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HomeMy WebLinkAbout1512 W 13th Pl 04-1371 (roof truss)-0b - Truss Truss Type Qty Ply Mt. Olive Fire Baptized Holiness Church 7478 A01 ROOF TRUSS 2 1 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 (optional) Structural Solutions & Supply, Altamonte Springs, FL 32714, (AF) 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue•Feb 17 11:42:00 2004 Page 1 T1-4-0 17-0-0 34-0-0 1-4-0 17-0-0 17-0-0 1=4 A Scale = 1:68.6 6.00 12 4x6 = fim 3x4 = 38 37 36 35 343 32 31 30 29 28 226 25 24 23 22 3x4 = 3x4 = 3x4 = LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-30 REACTIONS (Ib/size) 2=214/34-0-0, 33=10/34-0-0, 30=148/34-0-0, 31=160/34-0-0, 32=158/34-0-0, 34=151/34-0-0, 35=160/34-0-0, 36=164/34-0-0, 37=144/34-0-0, 38=209/34-0-0, 29=160/34-0-0, 28=158/34-0-0, 26=151/34-0-0, 25=160/34-0-0, 24=164/34-0-0, 23=144/34-0-0, 22=209/34-0-0, 27=10/34-0-0, 20=214/34-0-0 Max Hor72=229(load case 4) Max Uplift2=-70(load case 2), 3,=-81 (load case 4), 32=-98(load case 4), 34=-96(load case 4), 35=-92(load case 4), 36=-92(load case 4), 37=-94(load case 4), 38=-96(load case 4), 29=75(load case 5), 28=-100(load case 5), 26=-96(load case 5), 25=-92(load case 5), 24=-92(load case 5), 23=-94(load case 5), 22=-95(load case 5), 20=-99(load case 5) Max Grav2=214(load case 1), 33=10(load case 1), 30=199(load case 5), 31=164(load case 6), 32=158(load case 1), 34=151(load case 6), 35=160(ioad case 1), 36=164(load case 6), 37=144(load case 6), 38=210(load case 6), 29=164(load case 7), 28=158(load case 1), 26=151(load case 7), 25=160(load case 1), 24=164(load case 7), 23=144(load case 7), 22=210(load case 7), 27=10(load case 1), 20=214(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2-3=25, 3-4=-45, 4-5=-40, 5-6=-14, 6-7=-41, 7-8=-41, 8-9=-41, 9-10=41, 10-11=-41, 11-12=41, 12-13=41, 13-14=-41, 14-15=-41, 15-16=41, 16-17=-14, 17-18=-40, 18-19=45, 19-20=-57, 20-21=36 BOT CHORD 2-38=13, 37-38=13, 36-37=13, 35-36=13, 34-35=13, 33-34=13, 32-33=13, 31-32=13, 30-31=13, 29-30=13, 28-29=13, 27-28=13, 26-27=13, 25-26=13, 24-25=13, 23-24=13, 22-23=13, 20-22=13 WEBS 11 -30= -108,10 -31=-120,9-32=-120,8-34=-120,7-35=-119,6-36=-123,4-37=-109, 3-38=-155, 12-29=-120,13-28=-120, 14-26=-120,15-25=-119, 16-24=-123, 18-23=-109,19-22=-155 �tV1 `� Clry � r?" wee 011 t 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail` 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ib uplift at joint 2, 81 Ib uplift at joint 31, 98 Ib uplift at joint 32, 96 Ib uplift at joint 34, 92 Ib uplift at joint 35, 92 Ib uplift at joint 36, 94 Ib uplift at joint 37, 96 Ib uplift at joint 38, 75 Ib uplift at joint 29, 100 Ib uplift at joint 28, 96 Ib uplift at joint 26, 92 Ib uplift at joint 25, 92 Ib uplift at joint 24, 94 Ib uplift at joint 23, 95 Ib uplift at joint 22 and 99 Ib uplift at joint 20. Continued on page 2 FEB Y 8 2004 18243 34-M 34-0-0 Plate Offsets (X,Y): (2:0 -0-0,0-0-0),[3:0-0-0,0-0-0],[4:0-0-0,0-0-0],[5:0-0-0,0-0-0], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0],[8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-0-0,0-0-0].[11:0-0-0,0-0-0], [12:0-0-0,0-0-01 [13:0-0-0,0-0-01, [14:0-0-0,0-0-0],[15:0-0-0,0-0-0], [16:0-0-0,0-0-0],[17:0-0-0,0-0-0], [18:0-0-0,0-0-01,[19:0-0-0,0-0-01, [20:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 20 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 214 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-30 REACTIONS (Ib/size) 2=214/34-0-0, 33=10/34-0-0, 30=148/34-0-0, 31=160/34-0-0, 32=158/34-0-0, 34=151/34-0-0, 35=160/34-0-0, 36=164/34-0-0, 37=144/34-0-0, 38=209/34-0-0, 29=160/34-0-0, 28=158/34-0-0, 26=151/34-0-0, 25=160/34-0-0, 24=164/34-0-0, 23=144/34-0-0, 22=209/34-0-0, 27=10/34-0-0, 20=214/34-0-0 Max Hor72=229(load case 4) Max Uplift2=-70(load case 2), 3,=-81 (load case 4), 32=-98(load case 4), 34=-96(load case 4), 35=-92(load case 4), 36=-92(load case 4), 37=-94(load case 4), 38=-96(load case 4), 29=75(load case 5), 28=-100(load case 5), 26=-96(load case 5), 25=-92(load case 5), 24=-92(load case 5), 23=-94(load case 5), 22=-95(load case 5), 20=-99(load case 5) Max Grav2=214(load case 1), 33=10(load case 1), 30=199(load case 5), 31=164(load case 6), 32=158(load case 1), 34=151(load case 6), 35=160(ioad case 1), 36=164(load case 6), 37=144(load case 6), 38=210(load case 6), 29=164(load case 7), 28=158(load case 1), 26=151(load case 7), 25=160(load case 1), 24=164(load case 7), 23=144(load case 7), 22=210(load case 7), 27=10(load case 1), 20=214(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=36, 2-3=25, 3-4=-45, 4-5=-40, 5-6=-14, 6-7=-41, 7-8=-41, 8-9=-41, 9-10=41, 10-11=-41, 11-12=41, 12-13=41, 13-14=-41, 14-15=-41, 15-16=41, 16-17=-14, 17-18=-40, 18-19=45, 19-20=-57, 20-21=36 BOT CHORD 2-38=13, 37-38=13, 36-37=13, 35-36=13, 34-35=13, 33-34=13, 32-33=13, 31-32=13, 30-31=13, 29-30=13, 28-29=13, 27-28=13, 26-27=13, 25-26=13, 24-25=13, 23-24=13, 22-23=13, 20-22=13 WEBS 11 -30= -108,10 -31=-120,9-32=-120,8-34=-120,7-35=-119,6-36=-123,4-37=-109, 3-38=-155, 12-29=-120,13-28=-120, 14-26=-120,15-25=-119, 16-24=-123, 18-23=-109,19-22=-155 �tV1 `� Clry � r?" wee 011 t 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail` 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ib uplift at joint 2, 81 Ib uplift at joint 31, 98 Ib uplift at joint 32, 96 Ib uplift at joint 34, 92 Ib uplift at joint 35, 92 Ib uplift at joint 36, 94 Ib uplift at joint 37, 96 Ib uplift at joint 38, 75 Ib uplift at joint 29, 100 Ib uplift at joint 28, 96 Ib uplift at joint 26, 92 Ib uplift at joint 25, 92 Ib uplift at joint 24, 94 Ib uplift at joint 23, 95 Ib uplift at joint 22 and 99 Ib uplift at joint 20. Continued on page 2 FEB Y 8 2004 18243 v Truss Truss Type Qty Ply Mt. Olive Fire Baptized Holiness Church 1 i 7478 A01 ROOF TRUSS 2 1 (optional) T.... -I 11 11-Ao•nn 9nnA Dann 7 Structural Solutions & Supply, Altamonte Springs, t•l_ 32n4, (Ar) y.ZV I OM I s rvuv io 4000 JVJJ I ON 111vu-11G , LOAD CASE(S) Standard FEB Y 8 2004 18243 7478 1 A0 I ROOF TRUSS 16 