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HomeMy WebLinkAboutPlans (2) AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS GOVERNING CODES I. ALL WORK SHALL COMPLY WITH: 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) ION 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) OFFICE COPY 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) Z018 INTERNATIONAL FIRE CODE(IFC) '- • 2021 OREGON PLUMBING SPECIALTY CODE i. 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 SITE CLASSIFICATION NOTES,OSHA REGULATION DEVELOPER,LLC NOR SHALLNIT TO BE RECEIVED DISCLOSED WHOLE OR PART OTHERS OUTSIDE RECIPIENTS OCCUPANCY CLASS: SFR ORGANIZATION,EXCEPT IN CONNECTION CONSTRUCTIONINGTYPE: ESIDE: IA MAR t 2023 RESPWETH CTIVE VEE EQLE UIPMENT,IPM NO USE OF THE T,WITHOUT THE ZONING TYPE: RESIDENTIAL WRITTEN PERMISSION OF ION DEVELOPER, LLC. I - I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGUL (P .Of TIGARD 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOIIIa it ''` t r r, } 3.ONTO OREPRRBY OJECTSPERTIES OR SUBMITTED FOR PWAYS. RESCRIPTIVEREVIEW,ROOF ATTACHMENTS SHALLO GREATER °+ +"+ E �' __ _ _ _, ' " 'a " . THAN 24"ON CENTER IN ANY DIRECTION WHERE LOCATED WITHIN 3'OF A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC 7 BCEP .� �- . 3111.3.5.3 ITEM 3.2 I CERTIFIED 4 e * ' ,T ELECTRICAL CRITERIA,NOTES TEMPERATURE SOURCE: ASHRAE PV INSTALLATION * ..a 1 ,t - WEATHER STATION: PORTLAND HILLSBORO PROFESSIONALM • w s * m] .�'"r EXTREME MIN. TEMPERATURE: -8 �/ SCOTT A. GURNEY ASHRAE 0.4%HIGH TEMP: 37 S'7J / R r ' 3 / #PV-0117719-015866 ,- .., ION DEVELOPER,LLC I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT #" "," A: c x` t. :. ,i` 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 : a` a+ ' s ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 _ „:. - ,', ". � ^ ' ,,,,.,,P ''°` s - {7.7. 3. PV MODULE CERTIFICATIONS WILL INCLUDE ULI703, IEC61646, IEC61730. DAVID STANLEY CONRAD „� I mom- - 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO *P AY' LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C-ELECTRICAL CONTRACTOR � C1524 ! 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL-EQUIPMENT WILL '`"- 1 IIIIy a� �, BE PROVIDED AS PER SECTION[NEC 110.26]. CITY OF T GARD STRUCTURAL CRITERIA,NOTES REVIEWED FOR. ODE CO C NIPLIANCE DESIGN LOAD STANDARD: ASCE 7-16 LV WIND EXPOSURE CATEGORY: B AA WIND SPEED(3-SEC GUST): 96 MPH Approved: l GROUND SNOW LOAD: 36 PSF OTC: LLJ + DESIGN ROOF SNOW LOAD: 25 PSF Z U SEISMIC DESIGN CATEGORY: D P # „�A[I.0�2 5��46 Q = i SEISMIC RISK FACTOR: it C?'f:�t't ": �'r�.J 'J� 0 N • C, Q O N A((,.,,css: ei-710 „so &c_ r4_ Le) , te)N -i L U N J w < y� z < a s ,7- riy: fi/•, }ace: 3 1 23 a I— z < oo w u ��,.+y,. .' ,r.. Q Z w C o � � a LL = a m v N Y � _ H o Lo �< ' -.• Approved plans z— moo < Z o cha s e on '�'..� S'.'_ '._ LLI w o Q cn w ,� SCOPE OF WORK SHEET LIST w w rn I o o - DRAWING BY- INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET DAD S-3 ROOF PLAN IGINe ��Ep PROFESS 4 KW DC & 2.9 KW AC PHOTOVOLTAIC SOLAR ARRAY S 4 STRUCTURAL DETAILS C. e,p DATE S 5 STRUCTURAL CALCULATIONS & NOTESVAtiDtTY O PERMIT - 9r 21 FEB 2023 PV MODULES: (10) SILFAB SOLAR SIL-400 HC+ E 6 ELECTRICAL DETAILS (LINE DIAGRAM) JSOP E-7 ELECTRICAL CALCULATIONS & NOTES THE ISSUANCE OF A PERMIT INVERTER(S): (10) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS BASED ON CONSTRUCTION OREGON PROJEcr ID DOCUMENTS AND OTHER ✓ �, ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) DATA SHALL NOT PREVENT ,q 4N 11, 20� y PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT THE CODE OFFICIAL FROM ;qN ROs:0; 02/23/2023 SHEET NAME REQUIRING THE CORRECT'ON 008ZGY COVER SHEET OF ERRORS. ORSC 105.4 EXPIRES:12/31/24 SHEET NUMBER REVISON G-I 0 SITE NOTES: 9710 SOUTHWEST NACIRA LANE I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO FRONT OF HOME I 0 N 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 FOR ANY METER UPGRADES, ENSURE THAT THE 3'-0" _ UTILITY METER IS LOCATED WITHIN 10FT OF THE RSI CONFIDENTIAL-THE INFORMATION TYP. HEREIN CONTAINED SHALL NOT BE USED FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A FOR THE BENEFIT OF ANYONE EXCEPT ION LABEL SHOWING THE DISTANCE FROM THE FRONT +++++++++++ DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO CORNER OF THE HOUSE. + + + + + + + + + + + + +++++++++++ OTHERS OUTSIDE RECIPIENTS + + + + + + + + + 4 + + + + ORGANIZATION,EXCEPT IN CONNECTION + + + + + + + + + + + + ++ WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE + + + + WRITTEN PERMISSION OF ION DEVELOPER, + 4 + a LLC. + + + + �Z ++-' + + sv z ++++++++ NABCEP + 4 + 4 + + + + OZ ++4++++I ®ov +++++++' CERTIFIED p PV INSTALLATION x + + + + PROFESSIONAL NEY + 4 + + 0 Sir #POT0117719 OR5866 + + + + + 4 + + t3 ION DEVELOPER,LLC 0 + + + + + 0 + + 4801 N UNIVERSITY AVE#900 PROVO,UT + 4 + 4 Z 84604 + + + + 0 + 4 + 4 x RS2 888.781.7074 0 + + + + z01 + + + 4 vm + + + + DAVID STANLEY CONRAD 0 ❑ ❑ 0 0 ❑ ++++++++ C-ELECTRICAL CONTRACTOR ++❑+++++ C1524 + + + 4 + + + +O + + + 4 + + + + + + + + + ❑ + + + + + + + + + 4 + + + + + + + + +�+ + + + + + + + + + + w + ++++++++ z = 7 + + + + + + + + J CDN + + + + Q O N + + + + + + + + + + + + + + + + + -IIX 1 N ^ U+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a U N _J (n Q + + + + + + + + + +1+Q+ + + + + + + Z N J U U pcod (n Q ��p PROPe z w o a cs w c,1 'r 9 0 - O < = N co / 9 950Pe. z m o _1 z Q 0 3'-O'' l OREGONHui— w '' = I� o O TYP. ,� �, ( F=0 0' 9 4N 11 2��' y DRAWING BY 4N ROwF,�, 02/23/2023 DAD SCALE: I/8" = I'-0" EXPIRES:12/31/24 DATE Z 4 8 6 21 FEe 2023 SYSTEM LEGEND (N) (N)PV COMBINER PANELpz 0(N)JUNCTION BOX SUNEYE LOCATION ROOF SECTION ROOF PV MODULE PROJECT ID CRITERIA AND SECTION OTY AZIMUTH PITCH TSRF 008ZGY EIV (E) UTILITY METER / •• RSI 4 270 34 59% MAIN SERVICE PANEL (N) (N)PV LOAD CENTER nNN) (N)AC DISCONNECT ••;;, FIRE SETBACK SPECIFICATIONS RS2 6 90 35 59% SHEET NAME (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) r•.*** 0 ROOF PLAN (E) (E)MAIN SERVICE PANEL roc (N)PV PRODUCTION pC MAIN pV�� AC (N)MICROINVERTER i METER (N)PV MODULE (1E) (E) SUBPANEL (N) (N)DC-DC / STRING (N) SHEET NUMBER REVISON INVERTER DcO (N)DC DISCONNECT S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA O PV MODULE PV RACKING SPAN AREA TAG SPAN Jr PV MOUNTING RAIL 1 0 N RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION j / t t j 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. I N $ N Nir STANDOFF TYPE: L-FOOT S FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN. MAX. 5/16°X 3-I/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 3/8" = I' O" t HEREIN CONTAINED SHALL NOT BE USED yy�t LANDSCAPE FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION 1„I --" - -- El ---- A - �T- - -- ORIENTATION DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. tl El Ildd 101 L�NI DISCLOSED IN WHOLE OR IN PART TO -L-XZ L-XI OTHERS OUTSIDE RECIPIENTS ROOF SHEATHING TYPE: 7/I6"OSB X-CANTILEVER L-X2 16 IN. MAX. 