The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 16-00579 - Gorilla Performance New Buildingj Job SPACING 2-0-0 Plate Grp DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TPI2007 __1TrussTYpe Oty Ply DEFL. in Vert(LL) -1.23 Vert(TL) -1.98 Horz(TL) 0.47 Wind(LL) 0.73 floc) Udefl L/d PLATES GRIP N >604 360 MT20 220/195 M -N >376 240 MT20HS 165/146 J n/a n/a N >999 240 Weight: 4221b FT = 20% IiBMC (Truss (Mona filch P 1 WEST(IDAHO Sheathed or 2-3-9 oc purlins, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS Job Reference Rigid ceiling directly applied or 5-4-14 oc bracing. FALLS), IDAHO FALLS, ID 83402 WEBS Run 8088 00 s Jul 15 2016 16 Mion�_ Print 8 000 s Jul 15 2016 MiTek Industrie ,Inc. Sep 0115 2 Rows at 1/3 pts G -K W2,W16,W15: 2x6 DF 18001'1.6E or 2x6 DF Ss-- klu BkW2_01_6 ID:aTCsRsSQUwo6cb6-10-5 dAyilgD-RvR—dIRb22sw9H5Cg9kl2-5-12 10bBkQXxVpR[ Rr 7-9-12 15-7-0 23-5-3 31-2-14 39-0-10 46 _t 0-5 54-8-0 82-5-12 "—_—�_g=j2 ---___. 7-9-12 +__ _ 7-9-12 _ ____ _. _.--9_T2 7.9.12 Scale =1:106.3 1.00'12 5x8 = 3x4 11 8x12 = H 7x10= 4x6 G ___--- 7x10 - 4x6 —�E _ A �q 6x8 6x8 — C _ __F`+—� — a W4 WW2 I1 N A Wq� — -vly8 ,.y W6 Wpb 1.`S %ate ta'/� *2Wyi W10 w9' �\ Bl--/ B1 Bi r.P� 01 B1 �_ B2 83 0 P 0 N M R S L T U K V J 12x12._ 6x12 MT20HS -= 12x18MT20HS=- 12a18MT20HS 8x12 Mr20HS-- 8x12 MT20HS Bx12 10x12 MT20HS LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 ' BCDL 7.0 SPACING 2-0-0 Plate Grp DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TPI2007 CSI. TC 0.60 BC 0.90 WB 0.99 (Matrix) DEFL. in Vert(LL) -1.23 Vert(TL) -1.98 Horz(TL) 0.47 Wind(LL) 0.73 floc) Udefl L/d PLATES GRIP N >604 360 MT20 220/195 M -N >376 240 MT20HS 165/146 J n/a n/a N >999 240 Weight: 4221b FT = 20% LUMBER- BRACING. TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS TOP CHORD Sheathed or 2-3-9 oc purlins, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. WEBS 2x4 DF Stud/Std'Except* WEBS 1 Row at midpt I -J, C -P, E -M, F -L, H -J, B -Q W1,W 13,W6,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr 2 Rows at 1/3 pts G -K W2,W16,W15: 2x6 DF 18001'1.6E or 2x6 DF Ss-- _ - - -- _-- --- MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer j _ Installation guide. REACTIONS. (Ib/size) J=3043/0-2-6 (req. 0-3-4), Q=3043/0-5-8 (min. 0-3-4) Max Horz Q=211(LC 4) Max UpliHJ=-763(LC 4), Q=-728(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-321/79, B -C=-6946/1666, C -D=-9552/2291, D -E=-9696/2322, E -F=-8407/2010, F -G=-6186/1471, G -H= -3000/706,1-J=-268/104, A -Q=-365/130 BOT CHORD P -Q=-1737/6359, O -P=-2411/9228, N -O=-2547/9891, M -N=-2360/9230, M -R=-1957/7694, R -S=-1957/7694, L -S=-1957/7694, L -T= -1402/5531,T -U=-1402/5531, K -U=-1402/5531, K -V=-741/2964, J -V=-741/2964 WEBS B -P=-261/1514, C -P=-2689/670, C -O=-30/525, D -O=-513/156, D-11=428/196, E -N=-107/618, E -M=-1342/407, F -M=-271/1313, F -L=-2244/618, G -L=-386/1854, G -K=-3328/858, H -K=-460/2244, H -J=4006/1001, B -Q=-6593/1589 JOINT STRESS INDEX A=0.00, B=0.00, C=0,00, D = 0.00, E = 0.00, F=0.00, G=0.00, H=0.00,1=0,00, J=0.00, K=0.00, L=0.00, M=0.00, N=0.00,0=0.00, P=0.00 and Q=0.00 NOTES - 1) Wind: ASCE 7-10; Vu11=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. Ik Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by WTCA and TPI. For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 3)All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 7.0psf. 6) WARNING: Required bearing size at joint(s) J greater than input bearing size. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) J=763, 0=728, 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 940 ia 1 ob Reference top I1BMC5WEST IIDAHD FALLS) ID Moo FALLS, to e3402 ._ lMonopit hauppodetl Gable _. Run BID:eTCsR55pUwo6cbEBLA7?dAyngD6NHZk2_Tsef6eOaFaoannzfMPKJI 4856 2016 F_WW6yL Ir Job mss Truss Type Q -ply -1 Scale =1:99.3 1.00 12 4x6 AS AC AD AE AF AG AH At AJ BTBS SR BQ BE BO BN SM BL BK BJ BI BH BG BE BE BD BC BB BA AZ AV Ax AW AV AD AT AS ARAp AQ AO AN AM AL AK 5x6 I I 46 = 4x6 = 46 = 62-5-12 __.._ _62,5712 LOADING (psf) J SPACING- 2-0-0 CSI. DEFL In (loc) I/def] L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.38 Verl(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 , Horz(TL) -0.00 AK n/a We BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight: 4761b FT = 20% LUMBER- BRACING - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.l&Btr WEBS 1Row at midpt AJ -AK OTHERS 2x4 DF Stud/Std "Except' - nd ----"-"'- � -- -- -- -- ST30,ST31: 2x4 OF 1800F 1.6E or 2x4 DF No.l&Btr MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. All bearings 62 -5 -12. - (Ib) - Max Horz BT=211(LC 4) Max Uplift All uplift 1001b or less at joints) AK, Bq BD, BE, BF, BG, BH, Bl, BJ, BL, BM, BN, B0, BE, BQ, BR, BA, AZ, AY, AX, AW, AV, AU, AS, AR, AQ, AP, AO, AN, AM except BS=-589(LC 4) Max Grav All reactions 250 Ib or less at joinl(s) AK, BC, BD, BE, BF, BG, BH, BI, BJ, BL, BM, BN, SO, BE. BQ, BR, BS, BA, AZ, AY, AX, AW, AV, AU, AS, AR, AQ, AP, AO, AN, AM, AL except BT=527(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS B -BS= -136/284 JOINT STRESS INDEX A=0.00,6=0.00, C=0.00, D=0.00,E=0,00, F=0.00, G=0.00, H = 0.00, 1 = 0.00, J = 0.00, K=0.00, L=0.00, M=0.00, N=0.00,0=0.00, P=0.00, Q=0.00, R= 0.00.S=0.00,T=0.00,U=0.00,V=0.00,W=0.00,X=0.00,Y=0,00,Z=0.00, AA=0.00, AB=0.00, AC=0,00, AD=0.00, AE=0.00, AF=0.00, AG=0.00, AH 0.00, At = 0.00, AJ = 0.00, AK = 0.00, AL = 0.00, AM = 0.00, AN = 0,00, AO = 0.00, AP = 0.00, AQ = 0.00, AR = 0.00, AS = 0.00, AT = 0.00, AU = 0.00, AV = 0.00, AW = 0.00, AX = 0.00, AY = 0.00, AZ = 0.00, BA = 0.00, BB = 0.00, BC = 0.00, BD = 0.00, BE = 0.00, BE = 0.00, BG = 0.00, BH = 0.00, BI = 0.00, BJ = 0.00, BK = 0.00, BL = 0.00, BM = 0.00, BN = 0.00, BO = 0.00, BP = 0.00, BQ = 0.00, BR = 0.00, BS = 0.00 and BT = 0.00 NOTES. 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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, 3) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), Jointly produced by WTCA and TEL For project specific guidance, consult with project engineer/architect/general contractor. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) AK, BC, BD, BE, BF, BG, BH, BI, BJ, BL, BM, BN, 130, BE, SO, BR, BA, AZ, AY, AX, AW, AV, AU, AS, AR, AQ, AP, AO, AN, AM except Qt=lb) BS=589. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ITd6 Trussruss� _--"- 16-085940 son Common BMC WEST (IDAHO FALLS) ,I AHO FALLS, ID 83402 5-5-210-104 5-5-2 ---- _ 5-5-2 1.00112 5x6 '- 3x6 - C 12 26-3.6.' 552 __... 3x6 Scale =1 35.3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 21-8-8 TCDL 7.0 Lumber DOL 1.15 BC 0.28 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 BCDL 7.0 Code IBC2012/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) 1=1049/0-5-8 (min. 0-1-8), F=1049/0-5-8 (min. 0-1-8) Max Horz 1=-16(LC 5) Max Upliftl=-208(LC 4), F=-208(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-1516/267, C -D=-1516/267 BOT CHORD H -I=-284/1367, G -H=-265/1601, F -G=-268/1367 WEBS B -H=-18/326, D -G=-18/326, B -I=-1509/303, D -F=-1509/303 BRACING - TOP CHORD Sheathed or 5-2-9 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINT STRESS INDEX A=0.00,6=0.00, C=0.00, D = 0.00, E = 0.00, F=0.00, G=0.00, H=0.00 and 1=0.00 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=16) 1=208, F=208. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 3x6 21-8-8 DEFL. in (fee) Well L/d PLATES GRIP Vert(LL) -0.08 G -H >999 360 MT20 220/195 Vert(TL) -0.16 G -H >999 240 HoQ(TL) 0.05 F n/a n/a Wind(LL) 0.04 G -H 49 2401 Weight: 1041b FT=20% BRACING - TOP CHORD Sheathed or 5-2-9 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINT STRESS INDEX A=0.00,6=0.00, C=0.00, D = 0.00, E = 0.00, F=0.00, G=0.00, H=0.00 and 1=0.00 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=16) 1=208, F=208. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard