Loading...
HomeMy WebLinkAboutPlans 1 immtiottiotsommi Ei/lUWMfIKe71 AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS LIABIU 1 1 GOVERNING CODESION Ole City of Tigard and its I. ALL WORK SHALL COMPLY WITH: 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) erlp Ida es shall not be INTERApproved plans 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) a.:-+ ;c$- i le for discrepancies shall be on job site. 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) 2018 INTERNATIONAL FIRE CODE(IFC) : licit may appear herein. 2021 OREGON PLUMBING SPECIALTY CODE 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 t. { DEVELOPER,LLC NOR SHALL IT BE ' . ,, .. DISCLOSED IN WHOLE OR IN PART TO F�" 4 SITE CLASSIFICATION NOTES,OSHA REGULATION 1 OTHERS OUTSIDE RECIPIENTS A `; ' OCCUPANCY CLASS: SFR " ORGANIZATION,EXCEPT IN CONNECTION CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE ` ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. 4 ,., 4 "Itt 4' * n 1. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. -rr. i 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE 'e �< > ONTO NEARBY PROPERTIES OR ROADWAYS. /� C OJECTS TTED REVIEW,ROOF ACHMENTS SHALL BE SPACED NO GREATER i« "` �. ' < THAN 24"ON CENTER INDIRECTION TION WHERE PRESCRIPTIVE OCATED WITHIN 3' A ROOF EDGE,HIP,EAVE,OR RIDGE OSSC I-1ABCEP --- -" '"' '"'`` _ 3111.3.5.3 ITEM 3.2 i_e ,, _ _. __ _ CERTIFIED 611 -- .4 # 3;, - - ELECTRICAL CRITERIA,NOTES - i 0 `00,-,.. y„-. _ TEMPERATURE SOURCE: ASHRAE PV INSTALLATION "�- � ) WEATHER STATION: PORTLAND HILLSBORO PROFESSIONAL ,, * EXTREME MIN. TEMPERATURE: -8 S�� SCOTT A. GURNEY 4,404 , , ASHRAE 0.4%HIGH TEMP: 37 #PV-0117 7 19-015 86 6 - T _4�;' ._tom.:, _ t ION DEVELOPER,LLC I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT ` & � 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 }•. �" i' ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 . __ _ 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61646, IEC61730. C-ELECTRICAL CONTRACTOR ;' DAVID STANLEY CONRAD 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO *'r .` '". LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. i 44 �, - y C1524 '� I 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION[NEC 110.26]. FPF' 1 * t -- �t+- �+ STRUCTURAL CRITERIA,NOTES - �` z "��'•-" DESIGN LOAD STANDARD: ASCE 7-16 F COPY • " � ''"` •• ' WIND SPEE. WIND D(3-SEC GUSTY 96 MPH OFFICE 0 d R _ - i GROUND SNOW LOAD: 36 PSF + ;y a - # DESIGN ROOF SNOW LOAD: 25 PSF CI U �` '-' SEISMIC DESIGN CATEGORY: D K) _ "' SEISMIC RISK FACTOR: II _ O0. o N U CITY OF TIGARD °° z �, Dv) a _; , , REVIEWED FO CODE COMPLIANCE o o LLI 0 o a c w w C3 o U < w Approved: [ ] a o o u, 0. OTC: [ l 2 Q tn z m Q N o — o a it .,�ME +.i Permit#: i % V�Y� ZI-u j _ Z :o SCOPE OF WORK Address: ` ��j 5 r)C-rbJ`h LO0 w coo > w p Q o Q ,t SHEET LIST C v) a F CO •• State #: I / INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET By: Date: �/(.D z 3 u.- . ALVORD S-3 ROOF PLAN - !! 8.4 KW DC & 6.09 KW AC PHOTOVOLTAIC SOLAR ARRAY S-4 STRUCTURAL DETAILS DATE S-5 STRUCTURAL CALCULATIONS a NOTES ��c�EO PROFESS, 30-MAR-2023 PV MODULES: (21) SILFAB SOLAR SIL-400 HC+ E-7 ELECTRICAL CALCULATIONS & NOTES ELECTRICAL DETAILS (LINE ) VALIDITY O� PERMIT 4�' `��GiN£F� /may PROJECT ID INVERTER(S): (21) ENPHASE IOSPLUS 72 2 US E-9 ELECTRICAL LABELS & LOCATIONS THE ISSUANCE OF A PERMIT - 9 950P r- 008UUZ ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) BASED ON CONSTRUCTION 7c...... OREGON DOCUMENTS AND OTHER SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT DATA SHALL NOT PREVEI�JT gH 11, 2���y 03 30 2023 COVER SHEET THE CODE OFFICIAL FROM 4N RO'$ REQUIRING THE CORREC"' .� - SHEET NUMBER REVISON OF ERRORS. ORSC 1c_5.<< EXPIRES:12/31/24 G_I 3 SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE ION 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 FOR ANY METER UPGRADES, ENSURE THAT THE -THE UTILITY METER IS LOCATED WITHIN IOFT OF THE HEREINFIDENTIAL CONTAIINED SHALL NOT BEION USED FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE LABEL SHOWING THE DISTANCE FROM THE FRONT DESIGNATED PATHWAY DISCLOSED IN WHOLE OR IN PART TO CORNER OF THE HOUSE. OTHERS OUTSIDE RECIPIENTS FOR RS2 ORGANIZATION,EXCEPT IN CONNECTION PATHWAYS HAVE BEEN DESIGNATED FOR EACH 3 WITH THE SALE AND USE OF THE " ROOF PLANE, MODULES ARE COVERING OVER 25% DESIGNATED PATHWAY RESPECTIVE EQUIPMENT,WITHOUT THE ,-p" WRITTEN PERMISSION OF ION DEVELOPER, OF THE TOTAL ROOF AREA 3 -p FOR RS4 LLC. 'IN + ❑ /N'AB'CEP + + ❑ f , + + CERTIFIED El + + + + + • + +++++ DESIGNATED PATHWAY ++++ + PV INSTALLATION + + PROFESSIONAL + + + + + FOR RS3 ++++ S, /+� SCOTT A. GURNEY + + + + + + + + + + SCOTT1A GURNEY + + + + + + + + + + ION DEVELOPER,LLC + + + + 4801 N UNIVERSITY AVE#900 PROVO,UT + ' + (N/ RS4 846041 - ++' ++ I'-0" +++ JBO 888.781.7074 + IP+ . on + ++ + � . + + � + + DAVID STANLEY CONRAD r�' + + + +#+ ++ + ++ U +++ +++ CONTRACTOR + + + + + + + + + C-ELECTRICAL + ... RS2 a (N� ❑ ❑ n ■+ + + � + + W � ,c„, , _ BX i'-011 + + + + i. + ., 0 ++ + JBOX D _ 0 to + + to + + + 11N., k,,„ Z cn ``' ❑ iblill +++++++ RS3 c } 0 + + . U_ C\.i ( E o co ❑ ❑ ❑ als Ir7ATF! ++++ \ A( r 2, ^ a �o_p PROF( RSI (c) ACD (M) + 3 -p } ct LS J c i a Lu c. *G1NfF `r/p R o aj o co 0,‘` 9 9 Q C. N w • o / �' 9 950P r DESIGNATED PATHWAY z a �_ zo CO "' / Q (V / - OREGON FOR RSI o D I- C o Y N w w 14 qN 11, Z \,cy 03/30/2023 ~ Q o w �N RO`N EXPIRES:12/31/24 DRA MARCUS ALVORD SCALE: 1/8" = I'-0" DATE 0' 2' 4 8 16' 30-MAR-2023 SYSTEM LEGEND (N> O ROOF SECTION ROOF PV MODULE PROJECT ID (N) C (N)PV COMBINER PANEL N) (N)JUNCTION BOX SUNEYE LOCATION SECTION OTY AZIMUTH PITCH TSRF 008UUZ CRITERIA AND RSI 10 179 36 98% kin (E)UTILITY METER / (N) (N) (N)AC DISCONNECT SPECIFICATIONS RS2 8 269 34 82% SHEET NAME LC (N)PV LOAD CENTER nNFIRE SETBACK i MAIN SERVICE PANEL (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) .......4 RS3 2 89 34 79°r° 0 ROOF PLAN (E) r(N)' (N)PV PRODUCTION DC RS4 1 89 34 79% MAIN (E)MAIN SERVICE PANEL �P i METER qC (N)MICROINVERTER (N)PV MODULE -- -- SHEET NUMBER REVISON (E) (E)SUBPANEL (N) (N)DC DC / STRING UN) (N)DC DISCONNECT S-3 3 SUB I INVERTER RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA MODULE PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL ION RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION 1J 7PV I I I PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. I ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. N i M STANDOFF TYPE: L-FOOT&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" = I'-0" I t HEREIN CONTAINED SHALL NOT BE USED 1 LN LANDSCAPE FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION M - I,n - --�- ORIENTATION DEVELOPER,LLC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO 4r ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. 17 ROOF SHEATHING TYPE: 7/16 OSB X-CANTILEVER L-X2 16 IN. MAX. —L-X2 L-XI OTHERS OUTSIDE RECI PIENTS 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 PORIENTORTRAITATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 694 P Y2 , NAB CEP TOTAL PV MODULE AREA(SQ. FT.) 447.3A L Y2 C E RT I F I E D PV MODULE ROOF COVERAGE 26% %/ �.=� / A LANDSCAPE ORIENTATION PV INSTALLATION PROFESSIONAL �10 PROre P-YI �, S'V SCOT0 A.G 0RNEY PR FE < GIN sip /� r �� F.� £F� 9 PV ARRAY DETAIL, SIDE VIEW 4801 N UNIVERSITY DEVELOPER,LLC 9 950P SCALE: 3/8 - I' O ON DEVE / � AVE#900 PROVO,UT / ` OREGON ® 84604 888 781.7074 DAVID STANLEY CONRAD 9` q^/ 11 21 c. ' 03/3O/2023 ' L YI RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR qN RO' SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER C1524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. EXPIRES:12/31/24 >- PV MODULE o _ D �_ M) / Z p p N U ! 00 U -I N. 0 CLICKFIT RAIL z 00 z W R N c o c, o6 U o w o fx _I co rnv o Q O o 6„ z c to Z N , 0 sow CLICKFIT L-FOOT 2 ix Q is, m Q N > w (E) COMP SHINGLE w > ccoo > w F- Q o Q ^ ^ , ROOF MEMBRANE < N w N N RAWING BY COMP SHINGLE FLASHING AR ALVORD 4-" MIN. DATE I DEPTH 5/16" ZINC PLATED STEEL 30 MAR 2023 LAG SCREW WITH 2 I/2"11 MIN. EMBEDMENT IN TO PROJECT ID (E) ROOF RAFTER 008UUZ O STANDOFF DETAIL SHEET NAME SCALE: 3" = 1'-0" STRUCTURAL 'DETAILS SHEET NUMBER REVISON S-4 3 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 RS2 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 1 PV RACKING ECOFASTEN CLICKFIT BASIC WIND SPEED (MPH (3-SEC GUST)) 96 CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED I PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY C 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-I/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 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) 8.4 8.1 STRUCTURE TYPE -ROOF SHAPE INHABITED-HIP 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) 3.8 3.6 MEAN ROOF HEIGHT (FT.) 23 SLOPE FACTOR (Cs)= 0.8 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) 37.2 36.8 PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 48 # OF ATTACHMENT POINTS 103 RAFTER/ TOP CHORD MEMBER PROPERITES DF#2 -2x4 DF #2 -2x4 PROFESSIONAL MAX. POINT LOAD (LBS / ATT.) 7.5 SECTION MODULUS (S)(IN"3) 3.06 3.06 S•'}u /..I SCOTT A. GURNEY MAX. TOTAL PV DEAD LOAD TO RAFTER (LBS) 14.9 MOMENT OF INERTIA(I)(IN"4) 5.36 5.36 I #PV;0117719-015866 TOTAL LOAD ON MEMBER (W) (PLF) 74.3 73.5 ON 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 = QH(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) EQN. 26.10-I SHEAR (Fv) (PSI) 180 180 TERRAIN EXPO. CONSTANT (A) = 9.5 TABLE 26.11-I ARRAY EDGE FACTOR (YE) = I TABLE 26.13-I AREA(A)(IN"2) 5.25 5.25 DAVID STANLEY CONRAD TERRAIN EXPO. CONSTANT (ZG)(FT) = 900 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 C-ELECTRICAL CONTRACTOR VP EXPOSURE COEFF.(KH) = 0.93 EQN. C26.10-I EQN. 26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(CD)(CF)(CR) CI 2� TOPOGRAPHIC FACTOR(KzT) = 1.0 EQN. 26.8-I OH (PSF) = 18.52 BENDING (FB)(PSI) 900 900 /"/ WIND DIRECTIONALITY FACTOR(Ks) = 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 HIP ROOF 27° < 0 545° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2H ALLOWABLE BENDING STRESS (PSI) 1785.4 1785.4 RAIL -PORTRAIT MODULE 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)) 1310.2 1296.5 EXTERNAL PRESSURE COEFF. (GCP)_ -I.5 -2.4 -2.8 0.9 73% OK 73% OK 0 + N ASD PRESSURE (0.6P)(PSF)_ -13.34 -21.34 -24.90 22.23 U TRIBUTARY AREA(SQ. FT)= 12.6 12.6 9.4 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED ct O O N IU MAX. UPLIFT (0.6D+0.6P)(LBS) _ -144.7 -245.2 -217.4 ALLOWABLE DEFLECTION L/ 180 L / 180 Zr O^ - ^ 'Q 0.400 IN. 0.400 IN. 0 O` N 'U 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)(I) (W)(L)"4 / 185(E)(I) co N D H < SOLAR PANEL PRESSURE EQ. FACTOR (YA) = 0.80 0.80 0.80 0.80 0.105 IN. 0.104 IN. Z b c CD W ci U EXTERNAL PRESSURE COEFF. (GCp) _ -1.5 -2.7 -2.8 0.9 26% OK 26% OK O 0 O aj Q °O UJ ASD PRESSURE (0.6P)(PSF) = -13.34 -24.01 -24.90 22.23 MAX DEFLECTION CHECK -LIVE LOAD Q Ct O ON - o TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 ALLOWABLE DEFLECTION L / 240 L /240 Z CC rr) Z MAX. UPLIFT (0.6D+0.6P)(LBS) = -78.4 -151.0 -117.8 0.3 IN. 0.3 IN. p z - O coQ Q N ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) (W)(L)"4/ 185(E)(I) Z D J 0 0 - • ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.091 IN. 0.090 IN. LLJ �) Z CLICKFIT L-FOOT-5/I6"X 3-1/2"ZINC PLATED Q O Q STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 30% OK 30% OK N Q rCV w (V 06 LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = 1800(G"3/2)(D"3/4) 12.2.1 MAX SHEAR CHECK w//f' 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) DR ING BY FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD)= 1.6 TABLE I2.3.3A 945 LBS. 945 LBS. MARCUS ALVORD FASTENER EMBEDMENT DEPTH (IN.)= 2.5 PRYING COEFFICIENT = 1.4 ACTUAL MAX SHEAR (w)(L)/2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS / IN.)= 266.0 223 LBS. 221 LBS. DATE LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 <c56:0 PROrt, 24% OK 23% OK 30-MAR,-2023 MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 245.2 MAX UPLIFT DEMAND (LBS) OK c, aG 1 N ee t Ce 5. PROJECT ID 9 950P r 008UUZ OREGON SHEET NAME -944/ 11, 2Gti y 03/30/2023 2 STRUCTURAL CALCS 4N ROwL SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 3 CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG STY SIZE-# TYPE DESIGNATOR I/V TAG STY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V 10 (I) 8 AWG THHN /THWN-2,CU. BLACK (LI) 25.4A 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. (LI,L2, EGC) 13.3A AC (MAX) I (I) 12 AWG 2C, TC-ER, CU. (LI, L2) 13.3A AC(MAX) ION (I) 8 AWG