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Plans (5) AERIAL SITE VIEW '` " JURISDICTION CODES AND STANDARDS RECEIVED • ION - ,,,y,,, * a - GOVERNING CODES FEB 1 4 2023 - I. ALL WORK SHALL COMPLY WITH: - '. - - - : el �,.. 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) a I'., 9 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) GIP(1 OF TI UHhLi 0 , I 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) BUILDING DIVIS ON ' , s: r 1 2018 INTERNATIONAL FIRE CODE (IFC) ' •6 .�. 2021 OREGON PLUMBING SPECIALTY CODE V : 5tv- fi { CONFIDENTIAL-THE INFORMATION "." 5„'.. •`r *fir # #* I S .$ AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED ` \ FORDEVELOPER,THE B I LLOCFNOR SHALL I ANYONE T ION f ay �„ l 31 `� y 7: y <-, " `; DISCLOSED IN WHOLE OR IN PART TO • ^ I ` «k 1= ,46,.. +'sl :.,k s _ _ ^ SITE CLASSIFICATION NOTES,OSHA REGULATION Approved plans OTHERS OUTSIDE RECIPIENTS ':C ^ D 7 # It -mow .; - '�� f OCCUPANCY CLASS: SFR ORGANIZATION,EXCEPT IN CONNECTION - k "' WITH THE SALE AND USE OF THE ! $" - - r* CONSTRUCTION CLASS: V-B ��-,�'yli �e on job 5� =71. RESPECTIVE EQUIPMENT,WITHOUT THE ka - ■■ y ZONING TYPE RESIDENTIAL • < � WRITTEN PERMISSION OF ION DEVELOPER, { , IMP 1 C. �..e „��• 1. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. -. Y � 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE VIP' 1 ONTO NEARBY PROPERTIES OR ROADWAYS. // it 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHMENTS SHALL BE SPACED NO GREATER /n I/�FS/�C "�=.Ali THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE,HIP.EAVE,OR RIDGE OSSC XI -1Dl EI �� mg r , ) ,� - �'Z. 3111.3.5.3 ITEM 3.2 CERTIFIED LI. r,, Id..lT�i .4; S lf +' ELECTRICAL CRITERIA,NOTES V INSTALLATION I City of Tigard and. its P I 1C TEMPERATURE SOURCE: ASHRAE yam' - yke. '$ 'f WEATHER STATION: PORTLAND HILLSBORO shah �°)$ be x '" -, ,+ � _. ,. EXTREME MIN. TEMPERATURE: -8 employees discrepancies SCOTT A. GURNEY fit-, PROFESSIONAL .II ;n..�, ' ASHRAE 0.49'HIGH TEMP: 37 responsible fOr . - / I #PV-0117719-015866 o- •�... " appear r ;(sFa ^'J 3 'wsr Tve"�i . ( ION DEVELOPER,LLC Y K. � _ . ,_ (... y I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT ' '' . . !r ( 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 '�.- �^ '� < ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.761.7074 M. , L - 3.CPV MODULE CERTIFICATIONS WILL INCLUDE ULI703,IEL6I646,IE C61730. fy 4 r- 9k . DAVID STANLEY CONRAD ert y. _ y� 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO C-ELECTRICAL CONTRACTOR `�- + g7ef LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. .1 k1 " t - PROVIDED AS PER AND WORKING[NEC ILO RA E AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL SE 61 i - ri F a 'E�. ,�. -. ,. � ` i4.. - s ` T'I�I_ 4141 BE _ ,,,.4 —q 5 PROPER ACCESS CLEARANCE , iirx w • c ` k s STRUCTURAL CRITERIA,NOTES CITY OF Tlla,�t',� ab.iliii'w. Pillit � e:.d >' ` ;, F i 0 "- - DESIGN LOAD STANDARD: ASCE 7-16 z WI , 8 § WIND EXPOSURE CATEGORY: B RE��'IEWLn OIZyy//(�����ODE COMPLIANCE cn y-�i 'I WIND SPEED(3-SEC GUST): 96 MPH / ❑J + \//j� eh c , #_ '. - ti GROUND SNOW LOAD. 