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HomeMy WebLinkAboutTruss Drawings 2 Job Truss Truss Type Qty ]Ply TJ33156 GHO Lot 283 March ResidenceT10389620 J33156 A17 Hip 1 Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:42 2017 Page 1 ID:tggfYCKy4QxldZI BH5HvBby4S7L-AZvUmopjRauiegsxh2Tie_YUONoJLKBIagUnDRznGTF i 4-2-0 10-2-5 16-2-11 22-3-0 27-4-0 31-9-4 36-9-0 38-9-0 4-2-0 6-0-5 6-0-5 6-0-5 5-1-0 4-5-4 4-11-12 2-0-0 Scale=1:59.7 6.00 12 5x5= 5x5 = 3x4 = 5x5 = 2 3 4 27 28 5 �4x6 i 4x6 1 3x6 6 M 7 3x4 m o ^ g r 2x4 11 2x4 11 g 2x4 = 20 19 29 3018 17 31 16 32 15 10 m 6 6 3x6 II 3x8= 4x6 = 4x6 = 3x8 = 12 11 13 3x6 = 3x4 = 3x4 I 5x5= 4-2-0 13-2-8 22-3-0 27-4-0 2 -4- 31-9-4 36-9-0 4-2-0 9-0-8 9-0-8 5-1-0 -0-0 3-5-4 4-11-12 Plate Offsets(X.Y)— I2:0-2-8.0-2-41 14:0-2-8 0-3-01 15:0-2-8.0-2-41 111:0-2-8.0-1-121 114:0-5-8 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.22 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.60 15-17 >729 180 BCLL 0.0 Rep Stress Incr YES WE 0.90 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:231 Ito FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. Except: 7-12:2x4 SP No.3 10-0-0 oc bracing:12-14 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-19.4-15,7-15 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 20=1641/0-8-0,9=1821/0-8-0 Max Horz 20=454(LC 6) Max Uplift 20=-574(LC 8).9=-719(LC 8) Max Grav 20=1641(LC 1),9=1906(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1160/503,2-3=-1013/492,3-4=-2181/876,4-5=-2323/925,5-7=-2640/961, 7-8=-3483/1169,8-9=-3197/1040,1-20=-1618/588 BOT CHORD 19-20=-255/349,17-19=-324/1962,15-17=-466/2306,14-15=-797/3090,7-14=-95/514, 11-12=-139/384,9-11=-740/2751 WEBS 3-19=-1428/489,3-17=-142/749,4-17=-417/205,5-15=-194/728,7-15=-1050/421, 1-19=-395/1448,8-11=-521/185,11-14=-614/2418,8-14=-36/380 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=18ft;B=82ft;L=50ft;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 fora 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 574 lb uplift at joint 20 and 719 lb uplift at joint 9. 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 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 pp/�q�p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �y�iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 J33156 GHO Lot 283 March Residence T10389621 J33156 A18 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:43 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7 L-emTsz8gMCuOYGpR8Fl_xAC4e4nAU4nUvpUDLltznGTE 2-3-0 9-7-4 16-9-12 24-2-0 27-4-0 31-9-4 36-9-0 38-9-0 2-3-0 7-4-4 7-2-8 7-4-4 3-2-0 4-5-4 4-11-12 2-0-0 Scale=1:69.7 6.00 12 5x8= 2x4 1 3x6 = 3x8 = 5x5 = �4x6 2 29 3 4 5 30 31 6 N 4x6 7 3x6 8 3x4 9 co 2x4 I 1 2x4 11 ]ZI.14 10 2x4 = 22 21 32 20 19 33 18 17 34 16 — 11 `n o 3x6 II 3x4 = 3x10 = 4x6 2x4 11 3x8 = 14 13 12 io 0 4x6 = 3x4 11 5x5= 3x6 2-3-0 9-7-4 16-9-12 -2-0 27-4-0 2 -4- 3 -9-4 36-9-0 2-3-0 7-4-4 7-2-8 7-4-4 3-2-0 -0-0 3-5-4• 4-11-12 Plate Offsets(X,Y)-- 12:0-6-0,0-2-81.16:0-2-8,0-2-41 112:0-2-8,0-1-121 115:0-5-8 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 0.71 Vert(LL) 0.22 17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.54 16-17 >818 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:232 lb FT=0% LUMBER- BRACING- -TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. Except: 7-13:2x4 SP No.3 10-0-0 oc bracing:13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-20,5-20,5-16 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 22=1641/0-8-0,10=1821/0-8-0 Max Horz 22=-413(LC 6) . Max Uplift 22=-574(LC 8),10=-719(LC 8) Max Grav 22=1641(LC 1),10=1887(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-803/375,2-3=-2095/871,3-5=-2095/871,5-6=-2504/971,6-7=-2808/1026, 7-9=-3433/1166,9-10=-3163/1044,1-22=1647/594 BOT CHORD 21-22=-213/331,20-21=0/805,17-20=-635/2717,16-17=-635/2717,15-16=-770/2996, 7-15=-116/489,12-13=-115/373,10-12=-744/2723 WEBS 2-21=-1196/459;2-20=-656/1894,3-20=-534/298,5-20=-853/259,5-17=0/314, 5-16=-507/145,6-16=-238/848,7-16=-808/311,1-21=-449/1498,9-12=-519/193, 12-15=-643/2401,9-15=-32/362 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=18ft;B=82ft;L=50ft;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 wiltfit 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 574 lb uplift at joint 22 and 719 lb uplift at joint 10. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and 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 A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek• 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 J33156 GHO Lot 283 March Residence T10389622 J33156 A19 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8'010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:44 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-7y1EBUgyB8PuzOKpTVPjPdnBBYRpE2218zuHKznGTD 7-6-5 14-9-3 21-0-0 26-5-0 31-3-12 36-9-0 38-9-0 71-5 r 7-2-13 6-2-13 5-5-0 4-10_12 5-54 2-M Scale=1:69.8 = I,^ 4x6= 2x4 II 3x6= 3x8 = 4x6 =3x6 1c 6.00 1 = 1 28 2 3 4 29 5 6 7 5x5 3x6 8 3x4 9 2x4 II o 2x4 I I 10 2x4 = 5 11 0 13 12 14 I 21 30 20 19 18 17 16 4x6= 2x4 II 3x6 = 5x6 I 3x10 = 4x6 3xl2 = 3x4 II 3x8= 7-0-5 14-9-3 2 -0-0 2 -0- 26-5-0 31-3-12 36-9-0 7 6-5 7-2-13 6-2-13 -0- 4-5-0 4-10-12 5-5-0 Plate Offsets(X,Y)-- f7:0-2-8.0-2-41.115:0-5-12,0-4-01.f18:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.24 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.51 16 >860 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:235 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. Except: 5-17:2x4 SP No.3 10-0-0 oc bracing:15-17 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-21,1-20,4-20 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 21=1646/Mechanical,10=1816/0-8-0 Max Horz 21=-464(LC 6) Max Uplift 21=-580(LC 8).10=-713(LC 8) Max Grav 21=1665(LC 14),10=1817(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-1 576/609,1-2=-1548/695,2-4=-1548/695,4-5=-2947/1124,5-7=-2354/933, 7-9=-2683/982,9-10=-3096/1050 BOT CHORD 20-21=-1 66/331,18-20=-566/2256,5-15=-2/289,13-15=-750/2962,12-13=-747/2689, 10-12=-747/2689 WEBS 1-20=-715/2035,2-20=-561/318,4-20=-961/334,4-18=-404/180,15-18=-553/2214, 4-1 5=-23619 04,5-13=-894/268,7-13=-242/809,9-13=-487/224 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;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 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 580 lb uplift at joint 21 and 713 lb uplift at joint 10. 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.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp��� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �y�iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 x Truss Truss Type Qty PlyTJO 156 GHO Lot 283 March Residence T10389623 J33156 A20 Roof Special 1 Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:45 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-b8bcOgrcjVHGV7bWMA1 PGdAxjbrPYgoCGoiRpmznGTC 5-0-12 8-10-0 15-7-0 21-4-0 28-5-0 36-1-0 5-0-12 3-9-4 6-9-0 5-9-0 7-1-0 7-8-0 Scale=1:62.4 5x8 M18SHS= 3x4 II 3x6 2x4 I 3x6 = 3x8= 4x6 = 3x6 = = 1 2 3 4 5 21 6 7 8 6.00 12 4X8 cm 9 0 cn 1920 0 5 5 = 7x — 13 0 11 10 18 16 15 4x6= 5x8 = 3x6 I I 3x44 17x8= 3x4 = 6x8 = 8-10-0 -10- 15-7-0 21-4-0 2-4- 28-5-0 36-1-0 8-10-0 -0-0 5-9-0 5-9-0 -0-0 6-1-0 7-8-0 Plate Offsets(X,Y)— 18:0-6-0,0-2-81.113:0-5-12,0-4-01 [19:0-2-12,Edge] 120:0-2-0 0-2-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.29 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.80 19-20 >537 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.13 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:231 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except" BOT CHORD Rigid ceiling directly applied. Except: 3-17,6-15:2x4 SP No.3 10-0-0 oc bracing:17-19,13-15 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 2-20,6-11 9-10:2x6 SP No.2 REACTIONS. (lb/size) 20=1633/Mechanical,10=1627/Mechanical Max Horz 20=-339(LC 4) Max Uplift 20=-561(LC 8),10=-558(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2622/986,3-5=2598/984,5-6=-2801/1087,6-8=-1932/801,8-9=-2255/808, 9-10=-1542/576 BOT CHORD 19-20=-372/1525,3-19=-360/197,15-16=199/631,6-13=-33/343,11-13=-822/2837, 10-11=-97/267 WEBS 2-20=-2022/734,2-19=-460/1496,16-19=-699/2556,5-16=-547/219,13-16=-560/1992, 6-11=-1129/372,8-11=-74/552,9-11=-431/1676 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;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 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for.a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Pr8vide mechanical connection(by others)of truss to bearing plate capable of withstanding 561 lb uplift at joint 20 and 558 lb uplift at joint 10. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chard and%"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � of 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 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 � A Job : r Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389624 J33156 ]A21 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:46 2017 Page 1 I D:tggfYCKy4QxldZI BHSHvBby4S7L-3L9?c9sEUpP77 HAiwuYeogi8K?BTH8gLVSS?MCznGTB 5-0-12 8-10-0 16-0-15 23-2-1 30-5-0 36-1-0 5-0-12 3-9-0 7-2-15 7-1-3 7-2-15 5-8-0 Scale=1:62.6 3x6 = 4x6 = 2x4 II 4x6= 3x6= 3x8 = 2x4 11 5x8 = 6.00 112 ,1 2 3 4 5 20 6 7 8 :::>4x6 9 0 a 19 18 q 17 I� Io 3x6 6x — 5x10 = 16 15 14 13 12 11 10 3x6 3x4 II 5x6= 4x6= 4x4 = II 3x8 = 5-0-12 8-10-0 -10-Q 16-0-15 23-2-1 30-5-0 36-1-0 5-0-12 3-9-4 �-0-0� 6-2-15 7-1-3 7-2-15 51-0 Plate Offsets(X,Y)— I8:0-6-0,0-2-81,f17:0-5-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.28 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.63 12-14 >677 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:215 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 3-15:2x4 SP No.3 10-0-0 oc bracing:15-17 WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 5-12,3-18 14-17:2x4 SP No.2 REACTIONS. (lb/size) 19=1628/Mechanical,10=1617/Mechanical Max Horz 19=-281(LC 4) Max Uplift 19=-564(LC 8),10=-565(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-1580/579,1-2=-19981770,2-3=-1998/770,3-5=-3434/1265,5-6=-3006/1169, 6-8=-3006/1169,8-9=-2015/748,9-10=-1562/577 BOT CHORD 17-18=-1035/3465,3-17=-162/693,12-14=-1000/3218,11-12=-485/1716 WEBS 14-17=-959/3056,5-17=-78/274,5-14=-456/226,5-12=-255/172,6-12=-528/293, 8-12=-529/1524,8-11=-385/194,9-11=-506/1713,2-18=-358/198,1-18=-834/2425, 3-18=-1808/618 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;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 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 564 lb uplift at joint 19 and 565 lb uplift at}bint 10. 