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AERIAL SITE VIEW JURISDICTION CODES AND STANDARDS REC I GOVERNING CODES I. ALL WORK SHALL COMPLY WITH: pA y ' 2021 OREGON ELECTRICAL SPECIALTY CODE(OESC) MAR Z. x yJI _ 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) ¢ 5, f r 2021 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) TY S '` 2018 INTERNATIONAL FIRE CODE(IFC) IC (�+pF�TIGARD,/ n' ...,,/.^ • 2021 OREGON PLUMBING SPECIALTY CODE BU LDING DIVISION } - CONFIDENTIAL-THE INFORMATION y.' 5°+ AND ALL STATE AND LOCAL BUILDING,ELECTRICAL,AND PLUMBING CODES. HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT ION( DEVELOPER,LTC NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO SITE CLASSIFICATION NOTES,OSHA REGULATION OTHERS OUTSIDE RECIPIENTS " +R .1. OCCUPANCY CLASS: SFR Approved plans ORGANIZATION,EXCEPT IN CONNECTION ' ! CONSTRUCTION CLASS: V-B WITH THE SALE AND USE OF THE '' 3 - x.':"'k ZONING TYPE: RESIDENTIAL hall by on job site. RESPECTIVE EQUIPMENT,WITHOUT THE -�" v be V JV WRITTEN PERMISSION OF ION DEVELOPER,x LLC. ,," - I. A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA REGULATIONS. ""'k` +y 2. THIS PROJECT HAS BEEN REVIEWED AND WILL NOT DIRECT CONCENTRATED SOLAR RADIATION OR GLARE '"" 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 �AB C E P o- 3111.3.5.3 ITEM 3.2 t CERTIFIED $' ' x .#, ELECTRICAL CRITERIA,NOTES NY''' 1 PV INSTALLATION TEMPERATURE SOURCE: ASHRAE •txs: a§r )'.,` III - WEATHER STATION: PORTLAND HILLSBORO PROFESSIONAL ri. - " EXTREME MIN. TEMPERATURE: -8 L ASHRAE 0.4Yo HIGH TEMP: 37 OFFICE COPY S.} .I SCOTT GURNEY #PV-0117 719-015 8 6 6 I ,i N 01 #,. a ION DEVELOPER,LLC ,��(-N I. DRAWINGS HAVE BEEN DETAILED ACCORDING TO UL LISTING REQUIREMENTS. 4801 N UNIVERSITY AVE#900 PROVO,UT i *, k 2. TERMINALS AND LUGS WILL BE TIGHTENED TO MANUFACTURER TORQUE SPECIFICATIONS(WHEN PROVIDED)IN 87.604 : ,a ry, L. n ACCORDANCE WITH NEC 110.14(D)ON ALL ELECTRICAL. 888.781.7074 °xt" N 3. PV MODULE CERTIFICATIONS WILL INCLUDE UL1703, IEC61646, IEC61730. DAVID STANLEY CONRAD 4. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO ' > &} � - C-ELECTRICAL CONTRACTOR LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. +qy} �, C1524 '0* ! J �; y, 4 5. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL ,,< BE PROVIDED AS PER SECTION(NEC 110.26]. _ � CITY OF TIGARD h • " . 4 DES GCN LOAD STIANDARD:OASCE 7-16 R.EVI.EW ED FORODE COMPLIANCE +41 WIND EXPOSURE CATEGORY: B ,( -� WIND SPEED(3-SEC GUST): 96 MPH Approved: [ II " �,.. GROUND SNOW LOAD: 36 PSF c r ! U (/) s " DESIGN ROOF SNOW LOAD: 25 PSF �, 1�" I. SEISMIC DESIGN CATEGORY: D 1F �y�y/�� 7]�n/ O KV ^.