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HomeMy WebLinkAboutTruss Drawings 2 f Job Truss Truss Type City Ply 133343 GHO Lot 44 Buchanan Residence r, T10710360 J33343 A07 HIP 1 1 Job Reference o liana/ East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:30 2017 Page 1 ID:6z11mLrNk_el6oOuhJmH5rzNViC-Yk4i9gUvhSeQwpzQIHCvJlwACoVd xOvrzWRPEzY4xd -0-2-8 47-0-0 2-0-0 2-7-0 6-9-8 11-0-0 12.9.0 15-0-0 19-10-0 22-1-7 26-11-0 1-2-11 34-0.0 39-2-12 45-0-0 4 -8 1-9-8 2-7-0 4-2-8 4-2-8 1-9-0 2-3-0 4-10-0 2-3-7 4-9-9 2-3-15 4-9-1 5-2-12 5-9-4 0-2-8 1-9-8 Scale=1:90.2 6.00 12 3x8= 5x8 = 3x4 II 3x6= 3x6 = 2x4 II 5x8 = 5x5 5 6 7 39 8 9 40 10 41 11 3x6 3x6 4 12 c? L 13 2x4 II f 2x4 IIZZ o 2x4 I I 2.4 I I 2x4 = 2 3 2x4= d 24 14 1 4x6 11 25 15 d 26 l 23 22 42 21 20 43 19 18 17 16 d d 4x6 __2x4 I I 6x8—3x8 = 2x4 I I 3x6 3x8 = 3x6 = 2x4 11 4x6 I I 3x6 =3x4 3x6= 2-7-0 11-0-0 12-9-0,15-0-0, 22-1-7 29-2-15 34-0-0 39-2-12 45-0-0 1 2-7-0 8-5-0 1-9-0 2-3-0 7-1-7 7-1-7 4-9-1 5-2-12 5-9-4 Plate Offsets(X Y)— 13:0-1-9 0-1-121 f4:0-2-8.0-3-01 f5:0-6-0 0-2-81 111:0-6-0,0-2-81 f24:0-2-12 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.14 3-25 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.42 3-25 >424 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.07 22 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:272 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. 6-23:2x4 SP No.3 WEBS 1 Row at midpt 8-22,8-19 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. All bearings 0-8-0 except(jt=length)19=0-11-5. (lb)- Max Horz 2=274(LC 7) Max Uplift All uplift 100 lb or less at joints)except 2=-297(LC 8),22=-511(LC 8). 19=-457(LC 8),14=-331(LC 8) Max Grav All reactions 250 Ito or less at joint(s)except 2=466(LC 17),22=2047(LC 13).19=1439(LC 18).14=732(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-34=-264/219,3-4=-49/384,4-5=-68/767,5-6=-54/1029,6-7=-55/1033,7-8=-56/1200, 8-10=0/484,10-11=0/484,13-14=-736/263 BOT CHORD 24-25=-5201309,21-22=-311/223,19-21=-311/223,16-17=-49/564,14-16=-49/564 WEBS 4-25=-496/257,5-25=-77/503,5-24=-1064/203,22-24=-11761417,11-19=-8451246, 11-17=-98/386,13-17=-632/262,7-22=-740/229,7-2 4=-1 213 9 8,10-19=-4421215, 8-21=0/309,8-22=-1043/217,8-19=-453/165 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vul1=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 297 lb uplift at joint 2,511 lb uplift at joint 22,457 lb uplift at joint 19 and 331 Ito uplift at joint 14. 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 MII.7473 rev.10/03/2015 BEFORE USE. �' Design valid for use only w0h 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 p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V I 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 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 J33343 GHO Lot 44 Buchanan Residence T10710361 J33343 A08 HIP 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:31 2017 Page 1 I D:6z11 mLrNk_el 6oOuhJmH5rzN V C-1 we4MOVXSmmHXzXcl?j8rzTlgCgkjR624cFygzY4xc -0-2-8 47-0-0 -2-0-0 2-7-0 9-0-0 12-9-0 15-0-0 20-6-0 23-0.13 31-1-11 36-0-0 40-2-12 45-0-0 4 -8 1-9-8 2-7-0 6-5-0 3-9-0 2-3-0 5-6-0 2-6-13 8-0-13 4-10-5 4-2-12 4-9-4 0.-8 0-2.8 1-9-8 Scale=1:88.5 5x8 M18SHS = 3x4 113x6 = 5x8 = 2x4 II 5x8 — 6.00 12 4 5 6 36 7 37 8 38 9 2x4 i 3x6 °' 2x4 1 1011 2x4 11 m 2x4 II 2x4 II 3 2x4 = 2x4 = 2 d 21 12 d 1 4x6= 22 13 d d 23 2x4 II 20 19 18 17 16 15 14 d 5x8=3x8 = 3x8 = 3x6= 46=2x4 13x4 II 3x6 = 4x6 = 2x4 I I 3x6 2-7-0 9-0-0 12-9-0 15-0-0 23-0-13 31-1-11 36-0-0 45-M 2-7-0 6-5-0 3-9-0 2-3-0 B-0-13 8-0-13 4-10-5 9-0-0 Plate Offsets(X Y)— r3:0-6-4 0-2-81.r4.0-6-0,0-2-81 r7:0-3-8 0-3-41 r9:0-6-0 0-2-81.r21:0-2-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.12 3-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.32 3-22 >567 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:249lb 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. 5-20:2x4 SP No.3 WEBS 1 Row at midpt 7-19.7-16 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. All bearings 0-8-0 except(jt=length)16=0-8-12. (lb)- Max Horz 2=232(LC 7) Max Uplift All uplift 100 lb or less at joint(s)except 2=-287(LC 8).19=-561(LC 8), 16=-450(LC 8),12=-298(LC 8) Max Grav All reactions 250 lb or less at joint(s)except 2=496(LC 17),19=1948(LC 17).16=1394(LC 18),12=669(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 260(lb)or less except when shown. TOP CHORD 3-4=-91/466,4-5=-119/1174,5-6=-122/1180,6-7=-112/1296,7-8=0/429,8-9=0/429, 11-12=-599/245 BOT CHORD 12-14=-50/464 WEBS 4-22=0/280,4-21=-1196/298,19-21=-1286/484,7-19=-1214/327,9-16=-745/218, 9-14=-66/350,11-14=-429/237,6-19=-669/227,8-16=-4941243,7-18=0/341, 7-16=-580/185 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 287 lb uplift at joint 2,561 lb uplift at joint 19,450 lb uplift at joint 16 and 298 lb uplift at joint 12. 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-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 Mal 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 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence • . T10710362 J33343 A09G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:33 2017 Page 1 I D:6z11 mLrNk_e16oOuhJmH5rzNV C-zJmgni Wn_NO?nGh?QQlcwOYev?Q2BKYLXwk5OzzY4xa -0-2-8 47-0-0 i-2-0�-0 7-0-0 12-9-0 15-0-0 19-0-12 2p-4-1p 25-4-8 i 31-2-0_ 31r&4 38-0-0 45-0-0 1-9-8 2-7-0 4-5-0 5-9-0 2-3-0 4-0-12 1-3-1 4-11-13 5-9-8 0- 6-3-12 7-0.0 0-2-8 1-9-8 Scale=1:88.5 4x6 = 3x8 = Sx8 = • 3x4 I I 4x6= 3x6 = 6x8 M18SHS= 5x8 = 6.00 12 4 37 38 5 6 39 7 6 40 41 42 9 43 44 4510 46 47 48 11 2x4 11 2x4 I I 2x4 II " 0 2x4 II 0 2x4 — 3 2x4 = of — 2 d 22 12 0 1 5x5 23 49 50 13 d d 24 3x6 II 21 20 51 52 19 1§354 17 5556 57 1658 15 59 60 14 d 6x8=6x10 = 2x4 II = 3x6= 3x6 II 4x6 =2x4 13x4 I I 3x6 — 6x10 = 4x6 = 3x6 = 2-7-0 7-0-0 12-9-0 15-0-0 20-4-11 25-4-8 31-2-0 38.0-0 45-0-0 2-7-0 4-5-0 5-9-0 2-3-0 5-4-11 4-11-13 5-9-8 6-10-0 7-0-0 Plate Offsets(X Y)-- 13:0-1-11 0-1-121 14.0-6-0 0-2-81 f7:0-3-0 Edgel 110:0-4-0 Edgel 111:0-6-0 0-2-81 122:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.17 14-16 >958 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.35 3-23 >508 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.19 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:244 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E'Except* TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. 1-4,11-13:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 4-22,9-16,11-16.8-20 3-22:2x4 SP 285OF 1.8E,5-21:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 6-20,10-16:2x6 SP No.2 Installation guide. OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. (lb)- Max Horz 2=190(LC 24) Max Uplift All uplift 100 lb or less at joint(s)except 2=-387(LC 8),20=-2020(LC 8), 16=-2312(LC 8).12=-513(LC 8) Max Grav All reactions 250 lb or less at joint(s)except 2=848(LC 29),20=3847(LC 17).16=3017(LC 18).12=998(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-32=-341/203,3-4=-997/360,4-5=-584/1614,5-6=-613/1686,6-8=-75012327, 8-9=-389/712,9-10=4791`769,10-11=-505/816,11-12=-1223/657 BOT CHORD 3-23=-251/847,22-23=-258/894,5-22=-610/343,19-20=-774/35,17-19=-774/35, 16-17=-616/389,14-16=-408/1030,12-14=-391 11000 -WEBS 4-23=-217/803,4-22=-2655/1000,20-22=2375/1076,6-22=-299/1007,9-17=-362/188, 9-16=-1358/1340,11-14=-415/820,6-20=-1243/531,10-16=-1016/676,11-16=-2076/1272, 8-19=-297/454,8-20=-2533/1640,8-17=-93/618 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 387 lb uplift at joint 2,2020 lb uplift at joint 20,2312 lb uplift at joint 16 and 513 lb uplift at joint 12. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110I.