36 PSF O • ;• Approacd: [ .4M DESIGN ROOF SNOW LOAD: 25 PSF 1 2 I '�- "�'f .!. �' SEISMIC DESIGN CATEGORY: D OTC: [ I p N c4 SEISMIC RISK FACTOR: II Z re, ^ a ea. Permit # : — ce 04 I �' f .RrriS(7,a23 ooC��f8 1— (n 1— I,,: Address41"X7SSW Lf uSs cS'r- z °a I—I- °, � to a �` OFFICE COPY suite : z // Q o I r} n.Tte �/S/23 1 W 0 W I ! i ... r 1 _ Z CC 0 J Z Ili ' 1 3' Q tfi Q 7 IL FL U N 0 Z 4 SCOPE OF WORK SHEET LIST "' °9 ~ V siS DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET �p PROF KAYLA MAE AREVALO S-3 ROOF PLAN c F3' 6.4 KW DC & 4.64 KW AC PHOTOVOLTAIC SOLAR ARRAY S-4 STRUCTURAL DETAILS 54 I N `r/Q DATE S-5 STRUCTURAL CALCULATIONS & NOTES V'' LfDITY OF PERMIT -�� F� f F4 v II-FEB-2023 E-6 ELECTRICAL DETAILS (LINE DIAGRAM) T E ISSUANCE OF A PERMIT ' 9 950P r" PV MODULES: (16) SILFAB SOLAR SIL-400 HC+ E-7 ELECTRICAL CALCULATIONS & NOTES ' 1'SED ON CONSTRUCTION PROJECT ID INVERTER(S): (16) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS II •CUMENTS AND OTHER OREGON 009014 iiATA SHALL E CODE OFFFIT PREVENT ICIAL FROM 4✓4'�' 11, 20�� l SHEET NAME ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) , 02/10/2023 PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT REMU1RING THE CORRECT ON qN ROW\- COVER SHEET •F ERRORS. ORSC 105.4 EXPIRES:12/31/24 SHEET NUMBER REVISOR G-I 0 SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE I FJ REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO GREATER 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 3' O„ y• O IN ANY METER UPGRADES, ENSURE THAT THE (N) (3) CONFIDENTIAL-THE INFORMATION UTILITY METER IS LOCATED WITHIN 10FT OF THE HEREIN CONTAINED SHALL NOT BE USED + + + + + + + + + + i + I. + + + + + + + + + + + + + + FOR THE BENEFIT OF ANYONE EXCEPT ION FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A „ + + + * + + + + + + + + +•# + + + + + + + + + + •NIV'WH + + i 3'_0" DEVELOPER,LLC NOR SHALL IT BE + + + + + + + + + i + ,. + + + + + + + + + + + + + + LABEL SHOWING THE DISTANCE FROM THE FRONT 3 -� +++++++++++++++++++++i+#+++++++y+++++++++++ + +y• (3) P y+y+ i DISCLOSED IN WHOLE OR IN PART TO CORNER OF THE HOUSE. + + + + OTHERS OUTSIDE RECIPIENTS + i + 1 ORGANIZATION,EXCEPT IN CONNECTION + WSE OF THE ++i ++* I RESPECTIVE QUIP ENSALED T, WITHOUT THE 0 + +i ++ + ++ X WRITTEN PERMISSION OF ION DEVELOPER, LLC. N + i + z 0 * * * + + i + 7 + + + + + i + + + + + NABCEP aiir +*+ +++ CERTIFIED ill I. .1 # ]+i+#+ PV INSTALLATION + + + Ut' +++++++ PROFESSIONAL + i + J + # + + rj, I SCOTT A.GURNEY + i + 71 #PV-0117719-015866 II +++i+++ aION DEVELOPER.LLC i + w 4801 N UNIVERSITY AVE #900 PROVO,UT O + + O Z 84604 oil + i # 0 888.781.7074 IA^ +++i+++ LL DAVID STANLEY CONRAD + + + + 0 C-ELECTRICAL CONTRACTOR + i +II S + + + 0 C1524 i Hi # z +#+i,+. 0 nil # 4 + + + + + LI- + i + + + + + + 4 + il I+I--��+i+++ ^x Z �I# 4 + a ll + 4 + > + + + + W _I• + + + + + + + + # + # + + + + + + + + + + + * (n N jp L3'-0„ . + + + + + + + + + + z p Na + + + + + + + + + + + aN N.- + + + + + + + + +*+ H H st U+*# : NE- ^ Q + + + + + + + + + + + + + + + + + Z 0' d V + + + + + + + + + + + * + + + + #• 3'_0" • EA PROF o z 1— z a a0 r w * + * + + + + # + + + + + + + + + 3' 0" T `"V <` O J o 4co co co c 9 95OP z & o J o 0 OREG N w r 0 a w 9275 SW LOCUST ST ✓qN 11 201� 7 E NI ~ `O "° 44N ROw\,C, 02/10/2023 DRAWING BY KAYLA MAE AREVALO EXPIRES:12/31/24 DATE SCALE: I/8" = I'-0" 0' 2 4 8 16' II-FEB-2023 SYSTEM LEGEND (N) (N)PV COMBINER PANEL (N) (N) JUNCTION BOX O ROOF SECTION ROOF PV MODULE PROJECT ID C JBOX s/ SUNEYE LOCATION SECTION OTY AZIMUTH PITCH TSRF 009014 CRITERIA AND RSI 5 90 40 74% rind (E) UTILITY METER/ (( (N)PV LOAD CENTER ANl (N) AC DISCONNECT ;, FIRE SETBACK SPECIFICATIONS RS2 II 270 40 70% Cb SHEET NAME � i MAIN SERVICE PANEL (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) -•.- 0 ROOF PLAN re (E) (E)MAIN SERVICE PANEL (N)PV PRODUCTION (N) MICROINVERTER MMN METER AO (N) MODULE SHEET NUMBER REVISON L(E) (E) SUBPANEL (N) (N)DC-DC / STRING ® (N)DC DISCONNECT - S-3 0 SUB I INVERTER RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA /-PV MODULE I I OIi PV RACKING SPAN AREA TAG SPAN /rPV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION �i1 t I - 1 t PORTRAIT RACKING TYPE RAIL X-SPACING P-XI 48 IN.O.C. MAX. ( MM 1rW ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. I q i N Li 11 STANDOFF TYPE: L-FOOT 8 FLASHING Y-SPACING P-YI 41.3 N. MIN. -45.3 N. MAX. PV ARRAY DETAIL, FRONT VIEW I —P-X2 P-X 8 5/16'X 3-1/2'ZINC PLATED CONFIDENTIAL-THE INFORMATION FASTENER: STEEL LAG SCREW Y-CANTILEVER P-Y2 IS IN. MIN. - 17 IN. MAX. SCALE: 3/8" = I'-0" a �I 1'' - LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED ®�l .>ORIENTADSCATION FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION {y ---�y dddd YJ DEVELOPER,LLC NOR SHALL IT DISCLOSED IN WHOLE OR IN PARTTO ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. RECIPIENTS ROOF SHEATHING TYPE: I72"PLYWOOD X-CANTILEVER L-X2 16 IN. MAX. IN—L-X2 L-XI ORGANIZATION,EXCEPTCONNECTION STRUCTURE TYPE: CONVENTIONAL FRAMING Y-SPACING L-YI 21.1 IN. MINI. -25.1 IN. MAX. WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SIZE: 2x8 Y-CANTILEVER L-Y2 7.9 IN. MINI. -9.8 IN. MAX. WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 PORTRAIT LLC. ORIENTATION ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 2067 P-Y2 XIABCEP TOTAL PV MODULE AREA(SQ. FT.) 340.8 ---\ %PV MODULE ROOF COVERAGE 16% L-Y2 CERTIFIED LANDSCAPE ORIENTATION PV INSTALLATION „„„,„,___ PROFESSIONAL P-YI �� ./ L SCOTT A. GURNEY SQL ./� #PV-0117 719-015 8 6 6 PV ARRAY DETAIL, SIDE VIEW ....r.....111. ION DEVELOPER,LLC SCALE: 3/8" = 1'-0" �, 4801 N UNIVERSITY AVE#900 PROVO,UT � 84604 � 888.781.707E DAVID STANLEY CONRAD L-YI 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. Z > w rn PV MODULE H _ n Aillilla\ z O N Q < M � n I AiMIII k N J U H H N N Q CLICKFIT RAIL zo H H P a W w I . Z Cr) Z J Cf U 6" . CLICKFIT L-FOOT LU > CO a so o 0 Q uu i, I; z a (n w di(E) COMP SHINGLE I- a GU N C p 4 - : ROOF MEMBRANE v> i o H .o i- .... .6...... J � DRAWING BY - k" COMP SHINGLE FLASHING '<0 PROF£s KAYLA MAE AREVALO 2i" MIN. C. *GI NEE sfp �5 DATE DEPTH 5/16" ZINC PLATED STEEL `i II-FEB-2023 LAG SCREW WITH 2-I/2" 9 950P MIN. EMBEDMENT