THHN /THWN-2,CU. RED(L2) 240 V AC (2) 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 (RACEWAY) (I) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR INTERIOR EXTERIOR II (I) 6 AWG THHN/THWN,CU. BLACK(LI) 25.4 A AC (MAX) (I) 6 AWG THHN/THWN,CU. RED(L2) 240V AC (I) 6 AWG THHN/THWN,CU. WHITE(N) (I) 6 AWG THHN/THWN, CU. GREEN (GEC) CONFIDENTIAL-THE INFORMATION (I) 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 1 (21)SILFAB SOLAR SIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO ELECTRICAL LINE DIAGRAM UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (21)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE (N)JUNCTION BOX RESPECTIVE EQUIPMENT,WITHOUT THE (E)UTILITY (E)225A MAIN SERVICE PANEL SUPPLY-SIDE SOURCE CONNECTION (N)ENPHASE IQ COMBINER 4 (OPTIONAL-FOR UL 1741 LISTED WRITTEN PERMISSION OF ION DEVELOPER, METER (E)200A/2P MAIN DISCONNECT MAIN SERVICE PANEL SERVICE ENTRANCE (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. CONDUCTOR TAP(NEC 230.82,NEC 705,NEC 230.46) �� n • (N)PV AC DISCONNECT (N)20A/2P u n �� /� = CIRCUIT 46..1..E. 60A,240V,2P,FUSED �� L2, L2 OF II ir LS 1 (E)200A/2P LOCKABLE,VISIBLE OPEN ec< i MODULES L NABCEP SERVICE RATED �—Ec` INTEGRATED CERTIFIED 0 O I5A/2P MAX 0 TO IQ ENVOY 0 0 (E)LOADS GATEWAY PV INSTALLATION Oz 0 J"2� � � (N)JUNCTION BOX PROFESSIONAL 120/240 VAC (N)35A S�� / #PONY 117719 OR5866 60HZ FUSES { (E)LOADS (N)20A/2P (I) SINGLE PHASE ^^--dam `�n Li rl � LI ♦ LI A L' CIRCUIT ��� ION DEVELOPER,LLC UTILITY " —1N o L \ OF 10 4801 N UNIVERSITY AVE#900 PROVO,UT SERVICE NI "E' " .ecc �_ �—Ecc I MODULES L 84604 =� a —� "d� 888.781.7074 G II 10 DAVID STANLEY CONRAD j IRRE VERSIBLE BLE 3 O O C-ELECTRICAL CONTRACTOR I (N)GEC PERMITTED TO C1524 "I"I LE cec RUN SEPARATELY OUTSIDE RACEWAY IF SOLID BARE AND NOT ---------.\ EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE. ELECTRODE [NEC 250.64(B)] SYSTEM 0 U (n LLJ _ D - in _ ' 00 OO N < Er ' r 1 r- 1 Z (n (n Q o J 1 Z CI i2 CD Ct Q U O o O o o U ELECTRICAL LINE DIAGRAM NOTES 2 z aLL z m `w�) '4 N o , Z a o ' Z VI) IX - Z uJ > � > (n W `L -3 N W ) a N N co D WING BY ARCUS ALVORD DATE 30-MAR-2023 PROJECT ID OO8UUZ SHEET NAME ELEC. LINE DIAG. ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 21 X 298 W = 6.258 KW AC SHEET NUMBER REVISON E-6 3 • PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY / CONDUCTOR CALCULATIONS TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX (I) I 0 N , STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 A AC JURISDICTION CITY OF TIGARD MAX CURRENT X125%= 17.0 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. CONFIDENTIAL-THE INFORMATION ASHRAE 0.4% HIGH TEMP (°C) 37 HEREIN CONTAINED SHALL NOT BE USED CONDUCTOR AMP. RATING @ 90°C = 30 A FOR THE BENEFIT OF ANYONE EXCEPT ION DEVELOPER,LLC NOR SHALL IT BE DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% AMB. TEMP. AMP. CORRECTION = NOT APPLIED DISCLOSED IN WHOLE OR IN PART TO ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 17.0 OK OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION PV MODULE SPECIFICATIONS SILFAB SOLAR SIL-400 HC+ RACEWAY SIZE / TYPE = 3/4 IN. EMT