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HomeMy WebLinkAboutLA217940-APPROVED - 2023 supplemental documentation 17714 Fortune2 INVERTER OUTPUT CIRCUIT STRINGS SOURCE CIRCUIT CONDUCTOR AND CONDUIT SCHEDULE (DC) DESCRIPTION NOTESCOND FILLCONDUITGND SIZEWIRE TYPEWIRE SIZEFUSE (A)NOM WATTImp (A)Imax (A)Vmp (V)Vmax (V)# IN SERIESID IRONRIDGE XR100 RAILS WIRE TYPECONT. AC POWER (W) AC CONDUCTOR AND CONDUIT SCHEDULE DESCRIPTION ID NOM VAC MAX AMP O.C. SIZE WIRE SIZE CONDUITGND SIZE COND FILL NOTES SPEC NOTES [2] IRONRIDGE XR1000 UL LISTED RACKING ASSEMBLY USE GROUNDING METHODS PER MANUFACTURER'S INSTALLATION REQUIREMENTS. COPPER WIRE WILL GROUND ALL OTHER EQUIPMENT AND SHALL TERMINATE IN INVERTER CABINET. [3] NEMA3R JUNCTION BOX CONDUIT RUNS TO CONTAIN APPRORIATE EXPANSION JOINTS. COMBINING LOAD CENTER MICRO INVERTERS TO COMBINER DISCONNECT [6] #12 AWG DERATED FOR TEMP AND CONDUCTOR FILL = AMPACITY OF 20 AAC WITH 6 CCC, Vdrop = 0.69% FOR 100 FEET 240 20A #12 AWG THHN #12 AWG TBDB PARTIALLY FREE AIR ON ROOF - PV WIRE ONLY - BLACK AND RED WIRING DIAGRAM IS DIAGRAMMATIC ONLY AND DOES NOT REFLECT FIELD CONDITIONS. [1] [2] [3] [7] ENPHASE ENVOY MONITORING - WIRELESS CONNECTION TO ROUTER [5] ENPHASE MICRO INVERTER MAX OUTPUT CURRENT = 1.45A/MICRO, MAX SHORT CIRCUIT INPUT CURRENT = 15A, Vmax = 58VDC NEC (NATIONAL ELECTRIC CODE) 2020 REFERENCED [7] NA NA A NO LOADS TO BE SERVED BOND (N) EGC/GEC TO GROUNDGND LOADS200A MAIN BREAKER 240/120V 200A SERVICE 200A BUS BARNN200A MAIN (IV) (V) PV SYSTEM CONNECTED BI-DIRECTIONAL NET METER120/240VSINGLE PHASE 3 WIRE 200 AMP SELF CONTAINED WITH BYPASS LOAD LINE DAKOTA ELECTRIC AREA EPS - ALL LABELS WEATHERPROOF, DURABLE AND PERMANENTLY MOUNTED. NEC 2020 COMPLIANTSEE ATTACHED LABELING DETAILS NEC (NATIONAL ELECTRIC CODE) 2020 REFERENCED C (III)(II) AND READILY ACCESSIBLE VISIBLE BLADES, LOCKABLE CHD DG222NRB 2 POLE FUSIBLE DISCONNECT FUSED AT 70 AMPS 120/240 VAC PV SYSTEM UTILITY AC DISCONNECT POINT OF INTERCONNECTION (LINE SIDE CONNECTION WITH DUAL LUGS)THIS IS A SECONDARY INTERCONNECTION [5] ENVOY D E MICRO INVERTERS TO COMBINER DISCONNECT C 20A #12 AWG THHN #12 AWG TBD TBD [4] ROUTER 20 A 2 POLE BREAKERS BLAINE, MN 554499133 DAVENPORT ST NEBMAKI@LIVEWIREGUYS.COM612-749-3923ELECTRIC SERVICES, LLC.LIVE WIRE PROJECT NAME:B. MAKIDATE: 12-01-21REV: 01Laurie Johnson - (612) 987-3018 - lauriej@pcdevelopmint.comFarmington, MN, 5502417714 Fortune Trail240 NLOAD LINE PV PRODUCTIONMETER (VI)MILB U4801-XL-5T9120/240V SINGLE PHASE 3 WIRE 200 AMP SELF CONTAINEDWITH BYPASS ~1' TO UTILITY METERUTILITY OWNERSHIP [4] ENPHASE IQ7A-72-2-US MICRO INVERTERS (240V) GRID TIED - UL LISTED SINGLE PHASE MICRO INVERTERS, COMPLIES WITH UL1741 240 VAC SINGLE PHASE ENPHASE MICROINVERTERS - INVERTER'S COMPLY WITH UL 1741 [1] SILFAB 380 WATT MONOCRYSTALLINE MODULES, Vmpp = 38.88VDC, Impp = 9.79, Voc = 45.13, Isc = 10.50, Voc(temp) = 51.8 VDC@-28 deg C WITH MC4 COMPATIBLE CONNECTORS. DO NOT DISCONNECT CONNECTORS UNDER LOAD. #12 AWG PV #6 AWG SILFAB 380 WATT MODULES A 1 51.8 38.88 10.50 9.79 380TO IQ7A MICROINVERTER 15 12.564 KW AC SOLAR PV - ELECTRICAL SCHEMATIC DISTANCES BETWEEN EQUIPMENT (FT) (2) (2)(3)(4)(5) (3) (4) (5) 2 4 3 2 1 3 4 1 1 2 3 1 (6) (6) 1 1 2 1 1 1 2 1 1,745 7.3 3,141 13.1 REFERENCE POINT OF APPLICABILITY (RPA) DESIGN MEETS CURRENT NEC REQUIREMENTS THIS IS A SECONDARY INTERCONNECTION (9) ENPHASE MICROINVERTERS STRING 3 (11) ENPHASE MICROINVERTERS STRING 1 & 2 E D 240 THHN TBD +-+-+-+-+-+-+-+-+-+- SURGE ARRESTORMAIN LUG 240/120V 80A 80A BUS BAR +- -+-+-++--+ B + +- -+-+-++--++--+-++---+ + +- -+-+-++--++--+-++---+ (5) ENPHASE MICROINVERTERS STRING 4 ENPHASE COMBINER 3 E 240 THHN #6 AWG 1 GNDTBD3 COND AC NEUTRAL PASSES THROUGH FROM COMBINER TO SERVICE NEUTRAL 12,564 52.3 70A #4 AWG CUCOMBINER TO PV UTILITY AC DISCO AND UTILITY METERS MICRO INVERTERS TO COMBINER DISCONNECT 3,839 16.0 20A #12 AWG #12 AWG DUAL LUGS K4977EXT FOR INTERCONNECTION IN METER SOCKET Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 09/14/2023jnuetzman SPEC NOTES [1] 380 WATT PV MODULES AND MICROINVERTERS [2] PV UTILITY AC DISCONNECT NEMA 3R [4] MAIN LOAD CENTER 200 AMP MAIN BREAKER [5] UTILITY METER 90 120 150 180210 240 270 300 330 0 30 60 W E S N 80 70 50 4O 2010350 320 310 290 280 260 250 230 220 200 190 170 160 140 130 110 100 340 24/7 unescorted keyless access for main meter, pv utility disconnect and pv meter. 3 5 UNDERGROUND SERVICE - NO CLEARANCE ISSUES 2 [3] PV COMBINING SUB PANEL 4 PROJECT NAME: B. MAKI BLAINE, MN 55449 9133 DAVENPORT ST NEBMAKI@LIVEWIREGUYS.COM 612-749-3923ELECTRIC SERVICES, LLC. LIVE WIRE DATE: 09-12-23 REV: 02 Farmington, MN, 5502412.564 KW AC SOLAR PV - SITE DIAGRAM GALERY DR. ~125' WLaurie Johnson - (612) 987-3018 - lauriej@pcdevelopmint.com PV UTILITY AC DISCONNECT READILY ACCESSIBLE AND LOCKABLE 6 [6] SOLAR PRODUCTION METER FORTUNE TRAIL GAGE AVE ~450' W17714 Fortune Trail 1 1111 FORMOSA DR. ~280' S 2X4 ENGINEERED TRUSSES 24" O.C. 1 1 1111 1 1 111 3'4'-3"111111111111111111112X4 ENGINEERED TRUSSES 24" O.C. DETACHED GARAGE FIRE CODE SETBACK NOT REQUIRED 7 [7] SOLAR AC DISCONNECT SWITCH 1012 =5x8 =8x8 =10x12 =3x10 =3x4 =8x8 =1.5x4=5x6 =3x4 =3x10 =10x12 =8x8 =5x8 111 102 14 13 12 93 84 15 5 7 6 T2 T1T1 T2 B1 B2 W3 W4 W1 W1 W2W2 10-0-0 1-0-0 -1-0-0 1-0-0 25-0-0 2-4-15 14-4-15 2-4-15 12-0-0 2-8-13 9-7-1 2-8-13 17-1-12 3-0-1 6-10-4 3-0-1 20-1-13 3-10-3 24-0-0 3-10-3 3-10-3 6-10-4 6-10-4 6-10-4 24-0-0 10-3-8 17-1-1211-3-40-8-0 7-1-1210-8-0Scale = 1:63.9 Plate Offsets (X, Y): [3:0-4-0,0-4-8], [9:0-4-0,0-4-8], [12:0-3-8,0-7-0], [14:0-3-8,0-7-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.25 12-14 >999 240 MT20 197/144 Snow (Ps/Pg)32.2/50.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.37 12-14 >778 180 TCDL 15.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.02 10 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS Attic -0.10 12-14 >999 360 BCDL 10.0 Weight: 196 lb FT = 15% LUMBER TOP CHORD 2x6 SP 2400F 2.0E *Except* T1:2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1613/0-5-8, (min. 0-1-10), 10=1613/0-5-8, (min. 0-1-10) Max Horiz 2=-198 (LC 12) Max Grav 2=1950 (LC 29), 10=1950 (LC 30) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-151/300, 7-8=-1630/26, 8-9=-2546/0, 9-10=-2754/0, 2-3=-2755/0, 3-4=-2546/0, 4-5=-1630/26, 5-6=-151/300 BOT CHORD 2-14=0/2177, 13-14=0/1710, 12-13=0/1710, 10-12=0/2105 WEBS 8-12=0/1216, 4-14=0/1216, 5-15=-2028/28, 7-15=-2028/28, 3-14=-651/115, 9-12=-651/115 JOINT STRESS INDEX 2 = 0.47, 3 = 0.37, 4 = 0.38, 5 = 0.72, 6 = 0.79, 7 = 0.72, 8 = 0.38, 9 = 0.37, 10 = 0.47, 12 = 0.40, 13 = 0.87, 14 = 0.40 and 15 = 0.51 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -0-10-14 to 2-1-2, Interior (1) 2-1-2 to 9-0-0, Exterior(2R) 9-0-0 to 14-8-12, Interior (1) 14-8-12 to 21-10-14,Exterior(2E) 21-10-14 to 24-10-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=35.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=50.0 psf; Ps=32.2 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=0.93; Ct=1.10 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 34.6 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Ceiling dead load (10.0 psf) on member(s). 7-8, 5-15, 7-15, 4-5 10)Bottom chord live load (60.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)Attic room checked for L/360 deflection. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply GA1 10 1QTREC0787005Attic Job Reference (optional) Midwest Manufacturing, Eau Claire, WI Run: 8.61 S Aug 11 2022 Print: 8.610 S Aug 11 2022 MiTek Industries, Inc. Sat May 27 09:10:59 Page: 1 ID:AEhruMXU0LCmTTDTOl0JwdzEeqW-wRn?