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 ANSIITPI7 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 Qty Ply J33343 GHO Lot 44 Buchanan Residence � T10710362 J33343 A09G HIP GIRDER 1 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:33 2017 Page 2 ID:6zl l mLrNk_el6oOuhJmH5rzNViC-zJmgniWn_NO?nGh?QQlcwOYev?Q26KYLXwk5OZzY4xa NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)190 lb down and 154 lb up at 7-0-0,190 lb down and 144 lb up at 9-0-12,190 lb down and 144 lb up at 11-0-12,199 lb down and 162 lb up at 13-0-12,177 lb down and 184 lb up at 15-0-12,177 lb down and 184 lb up at 17-0-12,177 lb down and 184 lb up at 19-0-12,177 lb down and 184 lb up at 21-0-12,177 lb down and 184 lb up at 22-6-0,177 lb down and 184 lb up at 23-11-4,177 lb down and 184 lb up at 25-11-4,177 lb down and 184 lb up at 27-11-4,177 lb down and 184 lb up at 29-11-4,177 lb down and 184 lb up at 31-11-4,177 lb down and 184 lb up at 33-11-4,and 177 lb down and 184 lb up at 35-11-4,and 177 lb down and 195 lb up at 38-0-0 on top chord,and 529 lb down and 250 lb up at 7-0-0,83 lb down and 32 lb up at 9-0-12,83 lb down and 32 lb up at 11-0-12,85 lb down at 12-10-12,85 lb down and 126 lb up at 17-0-12,85 lb down and 126 lb up at 19-0-12,85 lb down and 126 lb up at 21-0-12,85 lb down and 126 lb up at 22-6-0,85 lb down and 126 lb up at 23-11-4,85 lb down and 126 lb up at 25-11-4,85 lb down and 126 lb up at 27-11-4.85 lb down and 126 lb up at 29-11-4,85 lb down and 126 lb up at 31-11-4,85 lb down and 126 lb up at 33-11-4,and 85 lb down and 126 lb up at 35-11-4,and 530 lb down and 351 lb up at 37-11-4 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ' Uniform Loads(plf) Vert:1-4=70,4-11=-70,11-13=-70,24-31=-20,3-22=-20,21-34=-20 Concentrated Loads(lb) Vert:4=-125(B)7=-140(B)11=-140(B)22=-60(B)5=-140(B)18=-60(8)23=-517(B)6=-140(B)14=-530(B)37=-125(B)38=-125(B)39=-140(8)40=-140(B) 41=-140(8)42=-140(B)43=-140(B)44=-140(B)45=-140(B)46=-140(B)47=-140(8)48=-140(B)49=-77(B)50=-77(B)51=-60(B)52=60(B)53=-60(B)54=-60(B) 55=-60(B)56=-60(B)57=-60(8)58=-60(B)59=-60(B)60=-60(B) 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 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 Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710363 J33343 r' A10 ROOF SPECIAL 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:35 2017 Page 1 ID:6z11mLrNk_el6oOuhJmH5r7NVC-vhubCOY2W GjOarNXgo4Opolyp6tfCJe_EDB5RzY4xY -0-2-8 47-0-0 -2-0-0 8-0-12 14-7-0 21-0-0 23-0-0 26-0-0 30-0-11 34-1-5 39-3-7 45-0-0 45 -8 1-9-8 8-0-12 6-6-4 6-5-0 2-0-0 3-0-0 4-0-11 4-0-11 5-2-1 5-8-9 0--8 0-2-8 1-9-8 Scale=1:91.9 5x5 = 5x5 = 6.o0 12 6 7 5x5 = 8 4x6 3x6 5 9 3x6 15- 3x4 11 3x6 10 3x6 • 0 3 4 11 3x6 o m 12 d 2x4 II 2x4 II 2x4 II 2x4 II 2x4= 2x4= Tfo 2 2 v 18 1 39 21 40 20 41 19 42 43 14 25 o 3x8 = d 26 24 23 3x8 =4x6 = 6x8 = 17 16 15 o qx6 = 4x6 _ 3x6= 3x4 I 3x8 = 3x4 II 6x8 = 7x8 = 8-0-12 14-7-0 1 -7- 21-0-0 3-0-0 26-0-0 34-1-5 3 -1 39-3-7 45-0-0 8-0-12 6-6-4 1-0- 5-5-0 2-0-0 3-0-0 8-1-5 1-0- 4-2-2 5-8-9 Plate Offsets(X Y)-- f8:0-2-8 0-2-41 115:0-3-8 0-1-81 118:0-2-8.0-3-01 122:0-5-8,0-4-121,(26:0-3-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.43 18-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.27 18-19 >425 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.42 13 n/a nla BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:301 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: 5-24,10-16:2x4 SP No.3,13-17,18-20:2x4 SP No.1 10-0-0 oc bracing:22-24,16-18 WEBS 2x4 SP No.3"Except' WEBS 1 Row at midpt 5-21,7-19,9-19,6-21,7-21 22-26,15-18:2x4 SP No.2 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=2191/0-8-0,13=2194/0-8-0 Max Horz 2=-482(LC 6) Max Uplift 2=-794(LC 8),13=-790(LC 8) Max Grav 2=2274(LC 13).13=2280(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3852/1200,3-5=-4125/1288,5-6=-2894/1064,6-7=-2792/1074,7-8=-2756/1049, 8-9=-3109/1129,9-10=-5064/1644,10-12=-4952/1496,12-13=-3949/1208 BOT CHORD 2-26=-842/3661,5-22=-210/1113,21-22=-747/3890,19-21=-469/2937,18-19=-695/3267, 10-18=-396/227,13-15=-885/3412 WEBS 3-26=-734/243,22-26=-828/3655,3-22=01309,5-21=-1 595/515,7-19=-268/181, 8-19=-363/1126,9-19=-1106/440,9-18=-53311816,15-18=-855/3507,12-18=-160/1071, 12-15=-1111/333,6-21=-731/2081,7-21=-1333/445 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 790 lb uplift at joint 13. 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. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ■ 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 ANSIITPl1 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 s Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710364 J33343 All ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:36 2017 Page 1 I D:6z11 mLrNk—el 6oOuhJmH5rzNUC-NISzPkZgGI PaekQa5YJJYOAG9DTXOf WoDuzlduzY4xX -0-2-8 47-0-0 -2-0-0 8-0-12 14-7-0 21-0-0 25-0-0 i 28-0-0 34-1-5 39-3-7 45-0-0 1 -8 1-9-8 8-0-12 6-6-4 6-5-0 4-0-0 3-0-0 6-1-5 5-2-1 0-2-8 1-9-8 Scale=1:91.9 5x5 = 6.00 12 6 5x5 = 5x5 = 7 4x6 5 3x6 i 4x6 3x6 9 US m 3 q 10 3x6\ cn 0 0 o; 2x4 II 11 2x4 11 � 2x4 11 2x4 II 2x4= 2x4= o 2 1 17 12 I� 1 38 20 39 19 18 40 13 l o 6 0 25 24 23 22 US = 4x6= 6x8 M18SHS=16 15 14 = = 4x6 = US3x4 II 3x8= 3x4 11 US = 6 4x6 4x8 M18SHS = 7x8 = 8-0-12 14-7-0 1 -7- 21-0-0 25-0-0 28-0-0 34-1-5 3 -1 39-3-7 4-1-0-0 8-0-12 6-6-4 1-0- 5-5-0 4-0-0 3-0-0 6-1-5 -0 4-2-2 5$-9 Plate Offsets(X Y)— 18:0-2-8 0-2-41 (14:0-3-8 0-1-81 117:0-6-4 0-4-121 121:0-5-8 0-4-121 125.0-3-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.34 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.85 17-18 >634 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.39 12 n/a nla BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:288 Ito FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 2850F 1.8E*Except* TOP CHORD Structural wood sheathing directly applied. 6-7,7-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP 2850F 1.8E*Except* 10-0-0 oc bracing:21-23,15-17 5-23,9-15:2x4 SP No.3 WEBS 1 Row at midpt 9-18,6-20,5-20,7-20 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 21-25,14-17:2x4 SP 285OF 1.8E be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=2191/0-8-0,12=2194/0-8-0 Max Horz 2=482(LC 7) Max Uplift 2=-793(LC 8),12=-790(LC 8) Max Grav 2=2246(LC 13),12=2225(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3799/1201,3-5=-4052/1290,5-6=-2856/1063,6-7=-279811072,7-8=-2968/1113, 8-9=3416/1164,9-11=-5057/1578,11-12=-3833/1206 BOT CHORD 2-25=-844/3614,5-21=-213/1092,20-21=-749/3821,18-20=-60813151,17-18=-1142/4553, 9-17=-239/1106,12-14=-882/3319 WEBS 3-25=-719/244,21-25=-835/3608,3-21=0/290,7-18=428/112,8-18=-295/1121, 9-18=-1875/639,14-17=-880/3414,11-17=-246/1245,11-14=-1210/372,6-20=-731/2079, 5-20=-15791519,7-20=-1360/505 NOTES- 1)Unbalanced roof live loads have been considered for this design. :2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 Ito uplift at joint 2 and 790 lb uplift at joint 12. 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 THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 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 HV 11' 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 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 J33343 GHO Lot 44 Buchanan Residence T10710365 J33343 Al2 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:38 2017 Page 1 I D:6zl l mLrNk—el6oOuhJmH5rzNVi C-JGZjgQawovfltl ayDzLndRFXC07ZsaG4hCSsimzY4xV -0-2-8 47-0-0 -2-0-0 8-0-12 14-7-0 21-0-0 27-0-0 30.0-0 34-1-5 39-3-7 _ _� 45-0-0 45i2-8 1-9-8 8-0-12 6-6-4 6-5-0 6-00 3-0-0 4-1-5 5-2-1 5-8-9 0-�2�8 0-2-8 1-9-8 Scale=1:91.9 6.00 12 5x5 = 3x6 i 7 • 4x6 6 5x8 = 5x5 = 8 5 3x6 i 0 4x6 3x6 i 10 3x6 11 3 4 3x6 0 12 r; 2x4 II 2x4 II I I 2x4 2x4 I M 2x4 = 2 3 Y 18 132x4= o il 1 41 22 42 21 20 19 14 d 27 26 25 24 3x8 = 4x6= 3x8= 17 16 15 0 4x6 = 46 = 6x8 = 3x6 3x4 11 2x4 II 6x8 M18SHS = 3x4 II 3x8 = 7x8 = r 8-0-12 14-7-0 1 -7- 21-0-0 27-0-0 30-0-0 34-1-5 3 -1 39-3-7 45-0-0 8-0-12 6-6-4 1-0- 5-5-0 6-0-0 3-0-0 4-1-5 -0- 4-2-2 5-8-9 Plate Offsets(X Y)— f8.0-5-4 0-2-81 f9:0-2-8 0-2-41 f15:0-3-8 0-1-81 f18:0-6-4 0-4-121 f23:0-5-8 0-4-121 f27:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.41 20-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.96 22-23 >563 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.45 13 nla n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:291 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 11-14:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:23-25,16-18 5-25,10-16:2x4 SP No.3,13-17,18-21:2x4 SP 285OF 1.8E WEBS 1 Row at midpt 5-22,7-22,8-22,10-19 WEBS 2x4 SP No.3`Except* MiTek recommends that Stabilizers and required cross bracing 23-27,15-18:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 2=2191/0-8-0,13=219410-8-0 Max Horz 2=-482(LC 6) Max Uplift 2=-793(LC 8),13=-790(LC 8) Max Grav 2=2234(LC 13),13=2215(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3765/1200,3-5=-4012/1288,5-7=-2857/1063,7-8=-2833/1061,8-9=-3240/1169, 9-10=-3677/1243,10-12=-5036/1568,12-13=3808/1207 BOT CHORD 2-27=-843/3583,5-23=-212/1089,22-23=-747/3789,20-22=-761/3475,19-20=-760/3477, 18-19=-1114/4495,10-18=-259/1129,13-15=883/3310 WEBS 3-27=-713/244,23-27=-830/3568,3-23=0/285,5-22=-1578/513,7-22=-697/2035, 8-22=-1582/569,8-19=-705/189,9-19=-412/1324,10-19=1615/530,15-18=-885/3371, 12-18=-228/1223,12-15=-12081377 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 793 lb uplift at joint 2 and 790 lb uplift at joint 13. 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. ® design WARNING-Verifyn 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 e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i• ` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITP11 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 J Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710366 J33343 A13 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:39 2017 Page 1 ID:6z11mLrNk_e16oOuhJmH5rzNViC-oS752lbYZDn8VB99mgsOAfogPQSsblZEvsBPECzY4xU -0-2-8 47-M r2-0.0 8-0-12 14-7-0 19-4-0 22-e-0 29-0-0 32-0-0 339-12 39-1-10 45-0-0 4 -8 1-9-8 8-0.12 6.6-4 4-9-0 34-0 6-40 3-0-0 1-9-12 5-3-14 5-104i 0.