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Plans (2) AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS „'g`.,. �ED t- - s ^ ` - - _. ., x GOVERNING CODES /,s 4i LV]^�� L" '"'^` ' '-�''"'�" '� I. ALL WORK SHALL COMPLY WITH: �p,r , ,4 • alti [` 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) n gr • - �` 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) Val ➢ - -'i_ I �..,,,,ga - - 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) BU LU.NG DI`V I; eON t44. 2018 INTERNATIONAL FIRE CODE(IFC) -.,, • ' 1 2021 OREGON PLUMBING SPECIALTY CODE - .x _ - - CONFIDENTIAL-THE INFORMATION , ;. AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION i DEVELOPER,LLC NOR SHALL IT BE °', Approved r�,�r� DISCLOSED IN WHOLE OR IN PART TO - - SITE CLASSIFICATION NOTES,OSHA REGULATION pprov ,�' plc...„;:'- OTHERS OUTSIDE RECIPIENTS ,' !." OCCUPANCY CLASS: SFR -ha.".. ¢� (� ;r�i,� rW;v�=g ORGANIZATION,EXCEPT IN CONNECTION CONSTRUCTION CLASS: V-B , , :. be y i WITH THE SALE AND USE OF THE ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE -- _'. WRITTEN PERMISSION OF ION DEVELOPER, �'=�" LLC. if I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE - - x ONTO NEARBY PROPERTIES OR ROADWAYS. .//I _ ., 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW,ROOF ATTACHAMENTS SHALL BE SPACED NO GREATER I21 THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF ROOF EDGE,HIP,EAVE,OR RIDGE OSSC - 3111.3.6.3 ITEM 3.2 LçEP y ELECTRICAL CRITERIA,NOTES4 • TEMPERATURE SOURCE: ASHRAE ���^�.�7N�jTT ��j ` ��{7��JVWEATHER STATION: PORTLAND HILLSBORO EXTREME MIN.TEMPERATURE: -8SCOTTimASHRAE 0 4/ HIGH TEMP 37 .3-1 InIONINOW * ION DEVELOPER,LLC '4,:''' --•' ' • - : ' - ' '''' A :„,:. „,.. ,,1 I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE *900 PROVO,UT � e ',: -'�? 1 - 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 - ^� - h -' a ,�` `' � �,,; ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 • q' ` -� -t 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703, IEC61646, IEC61730. * - -s ': 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. CI524 �'�'` _ - 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL se �` - • � x y -`"� - BE PROVIDED AS PER SECTION[NEC 110.26]. ' ,„:,- e .. _�. ' ', ��„,'- - �-gf.- STRUCTURAL CRITERIA,NOTES LLI .# �- �' ,a `.` DESIGN LOAD STANDARD: ASCE 7-16 ..,c ' ' _ � ., ` - ".�;,b 1t WIND EXPOSURE CATEGORY: B '44 .4 - r WIND SPEED(3-SEC GUST): 96 MPH -,. ' x GROUND SNOW LOAD: 36 PSF O + .:" '.- '; F" 'ks_ DESIGN ROOF SNOW LOAD: 26 PSF CITY TTC-,\T D 0 _ D ` - "'$:- w „ "' SEISMIC DESIGN CATEGORY: D 7� 1.� ll_ 1 OF .A. 3.4.m !- i_J c Z '. • - `^ ` F ; - - a`Y �. SEISMIC RISK FACTOR: II i�..'f'.�7� ���1:� i'�ii ^�.i��.'. (.i.� 11g�.ILl�sT��L' a O N Q _' I 4 ` .i- x Approved: ^ _ v� Iu— Q I' C t � . I z Q � , 0y . o W v' z Q °° AT S !' �. Z 0 = W 0 W (\i x ry,.. Address: I�205 s� �-�,.-L1�. D o N F- a m Q IIIIIrIIIII—IIII-II ,CF State #: J LQL .. .. III - • .4�ar''' . Z Z N .< ( Z N +Y )y: iri a a C: /o� W ct O a Cl) W SCOPE OF WORK SHEET LIST ��� ( Z 2 I CI (� DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET MARCUS ALVORD S-3 ROOF PLAN t���p PROFF 2.8 KW DC & 2.03 KW AC PHOTOVOLTAIC SOLAR ARRAY S 5 STRUCTURAL CALCULATIONS 8, NOTES GS-4 STRUCTURAL DETAILS �[.