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HomeMy WebLinkAboutTruss Drawing 2 , r i Job Truss Truss Type Qty 71YIarvlss T12023658 74629 GRB MONO HIP 1 ob Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 S Aug 16 2017 MITek Industries,Inc.Thu Sep 14 10:00:59 2017 Page 1 ID:DBu00FfbJ43ilX4cKff5W 5yg4NQ-BotDgljDkWZZtknoGJalOi7_HMGOvk3PIFRpmnsydmBY -2-0-0 7-0-0 I 8-0-0 2-0-0 7-0-0 j 1-0-0 4x4= 3x4 I[ Scale=1:21.8 i 3 4 . 5.00 12 I I I 2 9 ' 5 3x5= 3x4= 8-0-0 8-0-0 Plate Offsets(X Y) f2:0 2 8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (10c) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.22 5-8 I>426 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(fL) -0.31 5-8 1>306 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:36lb FT=20% •LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=547/Mechanical,2=503/0-3-8 Max Horz2=227(LC 8) Max Uplift5=490(LC 8),2=-512(LC 8) Max Grav5=551(LC 25),2=503(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-5=-256/238 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft B=55ft;L=46ft;eave=6fi;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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.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. 5)Refer to girder(s)for truss to truss connections. , 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b)5=490, 2=512. 7)"Semi-rigid pitchbreaks including heels"Member end fixitymodel was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)52 lb down and 131 lb up at 7-10-4, and 145 lb down and 150 lb up at 7-0-0 on top chord,and 386 lb down and 89 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-54,3-4—54,5-6—20 Concentrated Loads(lb) Vert:3=-86(F)4=-22(F)9=-252(F) I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev.10/0=015 BEFORE USE. Design valid for use only with MfTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the brulding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Welk` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type r Qty, Ply Jarvis T12023659 74629 GRC SPECIAL 1 1 Job Reference(optional)Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 1410:01:00 2017 Page 1 I D:DBuOO FfbJ43ilX4cKd5W 5yg4NQ-f?RbIVOEN HshkMxNTtIpdFLXPxgi7TNgST5ZJJJydmBX z1-a-o -2-0-0 3-0.0 8-0-0 10-4-0 13-10-6 19-0-0 0-2-0 26-5-10 32.8-0 2-0-0 5-0-0 2-4-0 5-1-10 1.2-0 1-2-0 5-1-10 6-2-6 Scale=1:62.1 i i • 4x4= 2x3 II 2I II 7 8 9 • 3x4 3x4% i 6 10 5.00 12 4x8= 3x5= 4x5= 3 4 II x 13 ° m S12=2 26 15 5x12= 12 01 2x3 II 18 27 16 5x6 28 17 3X5 _ 1 = 2x3 15x8 2.50 F12 3x5= 3x4 i I 3-0-0 7-8-0 8 10.4-0 13-10-6 19-0-0 21-4-0 1 26-5-10 32-8-0 3-0-0 4-8-0 0-4-0 2-4-0 3-6-6 5-1-10 2-4-0 1 5-1-10 I 6-2-6 Plate Offsets(X Y) 12'0-1-2 Edge) f3'0-5-8 0-2-41 f11'0-1-11 0-1-8) f17'0-5-8 0-2-121 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.18 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.42 12-13 >709 240 BCLL 0.0 Rep Stress Incr NO W B 0.70 Horz(TL) 0.19 11 n/a rda BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Wind(LL) 0.22 12-13 >999 240 Weight:158lb FT=20% •LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structu I wood sheathing directly applied or 4-2-14 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid c i fling directly applied or 5-4-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=812/0-4-0,2=90/0-3-8,17=1600/0-8-0 Max Horz2=230(LC 7) Max Upliftl l=432(LC 32),2=302(LC 7),17=-943(LC 8) Max Grav 11=812(LC 1),2=153(LC 17),17=1600(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=708/793,3-25=-911/1715,25-26=911/1715,4-26=911/1715,4-5=213/454, 5-6=-1661/877,6-7=-1835/938,7-8=-1828/1055,8-9—1954/1110,9-1 0=-1 951/997, 10-11=-2636/1363 BOT CHORD 2-18=-757/682,18-27=-764/694,27-28=-764/694,17-28=-764/694,16-17=-1848/1033, 15-16=398/210,14-15=-724/1589,13-14=-527/1428,12-13=1202/2427, 11-12=-1196/2415 WEBS 3-17=1426/817,4-17=-780/477,4-16=-815/1449,5-16=-749/466,5-15=-905/1833, 6-15=-330/243,6-14=-73/263,7-14=-284/263,8-14=420f719,8-13=-569/976, 9-13=-293/255,10-13=-740/460 NOTES- i 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=551t;L=-46ft;eave=611t;Ca.II; Exp C;Encl.,GCpj=0.18;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 chord and any other members. 1 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capl city of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)except(jt=10)11=432, 2=302,17=943. 1 11 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)201 lb down and 115 lb up at 3-0-0, and 83 lb down and 57 lb up at 5-0-12,and 87 lb down and 71 lb up at 7-0-12 on top chord,and 183 lb down and 39 lb up at 3-0-6,and 63 lb down and 14 lb up at 5-0-12,and 61 lb down at 7-0-12 on bottom chord. The design/selection of such connection device(s);is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bullding designer must verify the applicability of design parameters and properly Incorporate Ihis design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Inks systems,seeANSf/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type a Ply Jarvis ! T12023659 74629 GRC SPECIAL 1 1 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek industries,Inc.Thu Sep 14 10:01:01 2017 Page 2 I D:DBu00FfbJ43i1X4cKtf5 W 5yg4NQ-7B?zaMF?2Apb_5yfR?LsoY3ah42MCg4bilitrtydmBW LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5=54,5-8=54,8-11=-54,17-22=-20,14-17=20,13-14=-20,13-19=-20 i Concentrated Loads(Ib) j Vert:3=24(B)18=14(B)25=5(B)26=-5(B)27=-1(B)28=-11(B) i i I i i I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO--7473 rev.10/03/2015 BEFORE USE -.Y� Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not ®i a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addilional temporary and permanent bracing Mi iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of misses and truss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 �Iob Truss Truss Type Qty Ply Jarvis T12023660 4629 GRD MONO HIP 1 1 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 M7ek Industries,Inc.Thu Sep 74 10:01:01 2017 Page 1 I D:DBuOO FfbJ43iIX4cKtf5W 5yg4NQ-7B?zaM F?2Apb_5yf R?LsoY3YE40UCnObilltrlydmBW -2-0-0 7-0-0 13-1-15 19-2-1 , 25-4-0 2-0-0 7-0-0 6-1-15 6-0-3 1 6-1-15 Scale=1:47.3 I I ' I 46= 3x4= 4x6= 3x4= 3x10= 3 16 17 18 4 5 19 6 20 21 7 5.00 12 I 2 01 12 22 11 10 23 24 9 25 26 8 3x4= 5x6 W B= 3x4= 5x6� 3x6 I 4x5= I i 7-0-0 13-1-15 19-2-11 25-4-0 7-0-0 6-1-15 6-0-31 1 6-1-15 Plate Offsets(X Y)f5.0 3-0 Edge] I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.18 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.4510-12 1>668 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.10 8 n/a rVa BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Wind(LL) 0.27 10-12 >999 240 Weight:125lb FT=20% ._ LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc pudins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. _ 4-12,6-10,7-9:2x4 SP M 30 OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 8=1668/0-4-0,2=1680/0-8-0 Max Horz 2=227(LC 8) Max Uplift8=-978(LC 8),2=-1050(LC 8) Max Grav8=1668(LC 1),2=1688(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3327/1883,3-16=3042/1806,16-17=-3042/1806,17-18=3042/1806, 4-18=-3042/1806,4-53806/2255,5-19=-3806/2255,6-19=-3806/2255,6-20=2818/1661, 20-21=-2818/1661,7-21=-2818/1661,7-8=-1576/995 BOT CHORD 2-12=1793/3004,12-22=2255/3806,11-22=2255/3806,10-11=2255/3806, 10-23=-1661/2818,23-24=-1661/2818,9-24—1661/2818 WEBS 3-12=280/799,4-12=-914/519,4-10=-242/356,6-10=-662/1101,6-9=-1111/883, 7-9=-1813/3075 NOTES- 1)Unbalanced roof live loads have been considered for this design. ' 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=551t,L=46ft;eave=6fh Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 Nil fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except OWL))8=978, 2=1050. 1 7)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)258 lb down and 295 lb up at 7-0-0, 145 lb down and 150 lb up at 9-0-12,145 lb down and 150 lb up at 11-0-12,146 lb down and 154 lb up at 13-0-112,146 lb down and 154 lb up at 15-0-12,146 lb down and 154 lb up at 17-0-12,146 lb down and 154 lb up at 19-0-12,and 146 lb down and 154 lb up at 21-0-12,and 146 lb down and 154 lb up at 23-0-12 on top chord,and 293 lb down and 144 lb up at 7-0-0,62 lb down and 4 Ib up at 9-0-12,62 lb down and 4 lb up at 11-0-12,63 lb down and 3 lb up at 13-0-12,63 lb down and 3 lb up at 15-0-120 63 lb down and 3 lb up at 17-0-12,63 lb down and 3 lb up at 19-0-12,and 63 lb down and 3 lb up at 21-0-12,and 63 lb down and 3 lb up at 23-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i ®WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not p a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Iva building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporaiy and permanent bracing NGTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type city r Ply Jarvis T12023660 74629 GRID MONO HIP 1 1 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 10:01:02 2017 Page 2 ID:DBu00FfbJ43itX4cKtf5W 5yg4NQ-bNZLoiFdoUxSbEXr?js5KmcjzUMjxEGIxP2QOBydmBV LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-7=-54,8-13=-20 Concentrated Loads(lb) Vert:3=-107(8)5=88(B)11=-37(B)12=-252(B)4=-88(B)10=-40(B)6=-88(8)9—40(B)16=-86(8)18—86(B)19—88(B)20=I8(B)21=-88(B)22=-37(B)23=-40(B) 24=-40(B)25=-40(B)26=-40(B) i i i I y I I I I I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/0312015 BEFORE USE Design valid for use only with MITek6 connectors.this design Is based only upon parameters shown,and is for an Individual building component,not iI eR a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �� ��° Is always required for stability and to prevent collapse with possible personal fnW and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component II 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. I Il Tampa,FL 33610 Job FIRE s Truss Type Qty,=J.bReferen T12023661 74629 7=COMMON 1 ce o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 10:01:02 2017 Page 1 1 D:DBuOOFfbJ43ilX4cKtf5W5yg4NQ-bNZLoiFdoUxSbEXr?js5Kmcpf UIjxMKIxP2QOBydmBV 4-7-13 7-6-0 10-4-3 1 15-0-0 4-7-13 2-10-3 2-10-3 4-7-13 Scale=1:25.1 4x4= ' 3 I 5.00 r12 3x4% 3x4 4 2 i i 14 8 15 7 16 6 17 18 3x8—_ 13 3x8 I 3x8= 3x8 II 3x8— 4-7-13 7-6-0 10-4-3 15-" 4-7-13 2-10-3 2-103 I 4-7-13 Plate Offsets(X Y)-- f1.0-8-1 0-0-81 f5:G-8-1 0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud l PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.07 6-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(fL) -0.15 6-12 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 (Matrix-M) Wind(LL) 0.09 6-12 i>999 240 Weight:154 lb FT=20% . LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1889/0-8-0,5=2430/0-8-0 Max Harz 1=121(LC 7) Max Upliftl=-975(LC 8),5=-1298(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=3727/1946,2-3=-2778/1497,3-4=-2784/1500,4-5=4682/2493 BOT CHORD 1-13=1730/3420,1-14=1736/3427,B-14=1736/3427,B-15—1736/3427, 7-15=-1736/3427,7-16=-2252/4323,6-16=-2252/4323,6-17=-2252/4323, 17-18=-2252/4323,5-18=-2252/4323 WEBS 3-7=-1045/1985,4-7=-2151/1217,4-6=-844/1638,2-7=-1077/598,2-8—328/744 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs 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 CASES)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 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=55ft;L�6ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=975, 5=1298. 1 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)285 lb down and 155 lb up at 0-8-12,285 lb down and 155 lb up at 2-8-12,285 lb down and 155 lb up at 4-8-12,285 lb down and 155 lb up at 6-8-12,285 lb down and 155 lb up at 8-8-12,and 893 lb down and 504 lb up at 11-0-12,and 891 lb down and 501 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 f I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only wilh MITekS connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ,I Tampa,FL 33610 I Job Truss Truss Type Qty Ply T12023661 74629 GRE COMMON 1 �Job erence o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 10:01:02 2017 Page 2 I D:DBu00FfbJ43ilX4cKtf 5W 5yg4NO-bNZLoiFdoUxSbEXr?js5Kmcpf UljxMKIxP2QOBydmBV LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-54,3-5=-54,1-5=-20 Concentrated Loads(Ib) Vert:8=-285 13—285 14=-285 15=-285 16=-285 17=-893(F)18=-891(F) I I I " I I I I I I I ®WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED M7TEK REFERANCE PAGE Mil-7473 rev.1010312016 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall bu➢ding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarm ding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Coponent 6904 Parke East Blvd. Safety Information available from Truss Plate Insti lute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 i i F74629� Truss Truss Type Oty Ply Jarvis T12023662 GRF HIP 1 1 Job Reference o ti nal Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MTek Industries,Inc. Thu Sep 14 10:01:03 2017 Page 1 I D:DBu00FfbJ43i1X4cKtf5W 5yg4NO-3a7k?2GFZn3JD051 YONKtz9zTtoggs?u93n_weydmB U 0_0 7-0-0 8-0-0 15-0-0 N17-0-0 -0 7-0-0 1-0-0 7-0-0 i Scale:3/8°=l' i I 44= 4x4= 3 4 5.00 F12 i i I I 5 �cT 2 c! 8 8 7 3x4= 2x3 12x3 3x4= 7-0-0 8-0-0 15-0-0 7-" 1-0-0 7-0-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.05 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.13 8-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Wind(LL) 0.06 8-11 ,>999 240 Weight:61 lb FT=20% LUMBER- BRACING- • TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1025/0-8-0,5=1025/0-8-0 Max Horz2=147(LC 7) Max Uplift2—678(LC 8),5=-678(LC 8) Max Grav2=1035(LC 29),5=1056(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1702/946,3-4=-1520/931,4-5=-1673/946 BOT CHORD 2-8=-699/1517,7-8=-704/1531,5-7=699/1510 WEBS 3-8=-158/431,4-7=-157/432 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=55ft;L=I Eft;eave=6ft;Cal.il; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has b4en 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 chord and any other members. - 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=I78, 5=678. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .1 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)258 lb down and 295 lb up at 71F 0-0, and 258 lb down and 269 lb up at 8-0-0 on top chord,and 293 lb down and 144 lb up at 7-0-0,and 293 lb down and 144 lb up at I-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,9-12=-20 Concentrated Loads(lb) Vert:3=107(B)4—107(B)8=-252(B)7=-252(B) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE'K REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual bulldin<a component,not ; a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �`�.iYi building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Componen t 6904 Parke East Blvd. Safety Information available from Truss Plate Inslitule,218 N.Lee Street,Suite 312.Alexandda.VA 22314. i Tampa,FL 33610 I Job Truss Truss Type Qty Ply Jarvis T12023663 74629 GRG HIP 1 1 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.64Q s Aug 16 2017 Mffek',lndustries,Inc. Thu Sep 14 10:01:04 2017 Page 1 I D:DBuOOFfbJ43ilX4cKtf5W 5yg4NQ-Xmh6CO HtK5BArYgE67uZPBh5FH4?P Fd 1 OIXXS4ydmBT -2-0-0 7-0-0 12-4-0 17-8-0 24-8-0 26-8-0 2-o-0 7-0-0 5-4-0 5-4-0 7-0-0 I Scale:1/4°=1' I I • I 4x8— 2x3 114x8= 5.00 12 3 18 19 20 4 21 22 23 5 cn M 6 2 7 Ia 01 a 11 24 1025 9 26 27 ;8 4x5= 2x3 I I 4x6 3x8= I2x3 14x5= I i I I 7-M 12-4-0 17-8-0 24-8-0 7-0-0 5-4-0 5-4-0 I 7-0-0 Plate Offsets(X Y)-- (3:0-5-4 0-2-0) (5.0-5-4 0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) II/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.18 