R1 s Nov 16 2000 MiTelc Industries, Inc. Tue Feb 17 11:42:01 T1-4-0 6-0-0 12-0-0 17-0-0 22-2-0 28-1-034-0-0_ 35-4-Q 1-4-0 6-0-0 6-0-0 5-0-0 5-2-0 5-11-0 5-11-0 1-4-0 4x6 = 6.00 12 2x4 = V65 15 14 13 12 3x4 = 2x4 II 10x12 = 10x12 = 2x4 II LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 *Except* 62 2 X 8 SYP NoA D WEBS 2 X 4 SYP No.3 *Except* W4 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=707/0-8-0, 14=1214/0-4-0, 13=1213/0-4-0, 10=700/0-8-0 Max Horz2=-148(load case 5) Max Uplift2=-124(load case 4), 14=-57(load case 4), 13=-230(load case 5), 10=-285(load case 5) Max Grav2=707(load case 1), 14=1225(load case 7), 13=1220(load case 8), 10=700(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=-906, 3-4=-449, 4-5=-461, 5-6=-324, 6-7=-322, 7-8=-464, 8-9=-447, 9-10=-892, 10-11=37 BOT CHORD 2-15=733, 14-15=734, 13-14=343, 12-13=723, 10-12=721 WEBS 3-15=64, 3-14=-449, 9-13=-436, 9-12=61, 4-14=-482, 8-13=-487, 5-16=-54, 7-16=-54, 6-16=27 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16 4) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 2, 57 Ib uplift at joint 14, 230 Ib uplift at joint 13 and 285 Ib uplift at joint 10. LOAD CASE(S) Standard FEB 1 8 2004 18240 r Scale = 1:68. 6-0-0 12-0-0 22-2-0 28-1-0 34-0-0 6-0-0 6-0-0 10-2-0 5-11-0 5-11-0 Plate Offsets (X Y): [3:0-3-0.0-3-01, [9:0-3-0,0-3-01, [13.0-3 8 Edgel [14.0 3 8 Edge — 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/defl PLATES GRIP :BCLLSPACING Lumber Increase 1.25 TC 0.34 BC 0.57 Vert(LL) Vert(TL) -0.15 13-14 -0.19 13-14 >831 >666 .1120 249/190 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 10 n/a Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 181 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 *Except* 62 2 X 8 SYP NoA D WEBS 2 X 4 SYP No.3 *Except* W4 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=707/0-8-0, 14=1214/0-4-0, 13=1213/0-4-0, 10=700/0-8-0 Max Horz2=-148(load case 5) Max Uplift2=-124(load case 4), 14=-57(load case 4), 13=-230(load case 5), 10=-285(load case 5) Max Grav2=707(load case 1), 14=1225(load case 7), 13=1220(load case 8), 10=700(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=-906, 3-4=-449, 4-5=-461, 5-6=-324, 6-7=-322, 7-8=-464, 8-9=-447, 9-10=-892, 10-11=37 BOT CHORD 2-15=733, 14-15=734, 13-14=343, 12-13=723, 10-12=721 WEBS 3-15=64, 3-14=-449, 9-13=-436, 9-12=61, 4-14=-482, 8-13=-487, 5-16=-54, 7-16=-54, 6-16=27 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16 4) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 2, 57 Ib uplift at joint 14, 230 Ib uplift at joint 13 and 285 Ib uplift at joint 10. LOAD CASE(S) Standard FEB 1 8 2004 18240 r Scale = 1:68. 