-.. #tt SEISMIC RISK FACTOR: 11 Permit #: 5��?j — 0 OC1 Z g ^ V O N a Address: v • 1. (S1�2 SW I5� � N H Suite #: ' Z Z j os _ , .... 11111.1111. .lrillIllrr By: PIA" Datc:3�2J/Z3 a z a co M u 4 E a w , .; - ID Q I ) Q, m a - :� ✓ LIABILITY 0 rri z o '� - o The City of Tigard one- its w o 04 Cr a v) w shall riot be 1-- - rn 'R.- oco.SCOPE OF WORK SHEET LIST employees (n a in 1= o responsible for dl.c.ze.ri r=c :s .,. c DRAWING BY INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC SOLAR SYSTEM G-I COVER SHEET whIch may appear ti r&u. ROBERTO MONSALVO V-2 SITE PLAN (AD. LIB) �R�p PROFFS 10.8 KW DC 8a 7.83 KW AC PHOTOVOLTAIC SOLAR ARRAY S-3 ROOF PLAN G� GIN `rip DATE S-4 STRUCTURAL DETAILS G EF S-5 STRUCTURAL CALCULATIONS & NOTES VALIDITY OF PERMIT P 9r 08 MAR 2023 PV MODULES: (27) SILFAB SOLAR SIL-400 HC+ THE ISSUANCE OF A PERMIT 9 951)P E-6 ELECTRICAL DETAILS (LINE DIAGRAM) PROJECT ID INVERTER(S): (27) ENPHASE IQ8PLUS-72-2-US E-7 ELECTRICAL CALCULATIONS & NOTES BASED ON CONSTRUCTION OREGON 0098KA E-8 ELECTRICAL LOAD CALCULATIONS (AD. LIB) ': DOCUMENTS AND OTHER ROOF TYPE: COMPOSITION SHINGLE - I LAYER(S) E-9 ELECTRICAL LABELS & LOCATIONS DATA SHALL NOT PREVENT `-IN 11 20��y SHEET NAME PV MOUNTING HARDWARE: ECOFASTEN CLICKFIT E-I0 ELECTRICAL DIRECTORY PLACARD (AD. LIB) THE CODE OFFICIAL FROM '‘I�qN ROW\-(t 03/09/2023 COVER SHEET REQUIRING THE CORRECT`JN OF ERRORS. ORSC 105.4 EXPIRES:12/31/24 SHEET NUMBER REVISON G-I 0 • SITE NOTES: _ _1 r— 2'-0„ I. FOR PROJECTS SUBMITTED FOR PRESCRIPTIVE IN REVIEW, ROOF ATTACHMENTS SHALL BE SPACED NO GREATER THAN 24" ON CENTER IN ANY DIRECTION (E) (N) (N) WHERE LOCATED WITHIN 3' OF A ROOF EDGE, HIP, GA EAVE, OR RIDGE OSSC 3111.3.5.3 ITEM 3.2 FOR ANY METER UPGRADES, ENSURE THAT THE (E) o UTILITY METER IS LOCATED WITHIN 10FT OF THE MAIN 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 T CORNER OF THE HOUSE. o O DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS - O ORGANIZATION,EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE 0 RESPECTIVE EQUIPMENT,WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, ❑ LLC. +T ❑ NABCEP CERTIFIED 0 PV INSTALLATION in ❑ PROFESSIONAL S,y' _1 SCOTT A. GURNEY r / #PV-OI17719-015866 + i LLI �s �� F + ION DEVELOPER,LLC > + i 1 4801 N UNIVERSITY AVE #900 PROVO,UT S 0 VI._ F++4 ❑ 84604 I— = 888.781.7074 - o RS2 , ���� ++I t + DAVID STANLEY CONRAD H .+ 11 C-ELECTRICAL CONTRACTOR Z IMIll + CI524 L U- .