9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.41 8-9 >718 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(TL) 0.12 6 i n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) I Wind(LL) 0.25 9 >999 240 Weight:110lb FT=20% .LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing I irectly applied or 3-4-11 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1690/0-8-0,6=1690/0-8-0 Max Horz2=147(LC 7) Max Uplift2=1066(LC 8),6=-1066(LC 8) Max Grav2=1710(LC 29),6=1710(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3334/1920,3-18=-3813/2309,18-19—3813/2309,19-20=3813/2309, 4-20=-3813/2309,4-21=-3813/2309,21-22=-3813/2309,22-23—3813/2309, 5-23=3813/2309,5-6=-3336/1920 BOT CHORD 2-11=1597/3096,11-24=1600/3116,10-24=-1600/3116,10-25=-1600/3116, 9-25=-1600/3116,9-26=-1600/3025,26-27=-1600/3025,8-27=1600/3025, 6-8=-1597/3006 WEBS 3-11=57/508,3-9—591/992,4-9=648/597,5-9=-591/992,5-8=57/508 I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=5511;L=461L;eave=6111;Cat!11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 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 chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b)2=1 U00, 6=1066. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this trussl. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)258 lb down and 269 lb up at 7-3-0, 145 lb down and 150 lb up at 9-0-12,145 lb down and 150 lb up at 11-0-12,145 Ib down and 150 lb up at 12-4-0,145 lb down and1150 lb up at 13-7-4,and 145 Ib down and 150 lb up at 15-7-4,and 258 lb down and 269 lb up at 17-8-0 on top chord,1 and 293 Ib down and 144 lb up at 7-0-0,62 lb down and 4 lb up at 9-0-12,62 lb down and 4 lb up at 11-0-12,62 lb down and 4 lb up at 12-4-0,62 lb down and 4 lb up at 13-7-4,and 62 lb down and 4 lb up at 15-7-4,and 293 lb down and 144 lb up at 17-7-4 on bottom'chord. The I design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not i•�[3 a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. .I Tampa,FL 33610 i Job Truss Truss Type Qty Ply (Jarvis T12023663 74629 GRG HIP 1 1 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 10:01:04 2017 Page 2 I D:DBu00FfbJ43ilX4cKtf5w5yg4NQ-Xmh6CO HtK5BArYgE67uZPBh5FH4?PFd 1 OjXXS4ydmBT LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,3-5=-54,5-7=-54,12-15—20 Concentrated Loads(lb) Vert:3_107(B)5—107(B)11=252(B)9=37(B)4=-86(B)8=-252(B)18=86(B)19=86(B)22=-86(B)23=86(B)24=-3-i,25=37(B)26=-37(B)27=-37(B) i I I I i I I I I i I , ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITeI�connectors.This design Is based only upon parameters shown,and Is for an Individual bulldinc�component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is To prevent buckling of Indlvttlual truss web antllor chord memUers only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty ly Jarvis T12023664 74629 J1 MONO TRUSS 16 1 Job Reference c tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 M7ek Industries,Inc.Thu Sep 14 10:01:05 2017 Page 1 I D:DBuOOFfbJ43iIX4cKtf5W 5yg4NQ-OyFUQkIV5PK1 SiFQgrPoyOEB5hW OBo_BdNG4_WydmBS -2-0-0 1-0-0 200 I 1-0-0 Scale=1:8.3 i 3 ` I 5.00 F12 2 ch I m I of I 1 1 d 3x4= 4 I I 1-0-0 Plate Offsets(X Y)-- (2:0-0-6 0-0-01 1 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.00 5 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 5 �>999 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014[TP12007 (Matrix-M) Wind(LL) -0.00 5 >999 240 Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3—21/Mechanical,2=239/0-3-8,4=-35/Mechanical Max Horz2=92(LC 12) Max Uplift3=-21(LC 1),2=303(LC 12),4=-35(LC 1) Max Grav3-45(LC 12),2=239(LC 1),4=69(1_C 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft,B=55ft;Llft;eave=6ft;Cali II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRSIfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`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 all by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb) 2=303. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this trus I. •I i I ,I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev.1 010 312 0 1E BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not ®eR a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall! p`A•Y`y� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYYe 1r�R' is always required for stability and to prevent collapse with possible personal infury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component ,I 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. I Tampa,FL 33610 Job Truss Truss Type Qty Ply arvis T12023665 74629 J3 MONO TRUSS 16 1 ! Job Reference o tional Chambers Truss, _ Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Thu Sep 14 10:01:05 2017 Page 1 ID:DBuOOFfbJ43ilX4cKtf5 W 5yg4NQ-OyFUQkIV5PK1 SiFQgrPoyOEB5hW 88o_BdNG4_WydmBS -2-0-0 3-0-0 2-0-0 3-0-0 Scale=1:12.6 3 i 8 5.00 F12 I 2 I 1 I 3x4= 4 I I I 3-0-0 3-" I Plate Offsets(X Y)— f2:0-0-6 Edgel I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n1a n1a BCDL 10.0 Code FBC2014[TP12007 (Matrix-M) Wind(LL) -0.00 7 >999 240 Weight:13lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structu I wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=49/Mechanical,2=252/0-3-8,4=21/Mechanical Max Horz 2=134(LC 12) Max Uplift3=-41(LC 12),2=-233(LC 12) Max Grav3=58(LC 14 2=252(LC 1),4=41(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(1b)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=55ft;L=46ft;eave=6ft;Cat'-11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-11 to 2-6-2,Interior(1)2-6-2 to 2-10-4 zone;C-C for membe s and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for alive 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. - 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)'3 except(jt=lb) 2=233. end fixity model was used in the analysis and design of this truss. 