IN TO PROJECT ID (E) ROOF RAFTER OREGON 009014 vqN 11, "P ek SHEET NAME 0 STANDOFF DETAIL q<4N ROw\F, 02/1O/2023 STRUCTURAL DETAILS SCALE: 3" = I'-0" EXPIRES:12/31/24 SHEET NUMBER REVISON S-4 0 PV SYSTEM STRUCTURAL SPECIFICATIONS AND CALCULATIONS PV SYSTEM EQUIPMENT SPECIFICATIONS DESIGN LOCATION AND SITE SPECIFICATIONS GRAVITY LOAD / FRAMING CALCULATIONS MODULE MANUFACTURER/ TYPE SILFAB SOLAR SIL-400 HC+ JURISDICTION DEAD LOAD (PSF) RSI RS2 I O SOLAR MODULE WEIGHT (LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION 4 0 COMPOSITION 4.0 SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE SHINGLE SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 1/2"PLYWOOD 1.7 I/2"PLYWOOD 1.7 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY /RISK CATEGORY II PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED(MPH (3-SEC GUST)) 96 CONFIDENTIAL-THE INFORMATION CONVENTIONAL HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B CONVENTIONAL FOR THE BENEFIT OF ANYONE EXCEPT ION FRAMING - PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD(PSF) (Pc) 36 FRAMING - RAFTER RAFTER 2X8 @ 24 DEVELOPER,LLC NOR SHALL IT BE 5/I6"X 3-I/2"ZINC PLATED STEEL LAG FRAMING 2X8 @ 24 IN. O.C. - I.B 1.8 DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 DF #2 @12.6 FT. IN. O.C. -DF #2 OTHERS OUTSIDE RECIPIENTS MAX SPAN @10.6 FT. MAX ORGANIZATION, EXCEPT IN CONNECTION RACKING DEAD LOAD (PSF) 0.8 SPAN WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD (PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16(CAC) 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)(Pc) TOTAL ROOF DEAD LOAD (PSF) 7.5 7.5 PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE) = 1.0 TABLE 7.3-I ADJUSTED TO SLOPED ROOF (PSF) 9.9 9.9 STRUCTURE TYPE - ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR (CT)= 1.0 TABLE 7.3-2 �ABCEP MIN. ROOF SLOPE (DEG.) 40 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 4.0 4.0 MEAN ROOF HEIGHT(FT.) 23 SLOPE FACTOR(CS) = 0.7 FIG. 7.4-1 ROOF LIVE LOAD < ROOF SNOW LOAD (PSF) 25.0 25.0 CERTIFIED PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps(PSF) = 25 OK TOTAL LOAD (PSF) 38.9 38.9 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 PROFESSIONAL # OF ATTACHMENT POINTS 37 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2- 2X8 DF #2 -2x8 MAX. POINT LOAD (LBS/ATT.) 15.8 SECTION MODULUS (S)(IN"3) 13.14 13.14 rj.Yj /.1 SCOTT A. GURNEY MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 15.8 MOMENT OF INERTIA (1)(IN"4) 47.63 47.63 #PV-0117719-015866 TOTAL LOAD ON MEMBER(W)(PLF) 77.8 77.8 ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO, UT DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (CAC) MAX. MEMBER SPAN (L) (FT) 12.6 10.6 84604 DESIGN WIND PRESSURE (PSF)= P = QH(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)(V"2) EQN. 26.10-I SHEAR (Fv)(PSI) 180 180 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-1 ARRAY EDGE FACTOR (YE) = I TABLE 26.13-1 AREA(A)(IN'2) 10.875 10.875 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (Zc)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE CDEFF.