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Plans w R AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS ' `ECizr !` ED GOVERNING CODES 23 { -� �� .�" I. ALL WORK SHALL COMPLY WITH: t, — -- - - -_ #" - •0. - -" """ - - 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) y <. a"_`'. •e -:: = 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) B IU 1 U I ON a ' - w,? -'' �, 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) s '' ' ' 2018 INTERNATIONAL FIRE CODE(IFC) # i 3D ,, "`- 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 DEVELOPER,LLC NOR SHALL IT BE - ,- -. `0 [� 4 SITE CLASSIFICATION NOTES,OSHA REGULATION DISCLOSED IN WHOLE OR IN PART TO _� Approved pansOTHERS s .y. s OCCUPANCY CLASS: SFR 1#..y ORGANIZATION,UEXCEPT IN TSIDE RECIPIENTS ! CONSTRUCTION CLASS: V-B e hail be on job s:�°�.. S WITH THE SALE AND USE OF THE art ZONING TYPE: RESIDENTIAL RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, LLC. I Y _ s' Y 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 ,Q 1 - a , ONTO NEARBY PROPERTIES OR ROADWAYS. "„' ----�r t—ine,he: ` 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 ' p. 3111.3.5.3 ITEM 3.2 I. Nr :CEP- Q ELECTRICAL CRITERIA,NOTES 0 3 +¢ _ ": TEMPERATURE SOURCE: ASHRAE g '] V * WEATHER STATION: PORTLAND HILLSBOROwP AL1AflON�, EXTREME MIN. TEMPERATURE: -89pp�7Aq� j.I K ASHRAE 0.4%HIGH TEMP: 37 OFFICF COPY D7.}1725 / I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. ION DEVELOPER,LLC -m 0 4801 N UNIVERSITY AVE#900 PROVO,UT • *-�:' J ` P _� - Pt 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 84604 . # °u^ '.t ;, ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL.'2,1 888.781.7074 " ' ' 0 0 0 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL703, EC61646, IEC61730. € DAVID STANLEY CONRAD *E �. _ 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO , F` k'.^� . ..'; fi. i.,; LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C-ELECTRICAL CONTRACTOR " `" - - _ _ - 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL ' `� € - ) BE PROVIDED AS PER SECTION(NEC 110.26].T .; s CITY OF TIGARD x IN STRUCTURAL CRITERIA,NOTES -EVIL��'ED �.'()t CODE COMPLIANCE NCE ' 7 _. ., _. _,.. DESIGN LOAD STANDARD: ASCE 7-I6 Approved: [ 1 - w ,' '� e � WIND EXPOSURE CATEGORY: B p y= t I � `"' _ _ WIND SPEED(3-SEC GUST): 96 MPH o'rc: a�.,,,a,- ,--:"- ,p weraviperres Nu GROUND SNOW LOAD: 36 PSF [ I W + "� "' t -fit € 'itwj ( 13- '4 ' '; - DESIGN ROOF SNOW LOAD: 26 PSF Lu i ,fix . ,,gv.,�...,, -.. >�: { # -Fy S] p,, - - 11 1n t SEISMIC DESIGN CATEGORY: D a_CY1Y1€t : S(7 j�'1 ��� Li ( s t[�� ate 3j1 'ifit ; #, a # - .- _ SEISMIC RISK FACTOR: II 9� ���i� W ^ Q Address: Suite : Z m N J N H U { By: Date: 3/Z,e)/2.:3 zz H Q °� 4 cn z J Yw a I— W W — I� U k LL a O O O W ft SCOPE OF WORK SHEET LIST LIELITY 0~ ; ; N The City of Tigard arid its 0 as t- o INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-1 COVER SHEET enipi r ;'. shn1`,= r Lie DRAWING BY S-3 ROOF PLAN r`e , . 1 s; t' r r= IAN FAHL 9.2 KW DC & 6.67 KW AC PHOTOVOLTAIC SOLAR ARRAY S 4 STRUCTURAL DETAILS (?. ;r' , ., s.. _. + _ ��p PROF S 5 STRUCTURAL CALCULATIONS & NOTES \.`�, G N£ FSS% DATE 09-MAR-2023 PV MODULES: (23) SILFAB SOLAR SIL-400 HC+ E-6 ELECTRICAL DETAILS (LINE DIAGRAM) -.p ti E-7 ELECTRICAL CALCULATIONS & NOTES VALIDITY OF PERMIT -� 9 950P r" PROJECT ID INVERTER(S): (23) ENPHASE IQ8PLUS-72-2-US E-9 ELECTRICAL LABELS & LOCATIONS THE ISSUANCE OF A PERMIT ( 0098YA ROOF TYPE: COMPOSITION SHINGLE I LAYER(S) BASED ON CONSTRUCTION OREGON DOCUMENTS AND OTHER ✓ SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT DATA SHALL NOT PREVENT "St 4N 111 V' 'l COVER SHEET THE CODE OFFICIAL FROM �4N ROw\'' 03/09/2023 REQUIRING THE CORRECT'ON SHEET NUMBER REVISON OF ERRORS. ORSC 105.4 EXPIRES:12/31/24 G-I 0 SITE NOTES: 9960 SOUTHWEST KABLE STREET I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE FRONT OF HOME 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 + + +'+ zc� FOR ANY METER UPGRADES, ENSURE THAT THE ++++++ +X+++++++4+ UTILITY METER IS LOCATED WITHIN IOFT OF THE + + + + + + ++++++ ^o FRONT/STREET-SIDE OF THE HOUSE. PLEASE ADD A + + „ ^o z o CONFIDENTIAL-THE INFORMATION + + + vm vQ HEREIN CONTAINED SHALL NOT BE USED LABEL SHOWING THE DISTANCE FROM THE FRONT ` + + 3'-2" FOR THE BENEFIT OF ANYONE EXCEPT ION �` — 1+++-+ ,.,Z DEVELOPER,LLC NOR SHALL IT BE CORNER OF THE HOUSE. +++-+ 1111 vQ DISCLOSED IN WHOLE OR IN PART TO RS3 ® •+ + + g OTHERS OUTSIDE RECIPIENTS +++ +❑ ORGANIZATION,EXCEPT IN CONNECTION ^ WITH THE SALE AND USE OF THE ^X +++q+ III 0 L.41 RESPECTIVE EQUIPMENT,WITHOUT THE O + - WRITTEN PERMISSION OF ION DEVELOPER, ® +++++ ❑ vmLLC. Z + + + F + - HEAT A'AMMAN\ VENT +�+++ ++++-+ I RSI N . :CEP' + A•n+ + + + + + + - + �+�I.Y f +-+ Cl wM$TNU7gN `t`` + + SmfTAQJRNEY 0 + + + 0w-0117719-01556 = EXP.347-2025 + + ION DEVELOPER,LLC + + 0 4801 N UNIVERSITY AVE#900 PROVO, UT + + 84604 + + 888.781 7074 + 4 ram- 4 1-0" 0 DAVID STANLEY CONRAD '_0' + C-ELECTRICAL CONTRACTOR } C1524 O l 0 1 + + ± + + + + + + + + + + + + + + + + + + + + + + + + + + + W + + + + W U 0 1. + + • + + + + + + CO _CD N •F. + + CO + + i'e ie + + CDU f + + + + W ^ Y. + + + + J N h U F++++ // ++++ RS2 • O < I� CO J (n Q f++++ I E \NJ ++++ Z cn �` cK ++ JBOXI '� I ++++ o z a w + + + + F- W W O p n U + + + + + + + r r rT �`++++f3'-0" ����pPROFFS z 0 = W N , Y + + + + + + + + +, +4,t + + + + ,. + + + + INf s>O CO = p + + f3'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C� C�G F .y o o o Q � c� o � � � - Y + + 3 _0" J. J. �v P J oN + + + + � • + + + + .1- + + + + + 9 950P Z 1- o < N w � °°� J. 4'-3" —� I H. rn i i N OREGON 0 rn Ir- 1/ DRAWING BY y�4N 11, 2G�"�y 03/09/2023 IAN FAHL SCALE: 1/8" = I'-0" 4 ' \, 0 .2 _4 �8 6 CHIMNEY EXPIRES:12/31/24 DATE 09-MAR-2023 SYSTEM LEGEND (N) (N)PV COMBINER PANEL d(N) (N)JUNCTION BOX O ROOF SECTION ROOF PV MODULE PROJECT ID SUNEYE LOCATION SECTION OTY AZIMUTH PITCH TSRF (E) UTILITY METER / CRITERIA AND 0098YA (N)PV LOAD CENTER (N) (N)AC DISCONNECT RSI 6 181 27 94% i MAIN SERVICE PANEL LC ACD FIRE SETBACK SPECIFICATIONS RS2 13 271 29 81% SHEET NAME L. (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) 1'.'.'1 (E) 0 AI (E) MAIN SERVICE PANEL �(N)' (N)PV PRODUCTION pC RS3 4 91 29 80% L Vi METER AC (N)MICROINVERTER ROOF PLAN (N)PV MODULE (E) (E) SUBPANEL (N) (N)DC-DC / STRING (N) NVERTER DCD (N)DC DISCONNECT SHEET NUMBER REVISON S-3 0 sus RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA 7 PV MODULE PV RACKING SPAN AREA TAG SPAN RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION J PV MOUNTING RAILION RACKING TYPE: RAIL X-SPACING P-XI 48 IN, O.C. MAX. 1- 1 / 1 1n PORTRAIT STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 6 IN, MAX. M +� ORIENTATION CI STANDOFF TYPE: L-FOOT E FLASHING Y-SPACING P-YI 41.3 IN. MIN. -45.3 IN. MAX. 19 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' °" I t CONFIDENTIAL-THE INFORMATION STRUCTURAL L j-- __ __ _ J LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED RAIL -LANDSCAPE-MODULE ORIENTATION ` a - - __ - - - -- ORIENTATION FOR THE BENEFIT OF ANYONE EXCEPT ION ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. Ir 15111 DEVELOPER,LLC NOR SHALL IT BE ROOF SHEATHING TYPE: LUMBER AND PLYWOOD DISCLOSED IN WHOLE OR IN PART TO L-X2 6 IN. MAX. --L-X2 L-XI OTHERS OUTSIDE RECIPIENTS X-CANTILEVER STRUCTURE TYPE: MANUFACTURED WOOD TRUSS Y-SPACING L-YI 21.1 IN. MIN. -25.1 IN. MAX. ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RAFTER SIZE: 2x4 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. RAFTER SPACING: 2(, PORTRAIT RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, ARRAY PARAMETERSO ORIENTATION LLC. TOTAL ROOF AREAE T.) 2211 �,���� TOTAL PV MODULE AREA(SQ. FT.) 489.9 ;...,` PV MODULE ROOF COVERAGE 22% A _____ ___ L-Y2 N :CEP ~ A , __ ORI......1„,_„,,. ENTATIE ON • / P Y I wwSTNunaN •-,-. samrwaJRt Y maims mses � ao.}v-mxs PV ARRAY DETAIL, SIDE VIEW �, ION DEVELOPER, LLC SCALE: 3/8" = I'-0" _ •® 4801 N UNIVERSITY AVE#900 PROVO,UT 84604 888.781.7074 -: 111— L-YI DAVID STANLEY CONRAD 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. I— PV MODULE w + N C.) I— (i)ct _ O N O U N J ^ Z m N J I— U G a CLICKFIT RAIL o < o J N Q H W w Zp JO - U - CLICKFIT L-FOOT o = W (nsp U O U = U O Ll_Z O J N �_� (E) COMP SHINGLE z wCr v) w cd ROOF MEMBRANE o~ C) N O o (Ds F- N N rn COMP SHINGLE FLASHING DRAWING BY 2Z" MIN. ��t�E.D PROFESS IAN FAHL DEPTH 5/16" ZINC PLATED STEEL �V�`' ��G N£F�, /�.y DATE G 1 LAG SCREW WITH 2-1/2" 9 950P r 09 MAR 2023 MIN. EMBEDMENT IN TO / (E) ROOF RAFTER PROJECT ID 0098YA OREGON OA STANDOFF DETAIL JqN ��� 2p'L�' SCALE: 3" = I'-0" q�q �F,y 03/09/2023 SHEET NAME N R0`N 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+ DEAD LOAD(PSF) RSI RS2 SOLAR MODULE WEIGHT (LBS) 47 JURISDICTION ION 