OR FREE AIR WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE RATED POWER (PMAX) (W) 400 CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.142 IN.2 WRITTEN PERMISSION OF ION DEVELOPER, MAXIMUM POWER VOLTAGE (VMP) 36.05 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.2 LLC. MAXIMUM POWER CURRENT (IMP) 11.1 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 53% > 27% OK OPEN CIRCUIT VOLTAGE (VOC) 43.02BCP SHORT CIRCUIT CURRENT (ISC) 11.58 JUNCTION BOX TO JUNCTION BOX (2) NA BC TEMP. COEFFICIENT -0.36 MAX INVERTER OUTPUT CIRCUIT CURRENT = 13.3 A AC CERTIFIED VOC TEMP. COEFFICIENT -0.28 MAX CURRENT X125% = 17 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 / #PV-0117719-015866 ADJ. MODULE VMP @ ASHRAE 2% AVG. HIGH TEMP 30.3 CONDUCTOR AMP. RATING @60°C = 30 A ION DEVELOPER,LLC # OF CONDUCTORS IN RACEWAY CORRECTION = NOT APPLIED 4801 N UNIVERSITY AVE#900 PROVO,UT INVERTER SPECIFICATIONS ENPHASE IQ8PLUS-72-2-US AMB. TEMP. AMP. CORRECTION = NOT APPLIED 84604 888.781.7074 TYPE MICROINVERTER ADJUSTED AMPACITY COMPLIANCE (A) = 30 > 17.0 OK 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 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 NOMINAL (L-L) OUTPUT VOLTAGE 240 CEC WEIGHTED EFFICIENCY (%) 97.0% PER NEC 690.8(B)(2)(WITH CORRECTION FACTORS) p CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. o = D ct SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 CONDUCTOR AMP. RATING @60°C - 40 A o o 0 N Q NUMBER OF MODULES PER CIRCUIT II 10 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 O rn 1 ^ U DC POWER RATING PERCIRCUIT STC W DC) =4400 4000cn v AMB. TEMP. AMP. CORRECTION 0.91 m - � Z cn D V) Q TOTAL MODULE QUANTITY 21 PV MODULES ADJUSTED AMPACITY COMPLIANCE (A) = 29.12 > 13.3 OK Z o 86 STC DC POWER RATING OF ARRAY 8400W DC RACEWAY SIZE / TYPE = 3/4 IN. EMT °_ cow < w INVERTER OUTPUT CIRCUIT CURRENT(A AC) 13.31 12.1 CROSS-SECTIONAL AREA OF CONDUCTOR(S) / CABLE(S)(IN."2) = 0.106 IN."2 Q 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 16.64 15.13 CROSS SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 �O Q in ZO cO Q N CIRCUIT OCPD RATING (A) 20 20 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 40% > 20% OK LL D = U � � w 8": o c>_ o > (n w COMBINED INVERTER CONTINUOUS OUTPUT CURRENT 25.41A AC Lu F Q N w PV POWER PRODUCTION SYSTEM OCPD RATING (X125%) 40A COMBINER BOX TO MAIN PV OCPD (10) - Q NI m v v co MAX. ARRAY STC-AC POWER (W) 6090W AC (STC) COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 25.4 A AC DRA MAX. ARRAY CEC-AC POWER (W) 7492W AC (CEC) MAX CURRENT X125% = 32.0 A AC MARCUS ALVORD 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 - 8 AWG THHN / THWN-2, CU. DATA VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.5 241.5 0.64% CONDUCTOR AMP. RATING @90°C = 55 A 30-MAR-2023 VRISE SEC. 2 (JBOX TO COMBINER BOX) 65 10 Cu. 2.1 242.1 0.87% # OF CONDUCTORS IN RACEWAY CORRECTION = NOT APPLIED VRISE SEC. 3 (COMBINER BOX TO P01) 10 8 Cu. 0.4 240.4 0.17% AMB. TEMP. AMP. CORRECTION = NOT APPLIED PROJECT ID TOTAL VRISE 4.0 244.0 1.67% OK ADJUSTED AMPACITY COMPLIANCE (A) = 55.0 > 32.0 OK 008UUZ * 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) = 