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Plans AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS L I VED y {�`/�I GOVERNING CODES FEB 2 1 202 O SW V North Dakota 3.7 F I. ALL WORK SHALL COMPLY WITH: CITY OF TIGAR '�i�V 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) _•- 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC)2021 OREGON BUILDING DIVISION ev 20 8 INTERNATIONAL FIRE SPECIALTY CODE (IFC) CODE(ORSC) irr- " 2021 OREGON PLUMBING SPECIALTY CODE .. "In-All..4 --- , CONFIDENTIAL-THE INFORMATION ;6, "p AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED ,,, LIABILITY FOR THE BENEFIT OF ANYONE EXCEPT ION x '( i) " DISCLOSED IN WHOLE OR INTO # + s �. Thy Csiy of Te are" a^ BE :° �t"` $' SITE CLASSIFICATION NOTES,OSHA REGULATION dam c1a�,Ee .If-yT 3r DEVOTHERS OUTSIDE RECIPIENTS a OCCUPANCY CLASS. SFR Q"11�19YO ORGANIZATION,EXCEPT IN CONNECTION "+=` -. i CONSTRUCTION CLASS: V-B yy��-3�( py +�f(,yr d, f T %�' t"; ' WITH THE SALE AND USE OF THE + I ZONING TYPE. RESIDENTIAL a�SF"+' a- RESPECTIVE EQUIPMENT,WITHOUT THE r.. dikip �...-;I ..,.d+:. fy p - `.. �+: .aS aSe.Ct-t6. ;_ .. , •. , - I �.�d,lf 'c'4, Y 85•'F- WRITTEN PERMISSION OF ION DEVELOPER, l .. _.z., LLC. - I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. a s• 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE JJJ L• ONTO NEARBY PROPERTIES OR ROADWAYS. 7 � y 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL 8E SPACED NO GREATER THAN 24.ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3'OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC NAB C E P iy' a"y. -• 3111.3.5.3 ITEM 3.2 CERTIFIED r. "`�- l ' ELECTRICAL CRITERIA,NOTESs. PV INSTALLATION y e '' '} q�. TEMPERATURE SOURCE ASHRAE Approved plans ` °3�R„pe' +` - WEATHER STATION: PORTLAND HILLSBORO PROFESSIONAL ) g + I, EXTREME MIN.TEMPERATURE: -8 shall be on job SFt - S� /� SCOTT A. GURNEY Ike �� -- 95 t.6 - rt ASHRAE O.L%HIGH TEMP: 37 /� #PV-0117719-015866 I {}�1 �.. �p �, t !p w' I' I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UN VOERS TYEAVE#900 CPROVO,UT k}CN y' 174]- y, I 2 TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 .a - I H e + _ ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61646,IEC61730J. . S . l - DAVID STANLEY CONRAD Ai x ._ 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO C-ELECTRICAL CONTRACTOR y,;'. 1 LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. CI524 '' .. �+Gd. •-q�' y 5 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL j "` BE PROVIDED AS PER SECTION[NEC 110.26]. h i t w }�i .fir.. . . - . '. 4. # Y ` F , 1. :• K• , $ ,� y rCITY OF TIGARD W [ �1: . t' fro ,1; C . STRUCTURAL CRITERIA NOTESR.E TEWED 1'OR,,CODE COMPLIANCE 1- ' r„ - '. ♦ f ",pF' DESIGN LOAD STANDARD ASCE 7-16 Cl)~ _ .. a .. - se Jr" s • ti� WIND EXPOSURE CATEGORY: BAt�p rove Cl: 1r VI Q ` RS - s "' p - d„ - ;, • WIND SPEED(3-SEC GUST): 96 MPH • I— .. GROUND SNOW LOAD: 36 PSF OTC;C: [ j O ± .. x i ;'�' sr - .4 + ,9 _ -+,u,#. - DESIGN ROOF SNOW LOAD: 26 PSF A Y U y' r z .