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-Verity 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 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 p q iTek" 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 Tjob 6 GHO Lot 283 March Residence T10389625 J33156 A22G Roof Special Girder 1 ference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:50 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-x6OVSXvlY1 vZcuUU9jcazgtwycacDw9xQ4QCVzznGT7 5-0-12 8-10_0 13-7-10 19-0-7 22-11-7 25-7-0 27-7-6 29-7-0 32-5-0 36-1-0 5-0-12 3-9-4 4-9-10 5-10-13 3-5-0 2-7-9 2-0-6 1-11-10 2-10-0 3-8-0 Scale:3/16"=l' 5x6 = 2x4 II 5x6 = 4x8 = 4x8 = 4x4 = 48=2x4 II 7x6 = 6.00 12 Sx6= 1 26 27 2 28 29 3 4 530 31 32 6 33 34 7 8 35 36 937 10 38 46 11 c� 6 15 0 54 55 5 = o P N d N 3x8 II 39 40 24 41 42 4x10 = 22 21 43 20 44 45 46 1947 48 18 49 17 50 51 14 52 13 53 12 3x4 I 2x4 II 4x8 = 3x8 7x8 = II 6x8 M18SHS = 4x8 = 6x8 = 2x4 I 5-0-12 8-10-0 10- 13-7-10 19-6-7 2-1 -7 25-7-0 27-7-6 9--0 3 -5-0 36-1-0 5-0-12 3-9� -0-0 3-9-10 5-10-13 3-5-0 2-7-9 2-0-6 1-11-10 2-10-0 '3-8-0 Plate Offsets(X,Y)— 110:0-2-12,0-2-121,f15:0-5-8.0-2-121,116:0-2-8 0-2-81 f20:0-3-8 0-3-01,f23:0-5-8,0-4-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.32 17-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.64 17-19 >674 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.09 12 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:568 Ito FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP DSS"Except' TOP CHORD Structural woad sheathing directly applied or 5-10-4 oc purlins, 10-11:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP DSS'Except' BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. Except: 3-21:2x4 SP No.3,15-16:2x4 SP No.2 10-0-0 oc bracing:21-23 WEBS 2x4 SP No.3*Except* 1-24,3-24,11-12:2x4 SP No.2,20-23:2x6 SP DSS REACTIONS. (lb/size) 25=3354/Mechanical,12=3428/Mechanical Max Horz 25=200(LC 4) Max Uplift 25=-1328(LC 8),12=-1298(LC 8) Max Grav 25=3425(LC 30),12=3532(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-3286/1309,1-2=-6364/2493,2-3=-6364/2493,3-5=-10126/3896,5-6=-9501/3636, 6-8=-8848/3359,8-9=-8914/3362,9-10=-3996/1534,10-11=-3785/1434, 11-12=-3287/1229 BOT CHORD 23-24=-3748/10233,3-23=-412/1449,20-21=-271/707,19-20=-3244/8856, 17-19=-2422/6699,14-17=-2417/6660,13-14=-2410/6642,15-16=2767/1079 WEBS 1-24=-2663/6930,2-24=-737/432,3-24=-4279/1586,20-23=-3073/8423,5-23=-576/1578, 5-20=-1990/894,5-19=-302/747,6-19=-924/552,10-13=-486/1451,11-13=-1253/3519, 8-16=-260/282,14-15=-279/876,9-15=-2479/1012,9-16=-1921/5189,16-19=-1112/2983, 6-16=-665/288,13-15=-4491/1709,10-15=-234/643 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 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to pill 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=18ft;B=82ft;L=50ft;eave=6ft;Cat. It: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.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 �'i'e�' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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;, TA2u2sG Truss Type Qty Ply J33156 GHO Lot 283 March Residence J33156 Roof Special Girder 1 T10389625 Job Reference(optional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:50 2017 Page 2 I D:tggfYCKy4QxldZI BH5HvBby4S7L-x6OVSXvlY1 vZcuUU9jcazgtwycacDw9xQ4QCVzznGT7 NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1328 lb uplift at joint 25 and 1298 lb uplift at joint 12. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)208 lb down and 151 lb up at 2-0-12,208 Ito down and 151 lb up at 4-0-12,208 lb down and 151 lb up at 6-0-12,208 lb down and 151 lb up at 8-0-12,220 lb down and 169 lb up at 10-0-12,220 lb down and 169 lb up at 12-0-12,220 lb down and 169 lb up at 14-0-12,220 lb down and 169 lb up at 16-0-12,220 lb down and 169 lb up at 18-0-12,220 lb down and 169 lb up at 20-0-12,220 lb down and '169 lb up at 22-0-12,220 lb down and 169 Ito up at 24-0-12,220 lb down and 169 lb up at 25-10-12,162 lb down and 118 lb up at 28-0-12,and 220 lb down and 169 lb up at 30-0-12,and 220 Ito down and 176 lb up at 32-0-12 on top chord,and 86 lb down and 33 lb up at 2-0-12,86 lb down and 33 lb up at 4-0-12,86 lb down and 33 lb up at 6-0-12,86 lb down and 33 lb up at 8-0-12,85 lb down at 9-11-12,85 lb down at 12-0-12,85 lb down at 14-0-12,85 lb down at 16-0-12,85 lb down at 18-0-12, 85 lb down at 20-0-12,85 lb down at 22-0-12,85 lb down at 24-0-12,85 lb down at 25-10-12,108 lb down and 74 lb up at 28-0-12,98 lb down at 30-0-12,and 105 lb Jown at 32-0-12,and 280 lb down and 116 lb up at 34-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-70,10-11=-70,23-25=-20,21-22=-20,12-21=-20,15-16=-20 Concentrated Loads(lb) Vert:4=-140(B)3=-140(B)23=-60(B)13=-60(B)7=-140(B)26=-125(B)27=-125(B)28=-125(B)29=-125(B)30=-140(B)31=-140(B)32=-140(B)33=-140(B) 34=-140(B)35=140(B)36=-72(B)37=-140(B)38=-140(B)39=-77(B)40=-77(B)41=-77(B)42=-77(B)43=-60(B)44=-60(B)45=60(B)46=-60(B)47=-60(B) 48=-60(B)49=-60(B)50=-60(B)51=100(B)52=60(13)53=-267(B) ®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 M'�'��' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPH 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 rJ331 IIITruss Truss Type Qty Ply J33156 GHO Lot 283 March ResidenceT10389626 56 A23 Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:51 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-PlyuftwNJL1 QD22gjR7pVuQ13OxEyae4ek9ml QznGT6 -2-0-0 4-9-4 9-0-0 15-8-0 , 19-10.12 , 24-8-0 2-0-0 4-9-4 4-2-12 6-8-0 4-2-12 4-9-0 Scale=1:45.8 4x4 = 4x8 = 4 5 6.00 12 1x4 1x4 3 6 0? 0 0 v v 1x4 II 1x4 II 2 7 1x4 II v o o 1 10 9 8 3x4 = 3x8 = 3x4 = 3x4 = 3x4 = r 9-0-0 15-M 24-M r 9-M 6-8-0 9-0-0 Plate Offsets_(X,Y)-- 11:0-2-4,0-0-81.12:0-3-O,Edgel,15:0-5-4,0-2-01.17:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.12 8-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.34 8-16 >869 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:122 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=1108/0-3-0,2=1257/0-8-0 Max Horz 2=225(LC 7) Max Uplift 7=-389(LC 8),2=-532(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1888/713,3-4=-1590/622,4-5=-1377/608,5-6=-1595/628,6-7=-1900/727 BOT CHORD 2-10=-545/1672,8-10=-360/1380,7-8=-562/1640 WEBS 3-10=-358/215,4-10=-54/357,5-8=-62/360,6-8=373/229 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=18ft;B=82ft;L=50ft;eave=6ft;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)Pz)vide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 7 and 532 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 Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIrTPl1 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 s • Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389627 J33156 A24 Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:52 2017 Pagel I D:tggfYCKy4QxldZI BH5HvBby4S7L-uU WGsDx?4f9HrCdsH8f225yF5PKLhOiEtNvJZsznGT5 -2-0-0 7-0-0 12-4-0 17-8-0 24-8-0 2-0-0 7-M 5-4-0 5-4-0 7-0-0 Scale=1:46.0 4x8 = 1x4 II 4x8= 3 4 20 5 6.00 12 m M 0 0 lx4 II 2 6 M 4 1x4 II "' I* 17 10 9 8 7 3x4 = 1x4 II 3x8 = 3x4= 1x4 II 3x4 = 7-0-0 12-4-0 17-8-0 24-8-0 7-0-0 5-4-0 5-4-0 7-0-0 Plate Offsets(X Y)— I1:0-2-4 0-0-81.I3:0-5-4.0-2-01,f5:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.10 9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.21 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:115 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=1108/0-3-0,2=1256/0-8-0 Max Horz 2=182(LC 7) Max Uplift 6=-389(LC 8),2=-532(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1785/614,3-4=-1859/731,4-5=-1859/731,5-6=-1792/622 BOT CHORD 2-10=-414/1496,9-10=-412/1502,7-9=-421/1510,6-7=-423/1505 WEBS 3-9=192/510,4-9=-394/217,5-9=-210/505 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=18ft;B=82ft;L=50ft;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. 7)Pavide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 6 and 532 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 Y"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 ■. E• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 9'e 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 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 i ' Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389628 J33156 A25G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:53 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-Mh4e4ZxdryH8TMC3gsAHaJVPiphwQMFN61 es5lznGT4 -2-0-0 5-0-0 9-11-4 14-8-12 19-8-0 24-8-0 2-0-0 5-0-0 4-11-4 4-9-8 4-11-4 Scale=1:45.7 5x8 = 2x4 II 7x6 = 5x8 = 6.00 12 3 2021 22 4 23 24 25 5 26 27 28 6 m m g 1x4 II C' 1x4 II 7 N 2 1x4 II O N 1 � O 12 29 30 11 8 31 32 '33 10 9 34 35 3x6 — 2x4 II 3x10 = 6x6 _ 2x4 11 3x8— 44 = 9-11-4 14-8-12 19-8-0 24-8-0 5-0-0 4-11-4 4-9-8 4-11-4 5-0-0 Plate Offsets(X.Y)— f1:0-2-4.0-0-81,f2:0-2-12,0-1-81 f3:0-2-4,0-3-41 f5:0-2-8 0-4-81 f6:0-2-4 0-3-41 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 0.51 Vert(LL) 0.22 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.42 9-11 >697 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:149 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. 3-5,5-6:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=1745/0-3-0,2=1902/0-8-0 Max Horz 2=138(LC 7) Max Uplift 7=-736(LC 8),2=-891(LC 8) Max Grav 7=1893(LC 30),2=2046(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3807/1478,3-4=-5007/1976,4-5=-5003/1973,5-6=-5033/1991,6-7=-3867/1543 BOT CHORD 2-12=-1230/3410,11-12=-1240/3440,9-11=-1853/5024,8-9=-1295/3417,7-8=-1284/3385 WEBS 3-12=-158/501,3-11=-689/1878,4-11=-622/364,5-9=-633/364,6-9=-682/1853, 6-8=-186/539 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=18ft;B=82ft;L=50ft;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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 736 lb uplift at joint 7 and 891 lb uplift at joint 2. 8)Haitger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)159 lb down and 128 lb up at 5-0-0.159 lb down and 118 lb up at 7-0-12,159 lb down and 118 lb up at 9-0-12,159 lb down and 118 lb up at 11-0-12,159 lb down and 118 lb up at 12-4-0,159 lb down and 118 lb up at 13-7-4,159 lb down and 118 lb up at 15-7-4,and 159 lb down and 118 lb up at 17-7-4,and 159 lb down and 128 lb up at 19-8-0 on top chord,and 312 lb down and 197 lb up at 5-0-0,53 lb down at 7-0-12,53 lb down at 9-0-12,53 lb down at 11-0-12.53 lb down at 12-4-0,53 lb down at 13-7-4,53 lb down at 15-7-4,and 53 lb down at 17-7-4,and 312 lb down and 197 lb up at 19-7-4 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 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 ITS building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ni 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 a Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389628 J33156 A25G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:53 2017 Page 2 I D:tggfYCKy4QxldZI BH5HvBby4S7L-Mh4e4ZxdryH8TMC3gsAHaJ VPiphwQMFN61 es5lznGT4 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-70,3-6=-70,6-7=-70,2-7=-20 Concentrated Loads(lb) Vert:3=-68(F)6=-68(F)12=-216(F)8=-216(F)21=-68(F)22=-68(F)23=-68(F)24=-68(F)25=-68(F)26=-68(F)28=-68(F)29=-34(F)30=-34(F)31=-34(F)32=-34(F) 33=-34(F)34=-34(F)35=-34(F) ®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 let 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 Job . Truss Truss Type CityPly J33156 J33156 601 Common 4 1 Job GHO Lot 283 March Residence T10389629 Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:54 2017 Page 1 I D:tggfYCKy4QxldZIBH5HvBby4S7L-gteOHvyFcGP?4WnFOZhW7.W2cSDzR9wRWLhOQelznGT3 -2-0-0 6-6-4 12-6-0 18-5-12 25-0-0 27-0-0 2-0-0 6-6-4 5-11-12 5-11-12 6-6-4 2-0-0 Scale=1:49.9 4x4= 6.00 12 5 3x4 3x4 4 6 1 x4 \\ 1 x4 m 3 7 r vi 1X4 II 1x4 II 8 1x4 II M 1x4 II 2 1x4 II _c? 1 12 25 11 10 d 3x4= 3x4= 3x4= 3x4 = 3x4= 8-6-3 16-5-13 25-0-0 8-6-3 7-11-11 8-6-3 Plate Offsets(X,Y)-- f1:0-2-4,0-0-81.f2:0-1-12,0-1-81.f8:0-1-12,0-1-81.f9:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.17 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.37 10-12 >818 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:126 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1270/0-8-0,8=1270/0-8-0 Max Horz 2=-312(LC 6) Max Uplift 2=-535(LC 8),8=-535(LC 8) Max Grav 2=1287(LC 13),8=1287(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1867/676,3-5=-1660/695,5-7=1662/695,7-8=-1868/676 BOT CHORD 2-12=-398/1796,10-12=-124/1161,8-10=-398/1589 WEBS 5-10=-226/720,7-10=-466/285,5-12=-226/718,3-12=-465/285 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=18ft;B=82ft;L=50ft;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)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 535 lb uplift at joint 2 and 535 lb uplift at joint 8. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 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 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 IVI is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pp�iTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB419 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 J33156 GHO Lot 283 March Residence ` T10389630 J33156 B02 Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:55 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-13BOVEztNaXsifMRyHClgkamkdJiuNOgZL7zABznGT2 13-1-8 -2-011 6-6-4 11-10-8 1 -6- 18-5-12 25-0-0 27-0-0 2-0-0 6-6-4 5-4-4 -7- 5-4-4 6-6-4 2-0-0 0-7-8 Scale=1:51.9 6.00 12 3x4 =5x5 = 3x4 = 5 6 7 i3x4 3x4 8 1x4 \\ 4 1x4 3 9 m 1x4 II tx4 II 1x4 II ro 1x4 II 2 10 1x4 II rn 11 1 14 27 13 12 3x4 = 3x4= 3x4 = 3x4 3x4 = = 6-6-4 8-6-3 11-10-8 13-1-8 16-5-13 18-5-12 25-0-0 6-6-4 1-11-15 3-4-5 1-3-0 3-4-5 1-11-15 6-6-4 Plate Offsets(X.Y)— I1:0-2-4,0-0-81.f2:0-1-12,0-1-81 f5:0-2-0,0-2-81 16:0-2-8 0-3-01.f7:0-2-0,0-2-81.110:0-1-12 0-1-81.111:0-2-4 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 0.41 Vert(LL) -0.16 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.36 12-14 >822 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:125 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 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1270/0-8-0,10=1270/0-8-0 Max Horz 2=-300(LC 6) Max Uplift 2=-535(LC 8),10=-535(LC 8) Max Grav 2=1287(LC 13),10=1288(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1857/670,3-5=-1651/686,5-6=-1426/665,6-7=-1428/665,7-9=-1654/686, 9-10=-1858/670 BOT CHORD 2-14=-392/1774,12-14=-125/1147,10-12=-392/1577 WEBS 3-14=-441/273,9-12=-442/273,6-12=-218/706,6-14=-218/703 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=18ft;B=82ft;L=50ft;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 vnII 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 535 lb uplift at joint 2 and 535 lb uplift at joint 10. 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. A 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 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 c . Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389631 J33156 B03 Hip 1 1 Job Reference o tional ' East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:55 2017 Page 1 I D:tggfYCKy4QxIdZI BH5HvBby4S7L-13BOVEztNaXsifMRyHClgkaoFdNmuKygZL7zABznGT2 -2-0-0 5-9-4 11-0-0 14-0-0 19-2-12 25-0-0 27-0-0 2-0-0 5-9-4 5-2-12 3-0-0 5-2-12 5-9-4 2-0-0 Scale=1:52.0 4x8= 6.00 12 4x4 = 5 6 3x4 i 3x4 3x4! 4 7 3x4 3 8 0 0 N 1x4 II 1x4 II g 1x4 II M U4 II 2 1x4 II M 0 1 10 0 _ 14 13 12 11 3x4— tx4 II 3x4 = 5x8 = 1x4 II 3x4 = 5-9-4 11-0-0 14-0-0 19-2-12 25-0-0 5-9 4 5-2-12 3-0-0 5-2-12 5-91 Plate Offsets(X.Y)— f1:0-2-4,0-0-81.f5:0-5-4,0-2-01.f10:0-2-4.0-0-81,112:0-2-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.09 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.21 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:142 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1270/0-8-0,9=1270/0-8-0 Max Horz 2=-281(LC 6) Max Uplift 2=-535(LC 8),9=-535(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1936/672,3-5=-1434/581,5-6=-1212/572,6-8=-1444/585,8-9=-1934/672 BOT CHORD 2-14=-407/1749,13-14=-407/1749,1 2-1 3=-1 7611 234,11-12=407/1656,9-11=-407/1656 WEBS 3-13=-596/266,5-13=-106/368,6-12=-108/358,8-12=591/264 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=18ft;B=82ft;L=50ft;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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 535 lb uplift at joint 2 and 535 lb uplift at joint 9. 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-Verily 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 'r �• 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 piTe k• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITlPI1 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 J33156 GHO Lot 283 March Residence T10389632 J33156 B04 Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:56 2017 Page 1 ID:tggfYCKy4QxldZI BH5HvBby4S7L-mGlnia_VBifiKpxd WJ_Cx7lfl eQdgipo?tXidznGT1 -2-01 4-9-0 9-0-0 16-0-0 20-2-12 25-0-0 27-M 2-0-0 4-9-0 4-2-12 7-0-0 4-2-12 4-9-4 2-M Scale=1:51.1 4x6 = 4x6= 4 5 6.00 12 U4 1x4 e? 3 6 m o_ o 4 4 1x4 II 1x4 II 1x4 7 II m 1x4 II 2 1x4 0 6 1 10 11 9 0 3x4 = 3x8 = 3x4 = 3x4 = 3x4 = 9-0-0 16-0-0 25-0-0 r 9-0-0 7-0-0 9-0-0 Plate Offsets(X,Y)— f1:0-2-4.0-0-81.(2:0-3-O.Edgel,f5:0-5-4,0-2-01.17:0-3-0,Edgel.18:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.12 9-23 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.33 9-23 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:131 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1270/0-8-0,7=1270/0-8-0 Max Horz 2=238(LC 7) Max Uplift 2=-535(LC 8),7=-535(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-Ail forces 250(lb)or less except when shown. TOP CHORD 2-3=-1914/719,3-4=-1621/630,4-5=-1406/615,5-6=-1621/631,6-7=-1914/720 BOT CHORD 2-11=-463/1719,9-11=-276/1406,7-9=-463/1648 WEBS 3-11=-352/212,4-1 1=-50/362,5-9=-50/362,6-9=-354/212 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=18ft;B=82ft;L=50ft;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. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 535 lb uplift at joint 2 and 535 lb uplift at joint 7. 8)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. ®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 p p �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iVliTek� 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 ANSITTPII 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 t Job w Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389633 J33156 B05 HIP 1 1 Job Reference o ticnal East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:57 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-ESJ9ww_8vBnZxzWg3hED19g6pQ2SMHnzl fc4 E3znGTO -2-0-0 7-0-0 12-6-0 18-0-0 25-0-0 27-0-0 02 7-0-0 5-0-0 5-6-0 7-0-0 2-0-0 Scale=1:51.1 48 = 1x4 II 4x8 = 3 23 4 24 5 6.00 12 cn yr 0 0 m 1x4 II A 1x4 II g1x4 II m 1x4 II 2 1x4 I rc 0 1 7 0 10 9 8 3x4— 1x4 II 5x8 = 1x4 II 3x4= 7-0-0 12-6-0 18-0-0 25-0-0 7-M S-6-0 5-0-0 7-0-0 Plate Offsets(X Y)-- f1:0-2-4 0-0-81,f3:0-5-4 0-2-01 f5:0-5-4,0-2-01,f7:0-2-4,0-0-81,f9:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.10 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.22 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.07 '6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:124 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1270/0-8-0,6=1270/0-8-0 Max Horz 2=-195(LC 6) Max Uplift 2=-535(LC 8).6=-535(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1814/621,3-4=-1910/745,4-5=-1910/745,5-6=-1814/621 BOT CHORD 2-10=-332/1523,9-10=-331/1528,8-9=-331/1528,6-8=-332/1523 WEBS 3-9=-196/537,4-9=-410/217,5-9=-196/537 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.Dpsf;h=18ft;B=82ft;L=50ft;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 chard 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 535 lb uplift at joint 2 and 535 lb uplift at joint 6. 