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 SIZE: 2X4 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. RESPECTIVE EQUIPMENT,WITHOUT THE RAFTERPORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 ORIENTATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA2188 P Y2 IKIABCEI TOTAL PV MODULEE AREA(S(SQ. FT.) 213 PV MODULE ROOF COVERAGE 10% A ___ L-Y2 f CERTIFIED LANDSCAPE -400 ORIENTATION PV INSTALLATION PROFESSIONAL P YI A SCOTT A. r..., #PV-0117719-01586GURNEY6 PV ARRAY DETAIL, SIDE VIEW �! ION DEVELOPER,LLC SCALE: 3/8° = I' 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 C1524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. LLI -I- PV MODULE z V Q I i _I (V N Q' U J J 0 < CLICKFIT RAIL Z o J I- _ o F- a F- Z 2 0 Q C , w Q LL1 U �' U 6, CLICKFIT L FOOT = o m Q N (E) COMP SHINGLE w DI o a Pr; .1 ROOF MEMBRANE (75 NI N. 0 0 DRAWING BY COMP SHINGLE FLASHING DAD 22° MIN. '\('E PROFESS DATE DEPTH 5/16" ZINC PLATED STEEL .c <,,\.\G I N£E� 'o\ 21-FEB-2023 11 LAG SCREW WITH 2-1/2" ' 9 950P 9r MIN. EMBEDMENT IN TO (E) ROOF RAFTER O PROJECT ID OREGON 008ZGY OA STANDOFF DETAIL '�qN �� ,L�`11' SHEET NAME SCALE: 3" = I' 0" q�q ' �F,y 02/23/2023 STRUCTURAL DETAILS NROW 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 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 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 PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B HEREIN CONTAINED SHALL NOT BE USED 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 - RACKING DEAD LOAD (PSF) 0.8 MAX SPAN @6 FT. MAX SPAN ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE SOLAR MODULE DEAD LOAD (PSF) 2.21 DESIGNED ROOF SNOW LOAD CALCULATIONS ASCE 7-16 (C&C) 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)(PG) 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) 8.1 8.3 STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 NABCEP MIN. ROOF SLOPE (DEG.) 34 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.6 3.7 MEAN ROOF HEIGHT (FT.) 23 SLOPE FACTOR (Cs) = 0.9 FIG. 7.4-I 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) 36.8 37.0 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 # OF ATTACHMENT POINTS 40 RAFTER/ TOP CHORD MEMBER PROPERITES DF#2 -2x4 DF#2 -2x4 PROFESSIONAL MAX. POINT LOAD (LBS /ATT.) 9.2 SECTION MODULUS (S)(IN"3) 3.06 3.06 'S.gj . SCOTT A. GURNEY MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 9.2 MOMENT OF INERTIA(1)(IN"4) 5.36 5.36 #PV-0117 719-015 866 TOTAL LOAD ON MEMBER (W) (PLF) 73.5 73.9 ION DEVELOPER,LLC DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) MAX. MEMBER SPAN (L)(FT) 6 6 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 DESIGN WIND PRESSURE (PSF) =P = aH(GCP)(YE)(YA) EQN. 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) EON. 26.10-I SHEAR (Fv)(PSI) 180 180 TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = 1 TABLE 26.13-I AREA(A) (IN"2) 5.25 5.25 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-I EQN. 26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) CI524 TOPOGRAPHIC FACTOR (KzT) = 1.0 EQN. 26.8-I QH (PSF) = 13.96 BENDING (FB) (PSI) 900 900 WIND DIRECTIONALITY FACTOR(KD) = 0.85 TABLE 26.6-I LOAD DURATION FACTOR (CD) 1.15 1.15 SIZE FACTOR(CF) 1.50 1.50 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) 1785.4 1785.4 RAIL -PORTRAIT NODULE ORIENTATION 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. 