78 M Y 0 A03 8S ROOF TRUSS 24 6 2000 MiTek Industries, Inc. Tue Feb 17 11:4 r1 -4-q. 5-8-0 11-4-0 17-0-0 22-8-0 28-4-0 34-0-0 35-4-0 1-4-0 5-8-0 5-8-0 5-8-0 5-8-0 5-8-0 5-8-0 1-4-0 Scale = 1:63.2 4x6 = 6.00F12 6x8 LUMBER TOP CHORD 2 X 4 SYP No.1 D BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1437/0-8-0, 8=1437/0-8-0 Max Horz 2=-227(load case 5) Max Uplift2=-540(load case 4), 8=-540(load case 5) BRACING TOP CHORD Sheathed or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4113, 3-4=-3832, 4-5=-2791, 5-6=-2791, 6-7=-3832, 7-8=-4113, 8-9=17 BOT CHORD 2-12=3709, 11-12=3285, 10-11=3285, 8-10=3709 WEBS 3-12=-179, 4-12=400, 4-11=-718, 5-11=2157, 6-11=-718, 6-10=400, 7-10=-179 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540 Ib uplift at joint 2 and 540 Ib uplift at joint 8. LOAD CASE(S) Standard FEB 18 2004 18243 8-6-0 17-0-0 25-6-0 34-0-0 8-6-0 8-6-0 8-6-0 8-6-0 Plate Offsets (X Y): (2:0-4-9 Edoel f3:0-3-0 0-3-01 f7:0-3 0 0 3 ul 18:0-4 9 Edoel [1010-3-0,0-34], [12:0-3-0,0-3-41 LOADING(psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 7BC Vert(LL) Vert(TL) 0.35 11 -0.76 11-12 >999 >525 M1120 249/190 BCLL 0.0 Rep Stress Incr YES Horz(TL) 0.51 8 n/a BCDL 10.0 Code FBC20011st LC LL Min I/dell = 360 Weight: 163 Ib LUMBER TOP CHORD 2 X 4 SYP No.1 D BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1437/0-8-0, 8=1437/0-8-0 Max Horz 2=-227(load case 5) Max Uplift2=-540(load case 4), 8=-540(load case 5) BRACING TOP CHORD Sheathed or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4113, 3-4=-3832, 4-5=-2791, 5-6=-2791, 6-7=-3832, 7-8=-4113, 8-9=17 BOT CHORD 2-12=3709, 11-12=3285, 10-11=3285, 8-10=3709 WEBS 3-12=-179, 4-12=400, 4-11=-718, 5-11=2157, 6-11=-718, 6-10=400, 7-10=-179 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540 Ib uplift at joint 2 and 540 Ib uplift at joint 8. LOAD CASE(S) Standard FEB 18 2004 18243 7478 < A04 Structural Solutions & —Supply, Alta., T 1,- 1-4-0 5-8-0 ----- -Jr- ROOF TRUSS 11-4-( 5-8-0 6.00 ri2 1--V1 OKI s NOV 16 2000 MiTek Industries, Inc. Tue Feb 17 11:42:03 2004 Page 1 17-0-0 22-8-0 28-4-0 5-8-034-0--0 35-4_0 5-8-0 5-8-0 5-8-0 1-4-0 Scale = 1:68.6 4x6 = 5 3x4 = � 11 10 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = a -o -u 10-2-0, 17-0-0 25-6-0 25 1 -0 34-0-0 8-6-0 1-8-0 6-10-0 Plate Offsets (A—,YY : 3:0-3-0,0-3-0 , 7:0-3-0,0-3-0 8-" 0-4-0 8-2-0 LOADING (psf) SPACING 2-0-T(T TCLL 20.0 Plates Increase 1.2CSI DEF in (loc) Ildefl PLATES TCDL 10.0 Lumber Increase 1,2C 0.30 Vert(LL) 0.16 8-10 >631 GRIP BCLL 0,0 BC 0.43 Vert(TL) -0.19 2-15 >606 MI120 249/190 BCDL Rep Stress Incr YESWB 0:89 Horz(TL) 0.03 10 n/a 10.0 Code FBC2001Matrix) 1st LC LL Min I/deft = 360 LUMBER Weight: 177 Ib TOP CHORD 2 X 4 SYP No.2 BRACING ------ BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-3-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: REACTIONS (Ib/size) 2=934/0.8-0, 10=1531/0-4-0,8=228/0-8-0, 14=182/0-4-0 6-0-0 oc bracing: 8-10. Max Horc2=144(load case 4) Max Uplift2=-239(load case 4), 10=-339(load case 5), 8=-246(load case 5), 14=-14(load case 4) Max Grav2=934(load case 1), 10=1531(load case 1), 8=298(load case 7), 14=182(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=37,2-3=-1337 3 -4= -1109,4 -5= -612,5 -6= -612,6 -7=511,7-8=250,8-9=37 -4=-1109,4-5=-612,5-6=-612,6-7=511,7-8=250 8-9=37 BOT CHORD 2-15=1136, 14-15=814, 13-14=814, 12-13=814, 