TO v'::r• OTHERS OUTSIDE RECIPIENTS .k, OCCUPANCY CLASS: SFR ORGANIZATION,EXCEPT IN CONNECTION *' 7,' ar CONSTRUCTION CLASS V-6WITH THE SALE AND USE OF THE ;: ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE $^:: WRITTEN PERMISSION OF ION DEVELOPER, ✓li CO t.. +If » ,. LLC. r-+ - I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. - r �°`- - 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE mn k i ,4 x ONTO NEARBY PROPERTIES OR ROADWAYS. ���`` � ? 4 Y 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER z...`m "''' `* , THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3'OF A ROOF EDGE,HIP,SAVE,OR RIDGE OSSC JC ITEM 3.2 ---.N t. :CEP' JUNCTION BOXES UNDER PV ARRAY SHALL BE INSTALLED TO BE CONSIDERED ACCESSIBLE BY OESC 690.34 iii, -4* a ,� ELECTRICAL CRITERIA,NOTES NSTMIM1oN + 4+- " . TEMPERATURE SOURCE: ASHRAE OFFICE COPY ." -.' , aF -'- WEATHER STATION: PORTLAND HILLSBORO SCOTTAMIMI MOW .� --- ..._,,,,,�,,,, EXTREME MIN. TEMPERATURE: -8 EM3-17 . > - ASHRAE 0.4%HIGH TEMP. 37 #� ION DEVELOPER,LLC • 4801 N UNIVERSITY AVE#900 PROVO,UT .-+ ,. r YF t`, I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 84604 '" - '" - .„- ' iir 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 888.781.7074 yg ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. t;•.:_ ., , - ,,0 - + 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL1703, 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 - - '41 BE PROVIDED AS PER SECTION[NEC 110.26]. A # CITY OF TIGA D 4 STRUCTURAL CRITERIA,NOTES REVIEWED FO - CODE COMPLIANCE DESIGN LOAD STANDARD: ASCE 7-16 x 'NI4 '.e} y - WIND EXPOSURE CATEGORY: B nrO�rCCI�'WIND SPEED(3-SEC GUST): 96 MPRA- 1' I 1 + . - - - - GROUND SNOW LOAD: 36 PSF D Z U D OTC: [ ] = 4Iri -- DESIGN ROOF SNOW LOAD: 26 PSF /� /1 w w p (�I sP k= - SEISMIC DESIGN CATEGORY: D Pern11� f2t J DO U > N Q , , uu�S SEISMIC RISK FACTOR: II ( /� �,,1 --] '� R. Q (..,-) n i tt? "", ,,,, Address: ^* {� J r\ N In Q U M, By: Date: Z3 23 c~n p Q Yo v r.Y ..* Z w 2 Ow w o' ! 1 ;, r- ' Q cn x <n w co ti sE..-a-7 w Z o Q --3''.of Toiy:'k '` .,,or ?; <.` F/3 w = SCOPE OF WORK SHEET LIST The R ."'. N e _ : ..,, DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET MARCUS ALVORD S-3 ROOF PLAN Q PRorF' 9.6 KW DC & 6.96 KW AC PHOTOVOLTAIC SOLAR ARRAY S 4 STRUCTURAL DETAILS `��E' FSs+ DATE S-5 STRUCTURAL CALCULATIONS & NOTES ��� ��G I N FF �p� I I-APR-2023 PV MODULES: (24) SILFAB SOLAR SIL-400 HC+ E-6 ELECTRICAL DETAILS (LINE DIAGRAM) V 4 LIDITY OF PERMIT -�� E-7 ELECTRICAL CALCULATIONS & NOTES TH ISSUANCE OF A PERMIT 9 950P PROJECT ID INVERTER(S): (24) ENPHASE 108PLUS 72 2 US E-9 ELECTRICAL LABELS & LOCATIONS B'SED ON CONSTRUCTIONOREGON 009H7H ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) D• UMENTS AND OTHER ✓qN ti� SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT D TA SHALL NOT PREVENT q� ��� 2a F'� 04/12/2023 COVER SHEET shall be on j o b site. T 'E CODE OFFICIAL FRC.1 4N RO`N� RE'UIRING THE CORREC DN EXPIRES:12/31/24 SHEET NUMBER REVISON if ERRORS. or"'i` .1 . G-I 0 SITE NOTES: 3'-0" FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE A/C DISCONNECT IS 2 -5" 3'-0" REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO _ �, (N) ACD (E)N) ION GREATER THAN 24" ON CENTER IN ANY DIRECTION APPROX. 2 5 AWAY +•+•+•+•+•+0- tb 4- + + — + + + + + + + --J_ WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, 3 -0 + + + + + -MAIN + + - + + + + + + EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 FROM METER + + + + + + + � � + + + + + + + + + + ++ + + + JUNCTION BOXES UNDER PV ARRAY SHALL BE RSI + + " INSTALLED TO BE CONSIDERED ACCESSIBLE BY + + + CONFIDENTIAL-THE INFORMATION OESC 690.34 ++++++++ • HEREIN CONTAINED SHALL NOT BE USED + + + + + FOR THE BENEFIT OF ANYONE EXCEPT ION FOR ANY METER UPGRADES, ENSURE THAT THE + + + + - , DEVELOPER,LLC NOR SHALL IT BE + + + + +• DISCLOSED IN WHOLE OR IN PART TO UTILITY METER IS LOCATED WITHIN 10FT OF THE +++++++++ OTHERS OUTSIDE RECIPIENTS 3,-On T I. +++++++++• ORGANIZATION,EXCEPT IN CONNECTION FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A WITH THE SALE AND USE OF THE LABEL SHOWING THE DISTANCE FROM THE FRONT + ++ �N) +++++++++: ® RESPECTIVE EQUIPMENT,WITHOUT THE CORNER OF THE HOUSE. +++ +++ + + + + . LLC. JBOX + + + + + WRITTEN PERMISSION OF ION DEVELOPER, + + + + + + + , + + + + + + + + + + + + + + + + + + + 414111AL, /A /grSl 1LLI + + + + + + z ++ ++++++++a+ N — N :CEP * + ( ) o . . : + + + + + JBOXw + + + + + + + + + + + + + , a + + + SCOTTA.SA IPV-0127779-01536+ + + W.3.27.203 + + + H +++++++ ION , 4801 N UNIVERSITY EAVEE LLC#900 PROVO,UT + + + + + + + + + 84604 w + + + + + , 888.781.7074 + + + + + + + + + + + + + DAVID STANLEY CONRAD p LU + + + + + + + + + C-ELECTRICAL CONTRACTOR + + + + + + + + + C1524 1 II + + + + + + + + 0 H � T7rrQ F D /+ r +� O + + + + + + + + + + + z + + + + + + C) + + + + + + + +- ❑ 0 C) + + + + A 0 cy — + + 4 + + + + + + + RS3 + + + + A LU �, 4 + + + + + + - Z (1 + + 4 + + + + + + . w w C) L j + + 4 + + U > O N JBOX ++++++++ •+ ~- Q N ^ U N = NI 'U + + + + - ( ) c' U U + + + + Jeox �p PROre J J 0 < + + + + + + 4 + + ' ��, SS z � � � ++++++ Q+; EgI �� �GINFF �p — o z J 0 w + + + �, .f� ti z cn 0 o c� + + 4 + + �v w +++++++++ 9 950P v� rx m = c m a .o N Lo 31 0" + + + + + + + + + + -I + + + + + + + + + +- + + + + + + + O ~ O Q = U .O ++++++++++++++++++++a++++-+++++++++++++++ 3�_0� OREGON z co o u z o ,q�qN it 21ti y Iw- w 0 o 3'-0" -- �qN RO`N��, 04/12/2023 - o: DRAWING BY 3'-0" EXPIRES:12/31/24 MARCUS ALVORD SCALE: 1/8" = I'-0" DATE 4 8 6 II-APR-2023 2 an N SYSTEM LEGEND (�) (N)PV COMBINER PANEL JBNpX 0(N)JUNCTION BOX SUNEYE LOCATION ROOF SECTION ROOF PV MODULE PROJECT ID CRITERIA AND SECTION QTY AZIMUTH PITCH TSRF 009H7H Ell (E) UTILITY METER / RSI 3 270 29 76% (N) (N)AC DISCONNECT ;, FIRE SETBACK SPECIFICATIONS RS2 19 90 29 75% SHEET NAME LC (N)PV LOAD CENTER ACD MAIN SERVICE PANEL (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) r'.., RS3 2 270 29 71% 0 (E) (E)MAIN SERVICE PANEL r(N)' (N)PV PRODUCTION pQ ROOF PLAN MAIN pVM AC (N)MICROINVERTER A METER (N)PV MODULE SHEET NUMBER REVISON (E) (E) SUBPANEL (N) (N)DC-DC / STRING N) INVERTERSUB pip( (N)DC DISCONNECT S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7 PV MODULE PV RACKING SPAN AREA TAG SPAN rPV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION 1 0 / 1 I PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. I 0 N TANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. ORIENTATION STANDOFF TYPE: L-FOOT 8,FLASHING Y-SPACING P-YI 41.3 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-CANTILEVER P-Y2 15 IN. MIN. -17 IN. MAX. t CONFIDENTIAL-THE INFORMATION SCALE: 3/8" = I'-O" I HEREIN CONTAINED SHALL NOT BE USED J g LANDSCAPE FOR THE BENEFIT OF ANYONE EXCEPT ION ORIENTATION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATIONPI N 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 —L X2 L XI OTHERS OUTSIDE RECIPIENTS ROOF SHEATHING TYPE: LUMBER X-CANTILEVER L-X2 16 IN. MAX. ORGANIZATION,EXCEPT IN CONNECTION VAULTED-CONVENTIONAL UCTURE TYPE: FRAMING Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. WITH THE SALE AND USE OF THE 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 � �AI�. TOTAL ROOF AREA(SQ. FT.) 1734 AMSIM TOTAL PV MODULE AREA(SQ. FT.) 511.2Ili / L Y2 ► •CEP % MODULE ROOF COVERAGE 29% // I� LANDSCAPE ► ���p ORIENTATION S P-YI , weanuutaw �' I, saorrA J Y smsO15 6 /� EV LOPE 47-2025 PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = I'-O" � 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 CI524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. PV MODULE D z = j W W 0 N U U > O Q _ N J 0 H C.)CLICKFIT RAIL z Z 0 a C.J 0 O N ZO J G Yp U _ Z w O 6" - CLICKFIT L-FOOTrx co _ ct m cWn o moi (E) COMP SHINGLE LU Z o Q w Crj ROOF MEMBRANE N O v v sO �p PROF DRAWING BY COMP SHINGLE FLASHING ��� GINF FS's/O MARCUS ALVORD 2Z" MIN. �� 4'� F� v (� DATE DEPTH 5/16" ZINC PLATED STEEL / 9 950P II APR 2023 a LAG SCREW WITH 2-1/2" OREGON MIN. EMBEDMENT IN TO PROJECT ID (E) ROOF RAFTER `�9iI/ �I, 20n\" 009H7H CDSTANDOFF DETAIL q‘4N ROW��`y 04/12/2023 SHEET NAME SCALE: 3" = I'-0" EXPIRES:12/31/24 STRUCTURAL DETAILS 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-400 HC+ JURISDICTION DEAD LOAD (PSF) RSI RS2 I 0 N SOLAR MODULE WEIGHT (LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION COMPOSITION SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE 4'0 SHINGLE 4.0 SOLAR MODULE WIDTH (IN.) 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 p. PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 4.0 CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF)(PG) 36 VAULTED DEVELOPER,LLC ER RH BE DISCLOSED IN WHOLE OR INN P PARR T TO 5/16"X 3-1/2" ZINC PLATED STEEL LAG CONVENTIONAL 29 OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 FRAMING ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RACKING DEAD LOAD (PSF) 0.8 FRAMING RAFTER 2X4 @ 4.0 RESPECTIVE EQUIPMENT,WITHOUT THE 24 IN. O.C. - DF WRITTEN PERMISSION OF ION DEVELOPER, SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) #2 @6 FT. MAX LLC. TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD(PSF) EQN. 7.4-I SPAN 411111116.=Ps = (CS)(0.7)(CEXCT)(IS)(P0) PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) 10.3 10.3 ,N i :CEP` STRUCTURE TYPE -ROOF SHAPE INHABITED - GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 11.9 11.9 MIN. ROOF SLOPE (DEG.) 29 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 MEAN ROOF HEIGHT (FT.) II SLOPE FACTOR (Cs) = 1.0 FIG. 7.4-I PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.5 3.5 swrrwaJ MYNEY PORTRAIT ATT. SPACING (IN. O.C.) 48 PS(PSF) = 26 OK ROOF LIVE LOAD < ROOF SNOW LOAD (PSF) 26.0 26.0 Ev.3-17-z LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 41.3 41.3 ION DEVELOPER,LLC # OF ATTACHMENT POINTS 67 4801 N UNIVERSITY AVE#900 PROVO, UT MAX. POINT LOAD (LBS/ATT.) 13.1 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 - 2x4 DF #2 -2x4 84604 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 13.1 SECTION MODULUS (S)(IN"3) 3.06 3.06 888.781.7074 MOMENT OF INERTIA(I)(IN44) 5.36 5.36 DAVID STANLEY CONRAD DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W) (PLF) 82.6 82.6 C-ELECTRICAL CONTRACTOR DESIGN WIND PRESSURE (PSF) = P = 0H(GCP)(YE)(YA) EQN. 29.4-7 MAX. MEMBER SPAN (L) (FT) 6 6 CI524 VELOCITY PRESSURE (PSF) =OH = 0.00256(KH)(KzT)(KD)(KE)(V"2) EON. 26.10-I MODULUS OF ELASTICITY (E)(PSI) 1600000 1600000 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = I TABLE 26.13-1 SHEAR (Fv)(PSI) 180 180 TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 AREA(A) (IN"2) 5.25 5.25 VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-I EQN. 26.10-I TOPOGRAPHIC FACTOR (KzT) = 1.0 EQN. 26.8-I OH (PSF) = 13.96 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CP)(CR) WIND DIRECTIONALITY FACTOR(Ks) = 0.85 TABLE 26.6-I BENDING (FB)(PSI) 900 900 LOAD DURATION FACTOR (CD) 1.15 1.15 UPLIFT DOWNWARD SIZE FACTOR(CF) 1.50 1.50 LJ + GABLE ROOF 27° < 0<_45° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2D REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 D _ D RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ALLOWABLE BENDING STRESS (PSI) 1785.4 1785.4 LLI LU O N U SOLAR PANEL PRESSURE EQ. FACTOR (YA) = U > o 0.80 0.80 0.80 0.80 1- > rn 0 ^ Q EXTERNAL PRESSURE COEFF. (GCP) _ -1.8 -2.0 -3.2 0.9 �p PROF ACTUAL BENDING STRESS (PSI) _ (wL"2)/(8(S)) 1457.2 1457.2 (n 2 N _I I U TTRIBUTARY AREA(SQ. FT) = 12.66 12.60 9.44 16.75 \`t�� G I N E ASS/0y 82% OK 82% OK O O coI- Q J Z Z � o %MAX. UPLIFT (0.6D+0.6P)(LBS) = -128.7 -145.6 -184.9 9c� MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED N aZ --1 C U 9 950P ALLOWABLE DEFLECTION L / 240 L/ 240 Q Q 3 W �O LLJ O' RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 0.300 0.300 IN. Z co = m Q N SOLAR PANEL PRESSURE EQ. FACTOR(YA) = 0.80 0.80 0.80 0.80 OREGON ACTUAL MAX DEFLECTION (W)(L)"4/ 185(E)(I) (W)(L)"4 / 185(E)(I) O lai = U EXTERNAL PRESSURE COEFF. (GCr) = -1.8 -2.0 -3.2 0.9 </ 9(2. Z O p U_ z 0 qjV 0.117 IN. 0.117 IN. - < (n N LLI ap ASD PRESSURE (0.6P)(PSF) = -12.06 -13.40 -21.44 16.75 ��,�� c 04/12/2023 39% OK 39% OK FW-- z 0 TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 4N RONN\- MAX DEFLECTION CHECK -LIVE LOAD N L _ v U MAX. UPLIFT (0.6D+0.6P)(LBS) = -69.8 -78.9 -100.2 ALLOWABLE DEFLECTION L / 240 L / 240 EXPIRES:12/31/24 DRAWING BY 0.3 IN. 0.3 MARCUS ALVORD ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(1) (W)(L)"4 / 185(E)(I) CLICKFIT L-FOOT-5/I6"X 3-1/2"ZINC PLATED STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.100 IN. 0.100 IN. ' DATE LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = I800(G"3/2)(D"3/4) 12.2.1 33% OK 33% OK II-APR-2023 ROOF ATTACHMENT FASTENER (D) = 5/16 IN. LAG SCREW LUMBER SPECIFIC GRAVITY (G)= 0.5 TABLE 2.3.2 MAX SHEAR CHECK FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE 12.3.34 ALLOWABLE SHEAR FV(A) FV(A) PROJECT ID LBS 009H7H FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 