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HomeMy WebLinkAboutAPPROVED SHOP DRAWINGSJob WE 505708 IFLO1 1-3-0� YPe i Floor 32 8t Lucie r,npnto 1z3 11 3x3 = 8I 9 1 tx3 II 3x3 = 3x6 FP= 11 1213 Scale =1 :27.7 e %1 ►/ _ 25 24i 23 22 21 20 19 45 = 3x3ii 1x3 II 3x5 = 45 = 5x9 = 1x3 II rlate unseis lx,r1-- Iz:u-1-u,tagel, 11 /:u-1-a,tagef LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.21 22-23 >974 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.51 I Vert(CT) -0.33 22-23 >602 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) -0:06 ' 18 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-S Weight: 95 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS(flat) end verticals. WEBS 2x4 SP No.2(flat) I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1075/0-3-0 (min. 0-1-8), 18=1075/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1528/0, 3-4_ 1493/0, 4-5=-1528/0, 5-6=-2929/0, 6-7= 2929/0, 7-8= 3689/0, 8-9- 3689/0, 9-10= 3661/0, 10-11= 3661/0, 11-12_ 2931/0, 12-13=-2931/0, 13-14=-2931/0, i4-15=-1527/0, 15-16- 1491/0, 16-17=-152710 BOT CHORD 25-26=0/2256, 24-25=0/3373, 23-24=0/3689, 22-23=0/3689, 21-22=0/3371, 20-21=0/2258 WEBS 3-26=-559/0, 2-26=0/1989, 16-20=-558/0, 17-20=0/1988, 14-20=-993/0, 5-26=-989/0, 14-21=0/916, 5-25=0/914, 11 -21 =-597/0, 7-25= 604/0, 11-22=0/394, 7-24=0/610, 9-22= 363/245 NOTES- I 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I SHOP DRAWING / SUBMITTAL REVIEW APPROVED APPROVED AS NOTED REVISE AND RESUBMIT ❑ REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDI TION OF HIS WORK WITH OTHER TRADES AND FULLCO PL f�E WITH CONTRAC DO UMENTS By: .� _ Date: ((9 Gc2 Architectonic Inc. i Fort Pierce, FL 34950 'S 4_^A Job I russ FI type Qty 16 ply 5_ 1 505708 FL02 oor Job Reference (optional) 8.200 s Nov 30 2017 ANTek Industries, Inc. Sun Feb 25 16:04:47 2018 Page 1 I D:JXVI WSHpPGLkauiJs3Cz9FziLQY-Gt TjBaCNQX? WTOtUSS?47dHcBHYpQ3pKciKEYHzhZIE 13-0 0�0� Scale =127.4 i 3x5 = 6x6 = 2x6 II 3x5 = 1x3 II 3x3 = 1x3 III 3x3 = 1x3 II 3x3 = 1x3 II 3x6 FP= 2x6 II 6x6 = 1 2 34 5 6 7 8 I 9 10 11 12 13 14 15 16 17 18 I O o a 27 26 25 24 23 22 21 20 19 1x3 II 5x9 = 45 = 3x3 = I US I I 3x5 = 4x5 = 5x9 = 1x3 11 16-6-0 Plate Offsets (X,Y)-- (2:0-1-8,Edgel, (17:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.20 22-23 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.32 22-23 >623 240 BCLL 0.0 Rep Stress ]nor YES WB 0.56 Horz(CT) -0.06 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 94 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP SS(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1064/0-3-0 (min. 0-1-8), 18=1064/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1511/0, 3-4=1476/0, 4-5=-1511/0, 5-6=-2889/0, 6-7=-2889/0, 7,-8=-3618/0, 8-9=-3618/0, 9-10=-3597/0, 10-11- 3597/0, 11-12- 2892/0, 12-13=-2892/0, 13-14=-2892/0, 14-15=1510/0, 15-16=-1475/0, 16-17- 1510/0 BOT CHORD 25-26=0/2229, 24-25=0/3321, 23-24=0/3618, 22-23=0/3618, 21-22=0/3319, 20-21=0/2230 WEBS 3-26=-555/0, 2-26=0/1967, 16-20=-554/0, 17-20=0/1966, 14-20=-979/0, 5-26=-975/0, 14-21=0/900, 5-25=0/898, 11-21=-581/0, 7-25=-587/0, 11-22=0/377, 7-24=0/576, 9-22= 338/243 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard