Loading...
Plans AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS rtk I , ` .4.4a GOVERNING CODES °, _µ $ I. ALL WORK SHALL COMPLY WITHI 0 N : 0 9 �" 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) MAR 2023 � 'lx 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) -.< s *} A } 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) CITY q'' - '° 4 2018 INTERNATIONAL FIRE CODE(IFC)• CIT I OF 9 I"U'1',r°D • - g ;L" M1 „}�Q --�' , .:_., �_ 2021 OREGON PLUMBING SPECIALTY CODE BUILDING DiViS1 ii, r - CONFIDENTIAL-THE INFORMATION M I� �, � �*` '� AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION ' *t q DEVELOPER,LLC NOR SHALL IT BE SITE CLASSIFICATION NOTES,OSHA REGULATION DISCLOSED IN WHOLE OR IN PART TO > 144 W , - ¢', I N TE OTHERS OUTSIDE RECIPIENTS ;, ,. d� A�, .I., i",F N. r, ' OCCUPANCY CLASS: SFR Approved plans ORGANIZATION,EXCEPT IN CONNECTION �, f;4 ,yArm' CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE "� • ° .4' ' ,^ s , I1-' ZONING TYPE: RESIDENTIAL shall be on job site. RESPECTIVE EQUIPMENT,WITHOUT THE aj ca �.[ _ WRITTEN PERMISSION OF ION DEVELOPER, . rt`- ,; ` ' ' R } r 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 LLC. '� ONTO NEARBY PROPERTIES OR ROADWAYS. ` .-'� - 3. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE 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 �BCEP;.4 _ .- 3111.3.5.3 ITEM 3.2 CERTIFIED ... '" - * ELECTRICAL CRITERIA,NOTES � t. TEMPERATURE SOURCE: ASHRAE PV INSTALLATION ' WEATHER STATION: PORTLAND HILLSBORO OFFICEPROFESSIONAL " EXTREME MIN. TEMPERATURE: -8 COPY . .' SCOTT A. GURNEY r - - ASHRAE 0.4%HIGH TEMP: 37 r #PV-0117719-015866 1' s } ION DEVELOPER,LLC i ' '% .. ' 4 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)IN84604 _ °P ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 ""� - 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61646,IEC61730. i yi+; 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO DAVID STANLEY CONRAD - i ,� / ' LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C-ELECTRICAL CONTRACTOR `x C1524 ° ;Il i', 9ja " * 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL ,f,z BE PROVIDED AS PER SECTION[NEC 110.26]. : 1. # p ,roil { STRUCTURAL CRITERIA,NOTES *' .W CITY OF TIGARD DESIGN LOAD STANDARD: ASCE 7-16 Z 4< , • i WIND EXPOSURE CATEGORY: B REVIEWED FO CODE COMPLIANCE a >' WIND SPEED(3-SEC GUST): 96 MPH . ,.{ ,,... , . DESIGN ROOF SNOW LOADGROUND SNOW LOAD: 36- 26 PSF SF Approved: [ l O U - ` +all `'"'''+ SEISMIC DESIGN CATEGORY: D ODIC: ] I N ° ` - SEISMIC RISK FACTOR: II ' z O I () Permit#: S 17iOj—0OZ:€ t o 0 ^ Q Address: ) 10Z(� ,SVJ CJ p-c/l W cool 11\ .. 0 ^0. (7 D w Q Suite #: __I w a_ ,...!) O H co w By: Kra , Date: y y/ ; a z a, o 5 = w cn Lu � � CC G3' H CE m a In ITV Z o o Z o • rn Iyard and its w a o Q -05 w SCOPE OF WORK SHEET LIST a shall not be N o o v .13 so responsible for discrepancies DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET Which may appear herein. MICHAEL HONEY V-2 SITE PLAN (AD. LIB) - 5.6 KW DC & 4.06 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN �E� PROFFS DATE S-4 STRUCTURAL DETAILS '\ S S-5 STRUCTURAL CALCULATIONS & NOTES