6)"Semi rigid pitchbreaks including heels"Member e ty y g i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14I1-7473 rev.1010312015 BEFORE USE. R Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not e` a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Bits design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Jarvis T12023666 74629 J3A MONO TRUSS 1 1 J Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 Mrrekllndustries,Inc.Thu Sep 14 10:01:06 2017 Page 1 I D:DBu00 FfbJ43ilX4cKtf5W 5yg4NQ-Ug i sd4J7s iSu4sgcEYwl VcnW l5r3tFD Ks10eXyydmB R 3-0-0 3-0-0 Scale=1:10.9 2 5.00 12 I I I : I I I 1 i I I I 3 3x4= 3-0-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (IOC) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(rL) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Wind(LL) 0.01 3-6 >999 240 Weight:9lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.3 TOP CHORD Structul al wood sheathingdirectly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=121/0-3-8,2=59/Mechanical,3=31/Mechanical Max Horz 1=64(LC 12) Max Upliftl=-52(LC 12),2=-55(LC 12),3=-5(LC 12) Max Grav1=126(LC 17),2=67(LC 17),3=44(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;13=55ft L—I 6ft;eave=61t;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).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 hall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. I 5)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)1,2,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I I I I ;I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITE'K REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this de sign into the overall' -•Y building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent lacing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 , I Job Truss Truss Type Qty Ply IJarvis T12023667 74629 JS MONO TRUSS 14 1 1 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Thu Sep 14 10:01:06 2017 Page 1 I D:DBuOOFfbJ43ilX4cKtf5W 5yg4NQ-Ugosd4J7siSu4sgcEYwl VcnMr5pDtFDKSl OeXyydmB R -2-0-0 5-0-0 2-0-0 5-0-0 Scale=1:16.7 3 i 5.00 12 • 9 I I 2 8 1 3x4= 4 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.04 4-7 I>999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.02 4-7 I>999 240 Weight:19lb FT=20% LUMBER- BRACING- • TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=95/Mechanical,2=334/0-3-8,4=41/Mechanical Max Horz 2=1 79(LC 12) Max Upljft3=-90(LC 12),2=-258(LC 12) Max Grav3=109(LC 17),2=338(LC 17),4=73(LC 3) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15fh B=55ft;L=46ft;eave=6fh Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-2-0-11 to 2-6-2,Interior(1)2-6-2 to 4-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) 2=258. 1 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 111II.7473 rev.1010312015 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a inrss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component Tamp Parke East Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i I i Job Truss Truss Type Qty Ply Jarvis T12023668 74629 J7 MONO TRUSS 14 1 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Thu Sep 14 10:01:06 2017 Page 1 I D:DBu00FfbJ43ilX4cKtf5W 5yg4NQ-Ugosd4J7siSu4sgcEYw1 VcnTh5lbtFDKs 10eXyydmB R -2-0-0 7-0-0 2-0 0 7-0-0 Scale=1:20.7 3 I • I I 5.00 12 i I 8 I I 2 I I 1 3x5= 4 I I 7-0-o 7-0-0 Plate Offsets(X Y) f2:0 0-6 0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ([or) Udetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.06 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.15 4-7 >546 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014[FP12007 (Matrix-M) Wind(LL) 0.06 4-7 >999 240 Weight:25lb FT=20% " LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid c iling directly applied or 10-0-0 oc bracing. • REACTIONS. (lb/size) 3=140/Mechanical,2=421/0-3-8,4=57/Mechanical Max Horz2=223(LC 12) Max Uplift3=135(LC 12),2=-294(LC 12) Max Grav3=160(LC 17),2=430(LC 17),4=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;13=5511;L=46ft;eave=61t;Cat.II; Exp C;Encl.,GCpi=o.18;MW FRS(directional)and C-C Exterior(2)-2-0-11 to 2-6-2,Interior(1)2-6-2 to 610-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)3=135, 2=294. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I I I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE �, Design valid for use only with Mirek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional lemporary and permanent bracing NOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 i r Job Truss Truss Type city=JJ�Job T12023669 74629 JA7 MONO TRUSS 6ce o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 Xl Industries,Inc.Thu Sep 14 10:01:07 2017 Page 1 ID:DBu00FfbJ43iiX4cKif5W5yg4NQ-yLM IrQJmd0ali0PpnGSUlpJeCV4ZciTU4h1B3PydmBQ 7-0-0 Scale=1:19.6 2 I 5.00 12 I 7 I I i I I i I I I 1 I 3x5= 3 7-" 7-0-0 Plate Offsets(X Y) f1.0-0 10 Edgel — LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 I Vert(LL) -0.06 3-6 '>999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Veri(TL) -0.16 3-6 >524 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014rFP12007 (Matrix-M) Wind(LL) 0.07 3-6 '>999 240 Weight:22lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid c fling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=30510-8-0,2=142/Mechanical,3=60/Mechanical Max Harz 1=153(LC 12) Max Upliftl=-135(LC 12),2=-139(LC 12) Max Gravl=319(LC 17),2=162(LC 17),3=103(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=55ft;L=46ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-6-13,Interior(l)4-6-13 to 6-10-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip D0L--1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)1=135, 2=139. 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and.design of this truss. I I I - I , ®WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek® is connectors.This design based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 i I Job Truss Truss Type Qty Ply Jarvis T12023670 74629 KJ3 MONO TRUSS 1 1 Job Reference o tilnal Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 10:01:07 2017 Page 1 ID:DBu00 FfbJ43ilX4cKtf5W 5yg4NQ-yLM EiQJmd0aliOPpnGSG1 pJehVBBciTU4hlB3PydmBQ -2-9-15 4-213 2-9-15 4-2;3 Scale=1:14.3 3 1 I I I l 3.54 12 I B m 1b N I � 2 � 1 9 I 1 3x4= 4 I 4-2-3 4-2-3 Plate Offsets(X Y) (2:0-2-0 0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(fL) 0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n1a n/a BCDL 10.0 Code FBC2014[FP12007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=57/Mechanical,2=271/0-4-15,4=14/Mechanical Max Horz 2=133(LC 8) Max Uplift3—37(LC 8),2=-275(LC 8),4=11(LC 17) Max Grav3=79(LC 28),2=361(LC 28),4=61(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=55ft;L=46ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb)I 2=275. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads)116 lb down and 97 lb up at 1-6-1, and 116 Ib down and 97 Ib up at 1-6-1 on top chord,and 65 lb down and 64 lb up at 1-6-1,and 651b down and I4 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3—54,4-5=-20 Concentrated Loads(lb) Vert:8=45(F=23,13=23)9=66(F=33,B=33) I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/012015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall, Iva I' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional lemporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Tama Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. it Tampa,FL 33610 Job Truss Truss Type Qty Ply 'Jarvis T12023671 74629 KJ7 MONO TRUSS 7 1 Job Reference o J)nal) Chambers Truss, Fort Pierce,FL 7."0 s Aug 16 2017 MiTek Industries,Inc.Thu Sep 14 10:01:08 2017 Page 1 I D:DBu00FfbJ43ilX4cKtf5W 5yg4NQ-QXwd2mKOOKibK9_?LzzVa1 spRuW iL6NdJLVkbrydmB P -2-9-15 5-9-9 9-10-1 2-9-15 5-9-9 4-0-7 Scale:1/2°=l' 4 I 12 I 3.54 12 3ic4 I 11 10 2 13 14 6 15 1 3x4= I I 5 3x4= I I 5-9-9 9-7-13 9 10 1 5-9-9 1 I 3-10-3 0-2-4 Plate Offsets(X Y)-- (2:0-1-4 0-0-21 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) III Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.06 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:43 lb FT=20% - I ! LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid c iling directly applied or 10-0-0 oc bracing. _ WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=98/Mechanical,2=414/0-4-15,5=243/Mechanical Max Horz2=222(LC 8) Max Uplift4=-96(LC 8),2=-318(LC 8),5=112(LC 5) Max Grav4=98(LC 1),2=547(LC 28),5=280(LC 28) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-672/298,10-11=-606/288,3-11548/251 BOT CHORD 2-13=-265/536,13-14=-265/538,6-14=-265/538,6-15=-265/538,5-15=-265/538 WEBS 3-5=-590/291 NOTES- 1)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=1511;B=55ft;L=46ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 3)'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 allby 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)4 except Ot=1b)2=318 ,5=112. 6)°Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)116 lb down and 97 lb up at 1-6-1, 116 lb down and 97lb up at 1-6-1,102 lb down and 75 lb up at 4-4-0,102 lb down and 75 lb up at 4-4-0,and 132 lb down and 124 lb up at 7-1-15,and 132 lb down and 124 Ito up at 7-1-15 on top chord,and 65 lb down and 64 lb up at 1-6-1,65 Iti down and 64 lb up at 1-6-1,22 lb down and 22 lb up at 4-4-0,22 lb down and 22 lb up at 4-4-0,and 32 lb down and 17lb up at 7-1-15,and 321b down i nd 17 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=54,5-7=-20 Concentrated Loads(lb) Vert:10=45(F=23,B=23)11=54(F=27,B=27)12=38(F=19,B=-19)13=66(F=33,B=33)14=15(F=8,B=8)15=-26(F=-13, B=-13) i 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE Design valid for use only with MITekm connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the appllcabOlty of design