*GIN£ SS'/� DATE �CD <, F,P 9 07-APR-2023 E-6 ELECTRICAL DETAILS (LINE DIAGRAM) 1. PV MODULES: (7) SILFAB SOLAR SIL-400 HC+ E-7 ELECTRICAL CALCULATIONS & NOTES VAL D1TY OF PERMIT / 9 950P PROJECT ID INVERTER(S): (7) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS : THE SSUANCE OF A PERMIT - OREGON 009I3N ROOF TYPE: COMPOSITION SHINGLE I LAYER(S) BAS D ON CONSTRUCTION '- DOI UMENTS AND OTHER 4, ` iAl 11 Ilk SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT DAT' SHALL NOT PREVENT • xiN R0140, 04/08/2023 COVER SHEET THE CODE OFFICIAL FROM REQU RING THE CORREC : ":`. EXPIRES:12/31/24 SHEET NUMBER BENISON G-I 0 OF ERRORS. ORSC 1 r.r�-,' SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO I 0 N GREATER THAN 24" ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, A/C DISCONNECT IS APPROX. 51-611 AWAY FROM METER EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 \ FOR ANY METER UPGRADES, ENSURE THAT THE UTILITY METER IS LOCATED WITHIN 'OFT OF THE 5'-6" CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A Ct FOR THE BENEFIT OF ANYONE EXCEPT ION LABEL SHOWING THE DISTANCE FROM THE FRONT 0 DEVELOPER,LLC NOR SHALL IT BE (E) (N (N DISCLOSED IN WHOLE OR IN PART TO - CORNER OF THE HOUSE. M ACD C Q OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION \ /(E) Z WITH THE SALE AND USE OF THE MAIN Q RESPECTIVE EQUIPMENT,WITHOUT THE _IWRITTEN PERMISSION OF ION DEVELOPER, LLC. O 0 T rr N :CEP' 'z W , II Ysamm ma F10771mm I— E0.3.37-20L+ + + + + + + +-I + + + + 4 - + + ayyt + - + + + + I I I I I I 1 1 I + + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + p D i J(N) B DX 0 ION DEVELOPER, LLC 4801 N UNIVERSITY AVE#900 PROVO,„10 OVO,UT 84604 rd e ill Z LC) 888.781 781.7074 RSI o o EIC (V DAVID STANLEY CONRAD 0 LL o C-ELECTRICAL CONTRACTOR 0 — C1524 n kel 0 \ 0 LLI _> 0_ 0 0 +U cn Z = Q o N U _I I 0N J V) H E U Z U Z < ?� U p PROF a J ''' o o c o " in �c �� *GINFFSSp9 E 0 0 o cc m = `\' �c, .p Q c�o, 9 950P z Z _J I- � N / \ K..- Lu Et O a v) Lu < OREGON I— >- o � v `�q4/ 11' 2 r* DRAWING BY 9 Eck 04/08/2023 MARCUS ALVORD 4N RO`N\- SCALE: I/8" = I'-0" EXPIRES:12/31/24 DATE 0' 2' 4 8 16' 07-APR-2023 . . MIMI SYSTEM LEGEND (N) O ROOF SECTION ROOF PV MODULE PROJECT ID (N) 0 (N)PV COMBINER PANEL d(N) (N)JUNCTION BOX S� SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 009'3N CRITERIA AND RSI 7 180 22 97% 0A (E) UTILITY METER / (N) (N) (N)AC DISCONNECT MAIN SERVICE PANEL LC (N)PV LOAD CENTER ACD .: FIRE SETBACK SPECIFICATIONS SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) r•..10 ROOF PLAN (E) (E) MAIN SERVICE PANEL r(N)1 (N)PV PRODUCTION �C (N) MICROINVERTER MAIN VM �P j METER AO (N)PV MODULE SHEET NUMBER REVISON (E6 (E) SUBPANEL (N) (N)DC-DC / STRING INVERTER B(NCD) (N)DC DISCONNECT S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA /-PV MODULE PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL I 0 N RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION T '( 1 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. PI N STANDOFF TYPE: L-FOOT S 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. CONFIDENTIAL-THE INFORMATION SCALE: 3/8" = 1'-0" r f HEREIN CONTAINED SHALL NOT BE USED LANDSCAPE FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION M --- N ---- 0 ---� r ORIENTATION DEVELOPER,LLC NOR SHALL IT BE NJ 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: 1/2"PLYWOOD 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 ARAMETERS P Y2 �....--- ...I ��\ TOTAL ROOF AREA(SQ. FT.) 2450 TOTAL PV MODULE AREA(SQ. FT.) 149.1 A _______ PV MODULE ROOF COVERAGE 6% L Y2 N : :CEP. �� LANDSCAPE ► - - ORIENTATION wwsrAuuna� S P Y I �' h lPV 31177 GURNEY 1 01516 om.}v-ams PV ARRAY DETAIL, SIDE VIEW ION ION DEVELOPER,LLC SCALE: 3/8" = I'-0" 4801 N UNIVERSITY AVE#900 PROVO,UT ®' 84604 iii888.781.7074 DAVID STANLEY CONRAD L YI RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER C1524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. W > E o PV MODULE o = D Z N U J C N a = N CD N 4 ^ U CLICKFIT RAIL o ° ct o (-) cn z a co Y Uu a J OU JO o U 6" CLICKFIT L-FOOT o o H a m Q (V Gpa ,� z a oo o u_ at o -4 _ Z Ni Z in(E) COMP SHINGLE w Et o a Lu N I '7\ ROOF MEMBRANE ( o z E- ^ DRAWING BY - COMP SHINGLE FLASHING MARCUS ALVORD „ ,c.0 PROFF 22 MIN. \�C' Ss DATE DEPTHV�' �G I N FF /0 07 APR 2023 5/16" ZINC PLATED STEEL �, ,p LAG SCREW WITH 2-1/2" 9 950P ° MIN. EMBEDMENT IN TO PROJECT ID (E) ROOF RAFTER OREGON 009I3N STANDOFF DETAIL `�q�y �� 2p`L1' SHEET NAME 0 SCALE: 3" = I'-0" - 44N RO`N\�, 04/08/2023 STRUCTURAL DETAILS 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 I 0 N MODULE MANUFACTURER / TYPE SILFAB SOLAR SIL-400 HC+ JURISDICTION DEAD LOAD (PSF) RSI SOLAR MODULE WEIGHT(LBS) 47 CITY OF TIGARD ROOF MEMBRANE COMPOSITION 4.0 SOLAR MODULE LENGTH (IN.) 75.3 STATE OREGON SHINGLE SOLAR MODULE WIDTH (IN.) 40.8 ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING 1/2" PLYWOOD 1.7 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY/ RISK CATEGORY II PITCH (DEG) 22 CONFIDENTIAL-THE INFORMATION PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B DEVELOPER,LLC NOR SHALL IT BE PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF)(PG) 36 MANUFACTURED DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS - 5/16"X 3-I/2" ZINC PLATED STEEL LAG WOOD TRUSS - ORGANIZATION,EXCEPT IN CONNECTION PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 TOP CHORD 2X4 WITH THE SALE AND USE OF THE RACKING DEAD LOAD (PSF) 0.8 FRAMING @ 24 IN. O.C. - 1.0 RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, SOLAR MODULE DEAD LOAD(PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) DF #2 @6 FT. LLC. TOTAL PV ARRAY DEAD LOAD (PSF) 3.01 SLOPED ROOF SNOW LOAD(PSF) EON. 7.4-I MAX SPAN = Ps = (CS)(0.7)(CE)(CT)(IS)(PG) .� i ••CEP' PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR (CE) = 1.0 TABLE 7.3-I TOTAL ROOF DEAD LOAD (PSF) 6.7 STRUCTURE TYPE - ROOF SHAPE INHABITED - GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 ADJUSTED TO SLOPED ROOF (PSF) 7.3 r MIN. ROOF SLOPE (DEG.) 22 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) 3.2 SCORwwNIEY /PV-0117n,o1se6 PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps (PSF) = 26 OK ROOF LIVE LOAD < ROOF SNOW LOAD (PSF) 26.0 DP.3-17-2025 LANDSCAPE ATT. SPACING (IN. O.C.) 48 TOTAL LOAD (PSF) 36.5 ION DEVELOPER,LLC # OF