11-12=156, 10-11=156, 8-10=-143 WEBS 3-15=-300, 4-15=244, 4-12=-473, 5-12=138, 6-12=460, 6-10=-1226, 7-10=-345 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 Ib uplift at joint 2, 339 Ib uplift at joint 10, 246 Ib uplift at joint 8 and 14 Ib uplift at joint 14. LOAD CASE(S) Standard FEB 1 S 2004 18243 pr— Truss CSI Truss Type PLATES GRIP Qty Ply Mt. Olive Fire Baptized Holiness Church 7478 A05 TCDL 10.0 ROOF TRUSS BC 0.68 13 1 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.09 8 n/a BCDL 10.0 Code FBC2001 (optional) Structural Solutions &.Supply, Altamonte Springs, FL 32714, (AF) 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Feb 17 11:42:04 2004 Page 1 1A -Q 5-8-0 11-4-0 17-0-0 22-8-0 28-4-0 34-0-0 35-4-Q �T 1-4-0 5-8-0 5-8-0 5-8-0 5-8-0 5-8-0 5-8-0 1-4-0 Max Horz 2=-144(load case 5) Scale = 1:68.6 4x6 = 6.00 12 5 3x6 = 14 13 12 11 10 3x6 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 8-6-0 17-0-0 25-6-0 34-0-0 8-6-0 8-6-0 8-6-0 8-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.10 12 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.33 10-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.09 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 177 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-10-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1437/0-8-0,8=1437/0-8-0 Max Horz 2=-144(load case 5) Max Uplift2=-293(load case 4), 8=-293(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=-2305, 3-4=-2079, 4-5=-1455, 5-6=-1455, 6-7=-2079, 7-8=-2305, 8-9=19 BOT CHORD 2-14=2029, 13-14=1694, 12-13=1694, 11-12=1694, 10-11=1694, 8-10=2029 WEBS 3-14=-238, 4-14=372, 4-12=-558, 5-12=961, 6-12=-558, 6-10=372, 7-10=-238 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category It, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 Ib uplift at joint 2 and 293 Ib uplift at joint 8. LOAD CASE(S) Standard FEB 18 2004 18243 7478 IA06 Truss ROOF TRUSS Springs, Ir SR1 s Ni Feb 17 11: T1 -4-q 5-8-0 114-0 17-0-0 22-8-0 284-0 34-0-0 35-4-0 1-4-0 5-8-0 5-8-0 5-8-0 5-8-0 5-8-0 5-8-0 1-4-0 Scale = 1:68.6 4x6 = 6.00 12 5 Jxv — 14 13 12 11 10 3x4 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 8-0-0 17-0-0 22-8-0 25-6-0 34-0-0 8-6-0 8-6-0 5-8-0 2-10-0 8-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) 0.15 8-10 >890 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.12 8-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.01 8 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 177 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS (Ib/size) 2=540/0-8-0, 12=1764/0-8-0, 11=48/0-8-0, 8=524/0-8-0 Max Horz2=-144(load case 5) Max Uplift2=-168(load case 4), 12=-393(load case 5), 8=-382(load case 5) Max Grav2=598(load case 6), 12=1764(load case 1), 11=51(load case 7), 8=582(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=37, 2-3=-549, 3-4=-300, 4-5=558, 5-6=558, 6-7=-256, 7-8=-506, 8-9=37 BOT CHORD 2-14=427, 13-14=-2, 12-13=-2, 11-12=-22, 10-11=-22, 8-10=391 WEBS 3-14=-319, 4-14=452, 4-12=-609, 