0.146 IN."2 ELECTRICAL CALCS. CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 % ALLOWABLE RACEWAY FILL (NEC CHAPTER 9, TABLE I) = 40% > 27% OK SHEET NUMBER REVISON E-7 3 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS A AT EACH PV SYSTEM DISCONNECTING MEANS. �, .. F� F FTSIGN FROM LOCATED OR NO MORE THAN 3 PHOTOVOLTAIC SYSTEM [NEC 690.54, NEC 690.13(B)] .1,_ DISCONNECT SWITCH [NEC 690.56(C)]. � AC DISCONNECT � �`a� ��� ION , RATED AC OUTPUT CURRENT 2 5.4A NOW AL OPERATNGAC VOLTAGE 240 V S �,y FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION �QvNIr«D G BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPWSHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION B DEVELOPER,LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS TURN RPM SHUTDOWN SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO ELECTRIC SHOCK HAZARD MAY BE ENERGIZED IN THE OPEN POSITION. oMICH PoTONEESMON TO 441116690.56(C)] , , OTHERS OUTSIDE RECIPIENTS TERMINALS ON THE UNEAND [NEC 690.13(B), NEC 705.22] SNOT DOWN PVSYSTE►1 ORGANIZATION,EXCEPT IN CONNECTION LOAD SIDES MAY BE ENERGIZED WITH THE P AND USE THE RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION ».. --N'REARM, - WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT J PERMANENT DIRECTORY TO BE LOCATED AT C DEVICES IN CIRCUTS SUPPLYING POWER TO A MAIN SERVICE EQUIPMENT DENOTING THE NABCEP LOCATION OF THE PV RAPID SHUTDOWN SYSTEM BUSBAR OR CONDUCTOR SUPPLIED FROM MAIERTOMB BUILDING LBusoSUPPLBD DISCONNECTING MEANS IF SOLAR ARRAY RAPID CERTIFIED DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROOF MOUNTED 8DLARARMY. SHUT DOWN DISCONNECT SWITCH IS NOT SOURCES:UTILITY GRID AND SOLAR A AYRAI�IDSHLJTDONNdB00PWELT GROUPED AND WITHIN LINE OF SITE OF MAIN PV INSTALLATION PV SOLAR ELECTRIC SYSTEM � � SERVICE DISCONNECTING MEANS. [NEC 705.10, PROFESSIONAL NEC 690.56(C)(I)] S,� I SCOTT A. GURNEY( #PV-0117719-015866 h D PLACED ADJACENT TO PV SYSTEM PLUG-IN PERMANENT DIRECTORY TO BE LOCATED AT UNIIO DEVELOPER,LLC I SOLAR ARRAY RAPID SHUTDOWN SWITCH 4801 N UNIVERSITY ION #900 PROVO,UT TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 SIDE CONNECTION. [NEC 705.12(6)(3)(2)] POINERTOTHBBUILDNGISALSO DENOTING THE LOCATION OF THE SERVICE 888.781.7074 POWER SOURCE EQUIPMENT LOCATION IF SOLAR ARRAY RAPID [ OUTPUT CONNECTION SUPPLIED FROM MAIN DISTRIBUTION $ SHUT DOWN DISCONNECT SWITCH IS NOT I UTTUTY DISCONNECT LOCATED DAVID STANLEY CONRAD DO NOT RELOCATE THIS GROUPED AND WITHIN LINE OF SITE OF MAIN OVERCURRENT DEVICE SERVICE DISCONNECTING MEANS. [NEC 705.10] c -ELECTRICAL CONTRACTOR 24 o n n as o © >_ (E) o N UTILITY © © F _ D METER (E)MAIN SERVICE PANEL COMBINER BOX CC O o N L.) --ter H--�-r-----� m --I0 Os 0 H U LI } O N L;• (N)PV AC DISCONNECT - O 0 0 w Q coo W 0 IE-z-fl Q W cc J C3 JO ,cD 0 O z PV SYSTEM 01. g : O QLi- DISCONNECT(S)DISCONNECT(S)TO LL it,, L. °u no • PV INVERTER Z N LU OUTPUT CIRCUITS) W co > NLI LI4— Q O Q N N Q Q (n Q m Zf 1 v06 GEC - -ilr EEC /// D NG BY MARCUS ALVORD DATE 30-MAR-2023 111 NI LZI '.. PROJECT ID 008UUZ 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 REVISON E-9 3