parameters and property Incorporate this design Into the overall.I I building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. it Tampa,FL 33610 i Jo Truss Truss Type Qty ly Jarvis � T12023672 74629 MV2 VALLEY 1 1 � Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc.Thu Sep 14 10:01:09 2017 Page 1 ID:DBu00FfbJ43jlX4cK1f5W 5yg4NQ-ukU7G5L09dgSxJZBvhU k6EP2kivi4cznY?El7HydmBO 2-0-0 Scale=1:7.0 5.00 12 2 i I ' 1 3 i 3x4 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(Q -0.00 2 n/a n1a BCDL 10.0 Code FBC2014/TP12007 (Matrix) I Weight:5lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=47/2-0-0,2=34/2-0-0,3=13/2-0-0 Max Horz 1=28(LC 12) Max Upliftl=-19(LC 12),2=-35(LC 12) Max Grav1=49(LC 17),2=39(LC 17),3=25(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=55ft;L=46ft eave=6ft;Cat.Ii; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;C-C for members and forces&MWFRS'for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed fora 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.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. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capa Iity of bearing surface. I 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.lhls design Is based only upon parameters shown,and Is for an Individual bulldln�component,not a 1 LI$system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent brf ly� ��' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p� acing 7 V Y fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. !i Tampa,FL 33610 I r ; Job FMV4 Truss Type Qty Ply Jarvis I T12023673 74629 VALLEY 1 1 I I Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MI Industries,Inc.Thu Sep 14 10:01:09 2017 Page 1 ID:DBuOOFfbJ43ilX4cKtf5W 5yg4NQ-ukU?G5LOgdgSxJZBvhUk6EPy4ltg4cznY?El7HydmBO 4-0-0 4-0-0 Scale=1:11.3 2 3x4,I I 5.00 f 2 Boom I 3 3x4% 3x4 11 I I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.42 Vert(LL) n/a rda 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CL) 0.00 Wa n/a BCDL 10.0 Code FBC2014lf P12007 (Matrix) Weight.13 lb FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 20 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly appli 1 d or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=116/4-0-0,3=116/4-0-0 Max Horz 1=70(LC 12) Max Uplittl=-47(LC 12),3=-76(LG 12) Max Gravl=120(LC 17),3=128(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-Ali forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=55ft;L=46ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces 13,MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide Oil fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jofnt(s)1,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i i I I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev,10/03/2015 BEFORE USE Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual build ng component,not a truss system.Before use,the building designer must verify the applicablllly of design parameters and properly incorporate this design Into the overall -�p'—� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTew Is always required for stabillty and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N,Lee Street,Suite 312,Arexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply7:ob rvis T12023674 74629 MV6 VALLEY 1 Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTekl Industries,Inc. Thu Sep 14 10:01:10 2017 Page 1 I D:DBu00 FfbJ43iiX4cKtf5W 5yg4NQ-Mw2NTRMewxyJZT80TO?zfSxAciEZp2W wmf_rgkydmBN 6-0-0 6-0-0 Scale=1:15.5 3 3x4 I � 6 5.00 12 2x3 11 2 Ll I 1 5 4 3x4 G 2x3 11 3x4 11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014fFPf2007 (Matrix) Weight:21 lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing(directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=56/6-0-0,4=84/6-0-0,5=239/6-D-0 Max Horz 1=115(LC 12) Max Uplift455(LC 12),5=157(LC 12) Max Grav1=56(LC 1),4=92(LC 17),5=264(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-199/369 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15tt;B=55ft;L=4i6tt;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-12 to 5-3-9,Interior(1)5-3-9 to 5-10-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 five 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints) except(jt=1b) 5=157. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss: I I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.1010=015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual bullding;component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 r746 Truss Truss Type Qty Ply Jarvis I T72023675 29 MV8 VALLEY 1 1 Uob Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 10:01:10 2017 Page 1 1 D:DBu0OFfbJ43i1X4cKtf5W 5yg4NQ-Mw2NTRMewxyJZT8OTO?zfSx7niCypl2wmf_rgkydmBN 6-0-0 j 8-0-0 Scale=1:19.9 3 3x4 i I 5.00 FIT i . 