ATTACHMENT POINTS 19 4801 N UNIVERSITY AVE#900 PROVO,UT MAX. POINT LOAD (LBS/ ATT.) 13.5 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 -2x4 84604 MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 27.0 SECTION MODULUS (S)(IN"3) 3.06 888.781.7074 MOMENT OF INERTIA(I)(IN"4) 5.36 DAVID STANLEY CONRAD DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) TOTAL LOAD ON MEMBER (W)(PLF) 73.0 C-ELECTRICAL CONTRACTOR DESIGN WIND PRESSURE (PSF) = P =QH(GCP)(YE)(YA) EQN. 29.4-7 MAX. MEMBER SPAN (L)(FT) 6 C1524 VELOCITY PRESSURE (PSF) =OH = 0.00256(KH)(KZT)(KD)(KE)(V"2) EQN. 26.10-I MODULUS OF ELASTICITY(E) (PSI) 1600000 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = 1 TABLE 26.13-I SHEAR (Fv)(PSI) 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 VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-I EQN. 26.10-I TOPOGRAPHIC FACTOR(KzT) = 1.0 EQN. 26.8-1 OH (PSF) = 13.96 MAX BENDING STRESS CHECK (Fe)(CD)(CF)(CR) WIND DIRECTIONALITY FACTOR(KD) = 0.85 TABLE 26.6-I BENDING (Fe)(PSI) 900 LLI LOAD DURATION FACTOR (CD) 1.15 > UPLIFT DOWNWARD SIZE FACTOR (CF) 1.50 E GABLE ROOF 20°< 0 527° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C REPETITIVE MEMBER FACTOR(CR) 1.15 p U 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 Z = N U SOLAR PANEL PRESSURE EQ. FACTOR (VA)= 0.80 0.80 0.80 0.80 = ,...1 c' ^ ai EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.5 -3.6 0.7 <c,c0 PROFFS ACTUAL BENDING STRESS (PSI) = (wL"2)/(8(S)) 1287.2 U N J U ASD PRESSURE (0.6P)(PSF) = -10.05 -16.75 -24.12 13.03 \Gj� I N f •f/Q 72% OK = a, N J cn Q TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 G� �� F� 9 0 N Z < w W MAX. UPLIFT (0.6D+0.6P)(LBS) _ -103.5 -187.6 -210.1 „_--.../ 9 950P MAX DEFLECTION CHECK- TOTAL LOAD UNIFORM DISTRIBUTED I J W O Q CJ rn U ALLOWABLE DEFLECTION L / 180 E O = UJ 0� -LLl N RAIL -LANDSCAPE MODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. OREGON o.400 o oo m Q (5 o SOLAR PANEL PRESSURE EQ. FACTOR (VA)= 0.80 0.80 0.80 0.80 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(1) L.L. J 0 - I p q Q�' 0.103 IN. Z < N p J z Ni EXTERNAL PRESSURE COEFF. (GCP) -1.5 -2.5 -3.6 0.7 N ASD PRESSURE (0.6P)(PSF)_ -10.05 -16.75 -24.12 13.03 ��qN iR0`N�'�`� 04/08/2023 26% OK Z N N LLI TRIBUTARY AREA(SQ. FT)= 6.80 6.80 5.10 MAX DEFLECTION CHECK -LIVE LOAD (.7) E CD F- .^i .�.i N MAX. UPLIFT (0.6D+0.6P) (LBS) = -56.1 -101.6 -113.8 EXPIRES:12/31/24 ALLOWABLE DEFLECTION L / 240 DRAWING BY 0.3 IN. MARCUS ALVORD ROOF ATTACHMENT FASTENER CHECK NDS 12.2 ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED DATE STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 0.086 IN. LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = 1800(G"3/2)(D"3/4) 12.2.1 29% OK 07-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 OTY PER ATTACHMENT = I LOAD DURATION FACTOR (Co) = 1.6 TABLE 12.3.3A ALLOWABLE SHEAR Fv(A) PROJECT ID FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 94s 00913N WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.) = 266.0 ACTUAL MAX SHEAR (w)(L)/2 LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 219 LBS. SHEET NAME MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND (LBS) OK 23% OK STRUCTURAL