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HomeMy WebLinkAboutTruss Drawings 2 ,lob Truss Truss Type Qty Ply Burke Res T11346984 J33708 C07 Common 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:19 2017 Page 1 ID:—YlxsBGoLB19MC4kOA4rJGzGISn-iWV WYzgvxHI WLNhXITrZ12S3QEajzYhJrgnUi7z61D1 0- 5 7-7-6 15-M 0-5 7-5-2 7-7-10 1 6.00�2_ Scale=1:45.0 3x4 II 4x4 2 5x5 3 4 6 rg 6 5 5x5= 1x4 II 3x4 = i 7-7-615-3-0 7-7-6 7-7-10 Plate Offsets(X,Y)— 12:0-2-O,Edgel.13:0-2-8.0-2-121,14:0-0-0.0-0.101,16:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) 0.18 5-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.59 Vert(TL) -0.20 5-9 >918 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:77 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-6,3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=831/0-4-11,6=831/Mechanical Max Horz 6=-828(LC 8) Max Uplift 4=-383(LC 8),6=-820(LC 8) Max Grav 4=831(LC 1).6=871(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=1187/384,1-6=284/356 BOT CHORD 5-6=130/947,4-5=130/947 WEBS 3-5=0/343,3-6=1105/1066 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 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(jt=lb) 4=383,6=820. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010312015 BEFORE USE. ■■ Design valid for use onlywith 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 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,see ANSVTP11 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 36610 � r .lob . Truss Truss Type Qty Ply Burke Res T11346985 J33708 COB Common 3 1 Job Reference(opt...1 East Coast Truss, Ft.Pierce,FL 34946 8110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:20 2017 Page 1 ID:_YlxsBGoLB19MC4kOA4rJGzGISn-Bi3lmJhXibQNyXGjrAMoIG_FneyoiDKT3UX1 Eaz61DH 5 7-2-9 14-6-5 0.-5 7-0-4 7-3-12 6.00 112 Scale=1:45.0 1 3x4 II 4x6 2 5x5 W 3 ab 5x5 4 5 •m InI o 0 0 7 6 •3x8 I I 5x5 = 1x4 II 7-2-9 14-6-5 7-2-9 7-3-12 Plate Offsets(X.Y)— f2:0-3-O.Edgel.15:0-3-0.0-6-121 17:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) 0.10 6-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(TL) -0.17 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:82 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-7,3-7 SLIDER Right 2x8 SP No.2 2-6-0 MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=810/0-8-0,7=772/Mechanical Max Horz 7=-788(LC 8) Max Uplift 5=353(LC 8),7=793(LC 8) Max Grant 5=81 O(LC 1),7=814(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-5=736/301,1-7=-280/340 BOT CHORD 6-7=55/756,5-6=-55/756 WEBS 3-6=0/299,3-7=912/962 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 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(jt=lb) 5=353,7=793. 7)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom Chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev.10/03/2015 BEFORE USE. R Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,notq 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,see ANSM111 Quality Criteria,DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 ,Job Truss Truss Type Qty Ply Burke Res T11346986 J33708 C09 Common 1 1 Jab Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:20 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-Bi3lmJhXibQNyXGjrAMoIG_DSexFi75T3UX1 Eaz61DH 0 5 7-7-6 15-1-3 0.-5 7-5-2 7-5-13 6.00 112 Scale=1:45.0 1 3x4 II 4.6 2 5x5 3 d aqQ+ 4 d 6 5 5x5 = 1x4 II 5x5 = i 7-7-6 15-1-3 7-7-6 7-5-13 Plate Offsets(X.Y)— 12:0-3-0,Edge1.f3:0-2-8.0-2-121,f4:0-0-6.0-0-31,f4:0-5-6.0-0-61,f6:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) 0.18 S-9 >987 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(TL) -0.18 5-6 >978 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:77Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-6,3-6 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=822/Mechanical,6=822/Mechanical Max Horz 6=-820(LC 8) Max Uplift 4=375(1_C 8),6=-816(LC 8) Max Grav 4=822(LC 1),6=863(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34=1145/379,1-6=287/359 BOT CHORD 5-6=127/924,4-5=-127/924 WEBS 3-5=0/334,3-6=1078/1053 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 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 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall b 2-0-0 ' g wide F , Y will fit between the bottom chard 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=lb) 4=375,6=816. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®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,see ANSVTPI1 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,Alexandda,VA 22314. Tampa,FL 36610 job , Truss Truss Type Qty Ply Burke Res T71346987 J33708 C10 Scissor 7 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:21 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzGISn-gvcgzfi9TuYEahrvPuul gTX052GLROtcl8GbnOz61DG 0 7-6-5 15-1-3 -5 0 7-4-0 7-6-14 1 6.00 112 Scale=1:45.3 3x4 II 4x6 2 5x5 3 ob 5 5x5= 4 o Up oIF 6 3x6 3.00 12 5x5 7-8� 15-1-3 7-8-4 7-0-15 Plate Offsets(X Y)— r2:0-3-0 Edgel.f3:0-2-8 0-2-121.f4:0-1-2,0-1-81 f6:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.92 Vert(LL) 0.18 5-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(TL) -0.32 5-6 >553 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.14 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2OO7 Matrix-AS Weight:77 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-6,3-6 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 4=822/Mechanical,6=822/Mechanical Max Harz 6=-820(LC 8) Max Uplift 4=-375(LC 8).6=-816(LC 8) Max Grav 4=822(LC 1),6=863(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34=2013/484,1-6=290/354 BOT CHORD 5-6=231/1680,4-5=244/1747 WEBS 3-5=48/970,3-6=-1810/1161 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 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 at=lb) 4=375,6=816. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND 114CLUDED MITEK REFERENCE PAGE M11-7473 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Vat 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,see ANSI/TPI7 Quality Criteria,DSB-89 and Bost Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 36610 Job , Truss Truss Type Qty, Ply Burke Res T11346988 J33708 C11 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:21 2017 Page 1 I D:—YlxsBGoL819MC4kOA4rJGzGISn-gvcgzfi9TuYEahrvPuul gTXVd2DCRQ—cl8GbnOz61DG 0 6-5-13 8-10-12 15-1-3 S 6-3-9 0- 2 4-14 6-2-8 1 6.00 112 Scale=1:45.3 2x4 II 3x4 2 5x5 3 1x4 II cs 4 o5 7 6 � 5x6 — 5x5 = 50 d 'd 8 3x6 zz 5x5 3.00 12 6-5-13 8-10-12 15-1-3 6-5-13 2-4-14 6-2-8 Plate Offsets(X.Y)— f5:0-1-2,0-1-81.f6:0-2-8,0-3-01.18:0-2-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) 0.48 6-11 >378 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.66 6-11 >273 180 BCLL 0.0 Rep-Stress Incr YES -WB` 0.55 Horz(TL) 0.18 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:79 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-5:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 1-8,3-8 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 [Installation guide. REACTIONS. (Ib/size) 5=822/Mechanical,8=822/Mechanical Max Horz 8=-820(LC 8) Max Uplift 5=375(1_C 8),8=-816(LC 8) Max Grav 5=822(LC 1),8=863(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=1288/334,4-5=1654/262,1-8=206/290 BOT CHORD 7-8=41/1403,6-7=-27/1310,5-6=-35/1374 WEBS 3-7=46/608,3-8=-1623/1023 NOTES- 1)Wind:ASCE 7-10;Vu@=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 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(it=lb) 5=375,8=816. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''Y7 gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED HTEK REFERENCE 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 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 I'ie�' 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,see ANSVTP11 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 36610 iJob Truss Truss Type Qty Ply Burke Res T11346989 J33708 C12 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:22 2017 Page 1 ID: YlxsBGoL81 9MC4kOA4rJGzGlSn-85A38?ioECh5GrQ6zbPGNh4gCRarALXIXoOBJSz6lDF 45-13 10-10-12 15-1-3 3-11-8 6-4-14 4-2-8 1 6.00 112 Scale=1:45.1 2x4 II 5x6 2 rZ 3x4 3 4 � 6 5 Id o d 5x8= 5x5= 1 0 7 3x6 zz 5x5 3.00 12 i t5-13 10-10-12 15-1-3 5-13 -14 12� Plate Offsets(X.Y)— i2:0-2-410-3-41,f4:0-1-2,0-1-81.f6:0-2-12,0-2-81.f7:0-2-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) 0.12 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(TL) -0.30 5-6 >607 180 BCLL 0.0 Rep Stress Incr YES WE 0.98 Horz(TL) 0.13 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:88 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-7 WEDGE MiTek recommends that Stabilizers and required Cross bracing Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=822/Mechanical,4=822/Mechanical Max Horz 7=-820(LC 8) Max Uplift 7=-816(LC 8),4=375(LC 8) Max Grav 7=863(LC 14),4=822(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=827/52,3-4=-2272/843 BOT CHORD 6-7=0/663,5-6=624/1893,4-5=652/2003 WEBS 2-7=1037/712,2-6=60/568,3-6=-1310/1031,3-5=-76/521 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 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(it=lb) 7=816,4=375. 7)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IMTEK REFERENCE PAGE I1,711-7473 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 truss system.Before use,the building designer must verify the applicability of design parameters and property 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 MiTek" I 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,see ANSUTPII 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 36610 r Job , Truss Truss Type Qty Ply Burke Res T11346990 J33708 C13 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:23 2017 Page 1 I D:_YlxsB Go L819 MC4kOA4rJGzGI Sn-cHkROLjQ?Wpyp_?IXJwVvucrB rwLvH mvlSliruz6l D E 2.65 7-8-8 12-10-12 15-1-3 2�-5 5-2-3 5-2-3 2-2-8 Scale=1:38.9 1 2 6.00 12 3x4 3 0 d 1b ul 3x4 4 5 io 8 7 6 o`6 axe= d 4x4= Sx5 9 3x4 ZZ 3x6 II 3.00 12 25-13 7-8-8 12-10.12 15-1-3 25-13 5-2-11 5-2-3 2-2-8 Plate Offsets(X.Y)— (5:0-1-1,0-1-81,(6:0-2-8,0-2-121,f8:0-2-12.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) 0.11 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(TL) -0.19 6-7 >970 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:96 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=822/Mechanical,5=822/Mechanical Max Horz 9=691(LC 8) Max Uplift 9=754(LC 8),5=-437(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=799/584,1-2=286/208,2-3=-442/113,3-4=1179/499,4-5=-2099/1068 BOT CHORD 8-9=142/716,7-8=179/1003,6-7=-869/1750,5-6=890/1832 WEBS 1-8=567/779,2-8=-200/328,3-8=-886/788,3-7=68/331,4-7=785/700,4-6=80/350 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 9=754,5=437. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top Chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED hgTEK REFERENCE PAGE 11111-7473 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 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 WOW 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,see ANSVTPI1 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 36610 Job Truss Truss Type City Ply Burke Res T11346991 J33708 C14 Roof Special 1 1 Jab Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:23 2017 Page 1 1 D:_YlxsBGoL819MC4kOA4rJGzGISn-cHkROLjQ?Wpyp_?IXJwVvucrArl7vllvlSliruz6lDE 4-6-5 9-9-7 , 15-1-3 4-6-5 5-3-1 5-3-13 Scale=1:33.4 1 2 6.00 3x4 Q 3 19 d 4 Ia 6 5 7 3x6 II 3x8 = 1x4 II 5x5 = 4-6-5 9-9-7 15-1-3 4-&5 1 1 &3-13 Plate Offsets(X.Y)— 14:0-0-6.0-0-31.14:0-56.0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.50 Vert(LL) 0.05 5-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(TL) -0.08 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:86 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 7=822/Mechanical,4=822/Mechanical Max Horz 7=-581(LC 8) Max Uplift 7=-709(LC 8).4=-481(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=784/722,1-2=-474/428,2-3=648/358,3-4=1249/692 BOT CHORD 6-7=108/571,5-6=-457/1041,4-5=-457/1041 WEBS 1-6=690/766,2-6=202/299,3-6=-681/686 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=411;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=709,4=481. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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,see ANSVTPII 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 36610 Job Truss Truss Type Qty Ply Burke Res T11346992 J33708 C15 ROOF SPECIAL 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:24 2017 Page 1 ID_YlxsBGoLB19MC4kOA4rJGzGISn-4Tlpchk2mpxpR8aU4ORkS69uZFILeob2_6VFNLz61DD 6-10-8 11-2-5 16-0-0 6-10-8 4-3-13 4-9-11 Scale=1:30.2 5x5 = 13x8 = 2 6.00 12 1x4 -5- 3 4 v 4 t e 5 6 3x5 II 3x8= 3x4 = 6-10-8 16-0-0 1101 Plate Offsets(X,Y)— r2:0-3-0,0-2-81,r4:0-2-O,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.97 Vert(LL) 0.41 5-9 >463 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(TL) 0.30 5-9 >639 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:81 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 1-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=858/0-8-0,4=886/1-0-0 Max Horz 6=-502(LC 8) Max Uplift 6=-1176(LC 8),4=-1077(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=800/1040,1-2=765/1107,2-3=942/1117,3-4=-1359/1447 BOT CHORD 5-6=96/444,4-5=-1159/1147 WEBS 1-5=1284/877,2-5=-301/81,3-5=-424/622 NOTES- 1)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)The solid section of the plate is required to be placed over the splice line at joints)2. 4)Plate(s)at joint(s)6,4,5,1 and 3 checked for a plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)2 checked for a plus or minus 3 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 6=1 176,4=1 077. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Vat 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,see ANSUTP11 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 36610 lob, r Truss Truss Type Qty Ply Burke Res T11346993 J33708 C16 ROOF SPECIAL 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:24 2017 Page 1 I D:—YlxsBGoL819MC4kOA4rJGzGlSnATlpchk2mpxpR8aU4ORkS69xYFIGel52-6VFNLz6lDD 4-7-0 8-10-8 16-M 4-7-0 4-M 7-1-8 Scale=1:27.3 3x4 II 3x4= 4x6 — 1 2 3 6.00 h e 4 6• S �O C C 5 6 3x4 = 5x5= 3x4= i 8-10-8 16-0-0 8-10-8 7-1-8 Plate Offsets(X.Y)— 13:0-3-8.0-2-41.14:0-1-3.0-0-71.I6:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 Vert(LL) 0.41 5-6 >464 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(TL) -0.32 5-6 >587 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:75 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=895/1-0-0,6=849/0-8-0 Max Horz 6=-392(LC 8) Max Uplift 4=-1114(LC 8),6=-1139(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=969/1400,3-4=1225/1391 BOT CHORD 5.6=726/754,4-5=1004/969 WEBS 2-6=925/1172,2-5=562/296,3-5=-278/155 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.0psf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 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(jt=lb) 4=1114,6=1139. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED M/TEK REFERENCE 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 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 r 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,see ANSI1TPI1 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 36610 ,Job ' Truss Truss Type Qty Ply Burke Res T11346994 J33708 C17G ROOF SPECIAL GIRDER 1 1 Job Reference notional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:25 2017 Page 1 I D:—YlxsBGoL819MC4kOA4rJGzGISn-YgsBp01gX73g319hekyz?Ji4KfccN9jCDmEownz6IDC 55A 10-10-8 16-M 17.8-0 55-4 554 5-1-8 1 8 0 Scale=1:29.2 3x6 1I 4x8= Sx5 = 1 12 13 14 2 15 16 3 6.00 12 v N 4 17 18 19 7 20 21 6 5 8 3x12 = 1x4 II 3x6 11 3x4= i 5-5A 10-10-8 16-0-0 554 55-4 5-1-8 Plate Offsets(X,Y)— I1:0-2-4.0-2-121,13:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.90 Vert(LL) 0.21 6-7 >920 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(TL) -0.20 6-7 >943 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight:78 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except` TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc puffins, 3-5:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 1-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1471/0-8-0,4=148211-0-0 Max Horz 8=41B(LC 8) Max Uplift 8=-1605(LC 4),4=1673(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=1360/1500,1-2=-2128/2316,2-3=-2128/2316,3-4=-2318/2282 BOT CHORD 7-8=111/425,6-7=-1885/1999,4-6=1870/1980 WEBS 1-7=2503/2302,2-7=-854/1011,3-7=-284/144,3-6=-273/409 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 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 Ib uplift at joint(s)except(jt=lb) 8=1605,4=1673. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 Ib down and 255 Ib up at 0-11-4,225 Ib down and 259 Ib up at 2-114,225 Ib down and 259 Ib up at 4-114,225 Ib down and 259 Ib up at 6-114,and 225 Ib down and 259 Ib up at 8-11-4,and 288 Ib down and 466 Ib up at 10-10-8 on top chord,and 105 Ib down at 0-114,110 Ib down at 2-114,110 Ib down at 4-114,110 Ib down at 6-11-4,and 110 Ib down at 8-11-4,and 445 Ib down and 54 Ib up at 10-9-12 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=90,3-5=-90,8-9=20 on nue Inn Dane 9 ®WARNING-Verify daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r� ■ iTe�' building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing w Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Ir fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610 Job r Truss ]� usseTy Qty, Ply Burke Res T11346994 J33708 C17G RTrOOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:25 2017 Page 2 I D:_YlxsBGoL819MC4kOA4rJGzGISn-YgsBp01gX73g319hekyz?Ji4KfccNgjCDmEownz6IDC LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-115(B)6=-218(B)12=-107(B)13=-98(B)14=98(B)15=-98(B)16=-98(B)17=-46(B)18=-44(B)19=-44(B)20=-44(B)21=44(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek0 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 q � building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iUf 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,see ANSVTP11 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 36610 L I.Job Truss Truss Type Qty Ply Burke Res T11346995 J33708 D01G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:26 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-0sQZOMmII RBXgSjtCRTCXXEFz3uO6fWLSQ_MSDz61DB -18-0 2-8-0 5-0-2 9-8-0 11-8-0 13-8-0 1-8-0 2-8-0 2�3-0 4-M 2-0-0 211 Scale=1:25.6 4x8 = 4x6= 5 20 21 6 6.00 12 2x4 II 7 3x4 II m 3x4% 4 m d o N 3 8 A O t` ar 2 ,4Li d� 5x8 = 13 22 23 12 r ` E E 1x4 II 3x4= 1 E S 16 15 10 9 5x5 = 2x4 II 2x4 II 1ox10= 3x4 i i 2-8-0 5-0-0 9-8-0 11-8-0 13-8-0 21-0 2-0-0 4 S-0 2-0-0 2-0-0 Plate Offsets(X.Y)— r2:0-1-12,0-1-81.r5:0-5-4,0-2-01.r9:Edge.0-3-01.f11:0-5-8,0-2-41.f14:0-5-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) 0.17 13-14 >969 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.19 13-14 >843 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.60 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Weight:69 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 4-4-12 oc bracing. 4-15,8-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1357/0-8-0,9=1228/Mechanical Max Horz 2=198(LC 8) Max Uplift 2=-1187(LC 8),9=-982(LC 8) Max Grav 2=1381(LC 29),9=1229(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1535/1048,3-4=-2620/1917,4-5=-2464/1874,5-6=-1997/1720,6-7=2216/1820, 7-8=2056/1641 BOT CHORD 2-16=-872/1344,15-16=406/569,13-14=1572/2278,12-13=-1592/2325, 11-12=1488/1954,8-9=-1160/951 WEBS 5-13=-276/666,5-12=-376/95,6-12=268/549,3-16=-841/637,3-14=-811/1065, 14-16=-589/866,8-11=1 300/1668 NOTES- 1)Unbalanced roof live loads have been Considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1187,9=982. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)204 lb down and 215 lb up at 5-0-0.212 lb down and 207 lb up at 7-0-12,and 212 lb down and 207 lb up at 7-74,and 283 lb down and 426 lb up at 9-8-0 on top chord,and 363 lb down and 187 lb up at 5-0-0,75 lb down and 54 lb up at 7-0-12,and 75 lb down and 54 lb up at 7-7-4,and 285 lb down and 252 lb up at 9-7-4 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 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE 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 building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p p building design.Bracing indicated is to prevent buckling of individual Wss web and/or chord members only.Additional temporary and permanent bracing ,y'!'�'ek" is akvays 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,see ANSVTPH 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 36610 Job Truss Truss Type City Ply Burke Res T11346995 J33708 D01G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:26 2017 Page 2 I D:_YlxsBGoL819MC4k0A4rJGzGISn-OsQZOMmi I RBXgSjtCRTCXXEFz3u06fWLSQ_MSDz61DB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=90,5-6=-90,6-8=-90,15-17=-20,11-14=20,9-10=-20 Concentrated Loads(lb) Vert:5=-72(F)6=93(F)13=216(F)12=-266(F)20=-72(F)21=-72(F)22=-75(F)23=-75(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 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 property 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 �y� Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the pp�iTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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,Alexandda,VA 22314. Tampa,FL 36610 R � Jab Truss Truss Type Qty Ply TJfe— EastRes T11346996 J33708 D02 Hip 1 Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:27 2017 Page 1 ID:—YlxsBGoLB19MC4kOA4rJGzGI Sn-U2yEimw3kJ01c13m8_R4knWRSITrBkVg4j%_gz61DA 7-8-0 -1-8-0 2 7-0-0 11-8-0 13-8-0 1-&0 24i-0-8-0 4-0-0 4-0-0 04-0 Scale=1:30.1 4x8 M18SHS = 5 6.00 12 ao 2x4 I I 2x4 II 0 6 A 3x4 !� 4 7 3x4 3 - 0 2 2 10 _ 1.!.IN 4x8 = 11 0 s s — 1 s s 14 13 1x4 II 9 8 3x4 = 2x4 II 2x4 If 5x5 = 3x4 = 7-8-0 i 2-0-0 7-0-0 7-4-0 11-8-0 13-e-0 2V r 4-" 4-0-0 04-0 _Plate Offsets(X,Y)— 12:0-0-11,Edge1,18:0-2-8,0-2-121.[10:0-6-0,0-2-41.]12:0-5-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) 0.21 11-12 >763 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(TL) -0.27 11-12 >611 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WE 0.28 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:62 Ito FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-13,6-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 [be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=94310-8-0,8=700/Mechanical Max Horz 2=213(LC 7) Max Uplift 2=-816(LC 8),8=499(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=602/256,3-4=-11531725,4-5=-982/733,5-6=-981/739,6-7=-10481705 BOT CHORD 2-14=-155/412,13-14=330/379,4-12=133/264,11-12=-466/845,10-11=-466/845, 8-9=248/252,7-8=-628/447 WEBS 3-14=-384/249,5-11=85/295,3-12=492/638,7-10=-490/780 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.0psf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=816,8=499. 9)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.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 truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Vat 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,see ANSVTPH 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 36610 Job Truss Truss Type Qty Ply [Burke Res T11346997 D03 Roof Special 2 Reference(optional) East Coast Truss, Ft.Pierre,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:28 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-yFXKR2nZg2RFwmtFJsWgcy"8seZael evkTTW6z61D9 1 8-0 111515 2 8-0 7-4-0 11-8-0 13-8-0 1-0 1-1-1 4-M 4-4-0 2-0-0 Scale=1:28.6 4x6 = 5 6.00 12 d 2x4 II 2x4 II 6 3x4 i 4 3 7 3x4 0 2 ao z fo _ a Id s 4x8= 11 4 1 s 1x4 I c s 14 13 9 8 3x4= 2x4 II 2x4 II 5x5= 3x4= i 11i-15 2-8-0 7-0-0 11-8-0 13-8-0 1-0-15 1-1-1 4-8-0 4 4-0 2-0-0 Plate Offsets(X.Y)— 12:0-0-11.Edael 18:0-2-8.0-2-121 f10:0-6-4.0-2-41 f12:0-5-8,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.55 Vert(LL) 0.22 11-12 >744 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(TL) -0.27 11-12 >602 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:62 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 4-13,6-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2=943/0-8-0,8=700/Mechanical Max Horz 2=218(LC 7) Max Uplift 2=-817(LC 8),8=498(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=608/263,3-4=11381711.4-5=-966/722,5-6=965/727,6-7=-1041/698 BOT CHORD 2-14=161/420,13-14=338/385,4-12=-141/278,11-12=-448/825,10-11=448/825, 8-9=255/257,7-8=-626/445 WEBS 3-14=-394/251,3-12=-483/627,5-11=-90/298,7-10=-482/772 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. I%Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 0=1b) 2=817,8=498. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify dWgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pi�.�` building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WOW 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,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 69134 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 � r .lob Truss Truss Type Qty Ply Burke Res T11346998 J33708 D04 Common 7 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:28 2017 Page 1 I D:_YlxsBGoLB 19MC4kOA4rJGzGISn-yFXKR2nZg2RFwmtFJsWgcyKfdsiWahhevkTTW6z61D9 -1-8-0 7-4-0 i 13-8-0 74-0 6-4-0 Scale=1:27.1 4x6 = 3 6.00 12 d 4 4x4 5 2 I6 s e 1 s e s 1x4 II 3x4 = 3x8 II i 7-4-0 13-8-0 7-4-0 Plate Offs IS(X Y)— 15:0-3-0,0-2-131 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) 0.07 6-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.41 Vert(TL) -0.14 6-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:57 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x6 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=721/Mechanical,2=938/0-8-0 Max Horz 2=219(LC 7) Max Uplift 5=-513(LC 8),2=-813(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=951/651,3-5=-808/666 BOT CHORD 2-6=393/723,5-6=393/723 WEBS 3-6=0/278 NOTES- 1)Unbalanced roof jive loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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)Refer to girder(s)for truss to truss Connections. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=513,2=813. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'M."gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ii�.YY■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 property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 36610 A Job y Truss Truss Type Qty Ply Burke Res T11346999 J33708 D05 Common 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:29 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-RR5ifOoBbMZ6XvSStZ1 v99sgxGO9J6an80003Yz61 D8 1 8 0 7.4-0 10-M 1 8-0 74-0 2-8-0 Scale=1:27.1 US = 3 3x4 4 6.00 12 N 2 se 1 c g 63x4= s s 53x6 II 3x4= 713-0 10-0-0 713-0 2-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) 0.16 6-9 >743 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.52 Vert(TL) -0.22 6-9 >529 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:48 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=712/0-8-0,5=528/0-8-0 Max Horz 2=399(LC 8) Max Uplift 2=-623(LC 8),5=-400(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=546/279,3-4=414/335,4-5=-574/438 BOT CHORD 2-6=272/377 WEBS 3-6=173/270,4-6=-399/564 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its Center. 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(jt=lb) 2=623,5=400. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-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 �® a truss system.Before use,the building designer must verify 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.Additional temporary and permanent bracing ry fiTek" 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,see ANSVTPI1 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 36610 .Job• r r Truss Truss Type City Ply Burke Res T11347000 J33708 D06 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:29 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-RR5ifOoBbMZ6XvSStZ1 v99sgxGl IJ6Wn80CO3Yz6ID8 741-0 a o 743-0 104)-o 1 e o 7-0-0 24-0 0-a.o Scale=1:27.9 4x8 M18SHS= 3 3x4 4 6.o0 12 M m 2 1 s g g 63x4 c s = e s 5 3x4 = 3x6 II 7-8-0 7-0-0 100-0 7-0 0 04-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) 0.16 6-9 >757 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.51 Vert(TL) -0.22 6-9 >532 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-AS Weight:48 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=712/0-8-0,5=528/0-8-0 Max Horz 2=399(LC 8) Max Uplift 2=-623(LC 8),5=-400(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=550/281,3-4=-418/336,4-5=-573/437 BOT CHORD 2-6=280/384 WEBS 4-6=410/573,3-6=-181/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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(jt=lb) 2=623,5=400. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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,see ANSUTPII 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 36610 Job r r Truss Truss Type Qty, Ply Burke Res T11347001 J33708 D07G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:30 2017 Page 1 ID_YlxsBGoL819MC4kOA4rJGzGISn-vdf4skppMfhy931eRHY8iNPzcgPY2TgxM2yZb—z61D7 5-0-0 9-8-0 13-M i 1-8-0 5-0-0 4 8-0 4-M Scale=1:25.2 4x8 = 4x6 = 3 16 17 4 6.00 12 5 4x4 m T 0 0 N 6 N 2 d G � 18 19 0 1 s c a 1x4 II 7 3x4 = 5x5= 3x8 II 5-0 9-7-8 9 3-8-0 5-M 4-7-8 0--8 4-0-0 Plate Offsets(X,Y)— (3:0-5-4 0-2-01,16:0-6-1.0-0-51 f7:0-2-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.80 Vert(LL) 0.03 8-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.38 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:65lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 -MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x6 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=192/0-2-0,2=877/0-8-0,7=1263/0-3-8 Max Horz 2=190(LC 25) Max Uplift 6=-459(LC 25),2=-834(LC 8),7=978(LC 5) Max Grav 6=411(LC 14),2=877(LC 1).7=1371(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1082/831,3-4=359/599,4-6=-357/572 BOT CHORD 2-8=626/923,7-8=-628/950,6-7=-358/294 WEBS 3-8=44/463,3-7=-1205/757,4-7=-582/637 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plate(s)at joint(s)3,6,6,2,8 and 7 checked for a plus or minus 0 degree rotation about its center. 5)Plate(s)at joint(s)4 checked for a plus or minus 4 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 6=459,2=834,7=978. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)213 lb down and 261 lb up at 5-0-0,221 lb down and 252 lb up at 7-0-12,and 221 lb down and 252 lb up at 7-7-4,and 213 lb down and 261 lb up at 9-8-0 on top chord,and 347 lb down and 150 lb up at 5-0-0,50 lb down at 7-0-12,and 50 lb down at 7-7-4,and 59 lb down and 33 lb up at 9-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11) 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=90,3-4=-90,4-6=90,9-13=20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 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 pp■■��g�.Y building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y'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,see ANSVTPI1 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 36610 Job• r Truss Truss Type Qty Ply Burke Res T11347001 J33708 D07G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:30 2017 Page 2 1 D:_YlxsBGoLB19MC4k0A4rJGzGISn-vdf4skppMfhy931 eRHY8iNPzcgPY2TgxM2yZb_z61D7 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=92(13)4=92(13)8=-187(B)7=-32(B)16=92(13)17=-92(B)18=-42(B)19=42(13) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall r 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,see ANSVTPI1 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,Alexandra,VA 22314. Tampa,FL 36610 l Job Truss Truss Type City Ply Burke Res T11347002 J33708 E01 G Half Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:31 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-NgDS44pR6zppnDcq?_3NEaxAR4bHnwE4bih77Rz61D6 1 8-0 2 8-1 6-0-0 8-11-0 12-9-15 14-10-7 18-0 2-8-1 2-0-15 3-11-0 3-11-0 2: Scale=1:28.4 48 = 1x4 II 4x4 = 5 19 20 6 21 22 7 6.00 12 3x4 i m 3x4 i 4 6 c� 3 2 3 io a 3x10= 12 23 24 11 25 2 1 a s 15 14 3x4 = 3x8 = 8 9 3x6 11 3x4 I I 3x6 3x4 = 2x4 = -B- 5-M 8- -0 -9-5 4-0-7 i 2 1 11 12 1 1 1 2-8-1 2 3-15 3-11-0 3-11-0 2-0-7 Plate Offsets(X,Y)— 15:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(TL) -0.13 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0,63 Horz(TL) 0,06 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight:81 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 4-7-8 oc puriins, BOT CHORD 2x4 SP No.2"Except' except end verticals. 4-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or4-9-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=831/Mechanical,2=997/0-8-0 Max Horz 2=411(LC 8) Max Uplift 8=-672(LC 8),2=-891(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=910/547,3-4=-1520/1194,4-5=-140811165,5-6=1337/1173,6-7=-1337/1173, 8-10=793/694,7-10=-742/707 BOT CHORD 2-15=646/756,14-15=-646/756,12-13=-1461/1613,11-12=-1119/1251 WEBS 4-12=-410/366,5-12=-110/266,6-11=-504/629,7-11=1 241/1384,3-15=-431/432, 3-13=-643/661 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=672,2=891. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 lb down and 156 lb up at 5-0-0,158 lb down and 147 lb up at 7-0-13,158 lb down and 147 lb up at 9-0-13,and 158 lb down and 147 lb up at 11-0-13,and 158 lb down and 147 lb up at 13-0-13 on top chord,and 15 lb down and 0 lb up at 5-0-1.9 lb down and 0 lb up at 7-0-13,9 lb dawn and 0 lb up at 9-0-13,and 9 lb down and 0 lb up at 11-0-13,and 9 lb down and 0 lb up at 12-9-15 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 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' Ives' building design.Bracing Indicated is to prevent buckling of individual truss web andfor chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iUl fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Informatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job r Truss Truss Type Qty Ply Burke Res T11347002 J33708 E01G Half Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:31 2017 Page 2 ID_YlxsBGoLB19MC4k0A4rJGzGISn-NgDS44pR6zppnDcg7_3NEaxAR4bHnwE4bih77Rz61D6 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=90,5-7=90,14-16=20,10-13=-20,8-9=-20 Concentrated Loads(lb) Vert:5=-3(F)12=0(F)19=-3(F)20=-3(F)21=-3(F)22=-3(F)23=0(F)24=0(F)25=0(F)26=0(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.