+ s4 C, a¢ $ yy SEISMIC DESIGN CATEGORY: [permit #: LZy1,3— •1 O T C, U "�— ' s " _ _+ :�G - SEISMIC RISK FACTOR: 11 = O N Q �. . "T G Address: 96(V V $V_ ! _o - �..,L p ^ ~ N �f I� C- • i } d .1.'. CC N J Cn H V '� # SI ttc #: z Q^ fn Q , ;' faas* , ) By: �{� Date: Z/2 0 z Q Y " H W O J O N Ili.„, . O FICE COPY H = W W N '' _ O Q D O CO Q V In }, :. P' illi �S , - Z m O 0 LL d in m 6 i'..., 1. J Z CV .. ... W Y .0 Q W ' SCOPE OF WORK SHEET LIST rn �= "i ,0 PROF- DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET ' - `SS/ AARON BARDSLEY it V-2 SITE PLAN (AD. LIB) ,CD <c, INfFP �9 3.2 KW DC & 2.32 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN r DATE S-4 STRUCTURAL DETAILS / 9 950P I3-FEB-2023 S-5 STRUCTURAL CALCULATIONS & NOTES ALIDITY OF PERMIT / , PV MODULES: (8) SILFAB SOLAR SIL-400 HC+ OREGON E-6 ELECTRICAL DETAILS (LINE DIAGRAM) HE ISSUANCE OF A PERMIT PROJECT ID NVERTER(S): (8) ENPHASE IQ8PLUS-72-2-US E-7 ELECTRICAL CALCULATIONS & NOTES BASED ON CONSTRUCTION �9N 11 20`1� 0090BA E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) DOCUMENTS AND OTHER 4 4AJ RO`II - C� 02/15/2023 ROOF TYPE: COMPOSITION SHINGLE - 2 LAYER(S) E-9 ELECTRICAL LABELS & LOCATIONS DATA SHALL NOT PREVENT SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-I0 ELECTRICAL DIRECTORY PLACARD (AD. LIB) THE CODE OFFICIAL FROM EXPIRES:12/31/24 COVER SHEET •EQUIRING THE CORRECT'ON OF ERRORS. ORSC 105.4 SHEET NUMBER REVISON G-1 0 Y T SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE ION REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO 9568 SOUTHWEST NORTH DAKOTA STREET GREATER THAN 24" ON CENTER IN ANY DIRECTION FRONT OF HOME WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 FOR ANY METER UPGRADES, ENSURE THAT THE UTILITY METER IS LOCATED WITHIN IOFT OF THE REIN CONTAINED D THE L.NOT BE USED CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION FRONT/STREET SIDE OF THE HOUSE. PLEASE ADD A DEVELOPER,LLC NOR SHALL IT BE LABEL SHOWING THE DISTANCE FROM THE FRONT DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS CORNER OF THE HOUSE. ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE 12" -- -- - 12" WRITTEN PERMISSION OF ION DEVELOPER, L . RS2 LC is �BCEP c>, z CERTIFIED PV INSTALLATION �� PROFESSIONAL C- + + II >< +I. + c7•,� SCOTT A. GURNEY + #PV-0117 7 19-015 8 6 6 0 Z ❑ +++ ION DEVELOPER,LLC I. + O + 4801 N UNIVERSITY AVE#900 PROVO.UT r + 84604 Kv >m + + 688.781.7074 Z r+ r + + DAVID STANLEY CONRAD C -ELECTRICAL CONTRACTOR O CI524 0 I— w w CC 12" 7 co 1 a + + + + + + + + + + + + + + + + + + + + I- I- +T+++++++ + + + + + I + I I 1 1 I I • I 1 O + + + + + + + + + + + + + + + + + + + + + + +'+ +++ 1 YQ C.)Q — 12 ' O nl (.. (N) 2 p N Q I JBOX I ° N w `� F- 0 ��,p P ROFFS s� o Z r,, N D 0 C C.B �G I N EF Spy ++++++•++++++++++ 3 0 /,444 9 Q ++++ 1 I+I+I E 9 i LU Cr)0 LU M 9 950P / ++++ a++++ 0 m o Q = ci�i OREGON o co ? E oo ci u_ 0_ NN RSI w Y °O EC cn w J q�IN 11, 2.