7 2x3 I 2 I 6 1 I I 5 4 3x4' 2x3 11 3x4 I I � LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1 I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a Na 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n1a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:29lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 1=85/8-0-0,4=112/8-0-0,5=331/8-0-0 Max Horz 1=159(LC 12) Max Uplift4=-73(LC 12),5=-217(LC 12) Max Grav1=85(LC 1),4=123(LC 17),5=366(LC 17) FORCES. (lb)-Marc Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-264/92,2-6=-256/106 WEBS 2-5=-276/469 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=55ft;L=46fh eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-8-12 to 5-3-9,Intedor(1)5-3-9 to 7-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 4)'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. j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5=217. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this trust. i I I ®WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11.7473 rev.10/0 312 0 1 5 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not Iva a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for slability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 . r l Job Truss Truss Type Qty, ply Jarvis 74629 iv1V10 GABLE 1 1 . T12023676 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 10:01:09 2017 Page 1 ID:DBu00 FfbJ43ilX4cKtf5W 5yg4NQ-ukU?d5L09dgSxJZBvhUk6EPsH IpR4aW nY?El7HydmBO 10-0-0 10-0-0 I Scale=1:24.7 3 II 3x4 .00 27 2x3 I 5 i 2 I 6 I+ 1 71 I 3x4 5W II 43x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) n/a n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/fP12007 (Matrix) Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applii d or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=66/10-0-0,4=186/10-0-0,5=424/10-0-0 Max Horz 1=204(LC 12) Max Uplift4=122(LC 12),5=278(LC 12) Max Grav 1=66(LC 1),4=205(LC 17),5=468(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-301/110,2-6—292/113 WEBS 2-5=-356/528 NOTES- � 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.0psf;h=15ft;B=55ft;L=46ft;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-8-12 to 5-3-9,Interior(1)5-3-9 to 9-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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.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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)except Qt=lb)4=1,22, 5=278. 6}"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I I i I i i ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M➢-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual bullding component,not a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall.`I building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �iTek� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-84 and BCSI Building Component ,I 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. , Tampa,FL 33610 i r Job Truss Truss Type Qty IpPlyJarvisT12023676 74629 V8 VALLEY 2 �(ofiona�ll Chambers Truss, Fort Pierce,FL 7.640 s Aug 16 2017 MiTek Industries,Inc. Thu Sep 14 10:01:12 2017 Page 1 I D:DBu00 FfbJ43ilX4cKtf5W 5yg4NQ-I IA7u7NuSYCI on1 mapl RktlT6W u_HyYDEzTykcydmBL 4-0-0 8-0-0 4-0-0 4-0-0 � Scale=1:14.9 4x4= i 2 5.00 12 .I ci 3 LLJ 4 3x4 y 2x3 11 i :1 3x4 C i i 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:24lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=118/8-0-0,3=118/8-0-0,4=248/8-0-0 1 Max Horz 1=53(LC 11) Max Upliftl=-77(LC 12),3=-77(LC 12),4=-102(LC 12) Max Grav1=118(LC 1),3=125(LC 18),4=248(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-166/251 1 ;I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCD L=3.Opsf;h=15ft;B=55ft;L=46ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 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 3-6-01tall by 2-0-0 wide.will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,3 except Qt=lb) 4=102. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE Design valid for use only with MITekib connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall l building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 1 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. 1 Tampa,FL 33610 I Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1, Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,Individual lateral braces themselves WEBS q3 may require bracing,or alternative Tor I T O , �1 3 p bracing should be considered. = a p �, O 3. Never exceed the design loading shown and never O yap U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate O a7$ caa c5� designer,erection supervisor,property owner and plates 0-1rib"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. _6, Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed-fully.Knots and warie at-joint —- — - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. s 'Plate location details availablein MTek 20/20 software or Upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed I W.at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9, Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots,Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13,Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft,spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek8 All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur, 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI 1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Nil Is not sufficient. DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, MiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015