_49UtzF1McS06EF9GQVaJdRuQbQf7dtEvDzCLSA 1012 =5x8 =2x4 =2x6 =2x6 =8x8 =2x4 =2x6 =6x8 =2x4 =6x8 =1.5x4 =5x6 =2x4 =2x6 =2x4 =2x6 =8x8 =2x6 =2x4 =5x8 131 122 21 20 19 18 17 16 15 14 2827 3 11 4 10 5 9 22 6 8 7 T2 T1 T2 T1 B2 B3B1 W2 W3 W1W1ST2 ST1 ST2 ST1 10-0-0 1-0-0 -1-0-0 1-0-0 25-0-0 2-4-15 14-4-15 2-4-15 12-0-0 2-8-13 9-7-1 2-8-13 17-1-12 6-10-4 24-0-0 6-10-4 6-10-4 6-10-4 6-10-4 6-10-4 24-0-0 10-3-8 17-1-1211-3-40-8-0 7-1-1210-8-0Scale = 1:67.9 Plate Offsets (X, Y): [4:0-4-0,0-4-8], [10:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Ps/Pg)32.2/50.0 Lumber DOL 1.15 BC 0.07 Vert(CT)n/a -n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.00 12 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS BCDL 10.0 Weight: 192 lb FT = 15% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 24-0-0. (lb) -Max Horiz 2=-198 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 21 except 15=-716 (LC 21), 20=-716 (LC 21) Max Grav All reactions 250 (lb) or less at joint(s) 15, 20 except 2=666 (LC 22), 12=666 (LC 23), 14=551 (LC 30), 16=1281 (LC 6), 19=1281 (LC 5), 21=552 (LC 29) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-695/59, 3-27=-600/62, 3-4=-649/80, 4-5=-632/109, 5-6=-803/130, 6-7=-326/50, 7-8=-326/52, 8-9=-803/130, 9-10=-632/104, 10-11=-649/76, 11-28=-600/56, 12-28=-695/46 BOT CHORD 2-21=-50/461, 20-21=-35/461, 19-20=-35/459, 18-19=-35/458, 17-18=-35/458, 16-17=-35/458, 15-16=-35/459, 14-15=-35/461, 12-14=-35/461 WEBS 9-16=-519/95, 5-19=-519/100, 6-22=-265/129, 8-22=-265/129, 3-21=-268/105, 11-14=-268/106 JOINT STRESS INDEX 2 = 0.18, 3 = 0.38, 4 = 0.11, 5 = 0.38, 6 = 0.38, 7 = 0.25, 8 = 0.38, 9 = 0.38, 10 = 0.11, 11 = 0.38, 12 = 0.18, 14 = 0.26, 15 = 0.26, 16 = 0.26, 17 =0.12, 18 = 0.09, 19 = 0.26, 20 = 0.26, 21 = 0.26 and 22 = 0.51 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -0-10-14 to 2-1-2, Exterior(2N) 2-1-2 to 9-0-0, Corner(3R) 9-0-0 to 14-8-12, Exterior(2N)14-8-12 to 21-10-14, Corner(3E) 21-10-14 to 24-10-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-16; Pr=35.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=50.0 psf; Ps=32.2 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=0.93; Ct=1.10 5)Roof design snow load has been reduced to account for slope. 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 34.6 psf on overhangs non-concurrent with other live loads. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply GA1SE 2 1QTREC0787005Attic Supported Gable Job Reference (optional) Midwest Manufacturing, Eau Claire, WI Run: 8.61 S Aug 11 2022 Print: 8.610 S Aug 11 2022 MiTek Industries, Inc. Sat May 27 09:10:59 Page: 1 ID:eQFD5iY7nfKd5dngxTXYTqzEeqV-wRn?_49UtzF1McS06EF9GQVhYdVFQgyf7dtEvDzCLSA Continued on page 2 11)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 14,12, 2 except (jt=lb) 20=715, 15=715. 13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)Attic room checked for L/360 deflection. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply GA1SE 2 1QTREC0787005Attic Supported Gable Job Reference (optional) Midwest Manufacturing, Eau Claire, WI Run: 8.61 S Aug 11 2022 Print: 8.610 S Aug 11 2022 MiTek Industries, Inc. Sat May 27 09:10:59 Page: 2 ID:eQFD5iY7nfKd5dngxTXYTqzEeqV-wRn?_49UtzF1McS06EF9GQVhYdVFQgyf7dtEvDzCLSA 1012 =5x8 =8x8 =10x12 =3x10 =3x4 =8x8 =1.5x4 =5x6 =3x4 =3x10 =10x12 =8x8 =5x8 111 102 14 13 12 93 84 15 5 7 6 T2 T1 T1 T2 B1 B2 W3 W4 W1 W1 W2W2 10-0-0 1-0-0 -1-0-0 1-0-0 25-0-0 2-4-15 14-4-15 2-4-15 12-0-0 2-8-13 9-7-1 2-8-13 17-1-12 3-0-1 6-10-4 3-0-1 20-1-13 3-10-3 24-0-0 3-10-3 3-10-3 6-10-4 6-10-4 6-10-4 24-0-0 10-3-8 17-1-1211-3-40-8-0 7-1-1210-8-0Scale = 1:63.9 Plate Offsets (X, Y): [3:0-4-0,0-4-8], [9:0-4-0,0-4-8], [12:0-3-8,0-7-0], [14:0-3-8,0-7-0] Loading (psf)Spacing 4-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.25 12-14 >999 240 MT20 197/144 Snow (Ps/Pg)32.2/50.0 Lumber DOL 1.15 BC 0.38 Vert(CT)-0.37 12-14 >778 180 TCDL 15.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.02 10 n/a n/a BCLL 0.0*Code IRC2018/TPI2014 Matrix-MS Attic -0.10 12-14 >999 360 BCDL 10.0 Weight: 393 lb FT = 15% LUMBER TOP CHORD 2x6 SP 2400F 2.0E *Except* T1:2x6 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF Stud BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.)(Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 15REACTIONS(lb/size)2=3225/0-5-8, (min. 0-1-10), 10=3225/0-5-8, (min. 0-1-10) Max Horiz 2=-395 (LC 10) Max Grav 2=3899 (LC 27), 10=3899 (LC 28) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5510/0, 3-4=-5092/0, 4-5=-3260/49, 5-6=-302/599, 6-7=-302/599, 7-8=-3260/49, 8-9=-5092/0, 9-10=-5510/0 BOT CHORD 2-14=0/4356, 13-14=0/3421, 12-13=0/3421, 10-12=0/4213 WEBS 8-12=0/2432, 4-14=0/2432, 5-15=-4055/39, 7-15=-4055/39, 6-15=0/254, 3-14=-1305/230, 9-12=-1306/231 JOINT STRESS INDEX 2 = 0.47, 3 = 0.37, 4 = 0.38, 5 = 0.72, 6 = 0.74, 7 = 0.72, 8 = 0.38, 9 = 0.37, 10 = 0.47, 12 = 0.41, 13 = 0.88, 14 = 0.41 and 15 = 0.51 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 -2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 -2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 -1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design.4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL: ASCE 7-16; Pr=35.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=50.0 psf; Ps=32.2 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=0.93; Ct=1.10 6)Roof design snow load has been reduced to account for slope. 7)Unbalanced snow loads have been considered for this design. 8)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 34.6 psf on overhangs non-concurrent with other live loads. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Ceiling dead load (10.0 psf) on member(s). 4-5, 5-15, 7-15, 7-8 12)Bottom chord live load (60.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-1413)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Attic room checked for L/360 deflection. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply GGA1 1 2QTREC0787005Attic Girder Job Reference (optional) Midwest Manufacturing, Eau Claire, WI Run: 8.61 S Aug 11 2022 Print: 8.610 S Aug 11 2022 MiTek Industries, Inc. Sat May 27 09:11:00 Page: 1 ID:6dpbJ2ZlYySUjmMsVA2n?2zEeqU-OdLNCQA6eHOu_l1CgymOpe1ke1nf92goLHdnRgzCLS9 Job Truss Truss Type Qty Ply GGA1 1 2QTREC0787005Attic Girder Job Reference (optional) Midwest Manufacturing, Eau Claire, WI Run: 8.61 S Aug 11 2022 Print: 8.610 S Aug 11 2022 MiTek Industries, Inc. Sat May 27 09:11:00 Page: 2 ID:6dpbJ2ZlYySUjmMsVA2n?2zEeqU-OdLNCQA6eHOu_l1CgymOpe1ke1nf92goLHdnRgzCLS9 IQ8 Series Microinverters Our newest IQ8 Microinverters are the industry’s first microgrid-forming, software- defined microinverters with split-phase power conversion capability to convert DC power to AC power efficiently. The brain of the semiconductor-based microinverter is our proprietary application-specific integrated circuit (ASIC) which enables the microinverter to operate in grid-tied or off-grid modes. This chip is built in advanced 55nm technology with high speed digital logic and has super-fast response times to changing loads and grid events, alleviating constraints on battery sizing for home energy systems. Part of the Enphase Energy System, IQ8 Series Microinverters integrate with the Enphase IQ Battery, Enphase IQ Gateway, and the Enphase App monitoring and analysis software. IQ8 Series Microinverters redefine reliability standards with more than one million cumulative hours of power-on testing, enabling an industry-leading limited warranty of up to 25 years. Connect PV modules quickly and easily to IQ8 Series Microinverters using the included Q-DCC-2 adapter cable with plug-n-play MC4 connectors. IQ8 Series Microinverters are UL Listed as PV Rapid Shut Down Equipment and conform with various regulations, when installed according to manufacturer’s instructions. Easy to install • Lightweight and compact with plug-n-play connectors • Power Line Communication (PLC) between components • Faster installation with simple two-wire cabling High productivity and reliability • Produce power even when the grid is down • More than one million cumulative hours of testing • Class II double-insulated enclosure • Optimized for the latest high- powered PV modules Microgrid-forming • Complies with the latest advanced grid support • Remote automatic updates for the latest grid requirements • Configurable to support a wide range of grid profiles • Meets CA Rule 21 (UL 1741-SA) requirements © 2021 Enphase Energy. All rights reserved. Enphase, the Enphase logo, IQ8 microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. IQ8SE-DS-0001-01-EN-US-2021-10-19 DATA SHEET (1) The IQ8H-208 variant will be operating in grid-tied mode only at 208V AC. (2) No enforced DC/AC ratio. See the compatibility calculator at https://link.enphase.com/module-compatibility (3) Maximum continuous input DC current is 10.6A (4) Nominal voltage range can be extended beyond nominal if required by the utility. (5) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. IQ8 Series Microinverters INPUT DATA (DC)IQ8-60-2-US IQ8PLUS-72-2-US IQ8M-72-2-US IQ8A-72-2-US IQ8H-240-72-2-US IQ8H-208-72-2-US1 Commonly used module pairings2 W 235 – 350 235 – 440 260 – 460 295 – 500 320 – 540+295 – 500+ Module compatibility 60-cell/120 half-cell 60-cell/120 half-cell and 72-cell/144 half-cell MPPT voltage range V 27 – 37 29 – 45 33 – 45 36 – 45 38 – 45 38 – 45 Operating range V 25 – 48 25 – 58 Min/max start voltage V 30 / 48 30 / 58 Max input DC voltage V 50 60 Max DC current3 [module Isc] A 15 Overvoltage class DC port II DC port backfeed current mA 0 PV array configuration 1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC)IQ8-60-2-US IQ8PLUS-72-2-US IQ8M-72-2-US IQ8A-72-2-US IQ8H-240-72-2-US IQ8H-208-72-2-US Peak output power VA 245 300 330 366 384 366 Max continuous output power VA 240 290 325 349 380 360 Nominal (L-L) voltage/range4 V 240 / 211 – 264 208 / 183 – 250 Max continuous output current A 1.0 1.21 1.35 1.45 1.58 1.73 Nominal frequency Hz 60 Extended frequency range Hz 50 – 68 Max units per 20 A (L-L) branch circuit5 16 13 11 11 10 9 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid-tied power factor (adjustable)0.85 leading – 0.85 lagging Peak efficiency %97.5 97.6 97.6 97.6 97.6 97.4 CEC weighted efficiency %97 97 97 97.5 97 97 Night-time power consumption mW 60 MECHANICAL DATA Ambient temperature range -40ºC to +60ºC (-40ºF to +140ºF) Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD)212 mm (8.3”) x 175 mm (6.9”) x 30.2 mm (1.2”) Weight 1.08 kg (2.38 lbs) Cooling Natural convection – no fans Approved for wet locations Yes Acoustic noise at 1 m <60 dBA Pollution degree PD3 Enclosure Class II double-insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating NEMA Type 6 / outdoor COMPLIANCE Certifications CA Rule 21 (UL 1741-SA), UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according to manufacturer’s instructions. IQ8SE-DS-0001-01-EN-US-2021-10-19 rec Alphα® pure Black Series Product Specifications α experience performance 400 wp 20.3 w ft2 ELIGIBLE LEAD-FREE rohs cOMPLIANT www.recgroup.com Ref: PM-DS-12-01-Rev- A 03.21Founded in 1996, REC Group is an international pioneering solar energy company dedicated to empowering consumers with clean, affordable solar power. As Solar’s Most Trusted, REC is committed to high quality, innovation, and a low carbon footprint in the solar materials and solar panels it manufactures. Headquartered in Norway with operational headquarters in Singapore, REC also has regional hubs in North America, Europe, and Asia-Pacific. GR GR GR GR GR 1821±2.5 [71.7±0.1] 901 [35.5]460 [18.1]975±2.5 [38.4±0.1]1100 [43.3] 1200 [47.2] 30 [1.2] 22.5 [0.9] 671 ±3 [26.4 ±0.12] 11±0.2 [0.43±0.01]6.6±0.2 [0.26±0.01]20.5±0.5[0.8±0.02] 6.0±0.2 [0.24±0.01] 28 [1.1]1016±2.5 [40 ±0.1]17 [0.7]45 [1.8] Measurements in mm [in]Specifications subject to change without notice.CERTIFICATIONS WARRANTY LOW LIGHT BEHAVIOUR TEMPERATURE RATINGS* MAXIMUM RATINGS Irradiance (W/m²) Typical low irradiance performance of module at STC:Rel. Efficiency (%)Nominal Module Operating Temperature:44°C (±2°C) Temperature coefficient of PMAX:-0.26 %/°C Temperature coefficient of VOC:-0.24 %/°C Temperature coefficient of ISC:0.04 %/°C *The temperature coefficients stated are linear values Standard REC ProTrust Installed by an REC Certified Solar Professional No Yes Yes System Size All ≤25 kW 25-500 kW Product Warranty (yrs)20 25 25 Power Warranty (yrs)25 25 25 Labor Warranty (yrs)0 25 10 Power in Year 1 98%98%98% Annual Degradation 0.25%0.25%0.25% Power in Year 25 92%92%92% See warranty documents for details. Conditions apply ELECTRICAL DATA Product Code*: RECxxxAA Pure