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.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 ivi iTek' is always required for stabildy 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 c • I Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389634 J33156 806G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:58 2017 Page 1 I D:tggfYCKy4QxldZIBH5HvBby4S7L-ietX7G?mfVvQZ75OdPISH MCJGgMk5ZU6FJMdnWznGT? -2-0-0 3-0-0 5-0-0 10-0-9 14-11-7 20-0-0 22-0-0 25-0-0 271-0 2-0-0 -0-0 5-0-9 4-10-13 5-0-9 2-0-0 3-0-0 2-0-0 Scale=1:51.1 6x10 = 5x12 = 2x4 I 7x6= • 6.o0 12 4 26 27 5 6 28 29 7 1x4 1x4 i 3 8 1x4 II o � 1x4 II g 1x4 II ro 1x4 II 2 EB 1x4 I ro 0 1 10 [6 17 15 30 31 14 13 12 32 33 11 3x4 = 4x12= 4x8= 3x4 = 3x6= 7x6 WB= 3x6 = 5-0-0 10-0-9 14-11-7 20-0-0 25-M 5-0-0 r 5-0-9 4-10-13 5-0-9 5-0-0 Plate Offsets(X,Y)— I1:0-2-4,0-0-81.(4:0-4-0,0-3-81.16:0-2-8,0-4-81.17:0-5-12.0-3-41 110:0-2-4 0-0-81 112:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.26 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.52 14-15 >575 180 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:167 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins. 4-6,6-7:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2389/0-8-0,9=2370/0-8-0 Max Horz 2=-152(LC 6) Max Uplift 2=-1056(LC 8),9=-1062(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4696/1870,3-4=-4663/1887,4-5=-6391/2547,5-6=-6389/2545,6-7=-6382/2557, 7-8=4619/1898,8-9=-4653/1882 BOT CHORD 2-15=-1502/4134,14-15=-1519/4217,12-14=-2331/6380,11-12=-1525/4175, 9-11=-1513/4095 WEBS 4-15=-243/711,4-14=-897/2442,5-14=-441/241,6-12=-462/235,7-12=-896/2478, 7-11=-251/670 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=18ft;B=82ft;L=50ft;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 over the splice line at joint(s)13. 5)Plate(s)at joint(s)1,4,7,10,2,15,14,5,6,12,11,17,18,20,21,9,3 and 8 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)13 checked for a plus or minus 2 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1056 lb uplift at joint 2 and 1062 lb uplift at joint 9. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)159 lb down and 128 lb up at 5-0-0,159 lb down and 118 lb up at 7-0-13,and 159 lb down and 118 lb up at 17-11-4,and 159 lb down and 128 lb up at 20-0-0 on top chord,and 312 lb down and 197 lb up at 5-0-0,53 lb down at 7-0-13,741 lb down and 278 lb up at 8-8-12,741 lb down and 278 lb up at 16-3-4,and 53 lb down at 17-11-4,and 261 lb down and 197 lb up at 20-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7479 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 WOW 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job i Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389634 J33156 B06G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:58 2017 Page 2 I D:tggfYCKy4QxldZIB H5HvBby4S7L-ietX7G?mf VvQZ750d PISH MCJGgMk5ZU6FJMdn WznGT? LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-7=-70,7-10=-70,2-9=-20 Concentrated Loads(lb) Vert:4=-68(B)7=-68(B)15=-216(B)11=-182(B)26=-68(B)29=-68(B)30=-34(B)31=-741(B)32=-741(B)33=-34(B) ®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 e�• 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 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.Alexandra,VA 22314. Tampa,FL 36610 Job, A Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389635 J33156 B07 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:35:59 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-ArRvKc00Qo1HBHgCB6HhgalKdEekgAsGUz5BJyznGT_ -2-0-0 5-9A 11-0-0 12-1-8 15-1-8 19-9-8 25-0-0 27-0-0 _ 2-0-0 5-9-4 5-2-12 1-1-8 3-0-0 4-8-0 5-2-8 2-0-0 Scale=1:52.8 5x8 M18SHS= 6.00 12 5x8 M18SHS= 5 6 4x4 = 3x4 i 7 1x4 I 4 3x4 8 1x4 3 9 � n r' rn 1x4 II 1x4 II 1x4 II o, 1x4 II 2 - 10 1x4 II m 11 r 0 1 14 27 28 13 12 3x4 = 3x4 = 3x4= 4x4 = 3x8= 12-1-8 15-1-8 25-0-0 5-9-0 ' 6-4-4 3-0-0 9-10-8 Plate Offsets(X.Y)— 11:0-2-4 0-0-81.110:0-2-0 0-0-21 111:0-2-4,0-0-81 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 0.93 Vert(LL) -0.25 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.61 12-14 >489 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014TrP12007 Matrix-AS Weight:132 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 5-6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1267/0-8-0,10=1272/0-8-0 Max Horz 2=-280(LC 6) Max Uplift 2=-538(LC 8),10=-533(LC 8) Max Grav 2=1293(LC 13),10=1289(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1975/656,3-5=-1992/806,5-6=-1111/520,6-7=-1341/583,7-9=-1547/595, 9-10=-1890/707 BOT CHORD 2-14=-388/1865,12-14=-204/1331,10-12=-446/1620 WEBS 3-14=-353/242,6-12=-87/326,7-12=-27/272,9-12=-401/256,5-14=-267/779 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=18ft;B=82ft;L=50ft;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 538 lb uplift at joint 2 and 533 lb uplift at jriint 10. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.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 iviiTek' 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 ANSIITPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job • Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389636 J33156 BOS l 1 1 Roof Specia Job Reference o tional East Coast Truss, FL Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:00 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-fl?HYy10B698oRFPlgowNnlaHe 1 iZcVPjdrkgOznGSz -2-0-0 5-9-4 11-0-0 14-1-8 17-1-8 25-0-0 27-0-0 2-0-0 5-94 5-2-12 3-1-8 3-0-0 7-10-8 2-0-0 Scale=1:53.0 6.00 12 4x4 = 5 3x4 4x4 = 4x8 = 6 tx4 \\ 4 3 25 r n 1x4 II 1x4 If 1x 1x4 II 2 44411 1x4 II o, r 0 1 9 12 0 11 10 3x4 = 3x4 = 5xl0= 1x4 II 3x4 r 74-0 14-1-8 17-1-8 25-0-0 7-4-0 r 6-9-8 3-0-0 7-10-8 Plate Offsets(X,Y)- (1:0-2-4.0-0-81 (7:0-5-4.0-2-01 (8:0-2-10 0-1-81.f9:0-2-4 0-0-81 f11:0-3-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.10 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.27 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Weight:134 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1261/0-8-0,8=1278/0-8-0 Max Horz 2=-280(LC 6) Max Uplift 2=-530(LC 8),8=-540(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1902/675.3-5=1723/705,5-6=-1807/769,6-7=-1630/658,7-8=-1753/607 BOT CHORD 2-12=-410/1716,11-12=-176/1199,10-11=-303/1458,8-10=-304/1454 WEBS 3-12=-398/247,5-12=-202/580,5-11=-338/893,6-11=-908/384,7-11=-76/326 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=18ft;B=82ft;L=50ft;eave=6ft;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)PQvide mechanical connection(by others)of truss to bearing plate capable of withstanding 530 lb uplift at joint 2 and 540 lb uplift at joint 8. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/V gypsum sheetrock be applied directly to the bottom chord. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall pp p�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V 1ITe�• 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 1 ,Job , a Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389637 J33156 B09 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:00 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-f1?HYy10B698oRFPlgowNnlcLeOPZYePjdrkgOznGSz i -2-0-0 5-9-4 11-0-0 16-1-8 19-1-8 25-0-0 27-0-0 2-0-0 5-9-4 5-2-12 5-1-8 3-0-0 5-10-8 2-0-0 Scale=1:53.0 6.00 12 4x4 = 5 3x4 i tx4\\ 4 4x4 = 4x8= 3 6 1x4 II " 1x4 II 1x4 II rn 1x4 II 2 8 1x4 I � 0 1 9 � 13 26 27 12 11 10 3x4 3x4 = 3x4= 3x8 = 1x4 II 3x4 = = r 8-4-0 16-1-8 19-1-8 25-0-0 8-4-0 7-9-8 31-0 5-10-8 Plate Offsets(X.Y)— f1:0-2-4,0-0-81.f2:0-1-12,0-1-81 17:0-5-4,0-2-01,f9:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.14 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.42 11-13 >710 180 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS, Weight:132 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1268/0-8-0.8=127110-8-0 Max Horz 2=-280(LC 6) Max Uplift 2=-533(LC 8),8=-537(LC 8) Max Grav 2=1271(LC 13),8=1271(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1901/687,3-5=1646/660,5-6=-2416/988,6-7=-2037/772,7-8=-1867/646 BOT CHORD 2-13=-420/1785,11-13=-188/1261,10-11=-372/1584,8-10=-373/1582 WEBS 3-13=-408/249,5-13=-146/567,5-11=-522/1388,6-11=-1304/572,7-11=-215/694 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=18ft;B=82ft;L=50ft;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 wi'Zfit 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 533 lb uplift at joint 2 and 537 lb uplift at joint 8. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING-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 p��• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fy� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �/�iTek' 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 i Job. K Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389638 J33156 B10 Roof Special 1 1 Job Reference o tional East Coast Truss, . Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:01 2017 Page 1 I D:tggfYCKy4QxldZIBH5HvBby4S7 L-7DZgll2eyQl?QapblXJ9v?ghi2M611 mYyHalMrznGSy i -2-0-0 5-9-4 11-0-0 18-1-8 21-1-8 25-0-0 27-0-0 2-0-0 5-9-4 5-2-12 7-1-8 3-0-0 3-10-8 22-0-0 Scale=1:52.8 6.00 12 4x4= 5 3x4 i 1 x4 \\ 4 3 q 4x8=�_ 6 n 1x4 II n N tx4 II :::�? g 1x4 II m N 1x4 II 2 1x4 II M 0 1 9 14 13 12 11 10 3x4= 3x4= gxq= 3x4= 1x4 II 3x4 = 3x4 = r 8-6-3 15-0-0 18-1-8 21-1-8 25-0-0 8-6-3 6-5-13 3-1-8 3-0-0 3-10-8 Plate Offsets_(X,Y)— f1:0-2-4.0-0-81.12:0-1-8,0-1-81.17:0-5-4,0-2-01 f9:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.14 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.31 12-14 >978 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:132 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1271/0-8-0,8=1268/0-8-0 Max Horz 2=-280(LC 6) Max Uplift 2=-534(LC 8),8=-536(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1886/686,3-5=1624/655,5-6=-2049/781,6-7=-2646/992,7-8=-1927/649 BOT CHORD 2-14=-418/1685,12-14=-197/1215,11-12=-816/2694,10-11=-405/1655,8-10=-407/1653 WEBS 3-14=-408/237,5-14=-130/479,6-11=-658/290,7-11=-476/1209,5-12=-312/903, 6-12=-1152/517 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=18ft;B=82ft;L=50ft;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 still fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 534 lb uplift at joint 2 and 536 lb uplift at joint 8. 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 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p AiTe k• 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 r 1' Job TB'Iulss Truss Type Qty Ply J33156 GHO Lot 283 March ResidenceT10389639 J33156 Roof Special Girder 1 1 Job Reference (optional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:02 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-bQ72ze2Gj Qs2kOnsFgOSCNydRhD109iAxKrvHznGSx -2-0-0 5-9-4 11-0-0 15-6-0 20-0-0 23-0-0 25-0 0 27-0-0 2-0-0 5-9-4 5-2-12 4-6-0 4Fi-0 2-0-0 2-0-0 Scale=1:52.8 = - 6.00 12 44 5 3x4 3x4 3x4 i 4 6 3 5x8= 44 = 1x4 II 7 m 1x4 II g 1x4 11 'O m 1x4 II 2 9 1x4 II m 0 10 1 d 16 15 14 13 12' 30 11 3x4 = 1x4 II 3x8= 3x4 4x4 = 1x4 II 3x4 = 3x4 = r 5-9-0 11-0-0 15-6-0 20-0-0 23-0-0 25-0-0 5-9-4 5-2-12 4-6-0 4-6-0 3-0-0 2-0 Plate Offsets(X,Y)-- (1:0-2-4.0-0-81 (7:0-5-4 0-2-81 (9:0-1-4,0-1-81 110:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.21 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.42 12-13 >720 180 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Weight:138 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 . TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. 9-14:2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1247/0-8-0,9=1 1 2 410-8-0 Max Horz 2=280(LC 7) Max Uplift 2=-550(LC 8),9=-737(LC 8) Max Grav 2=1247(LC 1),9=1437(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1869/696,3-5=-1389/613,5-6=-1378/621,6-7=-2137/879,7-8=-1754/829, 8-9=-1921/889 BOT CHORD 2-16=-428/1715,15-16=-428/1715,13-15=-573/1858,12-13=-1443/3742, 11-12=-1439/3745,9-11=-630/1613 WEBS 3-15=-586/265,5-15=-370/858,6-15=-1019/458,6-13=-187/570,7-13=-1954/894, 7-11=-2331/819,8-11=-391/831 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=18ft;B=82ft;L=50ft;eave=6ft;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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 550 lb uplift at joint 2 and 737 lb uplift at joint 9. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)78 lb down and 31 lb up at 22-0-12 on top chord,and 12 lb down and 62 lb up at 22-0-12,and 329 lb down and 322 lb up at 23-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ®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 HT 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 MiTeiik• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTP11 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 t Job c Truss Truss Type Qty, Ply J33156 GHO Lot 283 March Residence T10389639 J33156 B11 Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 ' 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:02 2017 Page 2 I D:tggfYCKy4QxIdZI BH5HvBby4S7L-bQ72ze2GjjQs2kOnsFgOSCNydRhD 109iAxKrvHznGSx LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-70,5-7=-70,7-8=-70,8-10=-70,23-26=-20 Concentrated Loads(lb) Vert:11=168(F) ®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 pill■` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y'iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1 Job, a Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389640 J33156 B12 Common 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:03 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-3cgQA 3uUlYjfuz_QyLd_Qv9Er4Zm?LrPb3ORjznGSw i -2-0-0 5-9-4 11-0-0 16-2-12 22-0-0 _ 2-0-0 5-9A 5-2-12 5-2-12 5-9-4 Scale=1:41.3 4x4 = 6.00 12 5 3x4 i 3x4 6 1x4 \\ 4 1x4 3 7 w o_ 1x4 II 1x4 II 2 8 1x4 II .� I� o e o 1 " • 11 10 9 • r 3x4 = 3x4 = 3x4 = 3x4= 3x4 = i 7-6-3 14-5-13 22-0-0 7-6-3 6-11-11 7-6-3 Plate Offsets(X,Y)-- I1:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.08 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.19 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:105 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1137/0-8-0.8=988/0-8-0 Max Horz 2=267(LC 7) Max Uplift 2=-490(LC 8),8=-347(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1630/590,3-5=1435/608,5-7=1 44 3161 7,7-8=-1639/600 BOT CHORD 2-11=-422/1456,9-11=-1 88/943,8-9=-433/1397 ' WEBS 5-9=-206/583,7-9=-413/253,5-11=-192/569,3-11=-405/246 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=18ft;B=82ft;L=50ft;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)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 490 lb uplift at joint 2 and 347 lb uplift at pint 8. 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 11,1II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an 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 i r , r Truss Truss Type Qty Ply J33156 GHO Lot 283 March ResidenceT10389641 156 �1313 Common 2 1 Job Reference c tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:04 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-XoEoOJ4XFLgaH2YA_gssXdSK_FRvVSg?eFpyz9znGSv -2-0-0 5-9-4 11-0-0 16-2-12 22-0-0 24-0-0 2-0-0 5-9-4 5-2-12 5-2-12 5-9A 2-0-0 Scale=1:44.7 4x4 = 6.00 12 5 3x4 3x4 1x4 \\ 4 6 1x4 ro 3 7 0 1x4 II 1x4 II 2 8 1x4 II 1x4 II 1x4 1 12 11 10 3x4 = 3x4 = 3x4= 3x4 = 3x4 = i 7-6-3 14-5-13 22-0-0 7-6-3 6-11-11 7-6-3 Plate Offsets(X,Y)— I1:0-2-4.0-0-81.I9:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.08 10-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.20 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:112 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1135/0-8-0,8=1135/0-8-0 Max Horz 2=280(LC 7) Max Uplift 2=-488(LC 8),8=-488(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1625/585,3-5=-1431/603,5-7=-1431/603,7-8=-1625/585 BOT CHORD 2-12=-330/1477,10-12=-95/957,8-10=-330/1382 WEBS 5-1 0=-1 93/570,7-10=-406/246,5-12=-193/569,3-12=-405/246 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=18ft;B=82ft;L=50ft;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)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 488 lb uplift at joint 2 and 488 lb uplift at joint 8. 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. 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 property incorporate this design into the overall (ry�qp ye�° building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing {VI l 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, I Truss Truss Type City, Ply J33156 GHO Lot 283 March Residence T10389642 J33156 B14G ROOF SPECIAL GIRDER 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:05 2017 Page 1 ID:tggfYCKy4QxldZI BH5HvBby4S7L-??oAbf590eoRvC7MXN053r?LzfjREjO8svYV WcznGSu 3-3-11 7-1-13 11-0-0 16-2-12 _ 22-0-0 22,a-024-0-0 3-3-11 3-10-3 3-10-3 5-2-12 5-9-4 0-12_01-10-0 Scale=1:44.5 5x5 I 4 6.00 12 3x8 3x4 3 5 3x4 6 4x16 = 8x8 = 1 o p N 7 1x4Li II N 1x4 II N 8 d •13. 19 12 20 11 21 10 9 4x8 = 5x8 M18SHS II 8x10 M18SHS=HUS26 8x8= HHUS26-2 lox10 = 3x6 II HTU210 HUS26 HHUS28-2 3-3-11 7-1-13 11-M 16-2-12 22-M 3-3-11 3-10-3 3-10-3 5-2-12 5-9-4 Plate Offsets(X.Y)-- I7:0-4-0.0-1-151.18:0-2-4,0-0-81.(10:0-5-0.0-6-01.f11:0-3-8,0-6-41 (12:0-3-8,0-4-01.113:0-5-12.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vdrt(LL) 0.23 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.46 10-11 >561 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Weight:321 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2:2x6 SP No.2,5-8:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.3*Except* 1-13:2x8 SP No.2,1-12:2x6 SP SS,4-10:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=9341/0-8-0,7=4985/0-8-0 Max Horz 13=-303(LC 6) Max Uplift 13=-3506(LC 8),7=-1960(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-7031/2603,1-2=-13558/5034,2-3=14443/5384,3-4=-10058/3879, 4-6=10088/3868,6-7=-10420/3892 BOT CHORD 12-13=-487/1085,11-12=-5058/14091,10-11=-4575/12890,9-10=-3284/9274, 7-9=3284/9274 WEBS 1-12=-5208/14156,2-12=-5739/2166,2-11=-1306/520,3-11=-1 828/5231, 3-10=-5313/1961,4-10=-3277/8608,6-10=-694/386 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-5-0 oc: Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc,Except member 10-4 2x4-1 row at 0-5-0 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)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=18ft;B=82ft;L=50ft;eave=6ft;Cat. IF,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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3506 lb uplift at joint 13 and 1960 lb uplift at joint 7. 11) Use Simpson Strong-Tie HTU210(20-1Od Girder,32-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 0-11-4 from the left end to ®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 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 ANSIfTPl1 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 J33156 GHO Lot 283 March Residence T10389642 J33156 B14G ROOF SPECIAL GIRDER 1 Job Reference(option East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:05 2017 Page 2 I D:tggfYCKy4QxldZI BH5HvBby4S7L-??oAbf590eoRvC7MXN053RLzfjREjO8svYV WcznGSu NOTES- 12) Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 4-11-4 from the left end to 6-11-4 to connect truss(es)to front face of bottom chord. 13) Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-10d Truss)or equivalent at 8-10-8 from the left end to connect truss(es)to front face of bottom chord. 14) Use Simpson Strong-Tie HHUS28-2(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent at 10-10-8 from the left end to connect truss(es)to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Derd+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,2-4=-70,4-8=-70,7-13=-20 Concentrated Loads(lb) Vert:11=-2194(F)10=-3587(F)19=-2060(F)20=-2194(F)21=-2194(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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 fiy.�` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'ytiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 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 J33156 GHO Lot 283 March Residence T10389643 J33156 B 15 Monopitch 12 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:05 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-??oAbf590eoRvC7MXN053RS9fpsEtM8svYV WcznGSu -2-0-0 5-7-8 11-0-0 2-0-0 5-7-8 5-4-8 6.00 12 3x4 5:- Scale=1:35.6 = 5 3x4 1x4 II 4 3 1x4 II 2 1x4 II O 4 f N 1 " e 7 _ 6 3x4 2x4 I I 5-7-8 11-M 5-7-8 5-4-8 Plate Offsets(X.Y)-f1:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:64 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=466/Mechanical,2=656/0-8-0 Max Horz 2=414(LC 7) Max Uplift 6=-181(LC 5),2=-312(LC 8) Max Grav 6=543(LC 13),2=660(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-630/193,3-5=-659/355,5-6=-489/195 BOT CHORD 2-7=235/597 WEBS 3-7=-470/270,5-7=-343/793 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;eave=6ft;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 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 lb uplift at joint 6 and 312 lb 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 W gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fyf is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �A�piTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job . Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389644 J33156 C01 Common 5 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:06 2017 Page 1 I D:lggfYCKy4QxldZl BH5HvBby4S7L-TBMZo?5nnyW XMiY54vKc2Xf338gzOgH5Z1222znGSt -2-0-0 6-6-0 13-0-0 15-0-0 2-0-0 6-6-0 6-6-0 2-0-0 Scale=1:29.1 4x4 = 3 6.00 12 m t` 1x4 II 2 4 1x4 II 0 1x4 II II e c 1x4 CN N B 6 5 0 1 6 s 0 1x4 II d 3x4 = 3x4 = 6-6-0 13-0-0 6-6-0 6-6-0 1 Plate Offsets(X.Y)— f1:0-2-4,0-0-81 f5:0-2-4 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 0.34 Vert(LL) -0.02 6-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.08 6-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:60 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=730/0-8-0,4=730/0-8-0 Max Horz 2=184(LC 7) Max Uplift 2=-345(LC 8).4=-345(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=708/233,3-4=-708/233 BOT CHORD 2-6=0/577,4-6=0/577 WEBS 3-6=0/258 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=18ft;B=82ft;L=50ft;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)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 345 lb uplift at joint 2 and 345 lb uplift at joint 4. 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 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 my building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 ANSITTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job, Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389645 J33156 CO2G Common Girder 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:07 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-yNwxOL6PYG298WHIfoQZ9G4p?SRBii 1 RKD 1 caUznGSs -2-0-0 3-6�4 6-6-0 9-5-12 11-10-0 13-0-0 2-0-0 3-6-4 2-11-12 2-11-12 2-4-4 1-2-0 Scale=1:24.9 4x6 I I 4 6.00 12 1x4 \\ 1x4 3 5 m r M 6 1x4 II 2 I� o 1x4 II E G. 10 9 8 16 7 17 B I 6• 1 E 4x6 = 1ox10 WB = 10xio = 4x12 II C 4x8= 4x8 = HHUS28-2 HUS26 HTU210 4-6-3 8-5-13 13-0-0 4-6-3 3-11-11 4-6-3 Plate Offsets(X.Y1— f1:0-2-4.0-0-81 f2:0-4-0,0-1-151.f6:0-3-0,2-0-01f6:0-3-0 0-1-71.f8:0-5-0 0-6-41 LOADING (pso SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) , 0.10 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.20 8-10 >759 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Weight:178 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2`Except' 5-8,3-10:2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right:2x6 SP No.2 REACTIONS. (lb/size) 2=2837/0-8-0,6=5043/0-8-0 Max Horz 2=164(LC 7) Max Uplift 2=-1146(LC 8),6=-1828(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5976/2186,3-4=-5887/2201,4-5=-8085/3033,5-6=-8195/3022 BOT CHORD 2-10=-1889/5288,8-10=-1520/4360,6-8=-2656/7302 WEBS 4-8=-1988/5338,4-10=-599/1670 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 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;eave=6ft;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 5)The solid section of the plate is required to be placed over the splice line at joint(s)9. 6)F4ate(s)at joint(s)1,2,8,4,5,10,3,12,13,6 and 6 checked for a plus or minus 0 degree rotation about its center. 7)Plate(s)at joint(s)9 checked for a plus or minus 1 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1146 lb uplift at joint 2 and 1828 lb uplift at joint 6. 11) Use Simpson Strong-Tie HHUS28-2(22-1 Od Girder,8-1Od Truss,Single Ply Girder)or equivalent at 7-1-8 from the left end to connect truss(es)to front face of bottom chord. 12) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 9-0-12 from the left end to connect truss(es)to front face of bottom chord. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.1010312015 BEFORE USE. f 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 piTek• 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 R 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 J33156 GHO Lot 283 March Residence T10389645 J33156 CO2G Common Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:07 2017 Page 2 I D:tggfYCKy4QxldZI BH5HvBby4S7L-yNwxOL6PYG298 WHIfoQZ9G4p?SRBii1 RKD 1 caUznGSs NOTES- 13) Use Simpson Strong-Tie HTU210(20-10d Girder,32-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 11-0-12 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. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-70,4-6=-70,2-6=-20 Co.centrated Loads(lb) Vert:9=-3408(F)16=-1597(F)17=-1607(F) ®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 pp��r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �y�iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 J33156 GHO Lot 283 March Residence T10389646 J33156 CO3G Common Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:08 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-QZUJDh71 JZA?mfsxDVxohTdyXsmPRG2aZtn96xznGSr 2-0-0 3-6A 6-6-0 9-5-12 13- 15-0-0 2-0-0 3-641 2-11-12 2-11-12 3'A 2-0-0 Scale=1:29.1 44= 3 6.00 12 M r M lx4 II 2 4 1x4 II M c? 0 1x4 II e s 1x4 II 17 s s �+ 17 6 18 s e 5 1 13x4 = d Special 2x4 II Special d 3x4 = r 4-6-3 6-0-0 1 8-5-13 13-0-0 4-6-3 r 1-11-13 1-11-13 4-6-3 Plate Offsets(X,Y)-- f1:0-2-4,0-0-81.f2:0-1-4,0-1-81 f4:0-1-4.0-1-81,f5:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.07 6-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.13 6-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:71 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=846/0-8-0,4=845/0-8-0 Max Horz 2=184(LC 31) Max Uplift 2=-538(LC 8),4=-536(LC 8) Max Grav 2=1016(LC 36),4=1013(LC 37) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1119/481,3-4=-1121/481 BOT CHORD 2-6=219/1006,4-6=-219/1006 WEBS 3-6=-201/568 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=18ft;B=82ft;L=50ft;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)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 538 lb uplift at joint 2 and 536 lb uplift at joint 4. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)343 lb down and 226 lb up at 2-8-0,and 343 lb down and 226 lb up at 10-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=70,3-5=-70,2-4=-20 Concentrated Loads(lb) Vert:17=-1 16(B)18=-1 16(B) ®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 pii�.YY■ iTe k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i V l 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 ANSIfTP11 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 J33156 GHO Lot 283 March Residence T10389647 J33156 C04 Common 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:08 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-QZUJDh71 JZA?mfsxDVxohTdwAsq 1 RlhaZtn96xznGSr r -2-0-0 6-6-0 7-0-0 2-0-0 6-6-0 0-8-0 3x4 = Scale=1:25.4 4x4 II 3 4 6.00 12 c? r' 1x4 II 2 M d 1x4 II s s s e �2 s 1 6 3x4 II x4 = L_ 3-7-8 7-0-0 3-7-8 3-4-8 Plate Offsets(X,Y)— 11:0-2-4,0-0-81.13:0-2-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.06 5-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.17 5-11 >481 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-AS Weight:34 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=475/0-8-0,5=287/Mechanical Max Horz 2=256(LC 7) Max Uplift 2=-267(LC 8),5=-96(LC 5) Max Grav 2=478(LC 13),5=324(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=18ft;B=82ft;L=50ft;eave=6ft;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)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 1.0.0 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 267 lb uplift at joint 2 and 96 lb uplift at joint 5. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall p�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AiTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job, Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389648 J33156 D01 COMMON 2 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:09 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-um2hR18f4tIsOpR7mDS1 Eh9C6GDzAkmknXWjfNznGSq 4-2-0 8-4-0 420 42-0 4x4 = Scale=1:23.6 2 6.00 12 3x4 i 3x4 n 1 3 Li Li s � s �, 6 6. 5 g 6. 6 3x8= 42x4 II 2x4 II i 4-2-0 8-4-0 4-2-0 4-2-0 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 0.23 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:46 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 REACTIONS. (lb/size) 6=362/0-8-0,4=362/0-8-0 Max Horz 6=-170(LC 6) Max Uplift 6=-289(LC 8),4=-289(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=343/287,2-3=-343/287,1-6=-322/226,3-4=-322/226 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=18ft;B=82ft;L=50ft;eave=6ft;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 289 lb uplift at joint 6 and 289 lb uplift at joint 4. 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 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 Iva building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 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 i •Job � � Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389649 J33156 D02 Common 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:09 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-um2hR18f4tisOpR7mDS1 Eh9AJGAXAkPknXWfNznGSq -2-0-0 6-6-0 13-0-0 i 15-0-0 2-0-0 6-6-0 6-6-0 22-0-0 Scale=1:29.1 4x4 = 3 6.00 12 m ri M 1 xa I I 2 4 1x4 II 0 1x4 II II s s s s 1x4 II 10 1 C �, 6 B �, 5 0 1x4 II d 3x4 = 3x4 = i 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets(X.Y)— f1:0-2-4,0-0-81.f5:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 6-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.08 6-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:60 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=730/0-8-0,4=730/0-8-0 Max Horz 2=184(LC 7) Max Uplift 2=-345(LC 8),4=-345(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-708/233,3-4=-708/233 BOT CHORD 2-6=0/577,4-6=0/577 WEBS 3-6=0/258 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=18ft;B=82ft;L=50ft;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)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 345 lb uplift at joint 2 and 345 lb uplift at joint 4. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNING-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 oftrusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r Job, i Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389650 J33156 D03 GABLE 1 1 Jab Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:10 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-Myb3eN9HrBQj?z?KKWzGmuiLlgaPvCdtOBGGBpznGSp -2-M 6-6-0 13-0-0 _ 15-0-0 2-0-0 6-6-0 6-6-0 2_M Scale=1:29.1 4x4 = 5 1x4 II 1x4 II 6 6.00 12 4 1x4 II 1x4 II M 7 ci 3 1x4 II 2 0 n 8 tx4 II 0 1x4 II �x4 II 1x4 II ro 9 1 14 13 12 11 10 3x4 = 1x4 I 1 x4 I 1x4 11 1x4 I 1 x4 I I 13-0-0 13-0-0 Plate Offsets(X Y)-- f1:0-2-4 0-0-81 f9:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 9 n/r 90 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.07 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.01 9 n/r 120 Weight:69 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-0-0. (lb)- Max Horz 2=184(LC 7) Max Uplift All uplift 100 lb or less atjoint(s)14,10 except 2=-266(LC 8),8=-266(LC 8),13=-128(LC 8). 11=-128(LC 8) Max Grav All reactions 250 lb or less at joint(s)12,13,14,11,10 except 2=318(LC 1),8=318(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=18ft;B=82ft;L=50ft;eave=2ft;Cat. ll;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)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. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 cc. 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 chard and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)14,10 except Qt=lb)2=266,8=266,13=128,11=128. ®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 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 { r Truss Truss Type Qty Ply J33156 GHO Lot 283 March ResidenceT10389551 156 �E01 Common Supported Gable 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:11 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7 L-g89Ssj9wcUYad7a WueUVJ6FW24vbefOl FRpjFznGSo 1 -2-0-0 3-10-0 7-8-0 I 9-8-0 2-0-0 3-10-0 3-10-0 2-0-0 Scale=1:22.1 4x4 = 4 6.00 12 1x4 11 51 x4 II ro 3 cr N 1x4 I 2 6 1x4 I M rI I� 1x4 II 1x4 II N N 1 10 9 8 7 3x4 = o 1x4 II 1x4 11 1x4 II d 3x4= 7-8-0 780 Plate Offsets(X.Y)— I1:0-2-4,0-0-81.I7:0-2-4,0-0-81 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 0.33 Vert(LL) -0.03 7 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.07 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-S Wind(LL) 0.01 7 n/r 120 Weight:43 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-8-0. (lb)- Max Horz 2=127(LC 7) Max Uplift All uplift 100 lb or less at joint(s)9,10.8 except 2=-299(LC 8),6=-299(LC 8) Max Grav All reactions 250 lb or less at joint(s)9,10,8 except 2=315(LC 1),6=316(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=18ft;B=82ft;L=50ft;eave=2ft;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)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. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)9,10.8 except Qt=lb)2=299,6=299. ®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 M iTeic� 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 ANSlfTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r r Truss Truss Type Qty Ply J33156 GHO Lot 283 March ResidenceT10389652 156 �E02 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:11 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-g89Ssj9wcUYad7aWueUVJ6FXD4mYefol FRpjFznGSo -2-0-0 0-8-0 3-10-0 6-0-0 2-0-0 0-8-0 3-2-0 2-2-0 1-8-0 2-0-0 4x4 = Scale=1:25.4 4 6.00 12 2x4 II 2x4 II 5 3 1x4 II 6 1x4 II 2 0 1x4 11 14 9 1x4 II d 1 �x4= 3x4 7 0 d d 3x4 = N N V O 13 12 11 10 3x4 I 1x4 I 3x4 I I 0-8-0 1-8-0 3-10-0 6-0-0 7-0-0 , 7-8-0 , 0-8-0 1-0-0 2-2-0 2-2-0 1-0-0 0-8-0 Plate Offsets(X.Y)— 11:0-2-4,0-0-81 17:0-2-4,0-0-81 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 0.31 Vert(LL) -0.02 13 '>999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.07 13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:55 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: 3-12,5-10:2x4 SP No.3 10-0-0 oc bracing:12-14,8-10 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=512/0-1-8,6=512/0-1-8, Max Horz 2=-127(LC 6) Max Uplift 2=-254(LC 8),6=-254(LC 8) Max Grav 2=513(LC 13),6=513(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=379/0,5-6=-379/1 BOT CHORD 2-14=0/351,6-8=0/341 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=18ft;B=82ft;L=50ft;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)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 at joint(s)2,6. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=254,6=254. 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 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 pi�.Y■■ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members,only.Additional temporary and permanent bracing 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 ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job r c Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389653 J33156 E03 Roof Special 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:12 2017 Page 1 ID:tggfYCKy4QxldZlBH5HvBby4S7L-ILjg32AYMogRFH9iSLOksJnjAT2KN6?ATVINFiznGSn _ 0-8-0 , 3-10-0 6-0-0 7-8-0 0-8-0 3-2-0 2-2-0 1-8-0 4x4 = Scale=1:25.0 6.00 12 3 3x4 I I 3x4 I o? 2 4 N 5 1 12 7 3x6— 3x6 2x4= d 2x4 = N N LLJ 11 10 9 8 3x4 I 1x4 I I 3x4 I I 0-8-0 3-10-0 6-0-0 7-0-0 ,7-8-0 0-8-0 1-0-0 2-2-0 2-2-0 1-0-0 0-8-0 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 0.24 Vert(LL) 0.04 11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.09 11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:41 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: 2-10,4-8:2x4 SP No.3 2-2-0 oc bracing:10-12.6-8 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=368/0-1-8.5=368/0-1-8 Max Horz 1=82(LC 7) Max Uplift 1=-115(LC 8),5=-115(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=529/177,4-5=-529/177 BOT CHORD 1-12=-124/485,5-6=-124/466 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=18ft;B=82ft;L=50ft;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)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 atjoint(s)1,5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=115,5=115. 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. R Design valid for use only with Mrrek®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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 ]�FT Type Qty Ply J33156 GHO Lot 283 March Residence T10389654 J33156 FG01 TRUSS 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:13 2017 Page 1 I D:tggfYCKy4QxldZI B H5HvBby4S7L-mXHCGOBA76olsRkv?3XzOXKrctWG6OnJi9Vwo6znGSm 3-11-12 5-6-0 7:2 4 11-0-0 3-11-12 1-6A 1 3-11-12 Scale=1:18.9 6x6 —_ 2x4 II 3x4 = 2x4 II 6x6 = 1 10 2 3 11 4 12 13 5 6• 6• 3x10 II 8 7 4x8= 4x8= G• 6' 9 6 3x10 II 3-11-12 7-0-4 11-0-0 3-11-12 -11-12 Plate Offsets(X,Y)— f1:0-2-4,0-4-01.15:0-2-4,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.07 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:170 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,5-6:2x8 SP No.2 REACTIONS. (lb/size) 9=2870/Mechanical,6=2995/0-8-0 Max Horz 9=-144(LC 4) Max Uplift 9=-1111(LC 4).6=-2032(LC 5) Max Grav 9=2870(LC 1),6=3099(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-2727/1079,1-2=-3507/1432,2-3=-3507/1432,3-4=-3138/1431,4-5=-3138/1431, 5-6=2982/1998 BOT CHORD 8-9=211/336,7-8=-1624/3775 WEBS 1-8=-1514/3744,2-8=-1597/575,3-8=-560/326,3-7=-1123/325.4-7=-844/579, 5-7=-1512/3439 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Nlnd:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;eave=6ft;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 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)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 9=1111,6=2032. 10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down and 421 Ib up at 1-11-4,1038 lb down and 421 lb up at 3-11-4,1707 lb down and 768 lb up at 5-11-4,258 lb down and 317 lb up at 7-11-11,and 321 lb down and 344 lb up at 9-11-11,and 879 Ito down and 901 lb up at 10-8-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��®® a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall Not 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 ANSITfPH 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 J33156 GHO Lot 283 March Residence T10389654 J33156 FG01 FLAT TRUSS 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:13 2017 Page 2 I D:tggfYCKy4QxldZI BH5HvBby4S7L-mXHCGOBA76oIsRkv?3XzOXKrztWG60nJi9Vwo8znGSm LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-70,6-9=-20 Concentrated Loads(lb) Vert:2=-1038 5=-600 10=-1038 11=-1675 12=-258 13=-321 AWARNING-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 property incorporate this design into the overall ��i��.