VALIDITY OF PERMIT , -cs,�G I N fF� �O� 07-MAR 2023 PV MODULES: (14) SILFAB SOLAR SIL 400 HC+ E 6 ELECTRICAL DETAILS (LINE DIAGRAM) THE ISSUANCE Of A PERMIT 98950P yr PROJECT ID INVERTER(S): (14) ENPHASE IQ8PLUS-72-2-US E-7 ELECTRICAL CALCULATIONS & NOTES ' BASED ON CONSTRUCTION // 009IJ4 E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) DOCUMENTS AND OTHER OREGON ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) E-9 ELECTRICAL LABELS & LOCATIONS DATA SHALL NOT PREVENT v `1. SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-10 ELECTRICAL DIRECTORY PLACARD (AD. LIB) THE CODE OFFICIAL FROM qN 11, 7. y COVER SHEET q REQUIRING THE CORRECT'ON 4 4N R00.5., 03/07/2023 OF ERRORS.ORSC 105.4 SHEET NUMBER REVISON EXPIRES:12/31/24 G-I 0 SITE NOTES: I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO ION 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 UTILITY METER IS LOCATED WITHIN OFT OF THE CONFIDENTIAL-THE INFORMATION 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 ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. I'-0" E + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + XABCEP 1 1 1 1 J. J. 1 J. 1 1 1 . . . . . . ] .- N CERTIFIED in 0 �'® �1JBO iil E] PV INSTALLATION PROFESSIONAL ❑ + rj.'6. I SCOTT A. GURNEY + I -O° rl #PV-01177I9-015866 RSI ++++ + 3 1-0" ION DEVELOPER,LLC ++++ ++ 4801 N UNIVERSITY AVE #900 PROVO, UT + + + + 84604 + + + + 888 781 7074 ❑ O + + + + + + + + + + + + + + DAVID STANLEY CONRAD + + + + + + 3'-O it + + + + + + MA) C-ELECTRICAL CONTRACTOR + + + + + + + C1524 + + + + - + + + + + + + + + + + + + + + + + + 0 + + + + + (E) + + 1 -y-+ + J-- + + + M ❑ + + + 9BOX ++++- (N) w z + + • C Q + + J + + - RS2 0 ++++. c + O 0 ++++- o = D + + Eg + + _ z o N o + + o N Q + + - o rn I— SS ++++. Z U O� c _I (n Q ++++ o f z c w h + + + + + +•+ + + a �p PROF I . z "ill o J 'D U + + + + + + O o 0 `t�,EZ SS - w w w 4� 9� L� (n w a_ 0 as FRONT OF HOME 9 950P w Q o Q vJi w OREGON (1) o = I-- O. o 11020 SOUTHWEST COTTONWOOD LANE qN " y DRAWING BY � F� 03/07/2023 MICHAEL HONEY qN RO�N� SCALE: 1/8" = I'-0" DATE a . —° �8 EXPIRES:12/31/24 07-MAR-2023 . ••— SYSTEM LEGEND (N) (N) PV COMBINER PANEL (N) O SUNEYE LOCATION SECTION QTY AZIMUTH PITCH TSRF 009IJ4 ROOF SECTION ROOF PV MODULE PROJECT ID C JBOX (N)JUNCTION BOX S/ CRITERIA AND (E) UTILITY METER / RSI 0 180 23 94% N (N)PV LOAD CENTER (N) (N)AC DISCONNECT FIRE SETBACK SPECIFICATIONS RS2 4 270 23 82% 0 MAIN SERVICE PANEL (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) SHEET NAME (E)AI (E) MAIN SERVICE PANEL ,P (N) PV PRODUCTION OC (N)MICROINVERTER 0 ROOF PLAN L i METER AC (N) PV MODULE SHEET NUMBER BENISON (E)SUB (E) SUBPANEL (N) (N)DC-DC / STRING DCD (N) DC DISCONNECT NVERTER S-3 0 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7 PV MODULE PV RACKING SPAN AREA TAG SPAN PV MOUNTING RAIL ION RACKING: ECOFASTEN CLICKFIT RAIL. -PORTRAIT-MODULE ORIENTATION t Id j RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. 19 1 1 1 PORTRAIT ! ir J�t ORIENTATION STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. NJ 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. SCALE: 3/8" - I'-0" I • CONFIDENTIAL-THE INFORMATION J I' © t J HEREIN CONTAINED SHALL NOT BE USED yMt LANDSCAPE FOR THE BENEFIT OF ANYONE EXCEPT ION STRUCTURAL RAIL -LANDSCAPE-MODULE ORIENTATION 19 W ORIENTATION DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. rJ Ildd DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: I/2"PLYWOOD X-CANTILEVER L-X2 16 IN. MAX. —L-X2— L-XI OTHERS OUTSIDE RECIPIENTS 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 RAFTER SIZE: 2x4 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SPACING: 24 PORTRAIT WRITTEN PERMISSION OF ION DEVELOPER, ORIENTATION LLC. ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 2722 P-Y2 XJABCEP TOTAL PV MODULE AREA(SQ. FT.) 298.2 PV MODULE ROOF COVERAGE II% L-Y2 CERTIFIED LANDSCAPE ,�: ORIENTATION PV INSTALLATION P YI �— � /PROFESSIONAL ��i •"�-LJ' /:....,. SCOTT A. GURNEY #PV-0117719-015866 PV ARRAY DETAIL, SIDE VIEW ION DEVELOPER,LLC SCALE: 3/8" = I'-O" � 4801 N UNIVERSITY AVE#900 PROVO,UT 888.781.707484604 0 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 Z Q J 0 PV MODULE o c Z o I < O r0 < I I— N J N IC2 U G a CLICKFIT RAIL z 0 cn J cn a o J I Z Q c w I- Q w 0 O - o U 6, CLICKFIT L-FOOT z 5 = w - 111111< � U) m < 0n O D O < = U as LL (n U LL 0_ C) O` ��� (E) COMP SHINGLE w Q o Q U) w i� ROOF MEMBRANE ~ N o o O <n o - in DRAWING BY COMP SHINGLE FLASHING 11111111 MICHAEL HONEY �D PROF 2z" MIN. ��,� FS DEPTH 5/16" ZINC PLATED STEEL ,.0 <,�0 I N fF�sip9 DATE 07 MAR 2023 LAG SCREW WITH 2-1/2" 9 950P MIN. EMBEDMENT IN TO (E) ROOF RAFTER PROJECT ID OREGON 009IJ4 O STANDOFF DETAIL q`qN 11 2on ' SHEET NAME SCALE: 3" = 1'-0" �4N ROw�c 03/07/2023 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 MODULE MANUFACTURER / TYPE SILFAB SOLAR SIL-400 HC+ JURISDICTION DEAD LOAD(PSF) RSI RS2 ION 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 1/2"PLYWOOD 1.7 1/2"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 HEREIN CONTAINED SHALL NOT BE USED RACKING TYPE RAIL WIND EXPOSURE CATEGORY B MANUFACTURED MANUFACTURED FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF)(PG) 36 WOOD TRUSS- TOP WOOD TRUSS - DEVELOPER,LLC NOR SHALL IT BE 5/16"X 3-1/2" ZINC PLATED STEEL LAG FRAMING CHORD 2X4 @ 24 IN. 1.0 TOP CHORD 2X4 @ 1.0 DISCLOSED IN WHOLE OR IN PART TO PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 O.C. -DF #2 @6 FT. 24 IN. O.C. -DF#2 OTHERS OUTSIDE RECIPIENTS 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) EQN. 7.4-I WRITTEN PERMISSION OF ION DEVELOPER, LLC. = Ps =(Cs)(0.7)(CE)(CT)(Is)(PG) TOTAL ROOF DEAD LOAD (PSF) PV SYSTEM STRUCTURAL SPECIFICATIONS EXPOSURE FACTOR(CE) = 1.0 TABLE 7.3-I ADJUSTED TO SLOPED ROOF (PSF) 7.3 7.3 NABCE\ STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE / FLAT ROOF THERMAL FACTOR(CT) = 1.0 TABLE 7.3-2 CERTIFIED MIN. ROOF SLOPE (DEG.) 23 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.3 3.3 MEAN ROOF HEIGHT (FT.) II SLOPE FACTOR (Cs)= 1.0 FIG. 7.4-I ROOF LIVE LOAD < ROOF SNOW LOAD(PSF) 26.0 26.0 PV INSTALLATION PORTRAIT ATT. SPACING (IN. O.C.) 48 Ps(PSF) = 26 OK TOTAL LOAD(PSF) 36.6 36.6 PROFESSIONAL LANDSCAPE ATT. SPACING (IN. O.C.) 48 . j. ,, SCOTT A. GURNEY # OF ATTACHMENT POINTS 33 