48 IN. O.C. SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI) = (wL"2)/(8(S)) 1296.5 1303.3 EXTERNAL PRESSURE COEFF. (GCP) _ -1.8 -2.0 -3.2 0.9 73% OK 73% OK LLI + ASD PRESSURE (0.6P)(PSF)_ -12.06 -13.40 -21.44 16.75 Z U TRIBUTARY AREA (SQ. FT) = 12.6 12.6 9.4 MAX DEFLECTION CHECK- TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED Q CV C. MAX. UPLIFT (0.6D+0.6P) (LBS)= -128.7 45.6 -184.9 ALLOWABLE DEFLECTION L / 180 L / 180 0.400 IN. 0.400 IN. CC CV i 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) Q n N P ai U SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 0.104 IN. 0.104 IN. Z Z cl• _1 - Q EXTERNAL PRESSURE COEFF. (GCP)_ -1.8 -2.0 -3.2 0.9 26% OK 26% OK O Z Q U MAX DEFLECTION CHECK -LIVE LOAD Q Z W 00 O C� U ASD PRESSURE (0.6P)(PSF) = -12.06 -13.40 -21.44 16.75 TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L/ 240 L/240 Z _ N uJ p MAX. UPLIFT (0.6D+0.6P)(LBS) _ -69.8 -78.9 -100.2 0.3 IN. 0.3 IN. 0 -) I- Ch 0 Q < (V �L ACTUAL MAX DEFLECTION (W)(L)"4/ 185(E)(1) (W)(L)"4 / 185(E)(1) 0_ } D U in ROOF ATTACHMENT FASTENER CHECK Z CT NDS CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED NDS 12.2 0.090 IN. 0.090 IN. CO N L N x LJ r� F- am p *< zi STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 30% OK 30% OK I- : R (9 C. O 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 945 LBS. 945 LBS. DAD FASTENER EMBEDMENT DEPTH (IN.)= 2.5 PRYING COEFFICIENT = 1.4 ����p PROFFS� ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.) = 266.0 / 221 LBS. 222 LBS. DATE LAG SCREW WITHDRAWL CAPACITY (LBS) = 760.0 ,Cb <c, i NE, 09 23% OK 23% OK 21-FEB-2023 MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 184.9 MAX UPLIFT DEMAND(LBS) OK 9 950P / PROJECT ID OREGON 008ZGY 4N /1, 2��- SHEET NAME q�qN RO`N�'�,y 02/23/2023 STRUCTURAL CALCS EXPIRES:12/31/24 SHEET NUMBER REVISON S-5 0 CONDUCTOR AND RACEWAY SCHEDULE • TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V TAG OTT SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V (I) 1010 (I) 10 AWG THHN/THWN-2,CU. BLACK (LI) 12.14 AC (MAX) 3 (I) 10 AWG THHN/THWN-2,CU. BLACK (LI) 12.14 AC(MAX) 2 (I) 10 AWG 2C,NM-B W/G, CU. (LI, L2, EGC) 12.IA AC (MAX) I (I) 12 AWG 2C, TC-ER,CU. (LI, L2) 12.IA AC (MAX) I 0 N AWG THHN /THWN-2, CU. RED(L2) 240 V AC (I) 10 AWG THHN/ THWN-2,CU. RED(L2) 240 V AC FREE AIR 240 V AC (I) 6 AWG SOLID BARE CU. (EGC) 240 V 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 (I) 3/4 IN. EMT (RACEWAY) EXTERIOR (RACEWAY) 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 ELECTRICAL LINE DIAGRAM DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS (E)UTILITY METER LOAD-SIDE SOURCE CONNECTION ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE 120/240V AC,60HZ, (E)200A MAIN SERVICE PANEL BUSBAR PLUG-IN TYPE BREAKER (N)ENPHASE IQ COMBINER 4 RESPECTIVE EQUIPMENT,WITHOUT THE SINGLE PHASE (E)200A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) WRITTEN PERMISSION OF ION DEVELOPER, LLC. (10)SILFAB SOLAR SIL-400 HC+PV MODULE(S) Lz r SECONDARY POWER INTEGRATED UL 1703 LISTED _ SOURCE(PV OCPD)TO I5A/2P MAX (E)200A/2P BE LOCATED AT TO IQ ENVOY (10)ENPHASE 108PLUS-72-2-US MICROINVERTER(S)[240V] NABCEP • • OPPOSITE END OF GATEWAY UL 1741 LISTED BUSBAR FROM SOURCE(MAIN OCPD) — CERTIFIED 4 10 • • (E)LOADS (NEC 705.12) (N)JUNCTION BOX (N)JUNCTION BOX PV INSTALLATION lifi. 