Black Power Output - PMAX (Wp) 385 390 395 400 405 Watt Class Sorting - (W)0/+5 0/+5 0/+5 0/+5 0/+5 Nominal Power Voltage - VMPP (V) 41.2 41.5 41.8 42.1 42.4 Nominal Power Current - IMPP (A) 9.35 9.40 9.45 9.51 9.56 Open Circuit Voltage - VOC (V) 48.5 48.6 48.7 48.8 48.9 Short Circuit Current - ISC (A) 9.99 10.03 10.07 10.10 10.14 Power Density (W/sq ft)19.3 19.6 19.8 20.1 20.3 Panel Efficiency (%) 20.8 21.1 21.3 21.6 21.9 Power Output - PMAX (Wp)293 297 301 305 309 Nominal Power Voltage - VMPP (V) 38.8 39.1 39.4 39.7 40.0 Nominal Power Current - IMPP (A) 7.55 7.59 7.63 7.68 7.72 Open Circuit Voltage - VOC (V) 45.7 45.8 45.9 46.0 46.1 Short Circuit Current - ISC (A) 8.07 8.10 8.13 8.16 8.19 Values at standard test conditions (STC: air mass AM 1.5, irradiance 10.75 W/sq ft (1000 W/m²), temperature 77°F (25°C), based on a production spread with a tolerance of PMAX, VOC & ISC ±3% within one watt class. Nominal module operating temperature (NMOT: air mass AM 1.5, irradiance 800 W/m², temperature 68°F (20°C), windspeed 3.3 ft/s (1 m/s). * Where xxx indicates the nominal power class (PMAX) at STC above. GENERAL DATA Cell type: 132 half-cut REC heterojunction cells with lead-free, gapless technology 6 strings of 22 cells in series Glass:0.13 in (3.2 mm) solar glass with anti-reflection surface treatment Backsheet:Highly resistant polymer (black) Frame:Anodized aluminum (black) Junction box:3-part, 3 bypass diodes, IP67 rated in accordance with IEC 62790 Connectors:Stäubli MC4 PV-KBT4/KST4, 12 AWG (4 mm²) in accordance with IEC 62852 IP68 only when connected Cable:12 AWG (4 mm²) PV wire, 43+ 47 in (1.1 + 1.2 m) accordance with EN 50618 Dimensions:71.7 x 40 x 1.2 in (1821 x 1016 x 30 mm) Weight:45 lbs (20.5 kg) Origin:Made in Singapore STC NMOT85 90 95 100 105 200100 300 400 500 600 700 800 900 1000 Operational temperature:-40 ... +185°F (-40 ... +85°C) Maximum system voltage:1000 V Maximum test load (front): + 7000 Pa (146 lbs/sq ft)* Maximum test load (rear):- 4000 Pa (83.5 lbs/sq ft)* Max series fuse rating:25 A Max reverse current:25 A * See installation manual for mounting instructions. Design load = Test load / 1.5 (safety factor) Product SPECIFICATIONS REC ALPHA PURE BLACK SERIEs > Product SPECIFICATIONS IEC 61215:2016, IEC 61730:2016, UL 61730 (Pending) ISO 14001:2004, ISO 9001:2015, OHSAS 18001:2007, IEC 62941 17714 Fortune Trail (#1227909)pitched roof 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 Page 1 of 7Last updated by Ben Maki on 09/12/23 07:24 AM System Weight Total system weight 1,184.4 lbs Weight/attachment 15.8 lbs Racking weight 280.6 lbs Distributed weight 2.9 psf Load Assumptions Wind exposure B Wind speed 115 mph Ground snow load 50 psf Attachment spacing landscape 4.0' Project Details Name 17714 Fortune Trail Date 09/12/2023 Location 17714 Fortune Trail, Farmington, MN 55024 Total modules 20 Module REC Solar: REC400AA Pure (30mm)Total watts 8,000 Dimensions Dimensions: 71.69" x 40.0" x 1.18" (1821.0mm x 1016.0mm x 30.0mm)Attachments 75 ASCE 7-10 Rails per row 2 Roof Information Roof Material Family Comp Shingle Roof material Comp Shingle Building height 30 ft Roof attachment Flashfoot2 Staggered attachments Yes Roof slope 39 °Attachment hardware Square Risk category II Specific gravity 0.42 Span Details XR100 - Landscape Zone Max span Max cantilever 1 8' 3"3' 2 8' 3"3' 3 8' 3"3' 17714 Fortune Trail (#1227909)pitched roof 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 Page 2 of 7Last updated by Ben Maki on 09/12/23 07:24 AM Reaction Forces XR100 - Landscape Zone Uplift (PSF) Down (lbs) Uplift (lbs)Lateral Par (lbs)Lateral Perp (lbs) 1 11.8 121 70 68 1 2 14.2 121 86 68 1 3 14.2 121 86 68 1 17714 Fortune Trail (#1227909)pitched roof 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 Page 3 of 7Last updated by Ben Maki on 09/12/23 07:24 AM Roof Section 1 Details Weights Panels: 20 Provided rail: 280' [20 x 168"]Total weight: 1,184.4 lbs Rail orientation: East-West Attachments: 75 Weight/attachment: 15.8 lbs Panel orientation: Landscape Splices: 10 Total Area: 405.6 sq ft Entry type: Graphical Clamps: 30 Distributed weight: 2.9 psf Diagram Segments Identifier Columns Row length Rail length Cantilever Rail Attachments Splices Clamps A 4 24' 2"24' 2"1"56' [4 x 168"]15 2 6 Row segment totals (x 5) →280' [20 x 168"]75 10 30 24'16' 10" 17714 Fortune Trail (#1227909)pitched roof 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 Page 4 of 7Last updated by Ben Maki on 09/12/23 07:24 AM Side View (landscape) 39° BUILDING STRUCTURE ROOF MEMBRANE FLASHFOOT2 RAIL PV MODULE Front View (landscape) ATTACHMENT SPAN 4.0’ BUILDING STRUCTURE ROOF MEMBRANE FLASHFOOT2 RAIL PV MODULE 17714 Fortune Trail (#1227909)pitched roof 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 Page 5 of 7Last updated by Ben Maki on 09/12/23 07:24 AM Splice Details INTERNAL SPLICE SIDE-FACING SLOT TOP-FACING SLOT XR100 XR100 RAIL BONDING SPRING XR100 INTERNAL SPLICE Splice Connection Clamp Detail Mid Clamp, Plan UNIVERSAL FASTENING OBJECT PV MODULE FRAME Mid Clamp, Front RAIL PV MODULE FRAME UNIVERSALFASTENINGOBJECT PV MODULEFRAME RAIL CAMO CAMO End Clamp, Plan CAMO RAIL CAMO End Clamp, Front PV MODULEFRAME FlashFoot2 Detail 12" 8" Plan View 1 34 " 38 " Side Vie w Perspective View 1 3 4 " 3 38 " 14 " Front View 17714 Fortune Trail (#1227909)pitched roof 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 Page 6 of 7Last updated by Ben Maki on 09/12/23 07:24 AM Grounding Diagram * Grounding Lugs and Wire are not required in systems using Enphase microinverters. UFO Clamp Fault Current Ground Path Min 10 AWG Copper Wire * Grounding Lug * Bonded Splice (Rail Connection) 17714 Fortune Trail (#1227909)pitched roof 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545 Page 7 of 7Last updated by Ben Maki on 09/12/23 07:24 AM Bill of Materials Part Spares Total Qty Rails & Splices XR-100-168B XR100, Rail 168" Black 0 20 XR100-BOSS-01-M1 Bonded Splice, XR100 0 10 Clamps & Grounding UFO-CL-01-B1 Universal Module Clamp, Black 0 30 CAMO-01-M1 Hidden End Cam (universal clamp)0 20 XR-LUG-03-A1 Grounding Lug, Low Profile 0 5 Attachments FF2-02-B2 FlashFoot2, Black 0 75 BHW-SQ-02-A1 Square-Bolt Bonding Hardware 0 75 © 2022 IRONRIDGE, INC. VERSION 3.8 FLUSH MOUNT INSTALLATION MANUAL - 3 ATTACHMeNTS BONDING HARDWARe TORQUe VALUeS Please refer to each attachment's individual section for full details on all torque values and instructions. ☐3/8" Bonding Hardware Nuts (7/16" Socket): 250 in-lbs ☐All Tile Hook Carriage Bolts (7/16" Socket): 132 in-lbs ☐Flat Roof Attachment Nuts (9/16” Socket): 250 in-lbs ☐Lynx Set Screw (3/16" Hex Drive): 150 in-lbs ☐Lynx Flange Nut (1/2" Socket): 150 in-lbs ➢If using previous version of Integrated Grounding Mid Clamps, end Clamps, expansion Joints and for a list of approved 3rd party components please refer to Alternate Components Addendum (Version 1.9) ATTACHMeNTS QM L-MountFlashVue QM Quick Hook and Flashing (optional)QM QBase Tile A A B B C C D D E E F F 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 All Tile Hook and Flashing (optional) FlashFoot2 COMPOSITION SHINGLe TILe QM Tile Replacement QM Classic Comp MountQM QBase QM QBase MountFlat Roof Attachment LOW SLOPe ROOF QM Classic Mount Shake QM Qbase Shake - Slate - Metal Shingle ADDITIONAL ROOF TYPeS PRe-INSTALLATION ☐Verify module compatibility. See Page 21 for info. TOOLS ReQUIReD ☐Cordless Drill (non-impact) ☐Impact Driver (for lag bolts) ☐Torque Wrench (0-250 in-lbs) ☐7/16” Socket ☐1/2" Socket ☐9/16" Socket ☐7/32" Drill Bit ☐3/8" Socket ☐1/8" Drill Bit ☐1/4" Drill Bit ☐T30 Bit ☐Channel Lock Pliers ☐#3 Phillips Bit ☐ 3/16" Hex Bit QM Lynx Metal Roof Attachment QM Tile Conduit Penetration Knockout Tile HUG (Halo UltraGrip) © 2022 IRONRIDGE, INC. VERSION 3.8 FLUSH MOUNT INSTALLATION MANUAL - 4 COMPONeNTS BONDING HARDWARe TORQUe VALUeS Please refer to each attachment's individual section for full details on all torque values and instructions. ☐Universal Fastening Object (7/16" Socket): 80 in-lbs ☐Rail Grounding Lug Nut (7/16" Socket): 80 in-lbs ☐Module Grounding Lug ☐Grounding