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2-2x4 DF#2 -2x4 /'' #PV-0117 7 19-01 5 86 6 MAX. POINT LOAD (LBS /ATT.) 15.5 SECTION MODULUS (S)(IN"3) 3.06 3.06 ION DEVELOPER,LLC MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 15.5 MOMENT OF INERTIA(I)(IN"4) 5.36 5.36 4801 N UNIVERSITY AVE#900 PROVO,UT TOTAL LOAD ON MEMBER (W)(PLF) 73.2 73.2 84604 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) MAX. MEMBER SPAN (L)(FT) 6 6 888.781.7074 DESIGN WIND PRESSURE (PSF) =P =QH(GCP)(YE)(YA) EQN. 29.4-7 MODULUS OF ELASTICITY(E) (PSI) 1600000 1600000 DAVID STANLEY CONRAD VELOCITY PRESSURE (PSF) =OH =0.00256(KH)(KzT)(KD)(KE)(V"2) EQN. 26.10-I SHEAR (Fv)(PSI) 180 180 C-ELECTRICAL CONTRACTOR TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-1 ARRAY EDGE FACTOR (YE) = I TABLE 26.13-I AREA(A)(IN42) 5.25 5.25 C1524 TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 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) TOPOGRAPHIC FACTOR (KzT) = 1.0 EQN. 26.8-I OH (PSF) = 13.96 BENDING (Fs)(PSI) 900 900 WIND DIRECTIONALITY FACTOR (KO = 0.85 TABLE 26.6-1 LOAD DURATION FACTOR(CD) 1.15 1.15 SIZE FACTOR(CF) 1.50 1.50 Lu UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 Z GABLE ROOF 20° < 0 527° ZONE I ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS (PSI) 1785.4 1785.4 Q J 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(VA) = 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS(PSI) _ (wV2)/(8(S)) 1290.6 1290.6 O U v7 EXTERNAL PRESSURE COEFF. (GCP) = -1.5 -2.5 -3.6 0.7 O _ 72% OK 72% OK ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 Z o N U TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED H r� 1 Q' MAX. UPLIFT (0.6D+0.6P)(LBS) _ -103.5 -187.6 -210.1 ALLOWABLE DEFLECTION L / 180 L / 180 I- (•1 J U) I- U 0.400 IN. 0.400 IN. Z OU CT J Q 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) 0 _II- z < c 1 j SOLAR PANEL PRESSURE EQ. FACTOR (VA) = 0.80 0.80 0.80 0.80 0.103 IN. 0.103 IN. F- Q UJ 0 J 2 ,0 0 EXTERNAL PRESSURE COEFF. (GCP) = -1.5 -2.5 -3.6 0.7 26% OK 26% OK Q Z z U` LLJ O ASD PRESSURE (0.6P)(PSF) _ -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK -LIVE LOAD �' 0 2 tY COQ TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.100 ALLOWABLE DEFLECTION L / 240 L/ 240 (/) in 0 O EL 0 0' MAX. UPLIFT (0.6D+0.6P)(LBS) _ -56.1 -101.6 -113.8 0.3 IN. 0.3 IN. Z Ct (/) J Z ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(I) (W)(L)"4/ 185(E)(I) DJ U O Q (7) LLI ROOF ATTACHMENT FASTENER CHECK NDS 12.2 0.086 IN. 0.086 IN. ~ U7 o U CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED N O = H �Cj - STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 29% OK 29% OK DRAWING BY LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = I800(G"3/2)(D"3/4) 12.2.1 MAX SHEAR CHECK MICHAEL HONEY 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) FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE I2.3.3A E� pROF 945 LBS. 945 LBS. DATE FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 ACTUAL MAX SHEAR .`N,� FS's (w)(L)/2 (w)(L)/2 WITHDRAWAL DESIGN VALUE(W)(LBS / IN.) = 266.0 / 07-MAR-2023 �� ��G I N F�(.