+ . + +❑ + U +'+'+ ❑ ❑ ❑ (N) uBwc a Ei ra + (� U e ❑ _ I'-0" TYP. 1 ++ 04 - ^ a (,4PRo :. ++ ++'+ + + + ❑ 1 � 0 El ® E2 __1 ,, UQ + + + + + + + + + 9 950P Jr^x F- = o o + + + + + + + + Pam- 0 ::. El El z rx -.t LU m 4 !! n + + + + + + + + + + u InCC OREGON / 3 0 TYP. + + + + + + + + + o a - CC a = / r + + + + + + +++++ `L J D- p so y�qN 11, 2pL`�y +++' '++++ W p N Q ^ w Y a' �qb RGw�'F, 03/09/2023 I_ rn C, r- RSI (n a o EXPIRES:12/31/24 CH I MNEY DRAWING BY ROBERTO MONSALVO SCALE: 1/8" = I'-0" DATE 0 2 c a Ib 08-MAR-2023 SYSTEM LEGEND (N)PV COMBINER PANEL ( ) O SUNEYE LOCATION 0098KA ROOF SECTION ROOF PV MODULE PROJECT ID 0) JBOx (N)JUNCTION BOX s/ SECTION OTY AZIMUTH PITCH TSRF CRITERIA AND RSI 17 180 32 100% i. i (E) UTILITY METER / ( (N)PV LOAD CENTER AN) (N)AC DISCONNECT •••i FIRE SETBACK SPECIFICATIONS RS2 10 270 32 82% MAIN SERVICE PANEL CU (VISIBLE-OPEN LOCKABLE LABELED DISCONNECT) SHEET NAME 0 (E) (E) MAIN SERVICE PANEL F A (N)PV PRODUCTION .0/5/ (N) MICROINVERTER ROOF PLAN NAIN 3 . METERAC (N)PV MODULE SHEET NUMBER REVISON (E) (E) SUBPANEL (N) (N)DC-DC / STRING (N) (N) DC DISCONNECT O E IINVERTER DCD S-3 RACKING INSTALLATION SCHEDULE AND STRUCTURAL CRITERIA PV MODULE I O N PV RACKING SPAN AREA TAG SPAN 7 r PV MOUNTING RAIL RACKING: ECOFASTEN CLICKFIT RAIL -PORTRAIT-MODULE ORIENTATION I / t t 1 PORTRAIT RACKING TYPE: RAIL X-SPACING P-XI 48 IN. O.C. MAX. S rA Q o 9r�ORIENTATION yy STANDOFF: CLICKFIT L-FOOT X-CANTILEVER P-X2 16 IN. MAX. CI N 0 P 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" = 1'-0" 11-pp p1 t LANDSCAPE HEREIN CONTAINED SHALL NOT BE USED J �tJ FOR THE BENEFIT OF ANYONE EXCEPT ION ORIENTATION STRUCTURAL RAIL-LANDSCAPE-MODULE ORIENTATION DEVELOPER,LLC NOR SHALL IT BE ROOF TYPE: COMPOSITION SHINGLE X-SPACING L-XI 48 IN. O.C. MAX. DISCLOSED IN WHOLE OR IN PART TO ROOF SHEATHING TYPE: 7/16"OSB X-CANTILEVER L-XZ 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 RESPECTIVE EQUIPMENT,WITHOUT THE RAFTER SIZE: 2X4 Y-CANTILEVER L-Y2 7.9 IN. MIN. -9.8 IN. MAX. WRITTEN PERMISSION OF ION DEVELOPER, RAFTER SPACING: 24 PORTRAIT LLC. ORIENTATION ARRAY PARAMETERS TOTAL ROOF AREA(SQ. FT.) 3150 P-Y2-\ OB CI'P TOTAL PV MODULE AREA(SQ. FT.) 575.1 %PV MODULE ROOF COVERAGE 18% L-Y2 CERTIFIED 0000*. LANDSCAPE ORIENTATION PV INSTALLATION ' � PROFESSIONAL P-Y =1\ ,�� , SCOTT A. GURNEY �� i' S•� #PV-011 7 719-015 8 6 6 PV ARRAY DETAIL, SIDE VIEW ',� ION DEVELOPER,LLC SCALE: 3/8" = -0° ` - 4801 N UNIVERSITY AVE#900 PROVO,UT ® 84604 888.781.7074 0111 DAVID STANLEY CONRAD L-Y RACKING ATTACHMENTS TO BE STAGGERED BY SHIFTING EACH C-ELECTRICAL CONTRACTOR SUBSEQUENT ROW OF ATTACHMENTS ONE RAFTER OVER CI524 TO DISTRIBUTE LOAD ACROSS ALL FRAMING MEMBERS UNDER PV ARRAY. + N PV MODULE _ D o 1 U AllO - - - N- a N J I U Ai cn (n Q CLICKFIT RAIL Z z > NI w a 6 oEl a z _1 o � � < 0 H LD ON W 9 ?i 6" rill CLICKFIT L-FOOT �n Lu m Q n to _ O Y — O < = Urn u1l I. Z Z O J Z Q D_ V7 W P Nun (E) COMP SHINGLE H J rn LQD w !�, ROOF MEMBRANE in Q In I= g -� DRAWING BY �`_ COMP SHINGLE FLASHING �cS,p PROFFS ROBERTO MONSALVO 22" MIN. ���\ aGINE/ `.> DATE DEPTH 5/16" ZINC PLATED STEEL t�� P 08-MAR-2023 LAG SCREW WITH 2-1/2" 9 950P MIN. EMBEDMENT IN TO PROJECT ID (E) ROOF RAFTER OREG N 0098KA 0 STANDOFF DETAIL �qN 11 Z `L� SHEET NAME SCALE: 3" = I' O" 444N RoW\S-� 03/09/2023 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 ION MODULE MANUFACTURER/ TYPE SILFAB SOLAR SIL-400 HC+ DEAD LOAD(PSF) RSI RS2 JURISDICTION 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 O NOT USED MANUFACTURED MANUFACTURED FOR THE BEENEFF OF ANY IT 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 C06 FT. 24 IN. 0.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) EQN. 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) 7.9 7.9 NABCEP STRUCTURE TYPE - ROOF SHAPE INHABITED-HIP ROOF THERMAL FACTOR (CT)= 1.0 TABLE 7.3-2 CERTIFIED MIN. ROOF SLOPE (DEG.) 32 IMPORTANCE FACTOR(Is) = 1.0 TABLE 1.5-2 PV ARRAY ADJ. TO ROOF SLOPE (PSF) 3.5 3.5 MEAN ROOF HEIGHT (FT.) 23 SLOPE FACTOR(CS) = 0.9 FIG. 7.4-1 ROOF LIVE LOAD < ROOF SNOW LOAD(PSF) 25.0 25.0 PV INSTALLATION PORTRAIT ATT. SPACING (IN. 0.C.) 48 Ps (PSF) = 25 OK TOTAL LOAD (PSF) 36.5 36.5 PROFESSIONAL LANDSCAPE ATT. SPACING (IN. O.C.) 48 S.a/. .1 SCOTT A. GURNEY # OF ATTACHMENT POINTS 59 RAFTER/ TOP CHORD MEMBER PROPERITES DF #2 -2x4 DF#2 -2x4 I #Pv-0117719-015866 MAX. POINT LOAD (LBS / ATT.) 16.7 SECTION MODULUS (S)(IN"3) 3.06 3.06 ION DEVELOPER.LLC MAX. TOTAL PV DEAD LOAD TO RAFTER(LBS) 16.7 MOMENT OF INERTIA(I)(IN"4) 5.36 5.36 4801 N UNIVERSITY AVE#900 PROVO,UT TOTAL LOAD ON MEMBER(W)(PLF) 72.9 72.9 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 = UH(GCP)(YE)(YA) EON. 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-I ARRAY EDGE FACTOR (YE) = I TABLE 26.13-1 AREA(A)(IN"2) 5.25 5.25 0524 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 EON. C26.10-I EQN. 26.10-I MAX BENDING STRESS CHECK (FB)(CD)(CF)(CR) (FB)(Co)(CF)(CR) TOPOGRAPHIC FACTOR(KzT)= 1.0 EQN. 26.8-I OH(PSF) = 13.96 BENDING (FB) (PSI) 900 900 WIND DIRECTIONALITY FACTOR(KD)= 0.85 TABLE 26.6-I LOAD DURATION FACTOR (Co) 1.15 1.15 SIZE FACTOR(CO 1.50 1.50 UPLIFT DOWNWARD REPETITIVE MEMBER FACTOR(CR) 1.15 1.15 HIP ROOF 27° < 9 545° 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)) 1286.2 1286.2 = D EXTERNAL PRESSURE COEFF. (GCP) _ -1.5 -2.4 -2.8 0.9 72% OK 72% OK o n1 ASD PRESSURE (0.6P)(PSF) = -10.05 -16.08 -18.76 16.75 O N U TRIBUTARY AREA(SO. FT) _ 12.6 12.6 9.4 MAX DEFLECTION CHECK - TOTAL LOAD UNIFORM DISTRIBUTED UNIFORM DISTRIBUTED I i a MAX. UPLIFT (0.6D+0.6P)(LBS) = -103.5 -179.2 -159.6 ALLOWABLE DEFLECTION L/ 180• L/ 180 c I- Q 0.400 IN. 0.400 IN. W O 0- 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) O LLI < Z Q 93 d Y LLI U SOLAR PANEL PRESSURE