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 LUMBER AND LUMBER AND ADOPTED LOAD STANDARD ASCE 7-16 SHEATHING PLYWOOD 4 PLYWOOD 4 SOLAR MODULE AREA(SQ. FT) 21.3 OCCUPANCY /RISK CATEGORY II PV RACKING (3-SEC GUST)) 96 BASIC WIND SPEED(MPH CONFIDENTIAL-THE INFORMATION ECOFASTEN CLICKFIT HEREIN CONTAINED SHALL NOT BE USED PV RACKING TYPE RAIL WIND EXPOSURE CATEGORY B FOR THE BENEFIT OF ANYONE EXCEPT ION PV ROOF ATTACHMENT CLICKFIT L-FOOT GROUND SNOW LOAD (PSF)(PG) 36 MANUFACTURED MANUFACTURED DEVELOPER,LLC NOR SHALL IT BE WOOD TRUSS- TOP WOOD TRUSS- DISCLOSED IN WHOLE OR IN PART TO 5/16"X 3-1/2"ZINC PLATED STEEL LAG FRAMING CHORD 2X4 @ 24 IN. 1.0 TOP CHORD 2X4 @ 1.0 OTHERS OUTSIDE RECIPIENTS PV ROOF ATTACHMENT FASTENER SCREW BASE ELEVATION (FT) 153 RACKING DEAD LOAD (PSF) O.C. -DF #2 @6 FT. 24 IN. O.C. DF#2 ORGANIZATION,EXCEPT IN CONNECTION 0.8 MAX SPAN @6 FT. MAX SPAN 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 WRITTEN PERMISSION OF ION DEVELOPER, SLOPED ROOF SNOW LOAD (PSF) EQN. 7.4-I LLC. = Ps = (CS)(0.7)(CE)(Cr)(Is)(PG) TOTAL ROOF DEAD LOAD (PSF) '/4\� PV SYSTEM STRUCTURAL SPECIFICATIONS 9.0 9.0 �,,,,� EXPOSURE FACTOR(CE) = 1.0 TABLE 7.3-1 ADJUSTED TO SLOPED ROOF (PSF) 10.2 10.4 STRUCTURE TYPE -ROOF SHAPE INHABITED -GABLE /FLAT ROOF THERMAL FACTOR (CT) = 1.0 TABLE 7.3-2 -_'N . :CEP' MIN. ROOF SLOPE (DEG.) 27 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.4 L MEAN ROOF HEIGHT (FT.) 3.5 -i II SLOPE FACTOR(Cs) = 1.0 FIG. 7.4-1 ROOF LIVE LOAD < ROOF SNOW LOAD(PSF) 26.0 26.0 PORTRAIT ATT. SPACING (IN. O.C.) 48 PS (PSF) = 26 OK TOTAL LOAD (PSF) PV INSTALLATION LANDSCAPE ATT. SPACING (IN. O.C.) 39.6 39.8 saorr 17-2 5 48 IPVO11T719415$6 # OF ATTACHMENT POINTS 59 Do.}n-102S RAFTER/ TOP CHORD MEMBER PROPERITES DF#2 -2x4 DF#2 -2x4 MAX. POINT LOAD (LBS /ATT.) 14.3 SECTION MODULUS (S)(IN43) ION DEVELOPER,LLC MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 14.3 3.06 3.06 4801 N UNIVERSITY AVE#900 PROVO,UT MOMENT OF INERTIA(1)(IN"4) 5.36 5.36 84604 TOTAL LOAD ON MEMBER (W) (PLF) 79.2 79.6 888.781.7074 DESIGN WIND PRESSURE AND CONNECTION UPLIFT CALCULATIONS ASCE 7-16 (C&C) MAX. MEMBER SPAN (L) (FT)DESIGN WIND PRESSURE (PSF) =P =OH(GCP)(YE)(YA) 6 6 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) C-ELECTRICAL CONTRACTOR 18TERRAIN EXPO. CONSTANT (A) = 7 TABLE 26.11-1 ARRAY EDGE FACTOR(YE) = I TABLE 26.13-1 AREA(A)(IN"2) 5.25 I.2 CI524 TERRAIN EXPO. CONSTANT (ZG)(FT) = 1200 TABLE 26.11-I GROUND ELEVATION FACTOR (KE) = 0.99 FIG. 29.4-8 55 VP EXPOSURE COEFF.(KH) = 0.70 EQN. C26.10-I EQN. 26.10-1 MAX BENDING STRESS CHECK (Fa)(CD)(CF)(CR) (FB)(CD)(CF)(CR) TOPOGRAPHIC FACTOR(Kzr) = 1.0 EQN. 26.8-I OH (PSF) = 13.96 BENDING (Fe)(PSI) 900 900 WIND DIRECTIONALITY FACTOR (KO = 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 20° < 0 527° ZONE 1 ZONE 2R ZONE 2E ALL ZONES FIGURE 30.3-2C ALLOWABLE BENDING STRESS (PSI) 1785.4 1785.4 I- + 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) = U 0.80 0.80 0.80 0.80 ACTUAL BENDING STRESS (PSI) = (wL"2)/(8(S)) 1396.0 1404.4 E _ Di EXTERNAL PRESSURE COEFF. (GCP) = -1.5 -2.5 -3.6 0.7 78% OK 79% OK N N ASD PRESSURE (0.6P)(PSF) = N U -10.05 -16.75 24.12 13.03 W n Q TRIBUTARY AREA(SQ. FT) = 12.6 12.6 9.4 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED z 00 N _ID U MAX. UPLIFT (0.6D+0.6P) (LBS) = -103.5 -187.6 -210.1 ALLOWABLE DEFLECTION L / 180 L / 180 0 Y J N Q 0.400 IN. 0.400 IN. ZO I- f- Q co 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) W LU O J O U SOLAR PANEL PRESSURE EQ. FACTOR(YA) = 0.80 0.80 0.80 0.80 0.112 IN. 0.112 IN. QO -EXTERNAL PRESSURE COEFF. (GCP) = m0 ? 0 W '0 -1.5 -2.5 -3.6 0.7 28% OK 28% OK Z = W m N ASD PRESSURE (0.6P)(PSF) = -10.05 -16.75 -24.12 13.03 MAX DEFLECTION CHECK -LIVE LOAD O Z D O Q = U o TRIBUTARY AREA(SQ. FT) = 6.80 6.80 5.10 LL ALLOWABLE DEFLECTION L/ 240 L/240 z W p _I Z O N M MAX. UPLIFT (0.6D+0.6P)(LBS) = -56.1 101.E -113.8 _ W • 0.3 IN. 0.3 IN. f- O Ct Os ROOF ATTACHMENT FASTENER CHECK ACTUAL MAX DEFLECTION (W)(L)"4 / 185(E)(1) (W)(L)"4/ 185(E)(I) IW- 0 R. riD N CLICKFIT L-FOOT-5/16"X 3-1/2"ZINC PLATED NDS 12.2 0.095 IN. 0.096 IN. ( O Cr H- N O STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS DRAWING BY LAG SCREW WITHDRAWAL DESIGN VALUE (LBS) =W = 1800(G"3/2)(D"3/4) 32% OK 32% OK IAN FAHL 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) FASTENER QTY PER ATTACHMENT = I LOAD DURATION FACTOR (CD) = 1.6 TABLE 12.3.3A ED PROF DATE FASTENER EMBEDMENT DEPTH (IN.) = 2.5 945 LBS. 945 LBS. PRYING COEFFICIENT = 1.4 �����G.N f,.. vL ACTUAL MAX SHEAR (W)(L)/2 (w)(L)/2 09 MAR 2023 WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.) = 266.0 1 LAG SCREW WITHDRAWL CAPACITY(LBS) = 760.0 y 238 LBS. 239 LBS. -` 9 950P r- 25% OK 25% OK PROJECT ID MAX. ATT. WITHDRAWAL CAPACITY (LBS) = 359.6 > 210.1 MAX UPLIFT DEMAND(LBS) OK 0098YA OREGON SHEET NAME q�qN 11, 2��'cy 03/09/2023 STRUCTURAL CALCS 4N RO`N\- SHEET NUMBER REVISON I EXPIRES:12/31/24 S-5 0 1 , CONDUCTOR AND RACEWAY SCHEDULE TAG QTY SIZE-R TYPE DESIGNATOR I/V TAG QTY SIZE-8 TYPE DESIGNATOR I/V TAG QTY SIZE-N TYPE DESIGNATOR I/V TAG QTY SIZE-U TYPE DESIGNATOR I/V 10 (1) 8 AWG THHN/THWN-2,CU. BLACK(L1) 27.83 A AC(MAX) 3 (2) 10 AWG THHN/THWN-2,CU. BLACK(L1) 15.73 A AC(MAX) 2 (1) 10 AWG THHN/THWN-2,CU. BLACK(L1) 15.73 A AC(MAX) 1 (1) 12 AWG 2C,TC-ER,CU. (L1,L2) 15.73 A AC(MAX) (1) 8 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (2) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (1) 10 AWG THHN/THWN-2,CU. RED(L2) 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) 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) 3/4IN. EMT (RACEWAY) (1) 3/41N. EMT RACEWAY (1) 3/4 IN. EMT (RACEWAY) EXTERIOR EXTERIOR EXTERIOR EXTERIOR 11 (1) 6AWG THHN/THWN,CU. BLACK(L1) 27.83 A AC(MAX) (1) 6 AWG THHN/THWN,CU. RED(L2) 240 V AC (1) 6 AWG THHN/THWN,CU. WHITEN) (1) 6AWG 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 ELECTRICAL LINE DIAGRAM (23)SILFAB SOLAR SIL-400 HC+PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION (E)UTILITY METER SUPPLY-SIDE SOURCE CONNECTION (23)ENPHASE 108PLUS-72-2-US MICROINVERTER(S)[240V] WITH THE SALE AND USE OF THE 120/240V AC,60HZ, (E)I50A MAIN SERVICE PANEL MAIN SERVICE PANEL SERVICE ENTRANCE (N)ENPHASE IQ COMBINER 4 (N)JUNCTION BOX RESPECTIVE EQUIPMENT,WITHOUT THE SINGLE PHASE (OPTIONAL PTIONAL-FOR UL 1741 LISTED WRITTEN PERMISSION OF ION DEVELOPER, (E)150A/2P MAIN DISCONNECT CONDUCTOR TAP(NEC 230.82,NEC 705,NEC 230.46) (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. (N)PV AC DISCONNECT (N)20A/2P - (I) cz 60A,240V,2P,FUSED c� Lz A c' A �� A i CIRCUIT //►��-- LOCKABLE,VISIBLE OPEN ----a D Lz Lz ' \ OF 13 ����� /���-‘ L P SERVICE RATED J —®—eccIMODULES INTEGRATED 10 ® 15A/2P MAX _ •TO 10 ENVOY _° GATEWAY I1 0 10 - (A_ 2 (N)40A a--- O (N)JUNCTION BOX 0 a �aDy FUSES IPVfi11M9015eB (E)LOADS ^ c, - (N)20A/2P - (I) E)7.b17.2075 I 1- Lz " . " A c' r' ' CIRCUIT .► ION DEVELOPER,LLC m I •c NOF 104801 N UNIVERSITY AVE#900 PROVO,UT III \bj1 �— eccMODULES 84604 888.781.7074 UNDERGROUND SERVICE LATERAL II 10 spc1Cegs,ecE cI N Lz (N)GEC PERMITTED TO 3 C—ELECTRICAL CONTRACTOR LEGRUN SEPARATELY C1524 I OUTSIDE RACEWAY IF SOLID BARE AND NOT EXPOSED TO PHYSICAL (E)GROUNDING DAMAGE. ELECTRODE [NEC 250.64(B)] SYSTEM F 11.1 + LLJ U _ D coI— O N U Lu I--- Q _1 1 1 C.)z CaN — (n N 0. J O H (J) Z Q o0o , w ELECTRICAL LINE DIAGRAM NOTES 1= w w O J 0 ^ v o CC 0 _ m < - '0 0 Z O O < 1 U o W In O ---IZ N Z CC c!) LL1 2� ao ~ O Os (D rn to N 0 0 Os I— O DRAWING BY IAN FAHL DATE 09-MAR-2023 PROJECT ID 0098YA SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 23 X 298 W = 6.854 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 = 15.7 A AC MAX INVERTER OUTPUT CIRCUIT CURRENT = 15.7 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 = 35 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%=20.0 A AC MAX INVERTER OUTPUT CURRENT X125%=20.0 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 = 0.8 OTHERS OUTSIDE RECIPIENTS MAXIMUM POWER CURRENT (IMP) 11.1 ADJUSTED CONDUCTOR AMPACITY (A) = 27.3 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 24.64 A AC ORGANIZATION,EXCEPT IN CONNECTION OPEN CIRCUIT VOLTAGE (VOC) 43.02 WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT,WITHOUT THE SHORT CIRCUIT CURRENT (ISC) 11.58 LARGER AMPACITY OF 690.8(B)(I) OR (B)(2) = 20.0 < 27.3 LARGER AMPACITY OF 690.8(B)(I)OR(B)(2) = 20.0 < 24.6 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 > 20.0 OK LARGER AMPACITY COMPLIANCE = 35.0 > 20.0 OK SERIES FUSE RATING 20 ADJ. MODULE VOC @ ASHRAE LOW TEMP 47.0 RACEWAY SIZE / TYPE = 3/4 IN. EMT OR FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT 141/111111N. CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA .N •CEP` ADJ. MODULE VMP @ ASHRAE 2%AVG. HIGH TEMP 30.3 (IN."2) = 0.1421N.2 (IN."2) = 0.106IN."2 - CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN.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% > 20% OK wwsrKUTIoA W • x TYPE MICROINVERTER SmfTHEY . MAX. OR RECOMMENDED MODULE POWER(W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) ao.iii- MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 15.7 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 27.8 A AC MINIMUM START VOLTAGE (V) 30 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG THHN / THWN-2, CU. CONDUCTOR SIZE / INSULATION / TYPE = 8 AWG THHN / THWN-2, CU. ION DEVELOPER,LLC 4801 N UNIVERSITY AVE#900 PROVO,UT MAXIMUM START VOLTAGE(V) 58 CONDUCTOR AMP. RATING @75°C = 35 A CONDUCTOR AMP. RATING @75°C = 50 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%=20.0 A AC CURRENT X125% =35.0 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 = 0.88 AMB. TEMP. AMP. CORRECTION = 0.88 SYSTEM ELECTRICAL SPECIFICATIONS CIR I CIR 2 # OF CONDUCTORS IN RACEWAY CORRECTION = 0.8 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 13 10 ADJUSTED CONDUCTOR AMPACITY (A) = 24.64 A AC ADJUSTED CONDUCTOR AMPACITY (A) = 44 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 5200 4000 TOTAL MODULE QUANTITY 23 PV MODULES LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 20.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I) OR(B)(2) = 35.0 < 44.0 STC DC POWER RATING OF ARRAY 9200W DC (B)(I)-W/OUT CORRECTION FACTORS (B)(I) - W/OUT CORRECTION FACTORS INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.73 12.1 LARGER AMPACITY COMPLIANCE = 35.0 > 20.0 OK LARGER AMPACITY COMPLIANCE = 50.0 > 35.0 OK H W 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 19.66 15.13 W 0W CIRCUIT OCPD RATING (A) 20 20CC _ RACEWAY SIZE / TYPE = 3/41N. EMT RACEWAY SIZE / TYPE = 3/41N. EMT 27.83A CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA CONDUCTOR(S) / CABLE(S)CROSS-SECTION AREA o N COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN."2) = 0.063IN."2 (IN."2) = 0.146IN."2 J I NI Q PV POWER PRODUCTION SYSTEM OCPD RATING t�l U (XI25%) 40A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533IN."2 OZ Q n () 3 N Q MAX. ARRAY STC-AC POWER (W) 6670W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 12% OK %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 27% OK Z•O W - Cps 7> U MAX. ARRAY CEC AC POWER (W) 8206W AC (CEC) I--ct N z J O W Q LLI LU O O - N- U AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE z 0 = CD W (n 0 .0 _ VRISE SEC. I (MICRO TO JBOX) * 28.8 12 Cu. 1.8 241.8 0.76% CC) zO O0 Z D O � 1 U o VRISE SEC. 2 (JBOX TO COMBINER BOX) 60 10 Cu. 2.3 242.3 0.94% Z W (n O -J Z O cV VRISE SEC. 3 (COMBINER BOX TO P01) 10 8 Cu. 0.4 240.4 0.18% 0 - W TOTAL VRISE 4.5 244.5 1.88% OK LJ Q cd L Y * 8 MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. �. 