� py zzo LBS. 220 LBS. LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 23% MAX. ATT. WITHDRAWAL CAPACITY(LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND(LBS) OK 9 950P 9. OK 23% OK PROJECT ID 0091J4 OREG N SHEET NAME �4N /1 20�R" STRUCTURAL CALCS glgN R0`N\3`y 03/07/2023 SHEET NUMBER REVISON EXPIRES:12/31/24 S-5 0 CONDUCTOR AND RACEWAY SCHEDULE TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG QTY SIZE-# TYPE DESIGNATOR I/V TAG OTT SIZE-# TYPE DESIGNATOR I/V TAG CITY SIZE-# TYPE DESIGNATOR I/V 10 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 16.94 A AC(MAX) 3 (2) 10 AWG THHN/THWN-2,CU. BLACK(L1) 12.1 A AC(MAX) 2 (1) 10 AWG 2C,NM-B WIG,CU. (L1,L2,EGC) 12.1 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,CU. (L1,L2) 12.1 A AC(MAX) (1) 10 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 (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) 3/4 IN. EMT OR FREE AIR (RACEWAY) ION (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/4 IN. EMT (RACEWAY) (1) 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 (14)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 (E)UTILITY METER LOAD-SIDE SOURCE CONNECTION (N)JUNCTION BOX (I4)ENPHASE IQ8PLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE 120/240V AC,60HZ, (E)225A 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) (OPTIONAL-FOR UL 17LI LISTED WRITTEN PERMISSION OF ION DEVELOPER, CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. , ^ SECONDARY POWER (N)20A/2P - (I) i- `2 SOURCE(PV OCPD)TO : : .e ; — CIRCUIT 1 (E)200A/2P BE LOCATED AT ��© OF 10 ���14 �. XABCEP OPPOSITE END OF INTEGRATED ^ —amp—Fcc MODULES CERTIFIED BUSBAR FROM PRIMARY �/ ° SOURCE(MAIN OCPD) I5A/2P MAX C -ON\0 (E)LOADS (NEC 705.12) TO 10 ENVOY ® GATEWAY PV INSTALLATION °'�� I (N)JUNCTION BOX 0 PROFESSIONAL S- I SCOTT A. GURNEY (N)25A/2P (N)15A/2P (1) �' #PV-0117719-015866 ,2 _- - • �z n " \,�\.\- _ CIRCUIT �� ION DEVELOPER,LLC N IN `� M DULES �■•L� 4801 N UNIVERSITY AVE#900 PROVO, UT v _ li � C � �� I 1 84604 UNDERGROUND E �I 888.781.7074 G SERVICE LATERAL 0 DAVID STANLEY CONRAD Gib 0 0 C-ELECTRICAL CONTRACTOR C1524 (E)GROUNDING ELECTRODE SYSTEM W Z Q J 0 O U D = I Z CDN Q O KO - N- I I— II— N J (n H 0 .. OU � (n J O Q UJ ELECTRICAL LINE DIAGRAM NOTES Q Z w o o - .00 ct O 1 0 00 Q L() O D O a = 0 o, li CA O — CL 0 Cr cn CDO 4 $ Ti) O = F- Z `. di DRAWING BY MICHAEL HONEY DATE 07-MAR-2023 PROJECT ID 009IJ4 SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: IL. X 298 W = 4.172 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) ION STATE OREGON MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.1 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.1 A AC 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)(1)(W/OUT CORRECTION FACTORS) DESIGNED MAX. SYSTEM VDROP / VRISE 4.00% MAX INVERTER OUTPUT CURRENT X125%=15.0 A AC MAX INVERTER OUTPUT CURRENT X125%=15.0 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 RATED POWER (PMAX)(W) 400 AMB. TEMP. AMP. CORRECTION = 0.91 DEVELOPER,LLC NOR SHALL IT BE 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 = 0.8 OTHERS OUTSIDE RECIPIENTS MAXIMUM POWER CURRENT (IMP) 11.1 ADJUSTED CONDUCTOR AMPACITY (A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 21.12 A AC ORGANIZATION,EXCEPT IN CONNECTION OPEN CIRCUIT VOLTAGE (VOC) 43.02 WITH THE SALE AND USE OF THE SHORT RESPECTIVE EQUIPMENT,WITHOUT THE CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(1)OR(B)(2) = 15.