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 truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall r building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �i'�'�k" 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,see ANSVTPII 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,Alexandda,VA 22314. Tampa,FL 36610 Job Truss Truss Type City Ply Burke Res ' T11347003 J33708 E02 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:32 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-rOnrHQg3tHxgONB1 YiacnoULnTzhWQIEgMRgftz61D5 1 8-0 2 8-1 7-1-0 10-11-11 12-9-15 14-10-7 1 8 0 2 8-1 4-4-15 3-10-11 1-10 4 2-0-7 Scale=1:29.5 4x6 = 3x4= 2x4 II 5 6 7 6.00 12 3x6 3x4% 4 3 2 2 0 o' a 3x10 = 11 1 c 4x8= s 14 13 9 g 1x4 11 3x4 11 3x6 I I 3x4 = 4x4 = 2-8-1 7-1-0 12-9-15 14-10.7 2-8-1 4-4-15 5-8-15 2-0-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) -0.21 10-11 >856 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:84 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. 4-13:2x4 SP No.3 MiTek recommends that Stabilizers and required Cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=821/Mechanical,2=992/0-8-0 Max Harz 2=525(LC 8) Max Uplift 8=-588(LC 8),2=-800(LC 8) Max Grav 8=821(LC 17),2=992(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=899/386,3-4=1 55311049,4-5=1152/731,5-6=-955/754,8-1 0=-783/61 1 BOT CHORD 2-14=-612/736,13-14=612/736,11-12=1537/1709,10-11=-599/719 WEBS 4-11=810/789,6-11=-205/336,6-10=-878/783,3-14=419/383,3-12=697/732 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its Center. 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 8=588,2=800. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 building component,not �®®®®at a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ty� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the pqiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 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 36610 Job � Truss Truss Type Qty Ply Burke Res T11347004 r J33708 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:33 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGI Sn-JCLDUmrhea3XOXmD6P5rJ?1 REtKxFgzN30ADCJz61D4 -1-8-0 2-8-1 9-0-0 12-9-15 15-1-12 1-8-0 2-8-1 r 6-3-15 3-9-15 2-3-12 Scale=1:33.9 US M18SHS= 3x4= 5x8= 5 6 18 1 6.00 12 m 0 3x8 ! o d 3x4! 4 3 2 1 3x10 1� e e = 10 _ to 1 e e 13 12 4x8 = 7 8 3x4 = 1x4 II 3x4 II VERTICAL SUPPORT OF FREE END 2x4 11 OF CHORD IS REQUIRED. i 2-8-1 9-0-0 12-9-15 15-1-12 2-8-1 6-3-15 3-9-15 2-3-12 Plate Offsets(X.Y)— (5:0-5-0.0-2-01,(6:0-1-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.97 Vert(LL) 0.16 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(TL) -0.23 10-11 >792 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) -0.08 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:87 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 4-12:2x4 SP No.3 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required Cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=101210-8-0,18=799/0-3-8 Max Horz 2=630(LC 8) Max Uplift 2=786(LC 8),18=-600(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=841/276,34=1595/1041,4-5=979/553,5-6=-746/622 BOTCHORD 2-13=-602/683,12-13=-602/683,10-11=1771/1935 WEBS 4-10=-1200/1134,5-10=-203/356,6-10=-697/811,3-13=-415/350,3-11=-865/890 NOTES- 1)Unbalanced roof live loads have been Considered for this design. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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. 8)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=lb) 2=786,18=600. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom Chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 a truss system.Before use,the building designer must verify the applicability of design parameters and property 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 bracing WOW �iTe k" 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,see ANS11TPII quality Criteria,DSB-99 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 36610 Job Truss Truss Type Qty, Ply Burke Res ' T11347005 J33708 E04 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:34 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzGISn-nPvbi5sJPuBOehLPg7c4sDZiZHew IzXHgwnkmz61D3 221 10-6-0 12-9-15 15-1-12 2-8-1 7-9-15 2-3-15 2-3-12 4x8 M18SHS = 3x4 = Scale=1:36.1 5x8 = 4 5 6.00 12 1 17 m 5x5 i 3x4 3 d 2 1 0 0 u5 " e 3x10 = 9 2x4 = 12 11 48= 6 1x4 II 3x4 II VERTICAL SUPPORT OF FREE END 7 2x4 II 3x4 = OF CHORD IS REQUIRED. i 2-8-1 10-0-0 12-9-15 15-1-12 21-1 7-9-15 2-3-15 2-3-12 Plate Offsets(X Y)— I1:0-0-15,0-0-11.13:0-1-4.0-2-81,14:0-5-0,0-2-01 i5:0-1-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) 0.23 9-10 >789 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(TL) -0.38 9-10 >475 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.09 17 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:90 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2'Except* WEBS 1 Row at midpt 3-9 3-11:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide, REACTIONS. (lb/size) 1=855/0-8-0,17=800/0-3-8 Max Horz 1=577(LC 8) Max Uplift 1=-516(LC 8),17=-633(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=855/305,2-3=-1681/1130,3-4=829/380,4-5=-576/497 BOT CHORD 1-12=705/681,11-12=-705/681,3-10=-68/260,9-10=2118/21197 WEBS 3-9=161411606,4-9=-316/477,5-9=726/829,2-12=-371/279,2-10=-993/1042 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The solid section of the plate is required to be placed over the splice line atjoint(s)10. 6)Plate(s)atjoint(s)1,4,5,6,11,3,8,9,2,12 and 13 checked for a plus or minus 0 degree rotation about its center. 7)Plate(s)atjoint(s)10 checked for a plus or minus 5 degree rotation about its center. 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) Bearing at joint(s)17 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=516,17=633. 12)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■■■��`�YY 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,see ANSVTPI1 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 36610 Pr � Job Truss Truss Type Qty Ply Burke Res T11347006 J33708 • E05 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:34 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-nPvbi5sJ PuBOehLPg7c4sDZfSHeu_IOXHgwnkmz61D3 2-8 1 7-7-1 12-6-0 12 9 5 15-1-12 211 4-11-0 4-11-0 0. 5 2-3-12 5x5 = 6x6 I I Scale=1:39.8 5 6 6.00 12 ,x4 II 4El 3x4 = 1 18 m � r- u5 � 3x6 i 0 3x4 3 4 2 1 1 10 4x4 = Ia 3x10 = 19 20 13 12 4x8= 8 7 3x4 = 1.4 II 3x4 = VERTICAL SUPPORT OF FREE END 2x4 II OF CHORD IS REQUIRED. i 2-8-1 12-9-15 15-1-12 2-8-1 411-0 5-2-15 2-3-12 Plate Offsets(X Y)— I1:0-0-15.0-0-11.I5:0-2-8.0-2-41.112:Edge,0-1-81 I13:0-2-8,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) 0.15 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(TL) -0.19 9-10 >934 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.08 18 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:97 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-12:2x4 SP No.3 WEBS 1 Row at midpt 5-10 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=84810-8-1,1 8=8 0810-3-8 Max Horz 1=687(LC 8) Max Uplift 1=-466(LC 8),18=683(LC 8) Max Grav 1=848(LC 1),18=859(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=979/305,2-3=-1641/975,3-4=1171/570,4-5=-1221/884,9-14=666/828, 6-14=-666/828 BOT CHORD 1-13=-8531862,12-13=-853/862,11-12=247/282,10-11=1 83211919,9-10=-295/320 WEBS 3-10=889/931,4-1 0=520164 8,5-10=-940/1108,5-9=731/772,2-13=4511420, 2-11=-679/759 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)The solid section of the plate is required to be placed over the splice line at joint(s)11. 5)Plate(s)at joint(s)1,5,6,7,12,3,9,4,10,2,13 and 14 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)11 checked for a plus or minus 5 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tid between the bottom chord and any other members,with BCDL=10.0psf. 9)Bearing at joint(s)18 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=466,18=683. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verity,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall my building design.Bracing Indicated is to prevent buckling of individual truss web andfor 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,see ANSIITPII Quality Criterla,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 36610 r r Job Truss Truss Type City Ply Burke Res • T11347007 J33708 E06 Half Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:35 2017 Page 1 1 D:_YlxsBGoLB19MC4kOA4rJGzGISn-FbTzvRtyACJFFrvcEg8JOQ6grh3 WjodgWKfKGCz6ID2 7-5-14 14-5.15 _ 15-1-1,1 7-5-14 7-0-1 0.7-1� 6.00 12 4x8—_ Scale=1:43.0 4 4x4 i 3 3.4 II 5x5 i 3x4 = 2 7 0y 1 r— c1 1 0 0 6 5 3x4 = 1x4 11 4x4 = 7-5-14 14-10-3 1511 7-5-14 7-4-5 01131181 Plate Offsets(X,Y)— 11:0-2-0 0-1-51.(3:0-2-0,Edge1 14:0-4-8 Ed0e1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) 0.12 6-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.52 Vert(TL) -0.17 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) -0.12 7 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:80 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 4-5:2x4 SP No.3 WEBS 1 Row at midpt 2-5 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=830/Mechanical,7=78710-3-5 Max Horz 1=806(LC 8) Max Uplift 1=-402(LC 8),7=769(LC 8) Max Grav 1=830(LC 1),7=823(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1115/324,5-7=407/536,4-7=-287/362 BOT CHORD 1-6=870/926,5-6=-870/926 WEBS 2-6=0/319,2-5=1005/942 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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)Bearing at joint(s)7 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=402,7=769. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Venlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 truss system.Before use,the building designer must verify the applicability of design parameters and property 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 bracing iViiTek' 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,see ANSIRPI7 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 36610 i l Job Truss Truss Type City Ply Burke Res ' T11347008 J33708 E07 Half Hip 5 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:36 2017 Page 1 ID_YlxsBGoL819MC4kOA4rJGzGISn-jnOL7ntaxVR6t UonXfYxef K5Q?SF2pl—Puoez61D1 7-7-15 15-1-11 7-7-15 7-5-11 6.00 12 4 Scale=1:43.4 4x6 4x4 i 3 5x5 2 3x4 = W 11 n d P 1 d 6 5 3x4 = 1x4 II 4x4 = 7-7-15 15-1-11 7-7-15 7-5-11 Plate Offsets(X.Y)— I1:0-1-2,0-0-61 f3:0-2-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Vert(LL) 0.13 6-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.50 Vert(TL) -0.17 6-10 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.34 Horz(TL) -0.24 11 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:80 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-5 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=847/Mechanical,11=770/0-3-8 Max Horz 1=806(LC 8) Max Uplift 1=-419(LC 8),11=-752(LC 8) Max Grav 1=847(LC 1),11=806(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1128/341,5-7=428/554,4-7=-428/554 BOT CHORD 1-6=878/935,5-6=-878/935 WEBS 2-6=0/314,2-5=999/938 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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)Bearing at joint(s)11 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 1=419,11=752. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 truss system.Before use,the building designer must verify 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.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,see ANSUTPII 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 36610 r r Job Truss Truss Type Qty Ply Burke Res T11347009 J33708 F01G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:37 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzGISn-C akK7uCipZzV83—LFAnUrB76Uh6Be6zze8RL5z61DO 1-8 0 2 4-0 5-0-0 7-8-0 10 4-0 12-8-0 15-4-0 17-0 0 1-8-0—T 2-0-0 2-8-0 2-8-0 2-4-0 211 1-8-0 Scale=1:31.3 4x4= 3x4 = 4x4 = 5 28 6 29 7 d 6.00 2 2x4 2x4 II i5x 4 8 Sx5 d 9 N 3 2 8 15 10 0 m 3 10 M18SHS= 17 30 31 16 3x10 M18SHS I o e e 3x4= 3x4 = e e 11 1 c e 21 20 19 14 13 12 a e 4x4= 1x4 II 2x4 II 2x4 I 1x4 II 4x4 — -0 8 5-09 0 0 -8-0 -0 5 0 2-4-0 0-4 2-4-0 5-4-0 2-4-0 0-4 2-4-0 Plate offsets(x,Y)— r8:0-0-0,0-0-01.f9:0-0-0,0-0-01.112:0-2-8,0-0-81,121:0-2-8.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) 0.28 19 >655 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(TL) -0.37 19 >503 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Horz(TL) 0.23 10 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Weight:74 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing. Except: 4-20,8-13:2x4 SP No.2 10-0-0 oc bracing:18-20,13-15 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [installation guide. REACTIONS. (lb/size) 2=1424/0-8-0,10=142310-8-0 Max Harz 2=175(LC 24) Max Uplift 2=1188(LC 8).10=-1188(LC 8) Max Grav 2=1431(LC 29),10=1431(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=971/718,3-4=-2770/1870,4-5=2601/1812,5-6=2404/1750,6-7=-2374/1750, 7-8=2575/1812,8-9=-2730/1870,9-10=-965/719 BOT CHORD 2-21=-404/767,20-21=-342/653,17-18=-1342/2440,16-17=-1623/2625, 15-16=1356/2346,12-13=-346/608,10-12=-409/714 WEBS 5-17=-367/690,6-16=-331/356,7-16=-367/692,3-21=720/419,9-12=675/419, 3-18=1099/1830,9-15=-1099/1715,6-17=331/356 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1188,10=1188. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)209 lb down and 224 lb up at 5-0-0.217 lb down and 215 lb up at 7-0-12,and 217 lb down and 215 lb up at 8-3-4,and 209 lb down and 224 lb up at 10-4-0 on top chord,and 272 lb down and 143 lb up at 5-0-0,66 Ib down and 46 lb up at 7-0-12,and 66 lb down and 46 Ito up at 8-3-4,and 272 lb down and 143 Ill up at 10-3-4 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 ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 't 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 ��AiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII 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 36610 r Job Truss Truss Type City Ply Burke Res ' T11347009 J33708 FO1G Hip Girder 1 1 Jab Reference o tional East Coast Truss, Ft,Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:37 2017 Page 2 I D:_YlxsBGo L819 MC4k0A4rJGzGI Sn-C_akK7u CipZzV83_LFAnUrB76Uh6Be6zze8R L5z61 D D LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=90,5-7=-90,7-11=90,20-22=20,19-20=20,15-18=20,13-14=20,13-25=-20 Concentrated Loads(lb) Vert:5=-80(F)7=80(F)17=-189(F)16=-189(F)28=-80(F)29=-80(F)30=-66(F)31=-66(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 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 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 fyi Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the �A/�iTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610 Job Truss Truss Type Oty Ply Burke Res T11347010 'J33708 F02 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:38 2017 Page 1 ID: YlxsBGoL819MC4kOA4rJGzGISn-gA86YTvgT7ig6leAvyh003kM2u1Lw926C1u—t)(z61D? 7-M 84-0 12-M 14-5-0 1 8 0 2-4-0 4-8-0 1-4-0 4-4-0 1-9-0 4x6= 4x6 = Scale=1:29.1 5 6 6.00 12 ci 2x4 11 d �5 4x4! 4 7 3x10 II 3 8 m 2 5 11 d I4 Ll 3x 0 M18SHS= 14 13 0 e 1 x4 I I 1 x4 I I 1 e s 18 17 16 12 10 1 x4 11 2x4 11 1 x4 I I 9 3x4 = 1x4 II 3x4= -0 -0 48-0 1 5-0 24-0 -4 4-4-0 1-4-0 4-4-0 -4 1-5-0 Plate Offsets(X.Y)— 12:0-2-0,Edgel,f7:0-2-0,0-0-131,18:0-5-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Vert(LL) 0.28 16 >605 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(TL) -0.35 14-15 >492 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 Code FBC20147TPI2007 Matrix-AS Weight:63 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. Except: 4-17:2x4 SP No.3 6-0-0 oc bracing:15-17 WEBS 2x4 SP No.3 8-11-0 oc bracing:11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=972/0-8-0,9=775/Mechanical Max Horz 2=211(LC 7) Max Uplift 2=-819(LC 8),9=547(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=405/146,3-4=-1361/877,4-5=-988/687,5-6=-841/745,6-7=-1040/700, 7-8=339/247 BOT CHORD 14-15=-417/837,13-14=-416/841,11-13=415/834,7-11=415/834,8-9=-757/548 WEBS 3-18=-286/152,3-15=-732/1048 NOTES- 1)Unbalanced roof live loads have been Considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`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. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 2=819,9=547. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 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,see ANSVTPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Atexandda,VA 22314. Tampa,FL 36610 T Job Truss Truss Type Qty Ply Burke Res T11347011 J33708 F03 Roof Special 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:39 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-8MiUlpwSEQghkSDNTgCFZGHXvIMwfcFGRydYPzz61D_ 1 8-0 2 8-0 7-8-0 12-M 14-50 1-8-0 NM 5-0-0 5-M 1-g-0 Scale:3/8"=l' 4x6= 5 6.00 12 2x4 II 4x4! 4 6 3x10 II 3 7 m m 2 3 10 LII$ 3 10 M18SHS= 12 1 a e 14 1x4 II e e 16 15 11 9 8 3x4 = 1x4 II 2x4 II 4x4 = 1x4 II 1x4 II -0 -0 2-0-0 00 5-M 5-M 1-9-0 Plate Offsets(X,Y)— I2:0-2-O,Edgel,I6:O-2-0,0-1-11,I7:0-5-9.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.30 14 >566 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(TL) -0.36 14 >473 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014fFP12007 Matrix-AS Weight:60 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 4-15:2x4 SP No.3 6-0-0 oc bracing:13-15 WEBS 2x4 SP No.3 9-4-0 oc bracing:10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=971/0-8-0,8=776/Mechanical Max Horz 2=228(LC 7) Max Uplift 2=-818(LC 8),8=-548(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=390/115,3-4=-1331/846,4-5=-952/658,5-6=1007/671,6-7=-338/247 BOT CHORD 12-13=-378/799,10-12=378/799,6-10=-378/799,7-8=-756/547 WEBS 5-12=-7/295,3-16=-260/126,3-13=-740/1062 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.0psf;BCDL=6.Opsf;h=39ft;B=451t;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=818,8=548. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MFekS 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 i V I is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the +�riTak' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TP11 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,Alexandda,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Burke Res T11347012 J33708 t F04 Common 6 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:39 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-8MiUlpwSEQghkSDNTgCFZGHX?I RNfgJGRydYPzz61D_ -1-8-0 7-8-0 14-5-0 1-8 0 7-8-0 6-9-0 Scale=1:28.2 5x6 = 3 6.00 12 w N 4 4x4 v 5 di 2 s Id d� s 1 s s 6 1x4 II 3x4 = 3x8 II - i 7-8-0 14-5-0 7-e-o 6-9-0 Plate Offsets(X.Y)— 15:0-3-8.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.09 6-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(TL) -0.17 6-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:59 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=76 1/Mechanical,2=98010-8-0 Max Horz 2=229(LC 7) Max Uplift 5=-543(LC 8),2=844(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1015/696,3-5=866/709 BOT CHORD 2-6=419/774,5-6=-419/774 WEBS 3-6=0/296 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 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 chard 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)except Qt=lb) 5=543,2=844. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'1W gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. �* Design valid for use onywith MTek®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 property 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,see ANSIITPII 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 36610 r I Job Truss Truss Type Qty Ply Burke Res T11347013 J33708 F05 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:40 2017 Page 1 I D:—YlxsB GOL819MC4kOA4rJ GzGI S n-cYGsy9w4?kyYMcoZONj U5Upig i nOOxxPgcN5xPz6I Cz 1 8 0 7-8-0 9-0-0 12-0-0 14-5-0 1 8 0 75-0 2M 35-0 1-11-0 Scale=1:29.7 4x6= 3 6.00 12 m N 4 3x10 11 r � 5 2 03x6= 6 1.LID, Iwo 1 s s 12 11 9 7 2x4 11 1 x4 I I 6 3x4= 1x4 II 4x4 = i 780-0 Moo 114151-0-0 Plate Offsets(X,Y)— f4:0-2-0,0-1-51.f5:0-5-9,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.13 12-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.50 Vert(TL) -0.28 12-15 >620 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:59 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.1'Except' 9-4-0 oc bracing:8-10 7-8:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=951/0-8-0,6=813/Mechanical Max Horz 2=228(LC 7) Max Uplift 2=-805(LC 8),6=551(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=888/574,3-4=-1004/666,4-5=-352/250 BOT CHORD 2-12=312/659,8-10=-376/795,4-8=376/795,5-6=-787/554 WEBS 3-10=0/274 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chard 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 2=805,6=551. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum sheetrtrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-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 Individuat building component,not �y�, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ii�.i■i building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw 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,see ANSIfTPl1 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 36610 t t Job Truss Truss Type Qty Ply Burke Res T11347014 J3370B G01 G Half Hip Girder 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:43 2017 Page 1 I D:_YlxsBGo L819 MC4kOA4rJ GzGI Sn-07x?bAzzlfK6 D3XBiVH Bj6RACvkQbFsrMZblXkz61 Cw 3-0-4 5-9-0 10-4-11 14-8-0 1"-0 23-9-8 29-9-10 34-10-6 39-11-3 45-0-0 49-0-0_J 3-0-4 2�-12 4-7-11 4-15 5-2-0 4-1-8 6-0-2 5-0-13 5-0-13 5-0-13 4-0-0 Scale=1:83.3 _ 8x10 M18SHS = 12x14 M18SHS = 10x10 M18SHS = Sx8 WB = 6.00 12 8x8 3x8 I 6x8M18SHS= 3x8 11 3x8 II 7x8= 3x8 11 1ox10M18SHS = 4x6 11 4x4 4 38 39 540 41 42 6 43 447 45 846 47 489 49 1050 11 51 52 53 1254 55 13 14 56 57 15 58 16 59 4x4 ! 3 2 0 d 1 316160062 63 29 28 64 27 65 66 26 237 2168 69 23 70 2271 72 73 21 20 74 75 1q6 77 78 79 1880 81 17 5x8 I I 34 I I 7x6 = 6x8 = 3x6 I I 10x16 = 6x12 M18SHS = 7x8 3x8 11 8x14 M18SHS = 5x14 M18SHS I I 54 I I Sx10= 8x8 WB= 3x6 II 6x8 M18SHS = i 3-0-0 5-9-0 104-11 14-0-0 19-8-0 23-9-8 29-9-10 34-10� 39-11-3 45-0-0 49-0-0 3-0-4 2-8-12 4-7-11 4-1-5 5-2-0 4-1-8 6-0-2 5-0-13 5-0-13 5-0-13 41 Plate Offsets(X,Y)— [1:0-4-0,0-1-5],[4:0-2-8,0-4-0],[B:0-4-12,0-6-0j,[9:0-5-4,0-1-8],[10:0-2-8,0-6-0],[11:0-5-12,0-1-8],[12:0-2-0,0-5-0],[13:0-4-0,Edge],[14:0-5-12,0-1-8], r15:0-5-0.0-5-121,[21:0-5-12,0-1-81,f22:0-2-12.0-3-121.124:0-5-12.0-2-41,126:0-6-0,0-641.129:0-5-0 0-5-81,f30:0-3-0.0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(LL) 0.51 21-22 >589 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(TL) -0.57 21-22 >536 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.09 18 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:891 Ito FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, 1-4:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. 1-28:2x8 SP No.2 WEBS 1 Row at midpt 12-19,15-19,6-26,10-24 WEBS 2x4 SP No.3'Except 16-17,8-26:2x6 SP No.2,6-29,12-22,12-19:2x4 SP No.2 8-26,15-18:2x8 SP No.2,8-24:2x6 SP SS,10-22,10-24:2x4 SP No.1 15-19,6-26:2x4 SP 285OF 1.8E OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. All bearings 1-0-0 except(jt=length)26=1-6-10(input:0-4-0),18=0-11-0(input: 0-4-0). (lb)- Max Horz 1=311(LC 25) Max Uplift All uplift 100 lb or less atjoint(s)except 1=-3576(LC 8),17=200(LC 5). 26=27242(LC 8),18=15637(LC 8) Max Grav All reactions 250 lb or less atjoint(s)except 1=4615(LC 1),17=442(LC 1), 26=31594(LC 1),18=18662(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=5461/4327,3-4=-5408/4247,4-5=2821/2372,5-6=-281112363,6-8=15006/17846, 8-9=1721/1476,9-10=-1721/1476,1 0-1 1=-1 79 4111 5 072,11-12=-17941/15072, 12-14=-14173/11970,14-15=14173/11970,15-16=269/312,16-17=689/433 BOT CHORD 1-31=-3751/4496,30-31=3751/4496,29-30=4067/5063,27-29=-4292/3387, 26-27=-4292/3387,24-26=-16015/13448,23-24=-9948/11939,22-23=9903/11893, 21-22=-17660/20980,19-21=17660/20980,18-19=-312/269,17-18=-312/269 WEBS 3-31=-710/732,3-30=429/601,4-30=-2181/2862,4-29=2804/2122,5-29=-2094/1745, 6-29=7317/9175,6-27=-1274/1300,8-26=19635/16705,8-24=19967123956, 9-24=-4546/3452,10-22=8126/9515,11-22=3173/2530,12-22=-3671/3115, 12-21=-1970/2063,12-19=-8195/6850,14-19=3505/2710,1 5-1 9=1 4 7 3 4/1 743 8, 15-18=15037/12430,6-26=16174/13966,10-23=755/770,10-24=14889/12591 NOTES- 1)2-ply truss to be connected together with tOd(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ive loads have been ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use onlywilh 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 propedy 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 ty� Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the ppqiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPi1 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 36610 r t. Job Truss Truss Type City Ply Burke Res ' T11347014 J33708 G01 G Half Hip Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 B.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:44 2017 Page 2 ID:_YlxsBGoL819MC4kOA4rJGzG1Sn-UKVNoWzb2zSzrD5KFDoQGK LxJ3N6?aDLJ4Bz61Cv NOTES- 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=49ft;eave=6ft;Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS (directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)The solid section of the plate is required to be placed over the splice line at joint(s)20. 8)Plate(s)at joint(s)1,1,4,7,16,17,28,3,31,30,29,5,6,27,24,8,9,10,11,22,21,12,14,19,15,13,25,23,26 and 18 checked for a plus or minus 0 degree rotation about its center. 9)Plate(s)at joint(s)20 checked for a plus or minus 2 degree rotation about its center. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) '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. 12)WARNING:Required bearing size at joint(s)26,18 greater than input bearing size. 13) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3576 lb uplift at joint 1,200 lb uplift at joint 17,27242 lb uplift at joint 26 and 15637 lb uplift at joint 18. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)709 lb down and 633 lb up at 7-6-12,710 lb down and 665 lb up at 9-0-12,718 lb down and 715 lb up at 11-0-12,697 lb down and 801 lb up at 13-0-12,680 lb dawn and 784 lb up at 15-0-12,680 lb down and 784 lb up at 17-0-12,680 lb down and 784 lb up at 19-0-12,680 lb down and 784 lb up at 21-0-12,680 lb down and 784 lb up at 23-0-12,4191 lb down and 3152 lb up at 23-9-B,1486 lb down and 1270 lb up at 25-8-12,1488 lb down and 1271 lb up at 27-8-12,1497 lb down and 1267 lb up at 29-8-12,1505 lb down and 1277 Ito up,at 31-8-12,1498 lb down and 1282 lb up at 33-8-12,1514 lb down and 1267 lb up at 35-8-12,1517 lb down and 1266 lb up at 37-8-12,1517 lb down and 1266 lb up at 39-8-12,1505 lb down and 1273 lb up at 41-8-12,1511 lb down and 1269 lb up at 43-9-12,and 1520 lb down and 1239 lb up at 45-11-12,and 1541 lb down and 1206 lb up at 48-1-12 on top chord,and 1314 lb down and 1065 lb up at 2-8-12,811 lb down and 692 lb up at 3-6-12,834 lb down and 621 lb up at 4-8-12,801 lb down and 608 lb up at 5-7-12,831 lb down and 648 lb up at 6-9-12,835 lb down and 688 lb up at 8-4-12,834 lb down and 729 lb up at 10-4-12,837 lb down and 770 lb up at 12-4-12,811 lb down and 840 lb up at 14-4-12,811 lb down and 840 lb up at 16-4-12,811 lb down and 840 lb up at 18-4-12,752 lb down and 813 lb up at 20-4-12,752 lb down and 813 lb up at 22-4-12,752 lb down and 813 lb up at 24-4-12,802 lb down and 836 lb up at 26-4-12,802 lb down and 836 Ib up at 28-4-12,802 lb down and 836 lb up at 30-4-12,802 lb down and 836 lb up at 32-4-12,802 lb down and 836 lb up at 34-4-12,802 lb down and 836 lb up at 36-4-12,802 lb down and 836 lb up at 38-4-12,802 lb down and 836 lb up at 40-4-12,802 lb down and 836 lb up at 41-9-4,802 lb down and 836 lb up at 43-9-4,and 802 lb down and 774 lb up at 45-9-4,and 802 lb down and 729 lb up at 47-9-4 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,4-16=-90,17-32=-20 Concentrated Loads(lb) Vert:31=1314(F)30=-801(B)29=-834(F)27=811(F)9=-4191 11=-1497 14=-1517 38=709 39=-710 41=-718 42=-697 43=-680 44=680 45=-680 47=680 48=680 49=1486 50=1488 52=-1505 53=-1498 54=-1514 55=1517 56=-1505 57=-1511 58=-1520 59=1541 60=811(B)61=834(F)62=831(F)63=-835(F) 64=837(F)65=811(F)66=-811(F)67=-752(F)68=752(F)69=-752(F)70=-802(F)71=-802(F)72=-802(F)73=802(F)74=-802(F)75=-802(F)76=-802(F) 77=802(F)78=802(F)79=-802(F)80=-802(F)81=802(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE 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 building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Sul" building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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,see ANSVrPl1 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 36610 Job Truss Truss Type Qty Ply Burke Res ' T11347015 J3370B G02G Common Girder 1 q •7 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8:110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:45 2017 Page 1 ID:—Y'xsB G oL819 MC4kOA4rJGzG I S n-zW310s—DpGagSNgXpwJfoXXW2j M K3Dg8pt4scdz6lC u 7-9:2- 1 3-0-1 16-4-10 191-3-2 23-6-0 204-0- -8-12 -10-9 2 4-2-14 Scale=1:40.9 1.50 12 5x8 II 4x4 = 3x6 = 2 3 4 3x4 6x10= 21 5 3x4= 1 6 8x8 7 22 Ia ♦ s 1 15 14 13 11 10 9 r 6 23 24 25 26 27 28 29 30 31 12 32 33 34 35 36 37 38 39 5x8 M18SHS 11 410= 7x8 = 7x10 M18SHS=7x6 5x6 8 7x6= 7x10 M18SHS= 4-0� 7-9-0 10-7-9 13-6-1 16-0-10 19-3-2 23-6-0 4-0-4 3-8-12 2-10-9 2-10-9 2-10-9 2-10-9 4-2-14 Plate Offsets(X.Y)— T7:0-1-12,0-2-01.18:0-2-6,0-2-91.19:0-1-12,0-0-31,F11:0-3-0.0-5-81,f13:0-3-0.0-5-81,f14:0-2-8,0-4-81.115:0-3-8.0-2-01,f16:0-6-0.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.85 Vert(LL) 0.74 10-11 >376 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -1.01 10-11 >276 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:500lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, 3-8:2x6 SP SS except end verticals. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 2x4 SP No.3*Except* 7-10:2x4 SP ND.2,1-16:2x6 SP No.2,1-15:2x4 SP No.1 REACTIONS. (lb/size) 8=10515/0-8-0,16=9799/0-8-0 Max Horz 16=137(LC 5) Max Uplift 8=-6835(LC 5),16=-6165(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=16601/10495,2-3=-22140/14026,3-4=-22133/14030,4-5=-28687/18152, 5-6=34440/21763,6-7=37011/23418,7-8=-28158/18018,1-16=8053/5154 BOT CHORD 15-16=822/1446,14-15=-10262/16410,13-14=-17873/28463,11-13=-21478/34172, 10-11=23207/36789,9-1 0=4 7656127635.8-9=-17720/27732 WEBS 2-15=-3296/2261,2-14=-3972/6255,3-14=-2939/4830,4-14=7918/5039, 4-13=3140/5128,5-13=-6578/4176,5-11=-2202/3667,6-11=-2910/1886,6-10=-564/736, 7-10=-5897/9567,7-9=4 96211279,1-15=10055115939 NOTES- 1)3-ply truss to be connected together with 10d(0.131"xY)nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-7-0 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 CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise indicated. 6)Plates checked for a plus or minus 0 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6835 lb uplift atjoint 8 and 6165 lb uplift at joint 16. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 a truss system.Before use,the building designer must verify 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.Additional temporary and permanent bracing - M 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,see ANSUTPII Quality Criteria,DSB 89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r j Job Truss Truss Type My Ply Burke Res T11347015 J33708 G02G Common Girder 1 q J Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:45 2017 Page 2 1 D:_YlxsBGoL819MC4k0A4rJGzGISn-zW310s_DpGagSNgXpwJfoXXW2jMK3Dg8pt4scdz6lCu NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)802 lb down and 395 lb up at 1-2-12,701 lb down and 533 lb up at 1-8-12,802 lb down and 395 Ib up at 3-2-12,701 Ib down and 533 Ib up at 3-10-12,802 lb down and 395 lb up at 5-2-12,701 lb down and 533 lb up at 5-8-12,802 lb down and 395 lb up at 7-2-12,701 lb down and 533 lb up at 7-8-12,802 lb down and 395 lb up at 9-2-12,701 lb down and 533 lb up at 9-8-12,802 lb down and 395 lb up at 11-2-12,701 lb down and 533 lb up at 11-8-12,802 lb down and 395 lb up at 13-2-12,701 Ib down and 533 lb up at 13-8-12,802 lb down and 395 lb up at 15-2-12,680 lb down and 518 lb up at 15-8-12,802 lb down and 395 lb up at 16-7-4,680 lb down and 518 lb up at 17-8-12,802 Ib down and 395 lb up at 18-7-4,680 lb down and 519 Ib up at 19-7-4,802 lb down and 457 lb up at 20-7-4,and 1208 lb down and 1002 lb up at 21-7-4,and 804 lb down and 500 lb up at 22-7-4 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=1.33,Plate Increase=1.33 Uniform Loads(plo Vert:1-3=90,3-19=-90,8-16=20 Concentrated Loads(lb) Vert:12=701(F)15=701(F)14=-701(F)11=-1503(F=-701,B=-802)10=802(B)23=-802(B)24=701(F)25=802(131)26=802(13)27=701(F)28=-802(B)29=-802(B) 30=701(F)31=802(B)32=802(B)33=680(F)34=680(F)35=-802(B)36=-680(F)37=-802(B)38=-1208(F)39=804(B) ®WARNING-trufly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �''''e�" 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,see ANSIITPII 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 36610 Job Truss Truss Type Qty Ply Burke Res • T11347016 J3370B G03G HALF HIP GIRDER 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:46 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-Rid7DC?raaih4XFjNequL13mC7xBorol2XgPB3z61Ct 0-8-11 5-8-0 0.8-11 4-11-5 Scale=1:10.6 1 3 4 5 6 2 A° i 2-11-3 5-11-0 2-11-3 2-8-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.57 Vert(LL) 0.06 1-2 >954 240 TCDL 25.0 Lumber DOL 1.33 BC 0.00 Vert(TL) -0.07 1-2 >834 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:35 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1168/0-8-0,2=1349/0-8-0 Max Uplift 1=-1062(LC 4),2=1226(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)2-ply truss to be connected together as follows: Top chords connected with 1Od(0.131"x3")nails as follows:2x8-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 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 1062 lb uplift at joint 1 and 1226 lb uplift at joint 2. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)263 lb down and 239 lb up at 1-0-0,811 lb down and 737 lb up at 2-4-12,and 83 lb down and 75 lb up at 3-1-1,and 811 lb down and 737 lb up at 4-4-12 on top 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=110 Concentrated Loads(lb) Vert:3=-263(F)4=-811(F)5=83(F)6=-811(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■■■q��.�YY■■ iTek' 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 Injury and property damage.For general guidance regarding the iVl fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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 36610