-��� 02/15/2023 H N rn 0 ovo ovo 4. qN RO`N� 3'-O" f DRAWING BY EXPIRES:12/31/24 CHIMNEY AARON BARDSLEY DATE SCALE: 1/8" = I' O" I3-FEB-2023 0' 2' 4' 8' 16' N PROJECT ID SYSTEM LEGEND (N) (N) O ROOF SECTION ROOF PV MODULE 009OBA O (N)PV COMBINER PANEL If (N)JUNCTION BOX 5/ SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF CRITERIA AND RSI 6 179 23 87% (E) UTILITY METER / �� (N)PV LOAD CENTER ACN)D (N) AC DISCONNECT FIRE SETBACK SPECIFICATIONS RS2 2 269 23 77% SHEET NAME I. . MAIN SERVICE PANEL (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) ••, 0 ROOF PLAN MNN (E)MAIN SERVICE PANEL (N)PV PRODUCTION Cr (N)MICROINVERTER (N)PV MODULE I, i METER SHEET NUMBER REVISON S(UE6 (E) SUBPANEL (N) (N)DC-DC / STRING I DCD(N I (N)DC DISCONNECT S-3 0 I INVERTER It . RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV MODULE ION PV RACKING SPAN AREA TAG SPAN r PV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION t i t t 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. MINI. -45.3 IN. MAX. 5/16"X 3-1/2"ZINC PLATED PV ARRAY DETAIL, FRONT VIEW P-X2 P-XI I FASTENER: STEEL LAG SCREW Y-CANTILEVER P-Y2 15 IN. MIN. -17 IN. MAX. CONFIDENTIAL-THE INFORMATION SCALE: 3/8" = 1'-0" 1 11 t LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION w 1I DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. OTHERS OUTSIDE RECIPIENTS ROOF SHEATHING TYPE: 7/16"OSB X-CANTILEVER L-X2 16 IN. MAX. L-X2— L-XI 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 RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SIZE: 2x4 Y-CANTILEVER L-Y2 7.9 IN. MIN. - 9.8 IN. MAX. WRITTEN PERMISSION OF ION DEVELOPER. RAFTER SPACING: 24 PORTRAIT LLC. ORIENTATION ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 1388.77 P-Y2 — �ABCEP TOTAL PV MODULE AREA(SQ. FT.) 170.4 %PV MODULE ROOF COVERAGE 12% AL-Y2---\ f CERTIFIED LANDSCAPE :� ORIENTATION PV INSTALLATION PROFESSIONAL P-YI 0,_ - SCOTT A. GURNEY ��� ��i #PV-0117 7 19-01 5 86 6 PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER.LLC 4801 N UNIVERSITY AVE#900 PROVO,UT SCALE: 3/8" = I'-0° 84604 ® 888.781.7074 10 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. I— W W IX f- N I- I- PV MODULE a = D 0 CD N LS AlI = r) O N Q MIWoollillak H 1 Ni- U AM O ^ J j (n Q CLICKFIT RAIL o_ Z CI, w H W O a O N 0 Z i W O W N 6" C5 Lc) I CLICKFIT L-FOOT 0 Q ? 0 a m -4 mi I, z 00 LL cLI Z 0 co NiCC (E) COMP SHINGLE v LA N ROOF MEMBRANE iE (n uR F- co co Hi — DRAWING BY MI11111 � COMP SHINGLE FLASHING ���p PROF£s, AARON BARDSLEY 2Z" MIN. ���sxGiNti `sip DATE DEPTH 5/16" ZINC PLATED STEEL tc,. 'y' 13 FEB 2023 LAG SCREW WITH 2-1/2" L 9 950P r. MIN. EMBEDMENT IN TO / PROJECT ID (E) ROOF RAFTER OREGON 0090BA • • STANDOFF DETAIL 4�qN 11' 2o�F� 02/15/2023 SHEET NAME OA '4N R0`N� STRUCTURAL DETAILS SCALE: 3" = I'-0" EXPIRES:12/31/24 SHEET NUMBER REVISON I S-4 0 PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV SYSTEM EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD / FRAMING CALCULATIONS I MODULE MANUFACTURER/ TYPE SILFAB SOLAR SIL-400 HC+ JURISDICTION DEAD LOAD(PSF) RSI RS2 ON 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 7/16"OSB 1.7 7/16" OSB 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 HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B MANUFACTURED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF)(PG) 36 WOOD TRUSS- TOP WOOD TRUSS- DEVELOPER,LLC NOR SHALL IT BE 5/16"X 3-1/2"ZINC PLATED STEEL LAG FRAMING CHORD 2X4 @ 24 IN. 1.0 TOP CHORD 2X4 @ 1.0 DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 O.C. -DF #2 @6 FT. 24 IN. O.C. - DF #2 OTHERS OUTSIDE RECIPIENTS MAX SPAN @6 FT. MAX SPAN ORGANIZATION,EXCEPT IN CONNECTION RACKING DEAD LOAD (PSF) 0.8 WITH THE SALE AND USE OF THE I SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (CSC) RESPECTIVE EQUIPMENT,WITHOUT THE TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD(PSF) EON. 7.4-I WRITTEN PERMISSION OF ION DEVELOPER, LLC. =Ps = (Cs)(0.7)(CE)(CT)(Is)(Ps) TOTAL ROOF DEAD LOAD(PSF) 6.7 6.7 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE)= 1.0 TABLE 7.3-I ADJUSTED TO SLOPED ROOF (PSF) 7.3 7.3 STRUCTURE TYPE - ROOF SHAPE INHABITED- GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 NABCEP MIN. ROOF SLOPE (DEG.) 23 IMPORTANCE FACTOR(Is)= 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.3 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 26.0 CERTIFIED PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps (PSF)= 26 OK TOTAL LOAD(PSF) 36.6 36.6 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 PROFESSIONAL # OF ATTACHMENT POINTS 22 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 - 2x4 DF #2 -2X4 MAX. POINT LOAD (LBS /ATT.) 13.3 SECTION MODULUS(S)(IN"3) 3.06 3.06 , ...K.„ /� SCOTT A. GURNEY #PV-0117719-015866 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 13.3 MOMENT OF INERTIA(I)(IN"4) 5.36 5.36 TOTAL LOAD ON MEMBER (W)(PLF) 73.2 73.2 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (CSC) MAX. MEMBER SPAN (L) (FT) 6 6 gaol N UNIVERSITY AVE#900 PRovO,UT 84fiO4 DESIGN WIND PRESSURE (PSF) =P = OH(GCP)(YE)(YA) EON. 29.4-7 MODULUS OF ELASTICITY(E)(PSI) • 1600000 1600000 888.781.7074 VELOCITY PRESSURE (PSF) =OH = 0.00256(KH)(KZT)(KD)(KE)(V42) EQN. 26.10-I SHEAR (Fv)(PSI) 180 180 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR(YE) = I TABLE 26.13-1 AREA(A)(IN"2) 5.25 5.25 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (5E) = 0.99 FIG. 29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE COEFF.(KH) = 0.70 EON. C26.10-I EON. 26.10-I MAX BENDING STRESS CHECK (FB)(Co)(CF)(CR) (FB)(Co)(CF)(CR) C1524 TOPOGRAPHIC FACTOR (KZT) = 1.0 EON. 26.8-I OH (PSF) = 13.96 BENDING (Fe)(PSI) 900 900 WIND DIRECTIONALITY FACTOR (Ko) = 0.85 TABLE 26.6-I LOAD DURATION FACTOR (Co) 1.15 1.15 SIZE FACTOR (CF) 1.50 1.50 w UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR (CR) 1.15 1.15 W GABLE ROOF 20°< 0 527° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS(PSI) 1785.4 1785.4 I- I- RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 0-1 SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI) _ (wL"2)/(8(S)) 1290.6 1290.6 F EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 72% OK 72% OK p + ASD PRESSURE (O.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 Q (_7D TRIBUTARY AREA (SQ. FT) = 12.6 12.6 9.4 MAX DEFLECTION CHECK- TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED C] _ 1 N Lj MAX. UPLIFT (0.6D+0.6P)(LBS) _ -103.5 -187.6 -210.1 ALLOWABLE DEFLECTION L / 180 L / 180 = o N Q 0.400 IN. 0.400 IN. N "i N U RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(1) (W)(L)"4 / 185(E)(I) O n J I- Q SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 0.103 IN. 0.103 IN. ZZ z 1- O• W EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 26% OK 26% OK L0L.I Z < N U ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK-LIVE LOAD 4 LU 0 0 - 1+7 TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L / 240 L/ 240 Y P 2 Ct N N .L MAX. UPLIFT (0.6D+0.6P)(LBS) _ -56.1 -101.6 -113.8 0.3 IN. 0.3 IN. 0 Q D 0 CO Q U ACTUAL MAX DEFLECTION (W)(L)"4 / I85(E)(I) (W)(L)"4/ 185(E)(D Z m O� 0 LLLL 4 C] co ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.086 IN. 0.086 IN. - Cr -1 Z N CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED W Y sOI- 0 Q (n W .L STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 29% OK 29% OK F m CO LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) = W = 1800(G-3/2)(D'3/4) 12.2.1 MAX SHEAR CHECK ROOF ATTACHMENT FASTENER(D) = 5/I6 IN. LAG SCREW LUMBER SPECIFIC GRAVITY(G)= 0.5 TABLE 2.3.2 ALLOWABLE SHEAR Fv(A) Fv(A) DRAWING BY FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE I2.3.3A 945 LBS. 945 LBS. AARON BARDSLEY FASTENER EMBEDMENT DEPTH (IN.)= 2.5 PRYING COEFFICIENT = 1.4 RF,p PROE'Lr ACTUAL MAX SHEAR (w)(L)!2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS / IN.)= 266.0 �(, ss 220 LBS. 220 LBS. DATE LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 �N� ��G I NE'e. /p 23% OK 23% OK I3-FEB-2023 MAX. ATT. WITHDRAWAL CAPACITY(LBS)= 359.6 > 210.1 MAX UPLIFT DEMAND (LBS) OK 9 950P PROJECT ID OREGON 0090BA SHEET NAME c4NR � Ow�F� 02/15/2023 STRUCTURAL CALCS EXPIRES:12/31/24 SHEET NUMBER BENISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V ID (I) 10 AWG THHN/THWN-2,CU. BLACK (LI) 9.7A AC (MAX) 3 (I) 10 AWG THHN /THWN-2, CU. BLACK (LI) 9.7A AC(MAX) 2 (I) 10 AWG 2C,NM-B W/G,CU. (LI,L2,EGC) 9.7A AC(MAX) I (I) 12 AWG 2C, TC-ER, CU. (LI, L2) 9.68A AC (MAX) ION (I) 10 AWG THHN/THWN-2,CU. RED(L2) 240V AC (I) 10 AWG THHN /THWN-2, CU. RED(L2) 240V AC FREE AIR 240V AC (I) 6 AWG SOLID BARE CU. (EGC) 240V AC (I) 10 AWG THHN/THWN-2,CU. WHITE(N) (I) 10 AWG THHN / THWN-2, CU. GREEN(EGC) (I) 3/4 IN. EMT OR FREE AIR (RACEWAY) (I) 10 AWG THHN/ THWN-2,CU. GREEN(EGC) (I) 3/4 IN. EMT (RACEWAY) (I) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO ELECTRICAL LINE DIAGRAM OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE (E)UTILITY METER LOAD-SIDE SOURCE CONNECTION RESPECTIVE EQUIPMENT.WITHOUT THE 120/240V AC,60HZ, (E)I50A MAIN SERVICE PANEL BUSBAR PLUG-IN TYPE BREAKER (N)ENPHASE 10 COMBINER 4 WRITTEN PERMISSION OF ION DEVELOPER, SINGLE PHASE (E)150A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) LLC. (8)SILFAB SOLAR SIL-400 NC*PV MODULE(S) INTEGRATED UL 1703 LISTED , I' SECONDARY POWER 15A/2P MAX SOURCE(PV OCPD)TO TO IQ ENVOY �BCEP (E)150A/2P BE LOCATED AT GATEWAY (8)ENPHASE IOBPLUS-72-2-US MICROINVERTER(S)1741LISTED OPPOSITE END OF UL 1741 LISTED CERTIFIED BUSBAR FROM PRIMARY SOURCE(MAIN OCPD) (E)LOADS (NEC 705.12) (N)JUNCTION BOX (N)JUNCTION BOX PV INSTALLATION (ID (OPTIONAL-FOR (OPTIONAL-FOR PROFESSI ONAL CONDUCTOR SPLICE) CONDUCTOR SPLICE) .� SCOTT A. GURNEY (N)ISA/2P r (N)I5A/2P \\- (I) #PV-0117719-015866 „ • " I _ aN I I—s L `�' L A "I('� \ —�' CIRCUITOF 8 ����.� ION DEVELOPER.LLC N _ _"' _ _ -, E6, E 1 \\\ �, 4801 N UNIVERSITY AVE 8460E#900 PROVO,UT MODULES E T C�- /. —�� l m 1 E n 888.781.7074 UNDERGROUND E G SERVICE LATERAL oO O O DAVID STANLEY CONRAD -C ELECTRICAL CONTRACTOR C1524 o I, L2 LEC I I— (E)GROUNDING W ELECTRODE W SYSTEM F- Q I— t U Q = N Lj I o N < ' J n Et Z rn 0 J (./) Q Oco ZW O < O N U ELECTRICAL LINE DIAGRAM NOTES a Lu CD Z ClmLLI V) Lu t4, OW m 7 O CO Q = 0 m z E O X J Z N W Y °O < (/) W I— U�! i LD N DRAWING BY AARON BARDSLEY DATE I3-FEB-2023 PROJECT ID 0090BA 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 PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY,/ CONDUCTOR CALCULATIONS TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX (I) I STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC ON JURISDICTION CITY OF TIGARD MAX CURRENT X125% = 12.1 A AC, MAX CURRENT W/ CORRECTION FACTORS= 10.64 A AC WEATHER STATION PORTLAND HILLSBORO PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) ASHRAE EXTREME LOW TEMP (°C) -8 CONDUCTOR SIZE / INSULATION / TYPE = 12 AWG 2C, TC-ER, CU. ASHRAE 0.4% HIGH TEMP (°C) 37 CONDUCTOR AMP. RATING @ 90°C = 30 A CONFIDENTIAL-THE INFORMATION DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% AMB. TEMP. AMP. CORRECTION = 0.91 (NOT APPLIED) HEREIN CONTAINED SHALL NOT BE USED ` ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 12.0 OK FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-400 HC+ RACEWAY SIZE / TYPE = 3/4 IN. EMT OR FREE AIR DISCLOSED IN WHOLE OR IN PART TO CROSS-SECTIONAL AREA OF CONDUCTOR(S) / OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION RATED POWER (PMAX) (W) 400 CABLE(S)(IN."2) = 0.142IN.2 WITH THE SALE AND USE OF THE MAXIMUM POWER VOLTAGE (VMP) 36.05 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.2 RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) LLC. MAXIMUM POWER CURRENT (IMP) 11.1 = 53% > 27% OK OPEN CIRCUIT VOLTAGE (VOC) 43.02 SHORT CIRCUIT CURRENT (ISC) 11.58 JUNCTION BOX TO JUNCTION BOX (2) NABCEP PMP/VMP TEMP. COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC CERTIFIED VOC TEMP. COEFFICIENT -0.28 MAX CURRENT X125% = 12.1 A AC, MAX CURRENT W/ CORRECTION FACTORS= 9.68 A AC SERIES FUSE RATING 20 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PV INSTALLATION ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, CU. PROFESSIONAL ADJ. MODULE VMP @ ASHRAE 2% AVG. HIGH TEMP 30.3 CONDUCTOR AMP. RATING @60°C = 30 A 's•}� /� SCOTT A. GURNEY #PV-OIIJJI9-015866 # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) ION DEVELOPER,LLC INVERTER SPECIFICATIONS ENPHASE 108PLUS-72-2-US AMB. TEMP. AMP. CORRECTION = I (NOT APPLIED) 4801 N UNIVERSITY AVE*900 PROVO,UT TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 12.0 OK 84604 MAX. OR RECOMMENDED MODULE POWER (W) 440 RACEWAY SIZE / TYPE = FREE AIR eaa.ral. or4 DAVID STANLEY CONRAD MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 C-ELECTRICAL CONTRACTOR MINIMUM START VOLTAGE (V) 30 C1524 MAXIMUM START VOLTAGE(V) 58 MAXIMUM INPUT CURRENT (ISC) (A) 15 I- MAX CONTINUOUS OUTPUT POWER (VA) 290 JUNCTION BOX TO COMBINER BOX (3) Lu MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX INVERTER OUTPUT CIRCUIT CURRENT = 9.7 A AC (- co NOMINAL (L-L) OUTPUT VOLTAGE 240 MAX CURRENT X125% = 12.1 A AC, MAX CURRENT W/ CORRECTION FACTORS= 10.64 A AC CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) Q o CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. u co SYSTEM ELECTRICAL SPECIFICATIONS CIR I CONDUCTOR AMP. RATING @60°C = 40 A 4 = NUMBER OF MODULES PER CIRCUIT 8 # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) = M o N G DC POWER RATING PER CIRCUIT (STC)(W DC) 3200 AMB. TEMP. AMP. CORRECTION = 0.91 (NOT APPLIED) tx N s ^ v TOTAL MODULE QUANTITY 8 PV MODULES ADJUSTED AMPACITY COMPLIANCE (A) = 40 > 12.0 OK J N •I- U 0 z rn cn D cn Q STC DC POWER RATING OF ARRAY 3200W DC RACEWAY SIZE / TYPE = 3/41N. EMT O oc a w CROSS SECTIONAL AREA OF CONDUCTOR(S) / F W 0 p 0 N cU INVERTER OUTPUT CIRCUIT CURRENT(A AC) 9.68 CABLE(S)(IN."2) = 0.063 IN."2 Q p c9 O - " 3 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N."2 ce Q H ce m N N % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) =O m p o u_ = o m CIRCUIT OCPD RATING (A) 15 = 40% > 12% OK z z N 0 _ 1 a- 3 nj COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 9.68A AC w r °D Q N LL Y .. PV POWER PRODUCTION SYSTEM OCPD RATING � F ' " (X125%) I5A COMBINER BOX TO MAIN PV OCPD (10) MAX. ARRAY STC-AC POWER (W) 2320W AC (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 9.7 A AC DRAWING BY MAX. ARRAY CEC-AC POWER (W) 2854W AC (CEC) MAX CURRENT X125% = 12.1 A AC, MAX CURRENT W/ CORRECTION FACTORS= 10.64 A AC AARON BARDSLEY PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. DATE 13 FEB 2023 VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.1 241.1 0.46% CONDUCTOR AMP. RATING @90°C = 40 A VRISE SEC. 2 (JBOX TO COMBINER BOX) 45 10 Cu. 1.0 241.0 0.44% # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) PROJECT ID VRISE SEC. 3 (COMBINER BOX TO POI) 10 10 CO. 0.2 240.2 0.10% AMB. TEMP. AMP. CORRECTION = 0.91 (NOT APPLIED) 0090BA TOTAL VRISE 2.4 242.4 1.00% OK ADJUSTED AMPACITY COMPLIANCE (A) = 40.0 > 12.0 OK * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. RACEWAY SIZE / TYPE = 3/4 IN. EMT SHEET NAME CROSS-SECTIONAL AREA OF CONDUCTOR(S) / ELECTRICAL CALCS. CABLE(S)(IN."2) = 0.084 IN."2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 SHEET NUMBER REVISON % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) E-7 0 = 40% > 16% OK ELECTRICAL FIELD-APPLIED HAZARD MARKINGS n AT EACH PV SYSTEM DISCONNECTING MEANS. � SIGN LOCATED ON OR NO MORE THAN 3 I PHOTOVOLTAIC SYSTEM I [NEC 690.54, NEC 690.13(B)] P.` "'ID SHUTD04"!N I ' I FT FROM THE RAPID SHUT DOWN ON A AC DISCONNECT A >WITCH OE DISCONNECT SWITCH [NEC 690.56(C)]. RATED AC OUTPUT CURRENT 9.7A GL VAR : {S_ r`_ 1 NOMINAL OPERATINGACVOLTAGE 240 V "_--' FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION SOLAR PV SYSTEM G HEREIN CONTAINED SHALL NOT BE USED J EQUIPPEDBE LOCATED AT EACH SERVICE FOR THE BENEFIT OF ANYONE EXCEPT ION FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV DEVELOPER, LLC NOR SHALL IT BE AR B TERMINALS OF THE DISCONNECTING MEANS TURN RAPID SiuTCOwN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. 'O%ITCHFF POSITION 690.56(C)] OTHERS OUTSIDE RECIPIENTS , , ORGANIZATION,EXCEPT IN CONNECTION TERMINALS ON THE LINE AND [NEC 690.13(B), NEC 705.22] snuroowN iEN WITH THE SALE AND USE OF THE MO ROWE LOAD SIDES MAY BE ENERGIZED SHOCK WARD , RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION ., --INTNE'WMY - WRITTEN PERMISSIONC F ION DEVELOPER, AT EQUIPMENT CONTAINING OVERCURRENTIII WA PERMANENT DIRECTORY TO BE LOCATED T MAIN SERVICEL C WARNING DEVICES IN CIRCUTS SUPPLYING POWER TO A ** J THE LOCATION OF THE PVENT RAPIDNOTING NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM POS4ERTO THIS BUILDING IS ALSO SUPPLIED SHUTDOWN SYSTEM DISCONNECTING CERTIFIED DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FRON A ROOF MOUNTED SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT PV INSTALLATION SOURCES:UTILITY GRID AND BDwT ARRAY RAPOSNUTmxNdaccTwecr DOWN DISCONNECT SWITCH IS NOT IS LOCATED GROUPED AND WITHIN LINE OF SITE OF PROFESSIONAL PV SOLAR ELECTRIC SYSTEM MAIN SERVICE DISCONNECTING MEANS. S, /, SCOTT A. GURNEY [NEC 705.10, NEC 690.56(C)(I)] *PV-00 7 719-015866 ION DEVELOPER,LLC Q WARN PLACEDADJACENTTO SYSTEM PLUG-IN4801 N UNIVERSITY AVE #900 PROVO,UT D TYPETO BREAKER TO A BUSBAR FOR A LOADD84604 POWER SOURCE SIDE CONNECTION. [NEC 705.I2(B)(3)(2)] ®WARNING .f I PERMANENT DIRECTORY TO BE LOCATED 888.781.7074 AT SOLAR ARRAY RAPID SHUTDOWN I OUTPUT CONNECTION i POWER TO THIS BUILDING IS ALSO SWITCH DENOTING THE LOCATION OF i THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD DO NOT RELOCATE THIS SUPPLIED FROM MAIN OISTR®UTION SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR OVERCURRENT DEVICE UT1OTYDISCONNECTLOCATEa DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] F UJ W a a CC 0 © 0 0 © a H- (E)UTILITY METER 0 + 120/240V AC,60HZ, © Q = D SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX = o N Li r- - 1- N r LZ m 7 Z Cr. 0 to J co Q mwu�wNO _.� O Z Q 0-CO Y IL "`"� Cf)I. DJ O _I O N '-' £YWRma Q W (> O - M 0 PV SYSTEM O CC m 0 co a a U DISCONNECT(S)TO Z L_ d O co PV INVERTER - CC J z ' (N)PV BREAKER OUTPUT CIRCUIT(S) W Y Q C L.1 LI H U_ 4) CD .. N 4 N A aI� r\ �/) 0 0' I-- Ni O O ) EGG DRAWING BY Pr—MI AARON BARDSLEY DATE I3-FEB-2023 LII NI LII PROJECT ID 0090BA 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 8" (3MM). SHEET NUMBER BENISON E-9 0