0 OsU tO PO N N O CT H CV - OT DRAWING BY IAN FAHL DATE 09-MAR-2023 PROJECT ID 0098YA SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 ELECTRICAL FIELD-APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 PHOTOVOLTAIC SYSTEM A [NEC 690.54, NEC 690.13(B)] �'I F FT FROM THE RAPID SHUT DOWN L-` '..` DISCONNECT SWITCH [NEC 690.56(C)]. ION AC DISCONNECT Ai RATED AC OUTPUT CURRENT 27.8A (` iF " 1 NOMINAL OPERATFIG AC VOLTAGE 240 V Y SOLAR PV BRAVED G HEREIN CONTAINED SHALLNOT BE USED FOR BUILDINGS WITH PV SYSTEMS. TO INFORMATION BE LOCATED AT EACH SERVICE FOR PV DISCONNECTING MEANS WHERE ALL WITHRAPDSHUTDOWN EQUIPMENT LOCATION TO WHICH THE PV FOR THE BENEFIT OF ANYONE EXCEPT ION ri DEVELOPER,LLC NOR SHALL IT BE ..4, 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. SWITCH TO THE 690.56(C)] [NEC 690.13(B), NEC 705.22] DOWN�, ' , OTHERS OUTSIDE RECIPIENTS ORGANIZATION,EXCEPT IN CONNECTION TERMINALS ON THE UNEAND AND REDUCE SYSTEM WITH THE SALE AND USE OF THE LOAD SIDES MAYBE ENERGIZED SHODOWARD �' RESPECTIVE EQUIPMENT,WITHOUT THE IN THE OPEN POSITION — y IN HEARSAY - WRITTEN PERMISSION OF ION DEVELOPER, LLC. AT EQUIPMENT CONTAINING OVERCURRENT PERMANENT DIRECTORY TO BE LOCATED rI\\. C DEVICES IN CIRCUTS SUPPLYING POWER TO A At `� AT MAIN SERVICE EQUIPMENT DENOTING lzat�v .l4 THE LOCATION OF THE PV RAPID BUSBAR OR CONDUCTOR SUPPLIED FROM POACH TO THIS BUILDING IS ALSO APPLIED SHUTDOWN SYSTEM DISCONNECTING t DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FROMA ROOF MOUNTED SOLAR ARRAY. MEANS IF SOLAR ARRAY RAPID SHUT �► SOURCES:UTILITY GRID AND saARAauuYRAPIDSHuroolMrlpaca�IECT DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM IS LOCATED GROUPED AND WITHIN LINE OF SITE OF PVsrMunON , >,, MAIN SERVICE DISCONNECTING MEANS. SCOTT A GURNEY OV-0117719-035111 [NEC 705.10, NEC 690.56(C)(I)] DO.3-»-202S ION DEVELOPER,LLC IINIIIIIIIIIIII PLACED ADJACENT TO PV SYSTEM PLUG-IN 4801 N UNIVERSITY AVE #900 PROVO,UT D TYPE BREAKER TO A BUSBAR FOR A LOAD 84604 SIDE CONNECTION. [NEC 705.12(B)(3)(2)] PERMANENT DIRECTORY TO BE LOCATED 888.781.7074 POWER SOURCE I AT SOLAR ARRAY RAPID SHUTDOWN 1 OUTPUT CONNECTION a POWER TO THIS BUILDING LSALSO SWITCH DENOTING THE LOCATION OF DO NOT RELOCATE THIS SUPPLIED FROM MAMDISTRBUTIDN 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] o a © a El El F- (E)UTILITY METER © © B❑ Elw U Cl) 120/240V AC, 60HZ, O_ _ SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX N 0 (V U o CVLL Q Tr G---- LZ O < I\ E Z < __� II IU I.;�rT'�-�1 Z m N (N)PV AC DISCONNECT - Zp w CI` Q ao U �. _1 Q 0 Z Li j J p . LU w O p — I� U a COvID 0 ® PV SYSTEM O O < = U O DISCONNECTS)TO Li_ 0 LL 0- 0 TV °(°/ as PV INVERTER Z U.J_ Cl) CY Cl) LU ap d d OUTPUT CIRCUITS) ) w I— 0 a LI LI �%/''��h 1— O (.7 ND N) N N NLZ N2 0 0 0 0' 0.1 NI`/ C; EC EGC Mir _ DRAWING BY LAN FAHL DATE 09-MAR-2023 TML2I PROJECT ID 0098YA ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI Z535.4-20II 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 IV (3MM). SHEET NUMBER BENISON E-9 0