Nut (7/16" Socket): 60 in-lbs ☐Grounding Lug Terminal Screws (7/16" Socket): 20 in-lbs ☐Microinverter Kit Nuts (7/16" Socket): 80 in-lbs ☐Frameless Module Kit Nuts (7/16" Socket): 80 in-lbs ☐3/8" Bonding Hardware Nuts (7/16" Socket): 250 in-lbs ☐Contour Clamp (T-30 Torx Bit): 80 in-lbs ➢Unless otherwise noted, all components have been evaluated for multiple use. They can be uninstalled and reinstalled in the same or new location. COMPONeNTS XR Rail UFO and Stopper Sleeve (30-46MM)CAMO Rail Grounding Lug 8" Bonding JumperSingle Use Only End Cap JAYBOX 3/8" Bonding HardwareMicroinverter Kit Frameless Module KitFrameless End/Mid Clamp QM Classic Conduit Comp Mount QM Tile Conduit Mount PRe-INSTALLATION ☐Verify module compatibility. See Page 21 for info. TOOLS ReQUIReD ☐Cordless Drill (non-impact) ☐Impact Driver (for lag bolts) ☐Torque Wrench (0-250 in-lbs) ☐7/16” Socket ☐1/2" Socket ☐9/16" Socket ☐7/32" Drill bit ☐1/8" Drill bit ☐1/4" Drill bit ☐T30 Torx Bit ☐Channel Lock Pliers ☐#3 Phillips Bit ☐Paddle Bit Ironridge L-Foot and QM L-Foot BOSS Module Grounding Lug Wire Clip Contour Trim Contour Clamp QM Composition Conduit Penetration Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3 8-27 121 109 87 100 100 87 84 84 84 83 83 83 76 76 76 72 72 72 64 64 64 59 59 59 55 55 55 52 52 52 50 50 50 48 48 48 48 48 4828-45 118 118 118 98 98 98 84 84 84 83 83 83 76 76 76 72 72 72 67 67 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 8-27 121 104 83 100 100 83 84 84 83 83 83 83 76 76 76 72 72 72 64 64 64 59 59 59 55 55 55 52 52 52 50 50 50 48 48 48 48 48 4828-45 114 114 114 98 98 98 84 84 84 83 83 83 76 76 76 72 72 72 67 67 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 498-27 121 100 80 100 100 80 84 84 80 83 83 80 76 76 76 72 72 72 64 64 64 59 59 59 55 55 55 52 52 52 50 50 50 48 48 48 48 48 48 28-45 111 110 110 98 98 98 84 84 84 83 83 83 76 76 76 72 72 72 67 67 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 498-27 118 92 74 100 92 74 84 84 74 83 83 74 76 76 74 72 72 72 64 64 64 59 59 59 55 55 55 52 52 52 50 50 50 48 48 48 48 48 48 28-45 105 103 103 97 97 97 84 84 84 83 83 83 76 76 76 72 72 72 67 67 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 8-27 115 85 68 100 85 68 84 84 68 83 83 68 76 76 68 72 72 68 64 64 64 59 59 59 55 55 55 52 52 52 50 50 50 48 48 48 48 48 4828-45 100 96 96 96 96 96 82 82 82 81 81 81 75 75 75 72 72 72 67 67 67 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 49 8-27 107 79 64 100 79 64 84 79 64 83 79 64 76 76 64 72 72 64 64 64 64 59 59 59 55 55 55 52 52 52 50 50 50 48 48 48 48 48 4828-45 96 90 90 91 90 90 80 80 80 79 79 79 74 74 74 72 72 72 65 65 65 64 64 64 59 59 59 56 56 56 53 53 53 51 51 51 49 49 498-27 101 74 60 100 74 60 84 74 60 83 74 60 76 74 60 72 72 60 64 64 60 59 59 59 55 55 55 52 52 52 50 50 50 48 48 48 48 48 48 28-45 90 85 85 88 85 85 78 78 78 77 77 77 72 72 72 68 68 68 64 64 64 61 61 61 58 58 58 56 56 56 53 53 53 51 51 51 49 49 49 8-27 96 72 55 96 72 55 83 72 55 82 72 55 75 72 55 72 72 55 64 64 55 59 59 55 55 55 55 52 52 52 50 50 50 48 48 48 48 48 48 28-45 86 80 80 85 80 80 76 76 76 75 75 75 72 72 72 66 66 66 64 64 64 60 60 60 58 58 58 55 55 55 53 53 53 51 51 51 49 49 49 8-27 90 66 48 90 66 48 82 66 48 81 66 48 74 66 48 69 66 48 64 64 48 59 59 48 55 55 48 52 52 48 50 50 48 48 48 48 48 48 4828-45 82 76 76 82 76 76 74 74 74 73 73 73 69 69 69 65 65 65 64 64 64 59 59 59 57 57 57 55 55 55 53 53 53 51 51 51 49 49 49 = min 72" span = min 64" span = min 48" span *= Note: additional installation requirement for CAMO module clamp. See Note 12 on Page 3 for details.REV 03/05/2021 = Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded. See Note 10 on page 2 for details. 80 psf* 110 mph115 mph120 mph 180 mph 130 mph140 mph150 mph160 mph170 mph 90 psf* Rail: XR100 Flush Mount System Span Table (inches) - Portrait or Landscape Installation Max Module Length: 78.5", Max Module SF: 24 SF Exposure B Wind Speed (mph) Roof Slope (deg.) Ground Snow: 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 120 psf*100 psf*110 psf*60 psf 70 psf*