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 15.0 < 21.1 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 > 15.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 15.0 OK SERIES FUSE RATING 20 ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/4IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT NABCEP CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.142IN.2 (IN."2) = 0.1061N."2 CERTIFIED CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N.2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.5331N."2 PV INSTALLATION 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% > 20% OK PROFESSIONAL TYPE MICROINVERTER MAX. OR RECOMMENDED MODULE POWER(W) 440 JUNCTION BOX TO JUNCTION BOX(2) COMBINER BOX TO MAIN PV OCPD (10) . .../y SCOTT A. GURNEY #PV-0I17719-015866 MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 12.1 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 16.9 A AC 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. ION DEVELOPER,LLC 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%=15.0 A AC CURRENT X125% =21.0 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 CIR 2 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 10 4 ADJUSTED CONDUCTOR AMPACITY(A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 30.8 A AC DC POWER RATING PER CIRCUIT(STC)(W DC) 4000 1600 TOTAL MODULE QUANTITY 14 PV MODULES LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 15.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 21.0 < 30.8 Z STC DC POWER RATING OF ARRAY 5600W DC (B)(I)-W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS Q INVERTER OUTPUT CIRCUIT CURRENT(A AC) 12.1 4.84 LARGER AMPACITY COMPLIANCE = 30.0 > 15.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 21.0 OK 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.13 6.05 0 U CIRCUIT OCPD RATING (A) 20 15 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT O = 16.94A CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA Z O N U COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN."2) = 0.084IN."2 O J n a PV POWER PRODUCTION SYSTEM OCPD RATINGr�N -I1 U (X125%) 25A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 0 n w Q MAX. ARRAY STC-AC POWER(W) 4060W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 16% OK Z U Os _J ARRAY CEC AC POWER (W) 4995W AC (CEC) IX Ci_ MAX. A U I .O I- Q w 6 < 0 soU 0 AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE O OO O CO Q in VRISE SEC. I (MICRO TO JBOX)* 28.8 12 Cu. 1.4 241.4 0.58% CC VRISE SEC. 2 (JBOX TO COMBINER BOX) 80 10 Cu. 2.3 242.3 0.97% _ �j O L_ Cn O Li_ CL p ON VRISE SEC. 3 (COMBINER BOX TO POI) 25 10 Cu. 1.0 241.0 0.42% Z ct Cl) 0 (n W TOTAL VRISE 4.7 244.7 1.97% OK LU U < CV * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. 1- Cl) C. O (n O - H • In DRAWING BY MICHAEL HONEY DATE 07-MAR-2023 PROJECT ID 0091J4 SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS PHOTOVOLTAIC SYSTEM A AT EACH PV SYSTEM DISCONNECTING MEANS. f SIGN LOCATED ON OR NO MORE THAN 3 [NEC 690.54, NEC 690.13(B)] RAPID `.HUZ DC'`,".