-8 0-2-8 1-M Scale=1:91.9 5x8 = 5x5 = 6.00 12 6 7 � 4x6 i 5x5 = Sx8 = 5 3x6� 8 4x6 3x6 i 10 3x6 m ci 3 4 11 3x6 o I 2 2x4 II 2x4 II 2 II 2x4 II x4 2x4 2x4= 2 4 18 13 = 10 t 1 23 22 21 20 19 14 d 27 25 c d 28 26 3x6= 3x8= 5x6 VtB=3x6 = 3x6=17 16 15 0 4x6 = 4x6 = 3x6= 3x4 II 6x8 M18SHS= 3x4 11 5x6 6x6 = 6x8 = 34-9-12 8-0-12 14-7-0 1 7- 19.4-0 22-8-0 29-0-0 32-0-0 3-9-12 39-1-10 45-0-0 6-0-12 6b4 3-9-0 3-0-0 6�-0 3-0-0 1-9-12 4-3-14 11.16 1-0-0 Plate Offsets(X Y)— 16:0-6-0 0-2-81 (7:0-2-8 0-2-41 f9:0-6-0 0-2-81 I18:0-6-4 0-4-81 I24:0-5-12 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.40 20-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.95 20-22 >566 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.42 13 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:308 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 5-26,10-16:2x4 SP No.3,21-24,18-21:2x4 SP 285OF 1.8E 10-0-0 oc bracing:24-26,16-18 WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 5-23,6-22,8-22 24-28,15-18:2x4 SP No.2 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=2192/0-8-0,13=2193/0-8-0 Max Horz 2=448(LC 7) Max Uplift 2=-794(LC 8),13=-790(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3758/1203,3-5=-3922/1287,5-6=-3025/1115,6-7=-2704/1067,7-8=-3101/1117, 8-9=3947/1364,9-10=-3990/1340,10-12=-4932/1542,12-13=-3828/1216 BOT CHORD 2-28=-845/3380,5-24=-222/975,23-24=-740/3491,22-23=-438/2639,20-22=-938/3966, 19-20=-795/3542,18-19=-1067/4371,10-18=286/1161,13-15=-891/3331 WEBS 3-28=-654/245,24-28=-836/3328,3-24=0/273,5-23=-1349/472,6-23=-319/1001, 6-22=-155/367,7-22=-294/970,8-22=-1660/617,8-20=-660/293,9-20=-2821844, 9-19=-281/885,10-19=-1338/435,15-18=-89613360.12-18=-183/1081,12-15=-1148/366 a NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 794 lb uplift at joint 2 and 790 lb uplift at joint 13. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and MY'gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II.7473 rev.10/0372015 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 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 Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710367 J33343 A14 ROOF SPECIAL 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:40 2017 Page 1 I D:6z11 mLrNk_e 16oOuhJmH5rzN V C-GfhU F5cAKXv?6LILKOOFjsLgHgofKUQN8WxymfzY4xT -0-2-8 47-0-0 -2-0-0 6-1-11 11-88 13 17-4-0 24-8- 31-0-0 34--0 39-2-12 45-0-0 45 -8 1-9-8 6-1-11 5-7-3 5-7-3 7-4-00 6-4-0 3-0.00 5-2-12 5-9-4 0-2-8 1-9-8 Scale=1:90.2 5x5= 5x8 M18SHS= 6.00 12 6 7. 3x6 - 5x8= 5x5 = 3x6 5 8 3x6 2x4\\ 4 5 10 3x6 d 3 11 0 2x4 11 2x4 11 2x4 II 2x4 II 2x4= 2 2x4 = ro 12 M 1 13 0 22 36 21 37 20 38 19 18 17 16 15 14 d _ 4x6 3x6= 5x6 WB= 3x8= 3x6 = 2x4 II 3x8 = 2x4 II 4x6 = 4x6 = 4x6 = 8-11-4 114-0 24-8-0 i 31-0-0 34-0-0 39-2-12 45-0-0 8-111 8�-12 7-4-0 6-0-0 3-0-0 5-2-12 5-9-4 Plate Offsets(X Y)— f6:0-3-0 0-2-81 f7:0-5-8 0-2-41 f8:0-5-4.0-2-81.f9:0-2-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.34 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.83 20-22 >647 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.29 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:273 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 WEBS 1 Row at midpt 5-20,7-20,8-18 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) 2=2170/0-8-0,12=2170/0-8-0 Max Horz 2=406(LC 7) Max Uplift 2=-798(LC 8),12=-799(LC 8) Max Grav 2=2234(LC 13),12=2196(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3913/1279,3-5=-3653/1255,5-6=-2826/1094,6-7=-2493/1035,7-8=-2945/1123, 8-9=-3015/1126,9-11=-3399/1194,11-12=-3841/1255 BOT CHORD 2-22=-946/3688,20-22=-728/3189,18-20=-525/2619,17-18=-898/3447,15-17=-897/3449, 14-15=-931/3340,12-14=-931/3340 WEBS 3-22=-386/239,5-22=-126/545,5-20=-810/355,6-20=-259/845,7-20=-353/147, 7-1 8=-211411 0 2 9,8-18=-1231/498,8-15=-1012/332,9-15=-395/1202,11-15=-508/223 ,NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=10.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 798 lb uplift at joint 2 and 799 Ito uplift at joint 12. 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 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 q building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing IyliTek• 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 J33343 GHO Lot 44 Buchanan Residence � T10710368 J33343 A15 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:42 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNViC-C1 pEgndRsS9jMftjSoQjoHOAHeYToOZgcgQ3rXzY4xR -0-2.8 47-0-0 -2-0-0 7-11-4 15-4-0 21-0-0 26-8-0 33-0-0 36-0-0 40-2-12 45-0-0 4 -8 1-9-8 7-11-4 7-4-12 5-8-0 5-8-0 6-4-0 3-0-0 4-2.12 4-9-4 0--8 0-2-8 1-9-8 Scale=1:90.2 6.00 12 5x8 = 2x4 5x8 = 5 33 6 7 3x6! 5x8= 5x5 = 3x6 i 8 3 4 2x4 i d 10 2x4 II of 0 2x4 II II 2x4 II 2x4 2x4 = M 2x4= 2 11 .— 1 12 d 20 19 18 34 17 16 15 14 13 d o 4x6— 2x4 II 4x6 3x6 = 3x8 = 4X6 3x6= 5x6 = 3x8= 4x6 7-11-4 15-4-0 21-0-0 26-8-0 33-0-0 , 36-0-0 45-0-0 7-11-4 7-4-12 5-8-0 5-8-0 3-0-0 9-0-0 Plate Offsets(X.Y1— f5:0-6-0 0-2-81 f7:0-6-0.0-2-81 f8:0-5-4,0-2-81.f9:0-2-8,0-2-41.f14:0-3-0.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.33 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.76 14-15 >713 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.26 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:271 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-18.8-15 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. (Ib/size) 2=2171/0-8-0,11=2168/0-8-0 Max Horz 2=364(LC 7) Max Uplift 2=-801(LC 8).11=-796(LC 8) Max Grav 2=2197(LC 13),11=2183(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3759/1238,3-5=-3044/1112,5-6=-2894/1153,6-7=-2894/1153,7-8=-3224/1187, 8-9=-315511146,9-10=-3531/1219,10-11=-3825/1304 BOT CHORD 2-20=-884/3485,18-20=-884/3485,17-18=-566/2758,15-17=-634/2817, 14-15=-105613826,13-14=-1056/3826,11-13=-987/3341 WEBS 3-20=0/292,3-18=-837/363,5-18=-134/601,5-17=-153/610,6-17=-409/186, 7-17=-113/333,7-15=-263/946,8-15=-1305/522,8-13=-1270/447,9-13=-422/1303, 10-13=-326/205 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 overthe splice line atjoint(s)14. 5)Plate(s)atjoint(s)4,5,7,8,9,12,2,19,3,20,18,17,6,15,13,10,1,11,16,23,24,25 and 26 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)14 checked for a plus or minus 3 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,with BCDL=10.0psf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 796 lb uplift at joint 11. 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-Verfry 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 Nil' 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 A Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710369 J33343 r A16G ROOF SPECIAL GIRDER 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:44 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNViC-8Qx_5TfhOIPRby16ZDSBtiVbjRGMGDQz38vAvQzY4xP -0-2-8 47-0-0 2 0-0 6-11-4 13-4-0 18-5-15 23-6-1 28-8-0 31-2-4 34-0-0 38-0-0 41-0-0 r— 45-0-0 45-a-8 6-11-4 6-4-12 5-1-15 5-0-3 5-1-15 2-6-4 2-9-12 4-o-0 10-0 4-0--6- 9-8 0-�-a 0-2-8 1-9-8 Scale=1:91.6 6.00 12 8x8 = 3x6 II 6x8=46 = gxg = 6x8 5 39 6 7 8 409 7x8= 3x6 10 4x4 11 5x8 M18SHS= 3x6 i 4 N;:91 3 US 2x4 II 14 2x4 II q 0 2x4 I I 2x4 I I 2x4 —_ 15 2x4 = ri 1 2 N N 16 o 28 27 26 25 24 23 42 43 22 44 21 20 49 46 18 17 •6 5x8=� US II 6x8= 4x8= 4 6=HUS26 7x6 = 4x6= 6x6 = 4x6= USIto 5x8 = 4x6 = 7x8 = NAILED 6x8 M18SHS = NAILED U24HUS28-2 6-11-418-5-15 23&-1 28-8-0 31-2-4 1 34-0-0 38-0-0 _ 41-0-0 45-0-0 6-11-4 6-4-12 5-1-15 5-0-3 5-1-15 2-6-4 2-9-12 4-0-0 3-0-0 Plate Offsets(X Y)-- f2.0-4-0 0-1-151 f5:0-4-0 0-1-151 f9:0-4-0 0-1-151 f10:0-3-1.0-2-01 f12:0-5-8 0-5-81 f13:0-6-0 0-2-81,f15:0-4-0 0-1-151 f22:0-2-12,0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.55 19-21 >991 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.82 19-21 >657 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.16 15 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:764 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E`Except' TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, 5-7,7-9:2x8 SP DSS except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 10-12 11-19,13-19:2x4 SP 285OF 1.8E OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=3603/0-8-0,15=5079/0-8-0 Max Horz 2=-305(LC 6) Max Uplift 2=-1766(LC 8),15=-2957(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7320/3511,3-5=-6648/3398,5-6=-753014053,6-8=-7524/4047,8-9=-8895/4914, 9-10=-10061/5804,10-11=-1788/1054,12-19=-3521/1877,11-12=-1016/597, 12-13=-14189/8458,13-14=-1078216372,14-15=-10594/6093 BOT CHORD 2-28=-3027/6516,26-28=-3027/6516,25-26=-2745/5839,23-25=-4567/8888, 22-23=-4829/8908,21-22=-5405/9658,19-21=-8030/13915,18-19=-5495/9679, 17-1 8=-5283/9439,15-17=-5283/9439 WEBS 3-28=0/306,3-26=-837/338,5-25=-155312829.6-25=-548/270,B-25=-2309/1433, 8-23=-1278/1466,9-23=-774/1069,10-12=-10461/6094,12-21=-6593/4066, 13-19=-3468/5793,13-18=-776/1397,14-17=-365/315,14-18=-437/342, 10-21=-2863/4362,10-22=-1694/1249,5-26=-181/612,9-22=-2858/4465 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-5-0 Do. 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=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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)Plates checked for a plus or minus 0 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. ®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 eR a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall va I' 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 IiTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSlfrPl1 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 Qty Ply J33343 GHO Lot 44 Buchanan Residence c T10710369 J33343 Al6G ROOF SPECIAL GIRDER 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:44 2017 Page 2 I D:6zl l mLrNk_el6G0uhJmH5rzN V C-8Qx_5Tfh01PRby16ZDS BtiVbjRGMGDQz38vAvQzY4xP NOTES- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1766 lb uplift at joint 2 and 2957 lb uplift at joint 15. 11) Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 26-3-12 from the left end to connect truss(es)to front face of bottom chord. 12) Use Simpson Strong-Tie U24(4-10d Girder,2-10dx1 112 Truss,Single Ply Girder)or equivalent at 31-10-8 from the left end to connect truss(es)to front face of bottom chord. 13) Use Simpson Strong-Tie HUS28-2(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 33-9-10 from the left end to connect truss(es)to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 16) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down and 184 lb up at 35-11-4,and 180 lb down and 195 lb up at 38-0-0 on top chord,and 85 lb down and 126 lb up at 35-11-4,and 530 lb down and 351 lb up at 37-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11OAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-70,5-9=-70,9-11=70,12-13=-70,13-16=70,2-15=-20 Concentrated Loads(lb) Vert:19=-558(F)13=-140(F)18=-530(F)41=-140(F)42=-2120(F)43=-278(F)44=-278(F)45=-237(F)46=-60(F) AWARNING-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 ii�.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 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 J33343 GHO Lot 44 Buchanan Residence J33343 • B01 HALF HIP 1 1 T10710370 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:45 2017 Page 1 I D:6zl i mLrNk_e16oOuhJmH5rzNViC-ccUNI pgJ93Xl D6cl7xzQPw2l8rXk?kA6loejRszY4xO -2-0-0-0 8 6-2-12 11-11-0 19-1-0 26-3-0 1-9-8 0--8 6-2-12 5-8-4 7-2-0 7-2-0 Srale=1:48.7 1x4 II 5x5= 3x4= 44 = 6.00 12 5 19 20 6 7 8 3x4 1x4'�\ 4 3 rh 1x4 II 1.4 II tx4 II 2 1 12 21 1122 23 10 9 3x4 3x4 = 4x4= 3x8 = 3x6 II = 6-2-12 9-5-10 11-11-0 19-1-0 26-3-0 6-2-12 3-2-14 2-51 7-2-0 7-2-0 Plate Offsets(X Y)-- 11:0-2-4 0-0-81 12:0-2-0 Edael 15:0-2-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.52 10-12 >598 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-AS Weight:147 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 8-9,5-10 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) 9=1160/Mechanical,2=1 3 3410-8-0 Max Horz 2=435(LC 7) Max Uplift 9=-404(LC 5),2=-518(LC 8) Max Grav 9=1218(LC 13).2=1367(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2089/680,3-5=-1785/630,5-6=-1070/485,6-8=-1070/485,8-9=-1104/412 BOT CHORD 2-12=-674/1926,10-12=-525/1377 WEBS 5-10=-318/108,6-10=-560/306,8-10=-467/1418,3-12=-436/273,5-12=-133/608 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 404 lb uplift at joint 9 and 518 lb uplift at joint 2. 8)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.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 p iiip����• E• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1y�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 ANSIITPI1 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 J33343 GHO Lot 44 Buchanan Residence - T10710371 J33343 B02 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:46 2017 Page 1 I D:6z11 mLrNk_e16D0uhJmH5rzNVi C-4p21 W9hxwNf9gGBVheUfy7buZFwgkC4GWSOH_1zY4XN -2-0-0-0 5-1OA 11-2-0 12-7-0 19-5-0 26-3-0 1-9-8 0--8 5-1OA 5-3-12 1-5-0 6-10-0 6-10-0 Scale=1:49.6 4x4= 6.00 12 5 64x4 = 1x4 II 44= 7 8 3x4 21 3x4� 4 n 3 a N 1x4 II 1x4 II 1x4 II 2 0 1 13 12 11 10 9 3x4 = 1x4 II 3x8= 3x4 = 3x8= 3x6 I 5-10-0 11-2-0 12-7-0 19-5-0 26-3-0 5-10-0 5-3-12 1-5-0 6-10-0 6-10-0 Plate Offsets(X Y)— 11:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.74 Vert(LL) -0.11 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.36 10-12 >872 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:153 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 6-10 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 9=1162/Mechanical,2=1332/0-8-0 Max Hors 2=388(LC 7) Max Uplift 9=-384(LC 8),2=-521(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2052/667,3-5=-1580/584,5-6=1506/616,6-7==1255/522,7-8=-1255/522, 8-9=-1102/405 BOT CHORD 2-13=-594/1804,12-13=-594/1804,10-12=-527/1537 WEBS 3-12=-538/251,6-10=-371/128,7-10=-542/292,8-10=-499/1520,5-12=-399/1086, 6-12=-739/331 NOTES- 1)Unbalanced roof live loads have been considered for this design. .2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=26ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 384 lb uplift at joint 9 and 521 lb uplift at joint 2. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%1"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 �ii�.��` 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 MiTek' 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 City Ply J33343 GHO Lot 44 Buchanan Residence T10710372 J33343 B03 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:46 2017 Page 1 I D:6z11 mLrNk_e16oOuhJmH5rzNViC-4p2l W9hxwNf9gGBVheUfy7bxVFyEkDhG WSOH_IzY4xN -2-0-0-0 8 5-10-4 11-2-0 13-9-0 19-11-8 26-3-0 1-9-8 0--8 5-10-4 5-3-12 2-7-0 6-2-8 6-3-8 Scale=1:49.6 4x4= 6.00 12 5 4x4= 3x4 = 3x4= 3x4 6 7 8 1x4 \\ 4 19 3 v 1x4 II 1x4 II 1x4 II 2 1 12 11 10 g 3x4 3x4 = 5x8 = 3x4= 3x6 II = 7-7-8 13-9-0 19-11-8 26-3-0 7-7-8 6-1-8 6-2-8 6-3-8 Plate Offsets(X Y)-- 11.0-2-4 0-0-81 f11:0-3-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.12 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:150 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 OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1 161/Mechanical,2=1333/0-8-0 Max Horz 2=371(LC 7) Max Uplift 9=-384(LC 8).2=-521(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2045/685,3-5=-1847/704,5-6=-2040/817,8-9=-1101/404.6-7=-1734/665, 7-8=-1328/537 BOT CHORD 2-12=-557/1785,11-12=-417/1309,10-11=-451/1328 WEBS 3-12=-384/240,5-12=-187/540,5-11=-403/1089,6-11=-1 148/490.7-11=-159/501, 7-10=-795/339,8-10=-527/1589 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=26ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 384 lb uplift at joint 9 and 521 lb uplift at joint 2. 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 1141II-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 p p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V IiTek• 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 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 J33343 GHO Lot 44 Buchanan Residence T10710373 J33343 B04 ROOF SPECIAL 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:47 2017 Page 1 I D:6zl l mLrNk_el6oOuhJmH5rzN ViC-Z?c7jVhZhgnOSQmhEMOuVL797fMFSf7P167gWIzY4xM -2-0-0-0 8 5-10-4 11-2-0 15-8-0 20-11-8 W-3-0 1-9-8 0--8 5-10-4 5-3-12 4-6-0 5-3-8 5-3-8 Scale=1:49.6 44= 6.00 12 5 3x4 4x6 = 3x4= 44= 1 x4 \\ 4 6 7 8 .rn 3 th 1x4 II 1x4 II n 1x4 204 II 24 1 13 21 22 12 11 10 g 3x4 = 3x4 =3x4 3x8= 4x4= 2x4 II = 7-7-8 15-8-0 20-11-8 26-3-0 7-7-8 8-0-8 5-3-8 5-3-8 Plate Offsets(X Y)-- f1:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.15 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.43 11-13 >728 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:144 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP 285OF 1.8E 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) 9=1161/0-7-0,2=1333/0-8-0 Max Horz 2=342(LC 7) Max Uplift 9=-382(LC 8).2=-523(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2054/683,3-5=-18561703,5-6=-2533/971,6-7=-2152/773,7-8=-1475/563, 8-9=1105/398 BOT CHORD 2-13=-537/1863,11-13=-337/1331,10-11=-429/1475 WEBS 3-13=-377/236,5-1 3=-1 751620,5-11=-519/1437,6-11=-14021583,7-11=-252/826, 7-1 0=-8 5913 4 1,8-10=-571/1725 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 non concurrent 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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 382 lb uplift at joint 9 and 523 lb uplift at joint 2. 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 11,7II.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 HV s• 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 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710374 J33343 B05 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:48 2017 Page 1 I D:6zl l mLrNk_el 6oOuhJmH5rzNUC-1 BAVwgiCS_vt4aLto3X71 YgFB2abB2mZ—mtN2BzY4xL 2-0-0-0 8 5-10-0 11-2-0 17 6-0 21-8-12 26-3-0 1-9-8 0--8 5-10-4 5-3-12 6-4-0 4-2-12 4-6-4 Scale=1:49.8 4x4 = 6.00 12 5 3x4 1 x4 \\ q 4x4 = 2x4 II 3 6 3x6 = 8 20 1x4 II 1x4 II 1x4 II 2 1 13 21 22 12 11 ' 10 9 3x4 = 3x4 = 3x4= 4x4 = 3x4 = 3x4 = 7-7-8 14-8-8 17-6-0 26-3-0 7-7-8 7-1-0 2-9-S 8-9-0 Plate Offsets(X Y)— 11:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.47 9-10 >671 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:138 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 OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=1161/0-7-0,2=1333/0-8-0 Max Horz 2=315(LC 7) Max Uplift 9=-381(LC 8),2=-524(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2039/681,3-5=1843/702,5-6=-2184/798,6-7=-2733/944 BOT CHORD 2-13=-525/1820,11-13=-31711317,10-11=-849/2763,9-10=-532/1703 WEBS 3-13=-370/225,5-13=-1651582,5-11=-345/1066,6-1 0=-506/231,7-1 0=-355/1204, 7-9=-1877/665,6-11=-1192/465 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10:Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=26ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 381 lb uplift at joint 9 and 524 lb uplift at joint 2. 8)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 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk' 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 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 J33343 GHO Lot 44 Buchanan Residence T10710375 J33343 B06 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:49 2017 Page 1 I D:6z11 mLrNk_e 16oOuhJmH5rzNVi C-VOkt8Ajq Dl1 kikv4Mn2MamCVySzpwVHiDQcxadzY4xK -2-0-0-0 8 5-10-4 11-2-0 15-5-0 6-5-1 19-8-0 22-11-8 26-3-0 1-9-8 0--8 5-10-4 5-3-12 4-3-0 1-0-12 3-2-4 3-3 8 3-3-8 Scale=1:49.5 4x4 = 6.00 12 5 3x4 i 1 x4 \\ 4 5x5 co 3 6 n 5x8= 1x4 II 48= t 7 8 9 1x4 II 1x4 II M 1x4 I 2 1 15 22 23 14 13 ' 12 11 '10 3x4= 3x4= 3x6= 4x12= 2x4 II 3x4= 3x4 = 7-7-8 11-2-0 14-8-8 19-8-0 22-11-8 26-3-0 7-7-8 3-6-8 3-G-8 4-11-8 3-3-8 3-3-8 Plate Offsets(X Y)-- 11:0-2-4 0-0-81 12:0-2-0 Edgel (6.0-2-8 0-2-01 17:0-5-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.23 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.49 12-13 >638 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:138 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7,7-9:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2'Except* MiTek recommends that Stabilizers and required cross bracing 10-14:2x4 SP 285OF 1.8E be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1160/0-7-0,2=1334/0-8-0 Max Horz 2=282(LC 7) Max Uplift 10=-380(LC 8).2=-525(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2032/684,3-5=-1836/704,5-6=-2232/838,6-7=-4525/1550,7-8=-2332/796, 8-9=-2332/796,9-1 0=-1 106/381 BOT CHORD 2-1 5=-51 811 7 9 8,13-15=-30211310,12-13=-749/2437,11-12=-1238/3904 WEBS 3-1 5=-3 7412 32,7-12=-1446/535,6-13=-962/433,5-13=-397/1196,5-15=-172/572, 6-12=-734/2180,8-1 1=-2 6 411 4 1,9-11=-805/2453,7-11=-17071546 NOTES- 1)Unbalanced roof live loads have been considered for this design. - 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=26ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 380 lb uplift at joint 10 and 525 lb uplift at joint 2. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and I/V 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 AiTek� 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 iVi fabrication;storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 Qty Ply J33343 GHO Lot 44 Buchanan Residence � T10710376 J33343 B07G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:50 2017 Page 1 ID:6zl l mLrNk_el6oOuhJmH5rcNViC-zalGLWkSzb9bJuUGwUZb6zlensG9fOcrR4MU74zY4xJ 2-0-0-0 8 5-10 4 11-2-0 16-5-12 19-0-0 21-0-0 23 6-8 1-3-01-9-8 0--8 5-10-4 5-3-12 5-3-12 2-6-4 2-0-0 2-6-8 2-8-8 Scale=1:49.8 4x4 = 6.00 12 5 3x4 i 1x4 \\ 4 4x4 3 6 1x4 ll u 7 6x10\ 1x4 II 10x10 = 1x4 11 8 9 10 tx4 11 1x4 II 2 I� 1 17 26 27 16 15 14 13 28 12 29 11 3x4= 3x4 = 4x8 = 5xl0 = 3x4 = 3x4= 7-7-8 14-8-8 19-0-0 21-0-0 23-6-8 26-3-0 7-7-8 7-1-0 4-3-8 2-0-0 2-6-11 2-8-8 Plate Offsets(X Y)-- f1:0-2-4 0-0-81 f2:0-2-0 Edael f8:0-2-4 0-1-121 f10:0-5-0 0-2-41 f11.0-2-12 0-0-01 fl3:0-1-9 0-0-131 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.32 13-14 >991 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.62 13-14 >501 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:137 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, 5-8,8-10:2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2x4 SP No.3`Except' MiTek recommends that Stabilizers and required cross bracing 10-11:2x6 SP No.2,10-12,8-12:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 11=1 03 810-7-0,2=1318/0-8-0 Max Horz 2=262(LC 31) Max Uplift 11=-458(LC 8),2=-534(LC 8) Max Grav 11=1167(LC 37).2=1318(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1996/701,3-5=1798/721,5-6=-2167/870,6-7=-3729/1404,7-8=-3718/1352, 8-9=-3480/1357,9-1 0=-3480/1357,10-11=-1 074/433 BOT CHORD 2-17=-527/1800,15-17=-306/1286,14-15=-790/2343,13-14=-2181/5921, 12-13=-2167/5895,11-12=-1021288 WEBS 3-17=-385/242,5-17=-182/586,5-15=-428/1214,6-15=-1016/470,6-14=-580/1531, 10-1 2=-1 275/3310,8-12=-2538/875,8-14=-2768/1085 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=26ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 458 lb uplift at joint 11 and 534 lb uplift at joint 2. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)88 lb down and 84 lb up at 22-4-12,and 88 lb down and 84 lb up at 24-4-12 on top chord,and 66 lb down and 59 lb up at 22-4-12,and 66 lb down and 59 lb up at 24-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.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 ANSIITPN 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 J33343 GHO Lot 44 Buchanan Residence T10710376 J33343 807G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:50 2017 Page 2 ID:6zllmLrNk e16oOuhJmH5rzNViC-zalGLWkSzb9bJuUGwUZb6zlensG9fOcrR4MU74zY4xJ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-70,5-8=-70,8-10=-70,11-21=-20 Concentrated Loads(lb) Vert:24=34(F)25=34(F)28=31(F)29=31(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711.7473 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 properly incorporate this design into the overall ITS 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 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 Oty Ply J33343 GHO Lot 44 Buchanan Residence T10710377 J33343 C01 COMMON 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:51 2017 Page 1 ID:6zl1 mLrNk_e16oOuhJmH5rzNUC-RmseZsk4kvHSx13STB4gfBlsuGf4OaD?gk52fwzY4xl -2-0-0 10 2 8 5-10-4 11-2-0 16-5-12 22-4-0 1-9-8 0--8 5-10-4 5-3-12 5-3-12 5-10-4 Scale=1:42.2 4x4= 4 6.00 12 1x4 \\ 1x4 3 5 co 1x4 II 2 6 R N 1 • 's 9 19 8 7 " x4= 3x4 = 3x4= 3x4 = 3x4= 1x4 II 7-7-8 14-8-8 22-4-0 7-7-8 7-1-0 7-7-8 Plate Offsets(X Y)-- f1.0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.10 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.24 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:106 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 OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1003/0-8-0,2=1152/0-8-0 Max Horz 2=236(LC 7) Max Uplift 6=-329(LC 8),2=-465(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1657/562,3-4=-1458/581,4-5=-1467/590,5-6=-1665/571 BOT CHORD 2-9=-399/1491,7-9=-175/971,6-7=-410/1419 WEBS 4-7=-196/601,5-7=-390/244,4-9=-182/591,3-9=383/237 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 20.0psf 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 329 lb uplift at joint 6 and 465 Ito uplift at • joint 2. 