CALCS SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V 10 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 8.47 A AC(MAX) 3 (1) 10 AWG THHN/THWN-2,Cu. BLACK(L1) 8.47 A AC(MAX) 2 (1) 10 AWG 2C,NM-B W/G,CU. (L1,L2,EGC) 8.47 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,CU. (L1,L2) 8.47 A AC(MAX) (1) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (1) 10 AWG THHN/THWN-2,CU. RED(L2) 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. WHITE(N) (1) 10 AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/41N. EMT OR FREE AIR (RACEWAY) ION (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/41N. EMT (RACEWAY) (1) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR 11 (1) 6 AWG THHN/THWN,CU. BLACK(L1) 8.47 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 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 SUPPLY-SIDE SOURCE CONNECTION RESPECTIVE EQUIPMENT,WITHOUT THE 120/240V AC,60HZ, (E)200A MAIN SERVICE PANEL MAIN SERVICE PANEL SERVICE ENTRANCE (N)ENPHASE IQ COMBINER 4 WRITTEN PERMISSION OF ION DEVELOPER, SINGLE PHASE (E)50A/2P MAIN DISCONNECT CONDUCTOR TAP(NEC 230.82,NEC 705,NEC 230.46) (PV CIRCUITS ONLY) LLC. (7)SILFAB SOLAR SIL-400 HC+PV MODULE(S) LI S (N)PV AC DISCONNECT INTEGRATED UL 1703 LISTED _ -_ 60A,240V,2P,FUSED I5A/2P MAX 46/111M. LOCKABLE,VISIBLE OPEN �TO 10 ENVOY (7)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] ,•,•" GATEWAY— - N : :CEP LADS SERVICE RATEDUL 1741 LISTEDr(N)JUNCTION BOX (N)JUNCTION BOX (OPTIONAL-FOR (OPTIONAL -FOR CONDUCTOR SPLICE) CONDUCTOR SPLICE) WplSTSµWUtiwt#JRNEY (N)15A r1Pvmim9 o15 (E)LOADS FUSES E7D.7-17.2025 L L (N)I5A/2P a (I) L2 La �,�7�, -I A Lz A �� /� CIRCUIT .► ��� ION DEVELOPER,LLC - �N I I Po \ OF 7 4801 N UNIVERSITY AVE#900 PROVO,UT N sec ffil J - _ ec<� T —�—ecc ® ec� I MODULES L 84604 Ma V V V 888.781.7074 UNDERGROUND E G SERVICE LATERAL II 10 DAVID STANLEY CONRAD IIRIRBENS O O O C-ELECTRICAL CONTRACTOR L IN Lz (N)GEC PERMITTED TO C1524 RUN SEPARATELY OUTSIDE RACEWAY IF SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE. ELECTRODE [NEC 250.64(B)] SYSTEM W > 0 + (n U iD Z = D' Q O N U J 4 = N 4i N. U _ U = Cr (7) D N Q Z J U p IX (3_ 5 J ELECTRICAL LINE DIAGRAM NOTESto Q J (.70 0 O U E 00 = W V) LLI nj CO N- U_ —Ip p < = 0 0, Z CO 0 D- Q ct J Z >. N LLJ Lc) Q N UJ 1— >.- N 0 a0 7 E o F— Ni DRAWING BY MARCUS ALVORD DATE 07-APR-2023 PROJECT ID 009(3N SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 7 X 298 W = 2.086 KW AC 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) JUNCTION BOX TO COMBINER BOX (3) STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 8.5 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 8.5 A AC ION 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 = 30 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%=11.0 A AC MAX INVERTER OUTPUT CURRENT X125%=11.0 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 = 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 WITH THE SALE AND USE OF THE OPEN CIRCUIT VOLTAGE (VOC) 43.02 RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 11.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 11.0 < 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 > 11.