EQ. FACTOR(PA) = 0.80 0.80 0.80 0.80 0.103 IN. 0.103 IN. 1" N = 0 O - EXTERNAL PRESSURE COEFF. (GCP)_ -1.5 -2.7 -2.8 0.9 26% OK 26% OK ,. w N r ASD PRESSURE (0.6P)(PSF) _ -10.05 -18.09 -18.76 16.75 MAX DEFLECTION CHECK-LIVE LOAD CC Q Lc, 0 a a TRIBUTARY AREA(SQ. FT)= 6.80 6.80 5.10 ALLOWABLE DEFLECTION L / 240 L/ 240 LL Y J a. 0 "O MAX. UPLIFT (0.6D+0.6P)(LBS) _ -56.1 -110.8 -86.5 0.3 IN. 0.3 IN. Z ZO CC N W ?� U ACTUAL MAX DEFLECTION (W)(L)44 / 185(E)(I) (W)(L)"4 / 185(E)(I) W V) N 4 Y ROOF ATTACHMENT FASTENER CHECK I- J Ci, O co L-FOOT-5/I6"X 3-1/2"ZINC PLATED NDS 12.2 0.089 IN. 0.089 IN. (7) Q if i 1- NI v O STEEL LAG SCREW MANUFACTURER MAX. UPLIFT CAPACITY=359.6 LBS 30% OK 30% OK DRAWING BY LAG SCREW WITHDRAWAL DESIGN VALUE(LBS) =W = 1800(G"3/2)(D"3/4) 12.2.1 MAX SHEAR CHECK ROBERTO MONSALVO 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 OTY PER ATTACHMENT = I LOAD DURATION FACTOR(CD) = 1.6 TABLE I2.3.3A 945 LBS. 945 LBS. DATE FASTENER EMBEDMENT DEPTH (IN.) = 2.5 PRYING COEFFICIENT = 1.4 ACTUAL MAX SHEAR �RtO PROf£S (w)(L)/2 (w)(L)/z 08-MAR-2023 WITHDRAWAL DESIGN VALUE(W)(LBS/ IN.)= 266.0 �� S,� 219 LBS. 219 LBS. LAG SCREW WITHDRAWL CAPACITY (LBS) = 760.0 �C9 l�,*GIN Et ' 23% OK 23% OK Sr PROJECT ID MAX. ATT. WITHDRAWAL CAPACITY(LBS)= 359.6 > 179.2 MAX UPLIFT DEMAND(LBS) OK 4 9 950P r 0098KA OREGON SHEET NAME `ti STRUCTURAL CALCS Il4N'ROWNS. 03/09/2023 SHEET NUMBER REVISON S-5 0 EXPIRES:12/31/24 CONDUCTOR AND RACEWAY SCHEDULE TAG CITY SIZE-# TYPE DESIGNATOR I/V TAG OTY SIZE-# TYPE DESIGNATOR I/V TAG WY SILL-# TYPE DESIGNATOR I/V TAG OTT SIZE-# TYPE DESIGNATOR I/V 10 (1) 8 AWG THHN/THWN-2,CU. BLACK(L1) 32.67AAC(MAX) 3 (3) 10AWG THHN/THWN-2,CU. BLACK(L1) 15.73 A AC(MAX) 2 (1) 10AWG 2C,NM-B W/G,CU. (L1,L2,EEC) 15.73 A AC(MAX) 1 (1) 12AWG 2C,TC-ER,CU. (L1,L2) 15.73 A AC(MAX) ION (1) 8 AWG THHN/THWN-2,CU. RED(L2) 240 V AC (3) 10 AWG THHN/THWN-2,CU. RED(L2) 240 V AC FREE AIR 240 V AC (1) 6 AWG SOLID BARE CU. (EEC) 240V AC (1) 10AWG THHN/THWN-2,CU. WHITE(N) (1) 10AWG THHN/THWN-2,CU. GREEN(EGC) (1) 3/41N. EMT OR FREE AIR (RACEWAY) (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 ELECTRICAL LINE DIAGRAM (27)SILFAB SOLAR SIL-400 HCt PV MODULE(S) DISCLOSED IN WHOLE OR IN PART TO UL 1703 LISTED OTHERS OUTSIDE RECIPIENTS • ORGANIZATION,EXCEPT IN CONNECTION (E)UTILITY METER LOAD-SIDE SOURCE CONNECTION (N)JUNCTION BOX (27)ENPHASE IDSPLUS-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 10 COMBINER 4 (OPTIONAL-FOR UL 1741 LISTED RESPECTIVE EQUIPMENT.WITHOUT THE WRITTEN PERMISSION OF ION DEVELOPER, SINGLE PHASE (E)200A/2P MAIN DISCONNECT (NEC 705.12) (PV CIRCUITS ONLY) CONDUCTOR SPLICE) (N)JUNCTION BOX LLC. SECONDARY POWER (N)PV AC DISCONNECT (N)20A/2P (I) / n AA n Lin \ - CIRCUIT �� ® //NABCEP\\1 SOURCE(PV OCPD)TO 60A,240V,2P �+ II OF 12 ���© (E)200A/2P BE LOCATED AT NON-FUSED,LOCKABLE, MODULES OPPOSITE END OF VISIBLE OPEN INTEGRATED '.`" _...—Fes— 1— BUSBAR FROM PRIMARY I5A/2P MAX y a CERTIFIED (OM\ SOURCE(MAIN OCPD) TO IQ ENVOY® (E)LOADS (NEC 705.12) GAYIPV INSTALLATION —°�j 2 0 PROFESSIONAL I( (N)JUNCTION BOX S.. SCOTT 77 GURNEY (N)50A/2P ^ n (N)I5A/2P - (I) / #PV-0117719-015866 �, H� Lz N I " L_' n CIRCUIT ��� ION DEVELOPER,LLC . I N OF 8 „ - - _ \ `~ M DU ES L� 4801 N UNIVERSITY AVE#900 PROVO.UT _c ecc l Ec._ I 84604 E �- O E,��� 888.781-7074 UNDERGROUND G SERVICE LATERAL IO IO DAVID STANLEY CONRAD 2 (N)JUNCTION BOX O C-ELECTRICAL CONTRACTOR EI "u C1524 L. (N)I5A/2P fl (I) LI '^ �_ eed \ CIRCUIT ��..0 N OF 7 (E)GROUNDING E�� I MODULES O EDE SYSTECTRM X 11 3 \/ ki + V)U L 2 I 0 N V 0 N Q N 1 N. V N -,(n I- U N. N J (..0Q -- as Z z > O O- - ELECTRICAL LINE DIAGRAM NOTES a v00 = zo 0 0 `w' a • � u) w m Y � W (n r ro O Y in CC O - 2 V nn LL 2 J 0_ O .O Z Z En O Z W o N '1 w U f- J U U n )` a0 (n Q H .N-. � O DRAWING BY ROBERTO MONSALVO DATE 08-MAR-2023 PROJECT ID 0098KA SHEET NAME ELEC. LINE DIAG. SHEET NUMBER REVISON ALTERNATE AC CALCULATION USING CEC LISTED MAX CONTINUOUS OUTPUT POWER: 27 X 298 W = 8.046 KW AC E-6 0 PV SYSTEM ELECTRICAL SPECIFCATIONS AND CALCULATIONS DESIGN LOCATION AND TEMPERATURES RACEWAY / CONDUCTOR CALCULATIONS ION TEMPERATURE DATA SOURCE ASHRAE MICROINV. TO JUNCTION BOX (I) JUNCTION BOX TO COMBINER BOX(3) 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 = 30 A ASHRAE EXTREME LOW TEMP(°C) - -8 ASHRAE 0.4%HIGH TEMP (°C) 37 PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) PER NEC 690.8(B)(I)(W/OUT CORRECTION FACTORS) DESIGNED MAX. SYSTEM VDROP/ VRISE 4.00% MAX INVERTER OUTPUT CURRENT XI25%=20.0 A AC MAX INVERTER OUTPUT CURRENT XI25%=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) = 21.12 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 < 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 > 20.0 OK LARGER AMPACITY COMPLIANCE = 30.0 > 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 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) = 0.148IN."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 IQBPLUS-72-2-US %ALLOWABLE RACEWAY FILL(NEC CH. 9, TBL I) = 53% > 27% OK %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 28% OK PROFESSIONAL TYPE MICROINVERTER I SCOTT A. GURNEY MAX. OR RECOMMENDED MODULE POWER(W) 440 JUNCTION BOX TO JUNCTION BOX (2) COMBINER BOX TO MAIN PV OCPD (10) �'� /'1 1 #PV-0117719-015866 MAXIMUM INPUT DC OPEN-CIRCUIT VOLTAGE (VOC) 60 MAX INVERTER OUTPUT CIRCUIT CURRENT = 15.7 A AC COMBINED INVERTER CONTINUOUS OUTPUT CURRENT = 32.7 A AC MINIMUM START VOLTAGE (V) 30 CONDUCTOR SIZE / INSULATION / TYPE = 10 AWG 2C, NM-B W/G, 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 @60°C = 30 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.B(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 XI25% =41.0 A AC C-ELECTRICAL CONTRACTOR NOMINAL (L-L) OUTPUT VOLTAGE 240 CI524 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 CIR 3 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 # OF CONDUCTORS IN RACEWAY CORRECTION = 1.0 NUMBER OF MODULES PER CIRCUIT 13 13 I ADJUSTED CONDUCTOR AMPACITY (A) = 24.6 A AC ADJUSTED CONDUCTOR AMPACITY(A) = 44 A AC DC POWER RATING PER CIRCUIT (STC)(W DC) 5200 5200 400 TOTAL MODULE QUANTITY 27 PV MODULES LARGER AMPACITY OF 690.8(B)(I)OR (B)(2) = 20.0 < 24.6 LARGER AMPACITY OF 690.8(B)(I)OR(8)(2) = 41.0 < 44.0 STC DC POWER RATING OF ARRAY 10800W DC (B)(I)-W/OUT CORRECTION FACTORS (B)(I)-W/OUT CORRECTION FACTORS INVERTER OUTPUT CIRCUIT CURRENT(A AC) 15.73 15.73 1.21 LARGER AMPACITY COMPLIANCE = 30.0 > 20.0 OK LARGER AMPACITY COMPLIANCE = 50.0 > 41.0 OK 125% INVERTER OUTPUT CIRCUIT CURRENT(A AC) 19.66 19.66 1.51 C7 N CIRCUIT OCPO RATING (A) 20 20 15 RACEWAY SIZE / TYPE = FREE AIR RACEWAY SIZE / TYPE = 3/4IN. EMT = CV 32.67A CONDUCTOR(S)/ CABLE(S)CROSS-SECTION AREA CD o N U COMBINED INVERTER CONTINUOUS OUTPUT CURRENT AC (IN."2) = 0.146 IN."2 J Q PV POWER PRODUCTION SYSTEM OCPD RATING Ni Nj J Cl) U (X125%) 50A CROSS-SECTIONAL AREA OF RACEWAY(IN."2) = 0.533 IN."2 V) _IV) Q MAX. ARRAY STC-AC POWER (W) 7830W AC (STC) %ALLOWABLE RACEWAY FILL (NEC CH. 9, TBL I) = 40% > 27% OK Z Z j ly IL MAX. ARRAY CEC-AC POWER(W) 9633W AC (CEC) O W < Q LU I- = ZO JO - C) a- oo UJ (n U) • �' AC VOLTAGE RISE CALCULATIONS DIST (FT) COND. VRISE(V) VEND(V) %VRISE Q CC VRISE SEC. I (MICRO TO JBOX) ' 28.8 12 Cu. 1.8 241.8 0.76% CC Q a Q VRISE SEC. 2 (JBOX TO COMBINER BOX) 70 10 Cu. 2.6 242.6 1.10% LL Y J IL 0 .p VRISE SEC. 3 (COMBINER BOX TO POI) 10 8 Cu. 0.5 240.5 0.21% Z Z � o Z TOTAL VRISE 5.0 245.0 2.07% OK LJ V) N Q LLJ " B MICROINVERTER MAX SUB-BRANCH CIRCUIT SIZE TO COMPLY WITH VRISE CALCULATIONS. H J O. (0 N. N. °O Cl) Q In F- v v O DRAWING BY ROBERTO MONSALVO DATE 08-MAR-2023 PROJECT ID 0098KA SHEET NAME ELECTRICAL CALCS. SHEET NUMBER REVISON E-7 0 a , ELECTRICAL FIELD—APPLIED HAZARD MARKINGS AT EACH PV SYSTEM DISCONNECTING MEANS. SIGN LOCATED ON OR NO MORE THAN 3 I O PHOTOVOLTAIC SYSTEM A [NEC 690.54, NEC 690.13(B)] RAPID `. HUT DC','"N F FT FROM THE RAPID SHUT DOWN A AC DISCONNECT A ;../V TC H [-Or DISCONNECT SWITCH [NEC 690.56(C)]. RATEDACOUTPUTCURRENT 32.7A SOLAR DV :VS- N1 NOMINALOPERATNGACVOLTAGE 240 V --"--_-- FOR BUILDINGS WITH PV SYSTEMS. TO CONFIDENTIAL-THE INFORMATION - SOLAR PV SYSTEM EQUIPPED 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 NNIABNINGIII B lww DEVELOPER,LLC NOR SHALL IT BE TERMINALS OF THE DISCONNECTING MEANS rRAPlDsxunwwH SYSTEM IS CONNECTED. [NEC DISCLOSED IN WHOLE OR IN PART TO MAY BE ENERGIZED IN THE OPEN POSITION. SWITCH TO THE OTHERS OUTSIDE RECIPIENTS ELECTRIC SHOCK HAZARD 'OFF MGM =user 690.56(C)] [NEC 690.13(B), NEC 705.22] SHUT DOWNPVSYBTEM ' arat , ORGANIZATION,EXCEPT IN CONNECTION TERMINALS ON THEUNEAND ANOREDLIGE WITH THE SALE AND USE OF THE LOAD SIDES MAY BE ENERGIZED SiDOCHAiARD Mil 111 RESPECTIVE EQUIPMENT,WITHOUT THE ,- IN THE OPEN POSITION .>• _II'HEARSAY WRITTEN PERMISSION OF ION DEVELOPER, LLC ' PERMANENT DIRECTORY TO BE LOCATED AT EQUIPMENT CONTAINING OVERCURRENT LWARNING C DEVICES IN CIRCUTS SUPPLYING POWER TO A /� L ] AT MAIN SERVICE EQUIPMENT DENOTING BCEP BUSBAR OR CONDUCTOR SUPPLIED FROM POWER TOMS THE LOCATION OF THE PV RAPID SHUTDTHI DUAL POWER SUPPLY MULTIPLE SOURCES. [NEC 705.12(C)] FRDNAROOFMOUNTED SOLAR ARRAY. MEANS SYSTEM DISCONNECTING YIDSHUTCERTIFIED lOLARARRAY RAPID SHUTDOWN DISCONNECT MEANS IF SOLAR ARRAY RAPID PV INSTALLATION SOURCES:UTILITY GRID AND DOWN DISCONNECT SWITCH IS NOT PV SOLAR ELECTRIC SYSTEM la LOCATED GROUPED AND WITHIN LINE OF SITE OF PROFESSIONAL MAIN SERVICE DISCONNECTING MEANS. SCOTT A. GURNEY [NEC 705.10, NEC 690.56(C)(I)] S•�r #PV-0117719-015866 ION WARNING" D PLACEDADJACENTTO SYSTEM PLUG ELL Q TYPE BREAKEETOR TO A BUSBAR FOR A LOADD 4801 N UNIVERSITY AVEE E#900 PROVO,UT SIDE CONNECTION. [NEC 705.12(6)(3)(2)] POWER SOURCE ®WARNING n PERMANENT DIRECTORY TO BE LOCATED 84604 [ OUTPUT PWERC SO ACTION [ AT SOLAR ARRAY RAPID SHUTDOWN 888.781.7074 POWER TO THIS BUILDING IS ALSO SWITCH DENOTING THE LOCATION OF I DO NOT RELOCATE THIS THE SERVICE EQUIPMENT LOCATION IF DAVID STANLEY CONRAD OVERCURRENT DEVICE SUPPLIED FROM MAIN DISTRIBUTION THE 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] U❑ ❑ o © © o on (E) UTILITY METER + © B❑ F❑120/2409 AC, 60HZ, 2 7 SINGLE PHASE (E)MAIN SERVICE PANEL COMBINER BOX N C. 1U riewwa"i AMMO ! N 3 ' Q u MM. w = I I N J U cz m �. sa n N J V) < AIMID®10 �� (N)PV AC DISCONNECT - O z Ct` Q co uJ . ,,,,�'�. w a z J d U AWARNING I— I— 1 O rn OIPSMXIMIPI Ct CE 0_ TO F—� DISCONNECT(S)SYSTEM O Q H O Q = Urn e TO LL J 'D ,(�°�� PV INVERTER — o a (n W Cr (N)PV BREAKER '" OUTPUT CIRCUITS) ui W N < C:N Lz z2 V) Q H- v v O J _ C7 t\ N Esc -mWAARNO EGO AWAIli1G- 15,71°�r- DRAWING BY ,.,_ ,, ROBERTO MONSALVO DATE 08-MAR-2023 111 PROJECT ID 0098KA ALL CAUTION, WARNING, OR DANGER SIGNS OR LABELS SHALL: SHEET NAME I, COMPLY WITH ANSI 2535.4-2011 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 A" (3MM). SHEET NUMBER REVISON E-9 0