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 11,111-7473 rev.10/03/2015 BEFORE USE. �e Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not e�• a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �iqe building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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 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,Alexandra,VA 22314. Tampa,FL 36610 ! Y Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence r T10710378 J33343 CO2 COMMON 4 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:51 2017 Page 1 ID:6z11mLrNk el6oOuhJmH5rzNVC-RmseZsk4kvHSxl3ST84gfBlsuGfBOal?gk52fwzY4xl -2-0-0-0 8 5-10-4 11-2-0 16-5-12 22-4-0 22 -8 24-4-0 1-9-8 0--8 5-10-4 5-3-12 5-3-12 5-10-4 0--8 1-9-8 Scale=1:45.4 4x4= 4 6.00 12 1x4 \\ 1x4 m 3 5 uS 1x4 II 1x4 II 6 1x4 II 1x4 II 2101 1x4 II rh 3 7 0 1 10 23 9 8 3x4 = 3x4 = 3x4= 3x4 = 3x4 = 7-7-8 14-8-8 224-0 r 7-7-8 7-1-0 7-7-8 Plate Offsets(X Y)-- f1.0-2-4 0-0-81 I7:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.10 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.24 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014fTPl2007 Matrix-AS Weight:114 Ito 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 OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1 15010-8-0.6=1 15010-8-0 Max Horz 2=-244(LC 6) Max Uplift 2=-463(LC 8).6=-463(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1652/558,3-4=-14541577,4-5=-14541577,5-6=-1652/558 BOT CHORD 2-10=-310/1511,8-10=-86/991,6-8=-310/1405 WEBS 4-8=-184/590,5-8=-384/237,4-1 0=-1 84/591,3-10=-383/237 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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 non concurrent 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 6. 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. 7 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 verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk' 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 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 Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710379 �J33343 CO3 HIP 1 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:52 2017 Page 1 ID:6zl l mLrNk_el6oOuhJmH5rzNUC-vyPOmCliVDQIZBeelvb3COgl dg?Q71 a8vOrbByzY4xH 11-4-0 -2-0-0 - 8 5-10-4 11-0-0 11 16-5-12 22-4-0 22 8 N%1 1-9-8 0-- 5-10-4 5-1-12 0-- 5-1-12 5-10-4 0--8 1-9-8 0-2.0 Scale=1:46.3 4x4 = 4 6.00 12 1 x4 \\ 1 x4 3 5 1x4 II Ix4 II 6 tx4 II 1x4 II 2 1x4 II 7 1 7 10 23 9 8 3x4 = 3x4 = 3x4 = 3x4= 3x4 = 5-10-4 7-7-8 11-0-0 1140 14-8-8 16-5-12 22-4-0 5-10, 1-9-4 3-4-8 0-0- 3-4-8 1-9-4 5-10-4 Plate Offsets(X Y)-- (1.0-2-4 0-0-81 (7:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.10 8-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.24 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014rrPl2007 Matrix-AS Weight:113 Ito FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP Nc.2 BOT CHORD Rigid ceiling directly applied. 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=1 150/0-8-0.6=1 150/0-8-0 Max Horz 2=243(LC 7) Max Uplift 2=-463(LC 8),6=-463(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1652/558,3-4=-1454/576,4-5=-1454/576,5-6=-1652/558 BOT CHORD 2-10=-310/1510,8-10=-89/997,6-8=-310/1405 WEBS 3-10=-375/233,4-1 0=-1 80/584,4-8=-1 801583,5-8=-375/233 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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,with BCDL=I O.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 6., 7)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and'/V gypsum sheetrock be applied directly to the bottom chord. I ®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 r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk' 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 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 J33343 GHO Lot 44 Buchanan Residence T10710380 ` J33343 C04 HIP 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:53 2017 Page 1 I D:6zl l mLrNk_e 16oOuhJmH5rzNViC-N9z0_YmKGWY9ALDrbc6lkcN BN31 MsV2172a8jOzY4xG -2-0-0-0 2, 4-9A 9-0-0 13A-0 17-6-12 22A-0 22 -824A-0 1-9-8 0--8 4-9A 4-2-12 4-4-0 4-2-12 4-9-4 0--8 1-9-8 Scale=1:46.3 4x4 = 48= 4 24 255 6.00 12 tx4 tx4 i w 3 6 0 0 - v v 1X4 11 1x4 II 2 7 tx4 11 1 x4 I I 1 x4 I d I 8 t O 1 11 10 9 4x4 3x8 = 3X4 3x4 = 4x4= = 9-0-0 13A-0 22-4-0 9-0-0 4-4-0 9-0-0 Plate Offsets(X Y)-- f1:0-2-4 0-0-81 12:0-1-8 Edgel 15:0-5-4 0-2-01 f7:0-1-8 Edoel f8:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.12 9-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.34 9-23 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:120 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 OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1150/0-8-0,7=1150/0-8-0 Max Horz 2=-205(LC 6) Max Uplift 2=-463(LC 8),7=-463(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1667/598,3-4=1347/502,4-5=-1150/493,5-6=-1346/503,6-7=-1666/598 BOT CHORD 2-11=-363/1462,9-11=-167/1149,7-9=-363/1432 WEBS 3-11=-369/223,4-11=-64/315,5-9=-64/315,6-9=371/223 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 lb uplift at joint 2 and 463 lb uplift at joint 7. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 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 ANSIITP11 Quality Criteria,OSB-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 J33343 GHO Lot 44 Buchanan Residence T10710381 J33343 C05G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:54 2017 Page 1 1 D:6zl l mLrNk_el6oOuhJmH5rzN V C-rLXmBunyl ggOoVo 19KeXHpwEpTeAbvKRMhKiGrzY4xF -2-0-0-0 4-0-0 7-0-0 11-2-0 154-0 184-022-0-0 22 -824-4-0 1-9-8 4-0-0 3-0-0 4-2-0 4-2-0 3-0-0 4-0-0 0--8 Scale=1:46.3 4x8= 1 x4 I I 4x6 = 4 26 27 5 28 29 6 6.00 12 1x4�� !17 x4 i c� 3 � 0 0 A r' 1x4 II 1x4 II 8 1x4 II m 1xa II 2 lxa II 1 13 30 12 11 31 10 N 1 9 0 = = 3x4 4x4= 3x4= 3x6 3x6 = 3x8 = 7-0-0 11-2-0 15-4-0 _ 22-4-0 7-0-0 4-2-0 4-2-0 7-0-0 Plate Offsets(X Y)-- 11:0-2-4 0-0-81 (4:0-5-4 0-2-01 f6:0-5-4 0-2-01 i9:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.29 12-13 >937 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.39 12-13 >680 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:123lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-4-3 oc bracing. 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=2221/0-8-0.8=2221/0-8-0 Max Horz 2=-168(LC 23) Max Uplift 2=-1357(LC 8).8=-1357(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3982/2480,3-4=-3801/2466,4-5=-4013/2778,5-6=-401312778,6-7=-3801/2466, 7-8=-3982/2480 BOT CHORD 2-13=-2037/3481,12-13=-1985/3402,10-12=-1985/3403,8-10=-2037/3482 WEBS 4-13=-347/706,4-12=-698/858,5-12=-767/528,6-12=-698/858,6-10=-347/706, 7-10=-316/230,3-13=-314/230 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1357 lb uplift at joint 2 and 1357 lb uplift at joint 8. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)177 lb down and 192 lb up at 7-0-0,177 lb down and 184 lb up at 9-0-12,177 lb down and 184 lb up at 11-0-12,177 lb down and 184 lb up at 11-3-4,and 177 lb down and 184 lb up at 13-3-4,and 177 lb down and 192 lb up at 15-4-0 on top chord,and 530 lb down and 351 lb up at 7-0-0,85 lb down and 126 lb up at 9-0-12,85 lb down and 126 lb up at 11-0-12,85 lb down and 126 lb up at 11-3-4,and 85 Ito down and 126 lb up at 13-3-4,and 530 lb down and 351 lb up at 15-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev.1010312015 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,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 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710381 J33343 L C05G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:54 2017 Page 2 I D:6z11 mLrNk_e 16DOuhJmH5rzN V C-rLXmBunyl ggOoVo 19KeXHpwEpTeAbvKRMhKiGrzY4xF LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-4=-70,4-6=-70,6-9=-70,20-23=-20 Concentrated Loads(lb) Vert:4=-140(F)6=-140(F)13=-530(F)12=-121(F)5=-280(F)10=-530(F)26=-140(F)29=-140(F)30=-60(F)31=-60(F) e AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 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 /g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and Bost Building Component 69D4 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 J33343 GHO Lot 44 Buchanan Residence � T10710382 J33343 D01 COMMON 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:55 2017 Page 1 I D:6z11 mLrNk_e 16oOuhJmH5rzNViC-KX59OEobo8otQfNDi 19mp1 STFt?BKQ2bbL3FoHzY4xE -2-0-0 - 2 8 1-6-1 4-8-0 9-4-0 9 11-4-0 1-9-8 0-2- 1-G-1 3-1-15 4-8-0 0-2 1-9-8 Scale=1:24.9 4x4 = 4 6.00 12 M 1x4 II 3 1x4 112 5 1x4 I m m 0 1x4 I I� 1x4 II o 7 6 1 3x4 B 1 x4 11 d d 3x4 = a II 1-4-1 1 1 4-8-0 9-3-4 9 0 1-4-1 0-2 3-1-15 4-7-4 0-0-12 Plate Offsets(X Y)— f1:0-2-4 0-0-81 f6:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 7-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.10 7-20 >930 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:48 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 OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8=673/0-4-0,5=456/0-3-5 Max Horz 8=-124(LC 6) Max Uplift 8=-537(LC 8),5=-364(LC 8) Max Grav 8=673(LC 1),5=463(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-8=-400/288 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and 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 537 lb uplift at joint 8 and 364 Ito uplift at joint 5. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.10/03/2015 BEFORE USE. e Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not C- 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 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 J33343 GHO Lot 44 Buchanan Residence T10710383 J33343 D02G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:55 2017 Page 1 I D:6zl l mLrNk_e l6oOuhJmH5rzN ViC-KX59OEoboBotQfNDil9mp 1 SQ2t_gKQQbbL3FoHzY4xE -2-0-0 -0 2 1-6-1 1-6-1 3-0-0 6-0-0 7-9-3 7- 15 9-4-0 9 11-4-0 1-9-8 0-2- 1-5-15 3-4-0 1-5-3 0-0212 1-6-1 ON 1-9-8 Scale=1:25.3 44= 4x4= 4 25 26 27 5 6.00 12 1x4 1x4 II 6 3 M M o 0 1x4 II 2 7 1x4 II r� 0 1 x4 I I 1 x4 I I o N 11 28 10 9 w 8 1 3x4= 12 1x4 II 1x4 II 1x4 II 1x4 II 3x4 1-4-1 1 1 3-0-0 6-4-0 7-9-3 7- 15 9-3-4 9 1-4-1 0-2- 1-5-15 3-4-0 1-5-3 0- -12 1-5-5 0 -12 Plate Offsets(X Y)-- 11:0-2-4 0-0-81.18:0-2-4 0-0-81 f9:0-2-8 0-0-81 f12:0-2-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.13 10 >701 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.15 10 >637 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:49 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. 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) 12=760/0-4-0.7=515/0-3-5 Max Horz 12=-94(LC 23) Max Uplift 12=-681(LC 8),7=461(LC 8) Max Grav 12=760(LC 1),7=544(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-347/369,3-4=-408/439,4-5=-313/376,5-6=-360/402,6-7=-408/413 BOT CHORD 2-12=-353/402,11-12=-282/402,10-11=-297/412,9-10=-284/397,7-9=-284/397 WEBS 3-12=-477/422 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 681 lb uplift at joint 12 and 461 Ito uplift at joint 7. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)38 lb down and 65 lb up at 3-0-0,and 38 lb down and 57 lb up at 4-8-0,and 38 Ito down and 65 lb up at 6-4-0 on top chord,and 175 lb down and 108 lb up at 3-0-0,and 15 lb down and 13 lb up at 4-8-0,and 175 lb down and 108 lb up at 6-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-4=70,4-5=-70,5-8=-70,19-22=-20 ®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 ANSIITPI1 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 a r Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710383 J33343 D02G HIP GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:56 2017 Page 2 ID:6z11mLrNk e16oOuhJmH5rzNVC-okfXcZoDZRwklpyQGlg?ME?boHKv3tfkq?ppKjzY4xD LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-0(F)5=-0(F)11=73(F)10=-73(F)26=-0(F)28=2(F) II WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 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 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 Truss Truss Type Qty Ply Job J33343 GHO Lot 44 Buchanan Residence T10710384 J33343 E01 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:56 2017 Page 1 I D:6z11 mLrNk_el6oOuhJmH5rzNViC-okfXcZoDZRwkl pyQGlg?ME?bGHP_3llkq?ppKjzY4xD 6-11-0 6-11-0 4x4 = 3x4 = Scale=1:39.4 1 2 rn v m ee e e 5 4 3 2x4 I I 3x4 = 6-11-0 6-11-0 Plate Offsets(X,Y)f2:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.08 3-4 >992 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.19 3-4 >417 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:51 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 1,Row at midpt 1-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=298/0-7-0,3=298/Mechanical Max Horz 4=431(LC 5) Max Uplift 4=-337(LC 4),3=-337(LC 5) Max Grav 4=477(LC 14),3=431(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-340/342 BOT CHORD 3-4=-369/322 WEBS 1-3=-292/292 NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 337 Ito uplift at joint 4 and 337 lb uplift at joint 3. A 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 Bet 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 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 Qty Ply J33343 E02G ROOF SPECIAL GIRDER 1 J33343 GHO Lot 44 Buchanan Residence T10710385 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:57 2017 Page 1 I D:6zl i mLrNk_el600uhJmH5rzNV C-GwDvpvprKl2bfyXcgSBEvSYnShkpoHnt2fYMsAzY4xC 6-11-0 6-11-0 3x6 = 3x4= Scale=1:33.3 1 8 9 10 2 ED v 2x4 — 3 3x4 = 4 11 12 rn 4x8= 0 d Li � 6 s e 5 6 2x4 3x4 = II 6-11-0 r 6-11-0 Plate Offsets(X Y)-- 12:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.18 5-6 >440 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Weight:56lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 6=414/0-7-0,5=419/Mechanical Max Horz 6=-360(LC 4) Max Uplift 6=-288(LC 4),5=-291(LC 5) Max Grav 6=521(LC 23),5=566(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-7=-447/300,1-7=-373/261,1-2=-277/183,3-5=-358/192 BOT CHORD 5-6=-296/291,3-4=-142/348,4-7=-194/331 WEBS 1-4=-182/267,4-5=-278/257 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 288 lb uplift at joint 6 and 291 lb uplift at joint 5. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)208 lb down and 86 lb up at 1-10-4,and 208 lb down and 86 lb up at 3-10-4,and 197 lb down and 85 lb up at 5-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,5-6=-20,3-7=-20 ®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 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 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 J33343 GHO Lot 44 Buchanan Residence T10710385 J33343 E02G ROOF SPECIAL GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:57 2017 Page 2 ID:6zl1 mLrNk_el6oOuhJmH5rcMlC-GwDvpvprKl2bfyXcgSBEvSYnShkpoHnt2fYMsAzY4xC LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-35(F)11=-35(F)12=-35(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-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 piii��.iO 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 �ppiTek' 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 J33343 GHO Lot 44 Buchanan Residence T10710386 J33343 E03 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:57 2017 Page 1 ID:6zl l mLrNk_el6oOuhJmH5rzNViC-GwDvpvprKl2bfyXcgSBEvSYmUhnhoH6t2fYMsAzY4xC 4-8-12 6-11-0 4 8-12 2-2-4 6.00 12 3x4 Scale=1:42.8 3 3x4 = 4x4 = 1 d n e 6 e 5 4 2x4 II US= 3x4 II 4-8-12 6-11-0 4-8-12 2-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:66 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=298/0-7-0,4=298/Mechanical Max Horz 6=475(LC 7) Max Uplift 6=-306(LC 4).4=-341(LC 5) Max Grav 6=444(LC 14),4=446(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-400/307,3-4=-426/311 BOT CHORD 5-6=-425/313 WEBS 1-5=-265/373,2-5=-313/187,3-5=-341/450 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 lb uplift at joint 6 and 341 lb uplift at joint 4. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 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 PYRE 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,OSB-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 J33343 GHO Lot 44 Buchanan Residence T10710387 J33343 E04G ROOF SPECIAL GIRDER 1 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc.Thu Mar 23 09:58:58 2017 Page 1 I D:6zI1 mLrNk_el 6oOuhJmH5rzNV C-k6nH1 FgT53ASH66o0AiTRf4wG41 BXbO1 HJIvPczY4xB 3-2-0 6-11-0 3-9-0 6.00 12 3x6 Scale=1:47.4 3 3x6 VI 1 O s M n u5 7 5 8 9 6 4 3x8 II 8x8 = HUS26 4x8 II HUS26 HUS26 i 3-2-0 6-11-0 3-2-0 3-9-0 Plate Offsets(X,Y)f4:Edge.0-3-81.15:0-4-0,0-6-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.04 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.07 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Weight:75 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, BOT CHORD 2x8 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6:2x6 SP No.2 WEBS 1 Raw at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1 8 7110-7-0,4=2140/Mechanical Max Horz 6=468(LC 18) Max Uplift 6=-778(LC 4),4=-963(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=1628/702,1-2=930/434,2-3=-1 1 0415 6 0,3-4=-1280/648 BOT CHORD 5-6=428/276 WEBS 1-5=-727/1761,2-5=-683/350,3-5=-891/1871 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 778 lb uplift at joint 6 and 963 lb uplift at joint 4. 