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 11.0 OK SERIES FUSE RATING 20 ..461111100.0.. ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/4IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT '//1111111111a. CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA ,N i I.EPy ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.1421N.2 (IN."2) = 0.063IN."2 I CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N.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% > 12% OK TYPE MICROINVERTER wwsrSCOTT A.r GURNEY 941586 MAX. OR RECOMMENDED MODULE POWER (W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) MP.}117- MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 8.5 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 8.5 A AC ION DEVELOPER,LLC MINIMUM START VOLTAGE (V) 30 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, CU. CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. 4801 N UNIVERSITY AVE#900 PROVO,UT MAXIMUM START VOLTAGE(V) 58 CONDUCTOR AMP. RATING @60°C = 30 A CONDUCTOR AMP. RATING @75°C = 35 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)(I)(W/OUT CORRECTION FACTORS) MAX COMBINED INVERTER CONTINUOUS OUTPUT DAVID STANLEY CONRAD MAX. CONTINUOUS OUTPUT CURRENT (A) 1.21 MAX INVERTER OUTPUT CURRENT X125%=11.0 A AC CURRENT X125% =11.0 A AC C-ELECTRICAL CONTRACTOR NOMINAL (L-L) OUTPUT VOLTAGE 240 C1524 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 = 0.82 AMB. TEMP. AMP. CORRECTION = 0.88 SYSTEM ELECTRICAL SPECIFICATIONS CIR I # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 7 ADJUSTED CONDUCTOR AMPACITY (A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 30.8 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 2800 TOTAL MODULE QUANTITY 7 PV MODULES LARGER AMPACITY OF 690.8(B)(I) OR (B)(2) = 11.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 11.0 < 30.8 STC DC POWER RATING OF ARRAY 2800W DC (B)(I) -W/OUT CORRECTION FACTORS (B)(I) - W/OUT CORRECTION FACTORS > INVERTER OUTPUT CIRCUIT CURRENT(A AC) 8.47 LARGER AMPACITY COMPLIANCE = 30.0 > 11.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 11.0 OK E 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 10.59 0 + U) CIRCUIT OCPD RATING (A) 15 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4 IN. EMT U CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA Q o C'U Cj COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 8.47A AC (IN."2) = 0.084IN."2 J - O N Q PV POWER PRODUCTION SYSTEM OCPD RATING = CV 1 (X125%) I5A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 - r J ( H Q MAX. ARRAY STC-AC POWER (W) 2030W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK Z 1 C.) MAX. ARRAY CEC-AC POWER (W) 2497W AC (CEC) O LLJ W Z < C�J' U 4 J U O - 0 Z O I w (n w (Ni2-AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE Y N H -t\ VRISE SEC. (MICRO TO JBOX) * 28.8 12 Cu. 1.0 241.0 0.41% CC O O CO Q I E SEC. 0.42% Q U VR S 2 (JBOX TO COMBINER BOX) 50 10 Cu.CU 1.0 241.0 J LL 0 I p VRISE SEC. 3 (COMBINER BOX TO POI) 10 10 Cu. 0.2 240.2 0.08% Z Cl) 0 _ B CV TOTAL VRISE 2.2 242.2 0.91% OK Q 4 J Z LLI ct 0 Q C) W .� * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. I- CV (..7 ^ co DRAWING BY MARCUS ALVORD DATE 07-APR-2023 PROJECT ID 009I3N SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 •ELECTRICAL FIELD-APPLIED HAZARD MARKINGS PHOTOVOLTAIC SYSTEM AAT[NEC69 EACHPVSYSTEM DISCONNECTING MEANS. P. .IE. -HL 13C 'NJ F FT FROM THE RAPID SHSIGN LOCATED ON OR UT, MOORWN E. AC DISCONNECT THAN 3 [N 690.54, NEC 690.13(B)] J DISCONNECT SWITCH [NEC 690.56(C)]. a RATED AC OUTPUT CURRENT 8.5 AI 0 N , C. F. �� Ni NCNINAL OPERATN6 AC VOLTAGE 240 V SOLAR PV SYSTEM El�PED G FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED p��Q���y� FOR THE BENEFIT OF ANYONE EXCEPT ION FOR PV DISCONNECTING MEANS WHERE ALL WITH Rl111D$HUTDO N EQUIPMENT LOCATION TO WHICH THE PV DEVELOPER,LLC NOR SHALL IT BE ,.. B TERMINALS OF THE DISCONNECTING MEANS TURN RAPID SHUTDOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO - ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. SNITCH TITHE Al kik.•OFF*PORTION TO 690.56(C)] OTHERS OUTSIDE RECIPIENTS TERMINALS ON THEUNEAND [NEC 690.13(B), NEC 705.22] S DOWN PVSYSTEM ' ORGANIZATION,THE SALEEX AND USEIN OF CONNECTION LOAD SIDES MAY BE ENERGIZED SHAND REDUCE OCK , WITH THEQUI AND OF THE RESPECTIVE EQUIPMENT,WITHOUT THE -- IN THE OPEN POSITION d„ ---PiDEARRAY WRITTEN PERMISSION C F ION DEVELOPER, LL AT EQUIPMENT CONTAINING OVERCURRENT J PERMANENT DIRECTORY TO BE LOCATED .1:�=� C DEVICES IN CIRCUTS SUPPLYING POWER TO A AT MAIN SERVICE EQUIPMENT DENOTING THE LOCATION OF THE PV RAPID BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TO THIS BUILDING ISALISOSUPPLIED A - SHUTDOWN SYSTEM DISCONNECTING 0CEP ' DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROMA ROOF MOUN °SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT 1. ` ......m......../ SOURCES:UTILITY GRID AND eaARAaRAYRAPIDSHUTDO(�° DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM I8LOCATED GROUPED AND WITHIN LINE OF SITE OF wwsr ONSCOTT A. • ."x• MAIN SERVICE DISCONNECTING MEANS. Y rty 1m94 WI [NEC 705.10, NEC 690.56(C)(I)] W.sn-mss ION DEVELOPER,LLC IEIIIIIIIII'. PLACED ADJACENT TO PV SYSTEM PLUG 480I N UNIVERSITY AVE#900 PROVO,UT D TYPE BREAKER TO A BUSBAR FOR A LOADD 84604 SIDE CONNECTION. [NEC 705.12(6)(3)(2)] I PERMANENT DIRECTORY TO BE LOCATED POWER SOURCE AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 I OUTPUT CONNECTION 3 POWER TO THIS BUILDING IS ALSO SWITCH DENOTING THE LOCATION OF DAVIT STANLEY CONKED DO NOT RELOCATE THIS SUPPLEOFI2OM MAIN DISTRIBUTION THE SERVICE EQUIPMENT LOCATION IF UTLITYDIS�CONNECTLOCATED C-ELECTRICAL CONTRACTOR OVERCURRENT DEVICE SOLAR ARRAY RAPID SHUT DOWN DISCONNECT SWITCH IS NOT GROUPED CI524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] o a in El ❑A ❑A © > E (E)UTILITY METER © © g❑ 0 + I20/240V AC, 60HZ, 0 U SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX Z = O' Q o N Q liflk ^ CD NI= N J 1 U U (N)PV AC DISCONNECT - O F- W :,, ....1 W W O Q 0 N U 0 Q O O — O O = W V) W nj PV SYSTEM O = O CD Q O O' o® DISCONNECT(S)TO W J O u_ = O �� PV INVERTER z Q CC J Z N OUTPUT CIRCUIT(S) W Z o Q U) LLI N 0 0 N o o (n CD N GEC Mer EGC __ _ DRAWING BY MARCUS ALVORD DATE 07-APR-2023 LII NI LZI PROJECT ID 00913N ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-201I 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