(KH) = 0.70 EQN. C26.10-1 EQN. 26.10-1 MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) C1524 TOPOGRAPHIC FACTOR (KZT) = 1.0 EON. 26.8-1 OH(PSF) = 13.96 BENDING (FB) (PSI) 900 900 WIND DIRECTIONALITY FACTOR (KD) = 0.85 TABLE 26.6-1 LOAD DURATION FACTOR(CD) 1.15 1.15 SIZE FACTOR (CF) 1.20 1.20 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR (CR) 1.15 1.15 GABLE ROOF 27° < 0 s45° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2D ALLOWABLE BENDING STRESS(PSI) 1428.3 1428.3 Z RAIL -PORTRAIT MODULE ORIENTATION 48 IN. O.C. 48 IN. D.C. 48 IN. O.C. 48 IN. O.C. Q SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI) - (wL"2)/(8(S)) 1409.5 997.6 > w EXTERNAL PRESSURE COEFF. (GCE)_ -1.8 -2.0 -3.2 0.9 99% OK 70% OK 0 + ASD PRESSURE (0.6P)(PSF)= -12.06 -13.40 -21.44 16.75 I_ 2 TRIBUTARY AREA (SQ. FT)= 12.6 12.6 9.4 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED Z p N C j MAX. UPLIFT (0.6D+0.6P)(LBS)_ -128.7 -145.6 -184.9 ALLOWABLE DEFLECTION L/ 180 L/ 180 4 KR J ICD i U I- J U 0.840 IN. 0.707 IN. N F U RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. 0.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)(0 F _IEnQ • SOLAR PANEL PRESSURE EQ. FACTOR (VA)= 0.80 0.80 0.80 0.80 0.240 IN. 0.120 IN. Z N Q_ 0_ U EXTERNAL PRESSURE COEFF. (GCE)- -L8 -2.0 -3.2 0.9 29% OK 17% OK ZZ N ZO Q Y W J U ASD PRESSURE (0.6P)(PSF) _ -12.06 -13.40 -21.44 16.75 MAX DEFLECTION CHECK -LIVE LOAD Q > U CD Cf) w `� • TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L / 240 L/ 240 K LL1 O coV) co MAX. UPLIFT (0.60+0.6P)(LBS) _ -69.8 -78.9 -100.2 0.63 IN. 0.53 IN. O _IO Q 2 U o ACTUAL MAX DEFLECTION (W)(L)"4 / I85(E)(D (W)(LY4/ 185(E)(0 Z CC 0 Li_J 0- p ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.209 IN. 0.105 IN. Q W Y L/) W 2 N Q V) CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED I- U t\ CD 702 i STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 33% OK 20% OK N a, T F LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = 1800(G"3/2)(D"3/4) 12.2.1 MAX SHEAR CHECK ROOF ATTACHMENT FASTENER (D) = 5/16 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 12.3.3A 1957.5 LBS. 1957.5 LBS. KAYLA MAE AREVALO FASTENER EMBEDMENT DEPTH (IN.)= 2.5 PRYING COEFFICIENT = 1.4 Ep PROFPP ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.) = 266.0 "y �� C3`s 490 LBS. 412 LBS. DATE LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 VG I N£E•� /py 25% OK 21% OK I I-FEB-2023 MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 184.9 MAX UPLIFT DEMAND(LBS) OK v 950E rPROJECT ID OREG N 009014 SHEET NAME 9`AINiR0`14\'�y 02/10/2023 STRUCTURAL CALCS SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG 0TY SIZE-it TYPE DESIGNATOR I/V TAG OTY SIZE-it TYPE DESIGNATOR I/V TAG DIY SIZE-it TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V 10 (I) 10 AWG THHN /THWN-2,CU. BLACK (LI) 19.4 A AC (MAX) 3 (2) 10 AWG THHN/THWN-2,CU. BLACK (LI) 13.3A AC(MAX) 2 (I) 10 AWG 2C,NM-B W/G, CU. BLACK(LI) 13.3 A AC(MAX) I (I) 12 AWG 2C, TC-ER,CU. (LI,L2) 13.3 A AC(MAX) ION (I) 10 AWG THHN/THWN-2,CU. RED(L2) 240V AC (2) 10 AWG THHN/ THWN-2,CU. RED(L2) 240V