�N F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT A :;A ,E.I ror DISCONNECT SWITCH [NEC 690.56(C)]. I 0 N RATED AC OUTPUT CURRENT I6.9A SC%_AR 'V ^ TXS -M NOMINAL OPERATING AC VOLTAGE 240 V SOLAR PV SYSTEM EQUIPPED G FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION BE LOCATED AT EACH SERVICE HEREIN CONTAINED SHALL NOT BE USED FOR PV DISCONNECTING MEANS WHERE ALL WITH RAPID SHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION WARNING 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. SMMrCHTOTHE AIL690.56(C)] OTHERS OUTSIDE RECIPIENTS 'OcP POSITION TO � c TERMINALS ON THE LINE AND [NEC 690.13(B), NEC 705.22] SHUT DOWNPVSYSTEM w na: ORGANIZATION,EXCEPT IN CONNECTION ANDREIXICE WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SHOO(HAZARD n RESPECTIVE EQUIPMENT,WITHOUT THE .., . IN THE OPEN POSITION .--IN THE ARRAY WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT f� PERMANENT DIRECTORY TO BE LOCATED �/ARNING I /!\WARNING C DEVICES IN CIRCUTS SUPPLYING POWER TO A ■ ] AT MAIN SERVICE EQUIPMENT DENOTING NABCEP BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TO THIS BUILDING IS ALSO SUPPLIED THE LOCATION OF THE PV RAPID DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROM A ROOF MOUNTED SOLAR ARRAY. SHUTDOWN SYSTEM DISCONNECTING CERTIFIED MEANS IF SOLAR ARRAY RAPID SHUT SOURCES:UTILITY GRID AND SOLAR ARRAY RAPID SHUTDOWN DISCONNECT DOWN DISCONNECT SWITCH IS NOT PV INSTALLATION PV SOLAR ELECTRIC SYSTEM ISLOCATED GROUPED AND WITHIN LINE OF SITE OF PROFESSIONAL MAIN SERVICE DISCONNECTING MEANS. .�/� SCOTT A. GURNEY [NEC 705.10, NEC 690 56(C)(f)] #PV-0117719-015866 b PLACED ADJACENT TO PV SYSTEM PLUG-IN WARNING DION DEVELOPER,LLC Y AVE#900 PROVO,UT 4801 N UNIVERSITY BREAKER TO A BUSBAR FOR A LOAD 84604 SIDE CONNECTION. [NEC 705.12(B)(3)(2)] I gWARNING I PERMANENT DIRECTORY TO BE LOCATED POWER SOURCE AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 OUTPUT CONNECTION POWER TO THIS BUILDING IS ALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS SUPPLIED FROM MAIN DISTRIBUTION THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE SOLAR ARRAY RAPID SHUT DOWN C-ELECTRICAL CONTRACTOR UTILITY DISCONNECT LOCATED DISCONNECT SWITCH IS NOT GROUPED C1524 AND WITHIN LINE OF SITE OF MAIN SERVICE DISCONNECTING MEANS. [NEC 705.10] IJ) El UJ IAI © 161 n IC, (E)UTILITY METER I q 120/240V AC, 60HZ, u n n O U V) SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX _ C. N U =13..w"" AMMO �•u••w p p h. Q u .> c ..�_ I— N �' 1 U LZ �YfC1Rlµ16 &WAR 4B Oft sea (n J N Q 0 thwARtapia ''lSG F— Q w p J C� '0 U O - p z 5 = W CO PV SYSTEM O H CO < in DISCONNECT(S)TOCD (/) 0 Os 0 O LL 0- a (N)PV BREAKER PV INVERTER Cis Z CC V) cr J Z OUTPUT CIRCUIT(S) W Q p Q (n W �fjl�� /� _{ N V j; N2 ® OHO ~ (/) p V o b (J) O = H v- Lc) EGG DRAWING BY ® I MICHAEL HONEY DATE 1 NI L21 07-MAR-2023 PROJECT ID 0091J4 ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-20II 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 e" (3MM). SHEET NUMBER REVISON E-9 0