945 945 WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 SHEET NAME LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 248 LBS. 248 LBS. STRUCTURAL CALCS MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 184.9 MAX UPLIFT DEMAND (LBS) OK 26% OK 26% OK SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG CITY 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 (1) 8 AWG THHN/THWN-2,CU. BLACK(L1) 29.04 A AC(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. (L1,L2) 14.52 A AC(MAX) (1) 8 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (2) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (1) 10 AWG THHN/THWN-2,CU. RED(L2) 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) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4 IN. EMT OR FREE AIR (RACEWAY) ION (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/41N. EMT (RACEWAY) (1) 3/41N. EMT RACEWAY (1) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR EXTERIOR EXTERIOR 11 (1) 6 AWG THHN/THWN,CU. BLACK(L1) 29.04 A AC(MAX) (1) 6 AWG THHN/THWN,CU. RED(L2) 240 V AC (1) 6AWG THHN/THWN,CU. WHITE(N) (1) 6 AWG THHN/THWN,CU. GREEN(GEC) CONFIDENTIAL-THE INFORMATION (1) 3/4 IN. PVC SCH.40 (RACEWAY) EXTERIOR HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE ELECTRICAL LINE DIAGRAM (24)SILFAB SOLAR SIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (24)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)(240V] WITH THE SALE AND USE OF THE SUPPLY-SIDE SOURCE CONNECTION (N)JUNCTION BOX (E)I25A MAIN SERVICE PANEL MAIN SERVICE PANEL SERVICE ENTRANCE (N)ENPHASE IQ COMBINER 4 (OPTIONAL-FOR UL 1741 LISTED RESPECTIVE EQUIPMENT,WITHOUT THE u ry Iz (E)I25A/2P MAIN DISCONNECT CONDUCTOR TAP(NEC 230.82,NEC 705,NEC 230.46) (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX WRITTEN PERMISSION OF ION DEVELOPER, LLC. ^ (N)PV AC DISCONNECT (N)20A/2P - (I) OVERHEAD LI SERVICE DROP Lz 60A,240V,2P,FUSED L' A L' n CIRCUIT= �� /�►�;� OF �� "a" LOCKABLE,VISIBLE OPEN - L2 L2� `� ■�■ (E)125A/2P SERVICE RATED EGC �� IN _�ELS I MODULESli INTEGRATED S I5A/2P MAX -,N .•CEP' ® (E)LOADS 0 0 TO IQ ENVOY r El _0 GATEWAY (M40A --o 0 (N)JUNCTION BOX 0 "�"STSCOTAa,;,�;• FUSES MIFo11771B-015e8 (E)LOADS A Ei7.}v408 L, LI (N)20A/2P + (I) `� _ m + CIRCUIT �, ry (, N ° LL • Ls A n \ OF 12 ����� ION DEVELOPER,LLC N - EGG ./• ./. 4801 N UNIVERSITY AVE#900 PROVO,UT rv-6MeJ J E _� cc _�EGC I MODULES L 84604 G O Mec , 888.781.7074 G 0 ARe ERsaLE SPLICE (N)GEC (E)UTILITY METER LEP RUN SEPARATELY TO YD C—ELECTRIC 5240NTRACTOR 120/240V AC,60HZ, I OUTSIDE RACEWAY IF SINGLE PHASE SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE. ELECTRODE [NEC 250.64(B)] SYSTEM LLI t U D Z = 1 U W O U U_ > 0NJ f— Q rr) 1 Q1 ~ , I— UJ N N Qco J ELECTRICAL LINE DIAGRAM NOTES Z w zo o aQ Q U) U O` z U �' m = CC m Q N I O Q 1 CS O_ ceS D 1- 1-1.- EL 0 in z Q O _1 N fx N W c6 Z (n = I— .Ni .N.i O's DRAWING BY MARCUS ALVORD DATE I I-APR-2023 PROJECT ID 009H7H SHEET NAME I ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 24 X 298 W = 7.152 KW AC E-6 0 PV SYSTEM T M 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 STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 14.5 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 14.5 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 = 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) PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% MAX INVERTER OUTPUT CURRENT X125%=18.0 A AC MAX INVERTER OUTPUT CURRENT X125%=18.0 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) = 24.64 A AC ORGANIZATION,EXCEPT IN CONNECTION N IRCUIT VOLTAGE VOC 43.02 WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT (ISC) 11.58 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 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 > 18.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 18.0 OK SERIES FUSE RATING 20 ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/4IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT 1.11111111111M. CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA .� i .�^�, ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142IN.2 (IN."2) = 0.106IN."2 IL- CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 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% > 20% OK wranuuna� TYPE MICROINVERTER saolrwa�, MAX. OR RECOMMENDED MODULE POWER (W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD(10) EXP.3-D- MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 14.5 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 29.0 A AC MINIMUM START VOLTAGE (V) 30 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. CONDUCTOR SIZE / INSULATION / TYPE = 8 AWG THHN / THWN-2, CU. ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO,UT MAXIMUM START VOLTAGE(V) 58 CONDUCTOR AMP. RATING @75°C = 35 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 690.8(B)(1)(W/OUT CORRECTION FACTORS) MAX COMBINED INVERTER CONTINUOUS OUTPUT DAVID STANLEY CONRAD MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX INVERTER OUTPUT CURRENT X125%=18.0 A AC CURRENT X125% =36.0 A AC C-ELECTRICAL CONTRACTOR NOMINAL (L-L)OUTPUT VOLTAGE 240 CI524 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 = 0.88 AMB. TEMP. AMP. CORRECTION = 0.88 SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 12 12 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 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 36.0 < 44.0 STC DC POWER RATING OF ARRAY 9600W DC (B)(I) -W/OUT CORRECTION FACTORS (B)(I)- W/OUT CORRECTION FACTORS INVERTER OUTPUT CIRCUIT CURRENT(A AC) 14.52 14.52 LARGER AMPACITY COMPLIANCE = 35.0 > 18.0 OK LARGER AMPACITY COMPLIANCE = 50.0 > 36.0 OK 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 18.15 18.15 ? U CIRCUIT OCPD RATING (A) 20 20 RACEWAY SIZE / TYPE = 3/4IN. EMT RACEWAY SIZE / TYPE = 3/4IN. EMT Z T 29.04A CONDUCTOR(S) / CABLE(S) CROSS SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA W W O N 0 COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN."2) = 0.063 IN."2 (IN."2) = 0.146IN."2 O Qto 1 I Q PV POWER PRODUCTION SYSTEM OCPD RATING N = N _I U (X125%) 40A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 CROSS-SECTIONAL AREA OF RACEWAYON."2) = 0.533IN."2 _Iw N- U) J N Q MAX. ARRAY STC-AC POWER (W) 6960W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 12% OK %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 27% OK Z Z N- a' CC ?, U MAX. ARRAY CEC-AC POWER (W) 8562W AC (CEC) O OQ I- z Q O - U Q Q W C� NO W '0 AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE ?, W VRISE SEC. 1 (MICRO TO JBOX) * 28.8 12 Cu. 1.7 241.7 0.70% CC m = a m Q (O N O O Q = LL 0 5 D L , a- 0 so VRISE SEC. 2 JBOX TO COMBINER BOX) 70 10 Cu. 2.4 242.4 1.02% o O J � � VRISE SEC. 3 (COMBINER BOX TO P01) 10 8 Cu. 0.5 240.5 0.19% Z Q N N WZ a TOTAL VRISE 4.6 244.6 1.90% OK W Z O Q * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. I- W ,C) O -4 .p (7 '7 = I- NI (s4 O DRAWING BY MARCUS ALVORD DATE II-APR-2023 PROJECT ID 009H7H 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 L PHOTOVOLTAIC SYSTEM A [NEC 690.54, NEC 690.13(B)] `-II -- ^1 F FT FROM THE RAPID SHUT DOWN »,_ AC DISCONNECT A i DISCONNECT SWITCH [NEC 690.56(C)]. i 0 N RATEDAC OUTPUT CURRENT 29.OA NOMINAL OPERATNGACVOLTAGE 240 V SOLAR PV SYSTEM WIPED G FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPSSNUTUQWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION B DEVELOPER,LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS TURN RAPIDENUTDONN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TOTIE OTHERS OUTSIDE RECIPIENTS 'OFF POSITION TO , , 690.56(C)] ORGANIZATION,EXCEPT IN CONNECTION [NEC 690.13(B), NEC 705.22] SHUTDOWN PVSYSTEM TERMINALS ON THE LINEAL ANDS WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SHOCK HAZARD Mil III RESPECTIVE EQUIPMENT,WITHOUT THE .....a.IN THE OPEN POSITION ... NTNEARRAY w WRITTEN PERMISSION OF ION DEVELOPER, ... _ LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED ism, C DEVICES IN CIRCUTS SUPPLYING POWER TO A J AT MAIN SERVICE EQUIPMENT DENOTING /il WIN iA,. THE LOCATION OF THE PV RAPID BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TO THIS ammo 18ALSOAPPLIED • SHUTDOWN SYSTEM DISCONNECTING DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROOF MOUNTED SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT ► —sir SOURCES:UTILITY GRID AND saARARRAY RAwD LnDO �daoaN�r DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM 18LOCATED GROUPED AND WITHIN LINE OF SITE OF wNsrAUAnaI , ... MAIN SERVICE DISCONNECTING MEANS. SOOTTA.GURNEY VPV-mimsa1sne [NEC 705.10, NEC 690.56(C)(I)] EW.3-17-2075 III.. D PLACED ADJACENT TO PV SYSTEM PLUG-IN ION DEVELOPER,LLC IMIIII TYPE BREAKER TO A BUSBAR FOR A LOAD 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 PERMANENT DIRECTORY TO BE LOCATED 888.781.7074 POWER SOURCE SIDE CONNECTION. [NEC 705.12(B)(3)(2)] I AT SOLAR ARRAY RAPID SHUTDOWN I OUTPUT CONNECTION 3 POWER TO THIS BUILDING ISALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE eUPPL�FiDlBrneurlON SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR UTRJWY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] o a © a a © © © a a 0D Z = Z ul dui (E)MAIN SERVICE PANEL COMBINER BOX W LU U O N i TWA. (Y 7 ' `3 J ^ N H U (n Q (N)PV AC DISCONNECT - Z Z h.0 w OZ CC 0- U L 1 Q 0 Yp U O s Q W CO N , ~ 0 PV SYSTEM Ct --- IX m H- O <filQ Ni DISCONNECTS)TO OS J a- o 0 oN PV INVERTER z Q V) ct N LU a0 ^ d d �� OUTPUT CIRCUIT(S) w Z O Q _ ^ Y L L H- UJ ' 11_V�_'�� 4 4 N l2 L2 O O (n' r V `i Q` N N o o NEC glir E G C _ DRAWING BY MARCUS ALVORD DATE II-APR-2023 (E)UTILITY METER 120/240V AC, 60HZ, PROJECT ID SINGLE PHASE 009H7H 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 e" (3MM). SHEET NUMBER REVISON E-9 0