8)Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-1 Old Truss,Single Ply Girder)or equivalent spaced at 2-2-0 oc max.starting at 2-3-12 from the left end to 5-6-12 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 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 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=70,2-3=-70,4-6=-20 ®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 verity 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 A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the a fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 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 Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710387 �J33343 E04G ROOF SPECIAL GIRDER 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:58 2017 Page 2 I D:6zi 1 mLrNk_el6oOuhJmH5rzNViC-k6n H 1 FgT53ASH66oOAiTRf4wG41 BXb01 HJIvPczY4xB LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-1141(B)8=-1142(B)9=-1140(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 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 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 oftrusses 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 J33343 GHO Lot 44 Buchanan Residence T10710388 J33343 FG01 ROOF SPECIAL GIRDER 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:59 2017 Page 1 1 D:6zl l mLrNk—e 16oOuhJmH5rzNV C-CJLfEbr5sMIJuGg?xtDi_tdCLUUQGCvAWzl Tx2zY4xA i 4-5-4 6-10-12 9-9-7 13-3-7 4-5-4 2-5-8 2-10-12 3-6-0 2x4 I I 2x4 11 5x6 = Scale=1:25.5 4x6= 4x6 = 1 14 15 2 16 17 3 18 19 20 4 21 22 5 0 1 0 o vi N 12 0 0 6 d 4x10 = 7 0 3x8 = 1x4 I o C E t3 0 cy 3x8= E C cL 3x8 II N cob � s 3x6= 10 93x6 I 6-7-6 6-10-2 9-9-7 13-3-7 6-7-6 -3 2-10-12 3-M Plate Offsets(X,Y)— 15:0-2-4,0-2-121.18:0-7-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.06 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.06 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.00 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:205 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 6-0-0 oc bracing:8-9. 1-10:2x6 SP No.2,5-13:2x8 SP No.2 JOINTS 1 Brace at Jt(s):12 REACTIONS. (lb/size) 10=613/Mechanical,9=1872/0-6-12,13=633/0-7-4 Max Horz 10=-240(LC 6) Max Uplift 10=-590(LC 4),9=-1645(LC 5).13=-1389(LC 5) Max Grav 10=613(LC 1),9=1872(LC 1).13=1104(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-554/417,1-2=-257/225,2-3=-257/225,3-4=-963/894,4-5=-963/894, 6-13=-1104/1389,5-6=-1113/1319 BOT CHORD 8-9=-1808/1523,3-8=-1687/1355 WEBS 4-7=-731/592,5-7=-817/898,3-7=-836/918 NOTES- 1)2-ply truss to be connected together with 10d(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:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD 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=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 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)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 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 590 lb uplift at joint 10,1645 lb uplift at joint 9 and 1389 lb uplift at joint 13. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)229 lb down and 246 lb up at 1-4-12,246 lb down and 265 lb up at 3-0-12,246 lb down and 265 lb up at 5-0-12,393 lb down and 396 lb up at 7-0-12,393 lb down and 396 lb up at 8-7-4.474 lb down and 493 lb up at 10-7-4,and 321 lb down and 347 lb up at 12-7-11,and 752 lb down ContiWed on page A&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 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 duality 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 C7 M Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence a T10710388 J33343 FG01 ROOF SPECIAL GIRDER 1 Jab Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:59 2017 Page 2 ID:6z11mLrNk el 6oOuhJmH5rzNViC-CJLfEbr5sMIJuGg?xlDi_IdCLUUQGCvAWzlTx2zY4xA LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-70,9-10=-20,6-8=-20 Concentrated Loads(lb) Vert:5=332 14=-229 15=-246 16=-246 18=-393(F)20=-393(F)21=-474 22=-321 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i•�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 N Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence � T10710389 J33343 FG02 ROOF SPECIAL GIRDER 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc.Thu Mar 23 09:59:00 2017 Page 1 I D:6z11 mLrNk_el 6oOuhJmH5rzN ViC-gVu2SxrjdgQAWQFBVakxW4ANvur8?dcKkdnOTUzY4x9 4-7-4 9-2-8 4-7-4 4-7-4 1X4 II 1x4 II 3x6 = Scale:l2'=-V 5x6= 1x4 II 1 14 15 16 2 17 3 18 19 4 12 i C d 3 N 1x II 1X4 1 Lj 3x8 = 1x4 II 7 0 3x8= 3X6 II u 6 5 1x4 II 13 G C c � 4-7-4 9-2-8 4-7-4 4-7-4 Plate Offsets(X,Y)-- f1:0-2-4.0-2-121 19:0-1-15 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.03 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.02 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:124 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 1-13:2x8 SP No.2,4-5:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=23411-11-4,6=63811-11-4,13=650/0-7-4 Max Horz 13=-247(LC 6) Max Uplift 5=-1012(LC 5),6=-583(LC 5),13=-1458(LC 4) Max Grav 5=979(LC 22),6=638(LC 1),13=1129(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-13=-1129/1458,1-8=-1139/1362,1-2=-929/910,2-3=-9291910,3-4=-929/910, 4-5=-977/1065 BOT CHORD 7-8=-360/282 WEBS 1-7=-932/913,2-7=-871/710,7-12=-1070/1048,4-12=-1055/1034,6-12=-514/469, 3-12=-484/436 NOTES- 1)2-ply truss to be connected together with 10d(0.131"xW)nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 cc,2x4-1 row at 0-9-0 cc,2x6-2 rows staggered at 0-9-0 cc. Bottom chords connected as follows:2x4-1 row at 0-9-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 cc. 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=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 5)Provide adequate drainage to prevent water ponding. 6)Plates checked for a plus or minus 0 degree rotation about its center. 7)Gable studs spaced at 2-0-0 cc. 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)13 considers parallel to grain value using ANSI/TPI 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 1012 lb uplift at joint 5,583 lb uplift at joint 6 and 1458 lb uplift at joint 13. ®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 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 J33343 GHO Lot 44 Buchanan Residence � T10710389 J33343 FG02 ROOF SPECIAL GIRDER 1 L r� Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:59:00 2017 Page 2 I D:6z11 mLrNk_e 16oOuhJmH5rzNV C-gVu2SxrjdgQAWQFBVakxW4ANvur8?dcKkdnOTUzY4x9 NOTES- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)756 Ito down and 807 lb up at 0-3-10,317 lb down and 349 lb up at 0-11-9,258 16 down and 304 lb up at 3-0-0,258 Ito down and 304 lb up at 4-7-4,258 lb down and 304 lb up at 6-2-8,and 317 lb down and 348 lb up at 8-2-15,and 760 lb down and 805 lb up at 8-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13) Studding applied to ply:1(Front) LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=70,5-8=-20 Concentrated Loads(lb) Vert:1=334 2=-258 4=331 14=317 16=-258 17=258 19=-317 ®WARNING-Verify design 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 properly incorporate this design Into the overall pi�.Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 V I 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 ANSIITPI1 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 -i � n Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710390 J33343 s MV2 VALLEY 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:59:01 2017 Page 1 ID:6zl1 mLrNk_e16oOuhJmH5rzNViC-8hSQfHsLO_Y18agN31GA3IidPIC9k8sTzHWZOxzY4x8 2-0-0 2-0-0 Scale=1:7.8 2 6.00 12 0 d 1 3 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-P Weight:5 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=62/2-0-0.2=48/2-0-0,3=14/2-0-0 Max Horz 1=42(LC 8) Max Uplift 1=-15(LC 8),2=-40(LC 8) Max Grav 1=63(LC 13),2=55(LC 13),3=28(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=3.Dpsf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load non concurrent 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 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 15 lb uplift at joint 1 and 40 lb uplift at joint 2. ®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 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 ivi 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 ANSIITPl1 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 f Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3i4 Center plate on joint unless x,y (Drawings not to scale) offsets are indicated. Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer.For U-��g" wide truss spacing,individual lateral braces themselves 0 WEBS oav 4 may require bracing,or alternative Tor I of ,c@q p bracing should be considered. 6 3. Never exceed the design loading shown and never 0- s�° U stack materials on inadequately braced trusses. 00 p 4. Provide copies of this truss design to the building c7-s c6a C5-6 F desi ner,erection supervisor,property owner and plates 0- 'I'd'from outside For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. p p y edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. P 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication.. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise Shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ra I� ,� is not sufficient. BCSI: Building Component Safety Information, MiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.10/03/2015