'H. (OPTIONAL-FOR (OPTIONAL-FOR PROFESSIONAL CONDUCTOR SPLICE) CONDUCTOR SPLICE) SCOTT A. GURNEY (N)20A/2P - n (N)20A/2P - (I) S'� �.,.I #PV-0117719-015866 1 `, A ` A " A CIRCUIT ION DEVELOPER,LLC N N Ecz 1N Lz ' z Lz \—� OF 10 ����� 4801 N UNIVERSITY AVE#900 PROVO, UT I I I v _ =T �_ecd, ® 1 I MODULES L 84604 UNDERGROUNDII "e V ELL 888.781.7074 G SERVICE LATERAL 10 DAVID STANLEY CONRAD LI N LE O O O C-ELECTRICAL CONTRACTOR C1524 GEC (E)GROUNDING IELECTRODE SYSTEM LU + Z U Q = 1 J O (V ct N) 1 (V I I NI U (V J N Q < ^ (-3 D I U Z 0' __I U 0_ I— Q H Z w O o Q C z> w ELECTRICAL LINE DIAGRAM NOTES Jo , E _ E N N 0` � m Q NI O D * = co Z m O J Z Up HW O < S tri 2 I� 0 O O (n (n Os I- DRAWING BY DAD DATE 21-FEB-2023 PROJECT ID 008ZGY SHEET NAME ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 10 X 298 W = 2.98 ELEC. LINE DIAG. 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) ION STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.1 A AC JURISDICTION CITY OF TIGARD MAX CURRENT X125% = 15.125 A AC, MAX CURRENT W/ CORRECTION FACTORS= 13.3 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 > 15.0 OK 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 OTHERS OUTSIDE RECIPIENTS CROSS-SECTIONAL AREA OF CONDUCTOR(S) / ORGANIZATION,EXCEPT IN CONNECTION RATED POWER (PMAX) (W) 400 CABLE(S)(IN."2) = 0.142 IN.2 WITH THE SALE AND USE OF THE MAXIMUM POWER VOLTAGE (VMP) RESPECTIVE EQUIPMENT,WITHOUT THE 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 = 12.I A AC CERTIFIED VOC TEMP. COEFFICIENT -0.28 MAX CURRENT X125% = 15.125 A AC, MAX CURRENT W/ CORRECTION FACTORS= 12.1 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. S, - SCOTT A. GURNEY ADJ. MODULE VMP @ ASHRAE 2% AVG. HIGH TEMP 30.3 CONDUCTOR AMP. RATING @60°C = 30 A / #PV-0117 719-015 8 66 # 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 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 15.0 OK 84604 MAX. OR RECOMMENDED MODULE POWER (W) 440 888.781.7074 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 = 12.1 A AC NOMINAL (L-L) OUTPUT VOLTAGE 240 MAX CURRENT X125% = 15.13 A AC, MAX CURRENT W/ CORRECTION FACTORS= 13.3 A AC CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. z + N SYSTEM ELECTRICAL SPECIFICATIONS CIR I CONDUCTOR AMP. RATING @60°C = 40 A Q = NUMBER OF MODULES PER CIRCUIT 10 # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) Q o 3. cal DC POWER RATING PER CIRCUIT (STC)(W DC) 4000 X N ^ (. AMB. TEMP. AMP. CORRECTION = 0.91 (NOT APPLIED) v N _1 N Q TOTAL MODULE QUANTITY 10 PV MODULES ADJUSTED AMPACITY COMPLIANCE (A) = 40 > 15.0 OK Q <n Cj 0STC DC POWER RATING OF ARRAY 4000W DC RACEWAY SIZE / TYPE = 3/4 IN. EMT p Q CROSS-SECTIONAL AREA OF CONDUCTOR(S) / I z w I- o Q a co w w INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 CABLE(S)(IN."2) = 0.063 IN."2 E w 0O Lu rn v 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.13 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 x I-1-' _ x m CIRCUIT OCPD RATING (A) % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) u_ O Q = N so 20 = 40% > 12% OK - co w ry J Z p COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 12.IA AC _I o < ^ w , vi PV POWER PRODUCTION SYSTEM OCPD RATING _ _ - o o X125%) 20A COMBINER BOX TO MAIN PV OCPD (10) MAX. ARRAY STC AC POWER (W) 2900W AC (STC) DRAWING BY • COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 12.1 A AC DAD MAX. ARRAY CEC-AC POWER (W) 3568W AC (CEC) MAX CURRENT X125% = 15.13 A AC, MAX CURRENT W/ CORRECTION FACTORS= 13.3 A AC PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) DATE AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. 