5-12=-770, 6-12=-580, 6-10=408, 7-10=-324 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 9 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the interior roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 Ib uplift at joint 2, 393 Ib uplift at joint 12 and 382 Ib uplift at joint 8. LOAD CASE(S) Standard FEB 1 8 2004 13243 k structurai sotutlons is supply, Altamonte springs, r -L JZ114, tAr) q C)1 1-4-0 5-0-0 4.Zul JKl S NOV la ZUUU MI I eK Inaustrles, Inc. I ue reo it I C4z:uo zuu4 rage I 4x6 = 3 10-0-0 11-4-0 5-0-0 1-4-0 Scale = 1:22.8 " — 2x4 11 `�' Q 4-0 5-0-0 9-8-0 10-010 0-4-0 4-8-0 4-8-0 0-4-0 LOADING (psf) Truss Truss Type Qty Ply Mt. Olive Fire Baptized Holiness Church r77478 B01 COMMON 1 1 1.25 TC 0.26 Vert(LL) -0.01 6 >999 (optional) structurai sotutlons is supply, Altamonte springs, r -L JZ114, tAr) q C)1 1-4-0 5-0-0 4.Zul JKl S NOV la ZUUU MI I eK Inaustrles, Inc. I ue reo it I C4z:uo zuu4 rage I 4x6 = 3 10-0-0 11-4-0 5-0-0 1-4-0 Scale = 1:22.8 " — 2x4 11 `�' Q 4-0 5-0-0 9-8-0 10-010 0-4-0 4-8-0 4-8-0 0-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.02 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horc(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 44 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=481/0-4-0,4=481/0-4-0 Max Horz2=92(load case 4) Max Uplift2=-224(load case 4), 4=-224(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=18.2-3=-416,3-4=-416,4-5=18 BOT CHORD 2-6=368,4-6=368 WEBS 3-6=97 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 8 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 Ib uplift at joint 2 and 224 Ib uplift at joint 4. LOAD CASE(S) Standard FEB 18 2004 18243 1�. structurai 6owtions & supply, Altamonte springs, rL 32!14, (Ar) 4.21J1 sKl S NOV lb 2uuu. mi I eK Inaustnes, Inc. I ue reo it 11:4Z:UI ZUU4 rage i -1-4-0 5-0-0 10-M 11-4-0 1-4-0 5-0-0 5-0-0 1-4-0 Scale = 1:22.8 4x6 = 3 " " — 2x4 11 `"' 0-4-0 5-0-0 9-8-0 10-0,0 LOADING(psf) Truss Truss Type Qty Ply Mt. Olive Fire Baptized Holiness Church 747871 478 7 B02 COMMON 3 1 1.25 TC 0.26 Vert(LL) -0.01 6 >999 (optional) structurai 6owtions & supply, Altamonte springs, rL 32!14, (Ar) 4.21J1 sKl S NOV lb 2uuu. mi I eK Inaustnes, Inc. I ue reo it 11:4Z:UI ZUU4 rage i -1-4-0 5-0-0 10-M 11-4-0 1-4-0 5-0-0 5-0-0 1-4-0 Scale = 1:22.8 4x6 = 3 " " — 2x4 11 `"' 0-4-0 5-0-0 9-8-0 10-0,0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.02 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 40 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=481/0-4-0, 4=481/0-4-0 Max Horz 2=92(load case 4) Max Uplift2=-224(load case 4), 4=-224(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=18,2-3=-416,3-4=-416.4-5=18 BOT CHORD 2-6=368,4-6=368 WEBS 3-6=97 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 8 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure B ASCE 7-98 per FBC2001 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 Ib uplift at joint 2 and 224 Ib uplift at joint 4. LOAD CASE(S) Standard FEB 18 2004 18243