AC (I) 10 AWG 2C,NM-B W/G, CU. RED(L2) 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) 10 AWG 2C, NM-B W/G, 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) IN. FREE AIR 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 (16)SILFAB SOLAR SIL-400 HOE PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO ELECTRICAL LINE DIAGRAM UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (E)UTILITY METER LOAD-SIDE SOURCE CONNECTION (N)JUNCTION BOX (16)ENPHASE IOBPLUS-72-2-US MICROINVERTER(S)[240V] RESPWIECTIVE EAUIPMENTH THE SALE D.WE OF THE THOUT THE 120/240V AC,60HZ, (E)200A MAIN SERVICE PANEL BUSBAR PLUG-IN TYPE BREAKER (N)ENPHASE ID COMBINER 4 (OPTIONAL-FOR UL 1741 LISTED WRITTEN PERMISSION OF ION DEVELOPER, SINGLE PHASE (E)200A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. (N)20A/2P (I) I A- A SECONDARY POWERA �\T_ CIRCUIT �� ® �I3CEP II SOURCE(PV OCPD)TO OF II �.0® (E)200A/2P BE LOCATED AT EGG MODULES OPPOSITE END OF INTEGRATED -�Erl BUSBAR FROM PRIMARY 15A/2P MAX J V CERTIFIED Cioc) SOURCE(MAIN OCPD) TO IO ENVOYE)LOADs (NEC 705.12) GATEWAYPV INSTALLATION �zCIPROFESSIONAL - (N)JUNCTION BOX cj-I),I� SCOTT A. GURNEY (N)254/2P n (N)ISA/2P - (II '� /7 #PV-0117 7 19-015 8 6 6 �� CIRCUIT �� ION DEVELOPER,LLC I) • " I ON --o a �' " " \• �� OF 5 ���� 4801 N UNIVERSITY AVE#900 PROVO,UT MODULES ry - ,“ ec,r _ e.� J_ 84604 .e., J O 0 888.781.7074 UNDERGROUND G SERVICE LATERAL 0 DAVID STANLEY CONRAD O O O C-ELECTRICAL CONTRACTOR C1524 (E)GROUNDING ELECTRODE SYSTEM Z = a UJ 0 +I— D = I Z0 N V EC N I 1 U n O Z" H- < co Li � Q (n p J 0 .f U ELECTRICAL LINE DIAGRAM NOTES o 'w Y l Q o a V 0 Z ix 0 uk J Z Q in Q (n W H- V 04 C7 'p ;p N Ct 0' I— .:. DRAWING BY KAYLA MAE AREVALO DATE I I-FEB-2023 PROJECT ID 009014 SHEET NAME ELEC. LINE DIAG. ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 16 X 298 W = 4.768 KW AC SHEET NUMBER REVISON E-6 0 PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY / CONDUCTOR CALCULATIONS ION TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX (I) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 A AC .... JURISDICTION CITY OF TIGARD MAX CURRENT X125% = 16.6375 A AC, MAX CURRENT W/ CORRECTION FACTORS= 14.63 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 FOR THE BENEFIT OF ANYONE EXCEPT ION ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 17.0 OK DEVELOPER,LLC NOR SHALL IT BE PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-400 HC+ RACEWAY SIZE / TYPE = 3/4IN. EMT OR FREE AIR DISCLOSED IN WHOLE OR IN PART To OTHERS OUTSIDE RECIPIENTS CROSS-SECTIONAL AREA OF CONDUCTOR(S) / ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE CABLE(S)(IN. 2) = 0.142 IN.2 RATED POWER (PMAX) (W) 400 RESPECTIVE EQUIPMENT,WITHOUT THE MAXIMUM POWER VOLTAGE (VMP) 36.05 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.2 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 = 13.3 A AC CERTIFIED VOC TEMP. COEFFICIENT -0.28 MAX CURRENT X125% = 16.6375 A AC, MAX CURRENT W/ CORRECTION FACTORS= 13.31 A AC PV INSTALLATION SERIES FUSE RATING 20 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PROFESSIONAL ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, CU.ADJ. MODULE VMP @ ASHRAE 2% AVG. HIGH TEMP 30.3 CONDUCTOR AMP. RATING @60°C = 30 A c'_e�7 GURNEY scorn#PV-0117719-015866 A. 15866 # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) ION DEVELOPER,LLC INVERTER SPECIFICATIONS ENPHASE IQ8PLUS-72-2-US AMB. TEMP. AMP. CORRECTION = I (NOT APPLIED) 4801 N UNIVERSITY AVE#900 PROVO,UT ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 17.0 OK 84604 TYPE MICROINVERTER 888.781.7074 MAX. OR RECOMMENDED MODULE POWER (W) 440 RACEWAY SIZE / TYPE = FREE AIR 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 MAX CONTINUOUS OUTPUT POWER (VA) 290 JUNCTION BOX TO COMBINER BOX (3) MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 A AC U) Z NOMINAL (L-L) OUTPUT VOLTAGE 240 MAX CURRENT X125% = 16.64 A AC, MAX CURRENT W/ CORRECTION FACTORS= 18.28 A AC Q CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) w CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. 0 _ SYSTEM ELECTRICAL SPECIFICATIONS CIR 1 CIR 2 CONDUCTOR AMP. RATING @75°C = 35 A cn o n1 t� NUMBER OF MODULES PER CIRCUIT II 5 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 Z DC POWER RATING PER CIRCUIT (STC)(W DC) 4400 2000 AMB. TEMP. AMP. CORRECTION = 0.91 Ct N U H U TOTAL MODULE QUANTITY 16 PV MODULES ADJUSTED AMPACITY COMPLIANCE (A) = 25.48 > 13.3 OK o6 N rn Cn J cn Q STC DC POWER RATING OF ARRAY 6400W DC RACEWAY SIZE / TYPE = 3/4IN. EMT o 0 H Q Q w CROSS SECTIONAL AREA OF CONDUCTOR(S) / �. Z cn p _J C5 .. cC.) INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.31 6.05 CABLE(S)(IN."2) = 0.106IN."2 > CZ� w w 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 16.64 7.56 CROSS SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 O CC CO co J J Q ! % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) o o 3 o LL o 0 CIRCUIT OCPD RATING (A) 20 15 = 40% > 20% OK ? Q Q W Y In COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 19.36A AC w 1-0 v N 4 J PV POWER PRODUCTION SYSTEM OCPD RATING - (X125%) 25A COMBINER BOX TO MAIN PV OCPD (10) N o' ~ v MAX. ARRAY STC-AC POWER (W) 4640W AC (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 19.4 A AC DRAWING BY MAX. ARRAY CEC-AC POWER (W) 5708W AC (CEC) MAX CURRENT X125% = 24.2 A AC, MAX CURRENT W/ CORRECTION FACTORS= 21.27 A AC KAYLA MAE AREVALO 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 VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.5 241.5 0.64% CONDUCTOR AMP. RATING @75°C = 35 A II-FEB-2023 VRISE SEC. 2 (JBOX TO COMBINER BOX) 65 10 Cu. 2.1 242.1 0.87% # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) PROJECT ID VRISE SEC. 3 (COMBINER BOX TO P01) 10 10 Cu. 0.5 240.5 0.19% AMB. TEMP. AMP. CORRECTION = 0.91 (NOT APPLIED) 009014 TOTAL VRISE 4.1 244.1 1.70% OK ADJUSTED AMPACITY COMPLIANCE (A) = 35.0 > 24.0 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) / CABLE(S)(IN."2) = 0.084IN."2 ELECTRICAL CALCS. CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 SHEET NUMBER REVISON % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) E ] 0 = 40% > 16% OK ELECTRICAL FIELD-APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 • LOCATED ON EXTERIOR, ION PHOTOVOLTAIC SYSTEM A [NEC 690.54, NEC 690.13(B)] RAPID SL T DO'PdN u FT FROM THE RAPID SHUT DOWN NON-REMOVABLE PORTION OF THE A/C AC DISCONNECT Al ;iN:,T H FOP DISCONNECT SWITCH [NEC 690.56(C)]. .4_,,44..4...,a DISCONNECT [UTILITY SPECIFIC LABEL]. RATEDAC OUTPUT CURRENT 19.4.A SQL AR `'V SVST[ M NONNALOPERATNGACVOLTAGE 240 VLOCATED ON EXTERIOR, FOR BUILDINGS WITH PV SYSTEMS. TO ' •_'- —L I 1 I if-1 PORTION OF THE J [Ti] CONFIDENTIAL-THE INFORMATION r L k UTILITY PRODUCTION METER SOCKET. HEREIN CONTAINED SHALL NOT BE USED SOLAR PV SYSTEM EQUIPPED G BE LOCATED AT EACH SERVICE [UTILITY SPECIFIC LABEL]. FOR THE BENEFIT OF ANYONE EXCEPT ION L\WAV I NG B FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV DEVELOPER,LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS TURN RAPIDSHUToowN SYSTEM IS CONNECTED. [NEC F DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TONE F-+ 690.56(C)] OTHERS OUTSIDE RECIPIENTS TERMINALS ON THE LINE AND [NEC 690.13(B), NEC 705.22] yUT DOWN PySYSTEM'Cc P POSITION TO '� ORGANIZATION, EXCEPT IN CONNECTION LOAD SIDES MAY BE ENERGIZED ✓Bloat° , WITH THE SALE AND USE OF THE ..-.,. IN THE OPEN POSITION -- „NTHEARRAY RESPECTIVE EOUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. � AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED /.WARNING I - 1 DEVICES IN CIRCUTS SUPPLYING POWER TO A ] AT MAIN SERVICE EQUIPMENT DENOTING �BCEP BUSBAR OR CONDUCTOR SUPPLIED FROM 7.,w.....1 ER TO THIS EI L INGISALSOSUP THE LOCATION OF THE PV RAPID SHUTDOWN SYSTEM DISCONNECTING CERTIFIED DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] RCYAROOFYDUNtt31sOLARARR MEANS IF SOLAR ARRAY RAPID SHUT SOURCES:UTILITY GRID AND RARRArRAPIOSHvroovwaec« DOWN DISCONNECT SWITCH IS NOTPV INSTALLATION PVSOLARElECTRICSYSTEMCATED GROUPED AND WITHIN LINE OF SITE OF PROFESSIONAL MAIN SERVICE DISCONNECTING MEANS. SCOTT A. GURNEY [NEC 705.10, NEC 690.56(C)(I)] S•Yi r #PV-0117719-015866 ION DEVELOPER,LLC A WARNING PLACED YPE BEAKER NTTO TO SV SYAR M PLOD 4801 N UNIVERSITY AVE#900 PROVO,UT D TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 POWER SOURCE SIDE CONNECTION. [NEC 705.12(B)(3)(2)] 7WARNING I AT SOLAR ARRAY RAPID SHUTDOWN PERMANENT DIRECTORY TO BE 888.781.7074 , OUTPUT CONNECTION s RTOTHISBUILDINGISALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE ED FROY YAw DISTf 8UT1ON SOLAR ARRAY RAPID SHUT DOWN C -ELECTRICAL CONTRACTOR ITY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] ❑ Q o © a oa W (E)UTILITY METER B❑ E © EO U (n 120/240V AC, 60HZ. I— _ SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX (n O IJ „„„,,,�����o Z C) N Q I Q :ER�� H- N —I V) H- U - -a �. a6 F— N J !n Q (! mwwINCIAmt _ ..a..g. ZO cn Q U ..— Q (n ZO J C7 t U wo E L. O W O co J Y O PV SYSTEM _J J ce Q Q Q co DISCONNECT(S)TO Z J a_ Q ^O PV INVERTER — O Q ( LZL.I Y In (N)PV BREAKER OUTPUT CIRCUIT(S) LLJ = LI I.— U N _U' AOO '7 _ N, etc DRAWING BY v— KAYLA MAE AREVALO wham. DATE I I-FEB-2023 PROJECT ID 009014 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 t. (3MM). SHEET NUMBER BENISON E-9 0