21-FEB-2023 VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.4 241.4 0.58% CONDUCTOR AMP. RATING @90°C = 40 A VRISE SEC. 2 (JBOX TO COMBINER BOX) 60 10 Cu. 1.7 241.7 0.73% # OF CONDUCTORS IN RACEWAY CORRECTION = I (NOT APPLIED) PROJECT ID VRISE SEC. 3 (COMBINER BOX TO POI) 10 10 Cu. 0.3 240.3 0.12% AMB. TEMP. AMP. CORRECTION = 0.91 (NOT APPLIED) 008ZGY TOTAL VRISE 3.4 243.4 1.43% OK ADJUSTED AMPACITY COMPLIANCE (A) = 40.0 > 15.0 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) = 0.533IN."2 SHEET NUMBER REVISON % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) E-7 0 = 40% > 16% OK ELECTRICAL FIELD-APPLIED HAZARD MARKINGS PHOTOVOLTAIC SYSTEM A AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 [NEC 690.54, NEC 690.13(B)] R I D `it,. D 1 F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT AE. �,�,'. '�' ' DISCONNECT SWITCH [NEC 690.56(C)]. I 0 N RATED AC OUTPUT CURRENT 12.1A J( a S i NOMINAL OPERATNGACVOLTAGE 240 V $ R PV. T�EQU �` G FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION SOLAR EQU BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED B FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS TURN RAPID SWUM SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. O+TaTME 690.56(C)] OTHERS OUTSIDE RECIPIENTS _ 'O F P09TION TO 97A�1C TERMINALS ON THEUNEAND [NEC 690.13(B), NEC 705.22] g p p ANDSEDUCEX,E ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED HAZARD , RESPECTIVE EQUIPMENT,WITHOUT THE .._.e.. IN THE OPEN POSITION »_. --NDE ARRAYWRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED C DEVICES IN CIRCUTS SUPPLYING POWER TO A J AT MAIN SERVICE EQUIPMENT DENOTING �ABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM POKER TOTTO8 BALDING IIS ALSO SUPPLED THE LOCATION OF THE PV RAPID DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] Pa0YA ROOF MOUNTED 8OIARARRAY. SHUTDOWN SYSTEM DISCONNECTING CERTIFIED MEANS IF SOLAR ARRAY RAPID SHUT SOURCES:UTILITY GRID ANDSOLAR DOWN DOWN DISCONNECT SWITCH IS NOT PV INSTALLATION PV SOLAR ELECTRIC SYSTEM 111 LOCATED GROUPED AND WITHIN LINE OF SITE OF PROFESSIONAL MAIN SERVICE DISCONNECTING MEANS. ' .l}/�y A. GURNEY [NEC 705.10, NEC 690.56(C)(I)] — .. SCOTT17719-015866 PLACED ADJACENT TO PV SYSTEM PLUG-IN ION DEVELOPER,LLC 111111.1111111.111 D TYPE BREAKER TO A BUSBAR FOR A LOAD 4801 N UNIVERSITY AVE#900 PROVO,UT POWER SOURCE SIDE CONNECTION. [NEC 705.12(B)(3)(2)] I PERMANENT DIRECTORY TO BE LOCATED84604 I OUTPUT CONNECTION AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 I POWER TOTHIB BUILDING 18ALSO SWITCH DENOTING THE LOCATION OF • DO NOT RELOCATE THIS SUPPLED FROM MAIN DISTR ON THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR UTILITY DISCOMECTLOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] a ❑ © (E)UTILITY METER El El AC, 60HZ, El ❑ El El El w + N SINGLE PHASE (E)MAIN SERVICE PANEL Q I COMBINER BOX J O CV O LI rxa z o j a0. Nw PV SYSTEM0 Mr O F- 0 Q = nj DISCONNECT(S)TO LL Dco PV INVERTER Z O p J W U `D (N)PV BREAKER OUTPUT CIRCUIT(S) Pr)J— OD W 0 N W W Q .. i. �6 bb o� I— I o I� O O ) ECC _ ® DRAWING BY _ INaa °= DAD DATE "I =I . 21-FEB-2023 PROJECT ID 008ZGY ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-2011 STANDARDS. 2. BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HANDWRITTEN. ELECTRICAL LABELS 3. SHALL BE OF SUFFICEINT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 4. UNLESS OTHERS SPECIFIED MINIMUM TEXT HEIGHT TO BE 8" (3MM). SHEET NUMBER REVISON E-9 0