�Yo�, 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 1 r b ■ Truss Truss Type Qty Ply J33156 GHO Lot 283 March ResidenceT10389655 3156 �FG02 Flat Girder 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:13 2017 Page 1 ID:tggfYCKy4QxldZI BH5HvBby4S7L-mXHCGOBA76olsRkv?3XzOXKngtb76ZVJi9Vwo8znGSm 5-0-0 5-0-0 1 3x4= 5 8 2 2x4 I Scale=1:12.7 LA N 3 0° 0' 42x4 II 3x4 = 5-0-0 5-0-0 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) -0.02 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.06 3-4 >9d6 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:26 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP 2850F 1.8E except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=747/0-8-0,3=760/Mechanical Max Horz 4=111(LC 7) Max Uplift 4=-323(LC 4),3=-258(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=700/337,2-3=-713/252 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;eave=6ft;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 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 4=323,3=258. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)457 lb down and 278 lb up at 0-8-12,and 298 lb down and 146 lb up at 2-8-12,and 329 lb down and 132 lb up at 4-10-4 on top chord. The design/selection of s1.1ch connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,3-4=-20 Concentrated Loads(lb) Vert:2=329 5=457 6=-298 WARNING-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 properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the p qiTe k' 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 I Job . Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389656 J33156 �FG03 Flat Girder 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:14 2017 Page 1 I D:lggfYCKy4QxldZI BH5HvBby4S7L-EjraUkCouPw9UaJ5Zm2Cxkt?hHx6rO?TxpEUKaznGSI 2-8-0 2-8-0 1 3x4= 2 2x4 II Scale=1:9.5 5 0� 3 3x4 = 4 2x4 I I 2-8-0 2-8-0 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 0.49 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:13 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 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. REACTIONS. (lb/size) 4=277/0-8-0,3=214/Mechanical Max Horz 4=-68(LC 4) Max Uplift 4=-104(LC 4),3=-85(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-254/111 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;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 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4=104. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)278 lb down and 152 lb up at 1-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2-70,3-4=-20 Concentrated Loads(lb) Vert:5=-278 ®WARNING-Veriry 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 ITS building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 ANSITTPII 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 J33156 GHO Lot 283 March Residence T10389657 J33156 G01 GABLE 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:15 2017 Page 1 ID:tggfYCKy4QxldZIBH5HvBby4S7L-jwPyh4CQfj206kuH7TZRTyPC1 hHXaT?cAS_1 s1 znGSk -2-0-0 3-10-0 7-8-0 9-" 2-0-0 3-10-0 3-10-0 2-0-0 Scale=1:22.1 4x4 = 4 6.00 12 1x4 II 51x4 II m 3 ci tx4 I 6 1x4 I 2 I7 tx4 II 1x4 7 II N N 1 10 9 8 3x4= 0 1 x4 I I 1 x4 11 1 x4 I I o 3x4= 7-8-0 7-8-0 Plate Offsets(X,Y)— I1:0-2-4 0-0-81 I7:0-2-4 0-0-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 7 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.07 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-S Wind(LL) 0.01 7 n/r 120 Weight:43 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-8-0. (lb)- Max Horz 2=127(LC 7) Max Uplift All uplift 100 lb or less at joint(s)9,10,8 except 2=-299(LC 8),6=-299(LC 8) Max Grav All reactions 250 lb or less at joint(s)9,10.8 except 2=315(LC 1),6=316(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=18ft;B=82ft;L=50ft;eave=2ft;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)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 ANSIrrPI 1. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)9,10,8 except (jt=lb)2=299,6=299. ®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 i•�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job . . Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389658 J33156 G02 Common 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:15 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-jwPyh4CQfj206kuH7TZRTyPDChGDaTWcAS_l s 1 znGSk -2-0-0 3-10-0 7-8-0 9-8-0 2-0-0 3-10-0 3-10-0 2-0-0 Scale=1:22.1 4x4 = 3 6.00 12 1x4 II 2 4 1x4 I m m ,-I 1� 1 x4 I I S 6• 6 6• 1 x4 I I II s 6. N 6 N 6. Q• 5 1 1x4 II O p 3x4 = 3x4= 3-10-0 7-8-0 3-10-0 3-10-0 Plate Offsets(X,Y)— f1:0-2-4,0-0-81.f5:0-2-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 6-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 6-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:41 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=490/0-8-0,4=490/0-8-0 Max Horz 2=127(LC 7) Max Uplift 2=-260(LC 8),4=-260(LC 8) Max Grav 2=490(LC 13),4=490(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=381/54,3-4=-381/54 BOT CHORD 2-6=0/336,4-6=0/336 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=18ft;B=82ft;L=50ft;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)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2260,4=260. 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 11,1II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an 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 A 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 ANSUTPll 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 J33156 GHO Lot 283 March Residence T10389659 J33156 G03 Common 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:16 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-B6zLvQD2Q 1 AtjuTThB4gO9yPX5baJvcm06jaOTznGSj 3-10-0 7-8-0 3-10-0 3-10-0 44 = Scale=1:16.5 2 6.00 12 m 05 N 3 1 I 4 2x4 = 1x4 II 2x4 = 3-10-0 7-8-0 3-1 0-0 3-10-0 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 0.15 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0- Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:27 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 REACTIONS. (lb/size) 1=345/0-1-8,3=345/0-1-8 Max Horz 1=82(LC 7) Max Uplift 1=-122(LC 8),3=-122(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-479/188,2-3=-479/188 BOT CHORD 1-4=-99/400,3-4=-99/400 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=18ft;B=82ft;L=50ft;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)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 at joint(s)1,3. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=122,3=122. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTP11 Quality Criteria,DSB-89 and BCSI 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 J33156 GHO Lot 283 March Residence T10389660 J33156 H01 G Half Hip Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:17 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-flXj6mEgBKJkL22gEubvZNVQoUmU2DevdmT8xvznGSi i 2-7-0 7-0-0 i 10-0-0 12-7-8 14-1-0 15-4-0 2-7-0 4-5-0 3-0-0 2-7-8 1-5-8 1-3-0 Scale=1:39.9 6.00 12 6x8 = 5x8 = 7 8 6x8 i 46 6 5 4x6 i 4 m 44 II 2 3 13 ee e e x4II3x8Fw� I o 1 0 1 6xl 3N 17 24 16 25 WO e e 8x8= 4x8 II HUS26 8x8 HUS26 11 e e 18 HHUS28-2 14 12 4x12 = 2x4 I 2x4 11 2x4 I I Special 15-4-0 2-7-0 7-0-0 1a0-0 12-9-0 141-0 1 7 2-7-0 4-50 3-a0 2-9-0 1-4-0 Plate Offsets(X.Y)-- 11:0-8-4.0-0-01 f2:0-2-0.0-1-121.13:0-2-0.0-0-21 17:0-4-0,0-4-21 113:0-2-12 0-3-121.116:0-4-0 0-5-41 117:0-6-4.0-2-01 LOADING (psf) SPACING- 1-11-4 CSf. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.17 17-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.33 17-23 >535 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight:447 lb FT=0% LUMBER- BRACING- TOP CHORD 2x8 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 1-5:2x8 SP SS except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-18,10-12:2x4 SP No.3,3-15:2x8 SP SS,7-14,9-13:2x6 SP No.2 6-0-0 oc bracing:14-15. WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:9-10 8-9:2x8 SP No.2 REACTIONS. (lb/size) 9=569610-8-0,1=3776/0-8-0 Max Horz 1=361(LC 5) Max Uplift 9=-2102(LC 8),1=-1403(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2595/902,2-3=-1662/598,3-4=-11521/4372,4-6=-6682/2527,6-7=-2785/1094, 7-8=-2493/1017,8-9=-4936/1855 BOT CHORD 1-1 8=-301/767,2-1 8=-1 86/495,3-17=-4048/10597,16-17=-4048/10597,15-16=-687/1828, 13-15=-765/2193,7-13=-513/1280 WEBS 6-16=-1740/4626.8-13=-1921/5184,13-16=-1549/4099,6-13=-4511/1764, 4-17=-1886/4879,4-16=-5892/2364 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-3 rows staggered at 0-5-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 4-17 2x4-2 rows staggered at 0-5-0 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=18ft;B=82ft;L=50ft;eave=6ft;Cat. 11;Exp C;Enci.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DCL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)Plates checked for a plus or minus 0 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Bearing at joint(s)1 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 100 lb uplift at joint(s)except(jt=lb) 9=2102,1=1403. 11) Use Simpson Strong-Tie HHUS28-2(22-1 Od Girder,8-1 Od Truss,Single Ply Girder)or equivalent at 7-1-8 from the left end to ®WARNING-Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ��-A��.iYYi iTe k• 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 ANSIfTPI1 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 J Truss JTruss Type Q tY PI J33156 GHO Lot 283 March Residence Y T10389660 J33156 H01 G Half Hip Girder 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:17 2017 Page 2 I D:tggfYCKy4QxldZI BH5HvBby4S7L-flXj6mEgBKJkL22gEubvZNVQoUmU2DevdmT8xvznGSi NOTES- 12) Use Simpson Strong=Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from the left end to 11-0-12 to connect truss(es)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1626 Ib down and 599 lb up at 12-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=68,7-8=-68,1-18=19,15-21=-19,12-14=19,11-12=19,9-10=-19 Concentrated Loads(lb) Vert:15=-1626(B)17=-3335(B)24=-1608(B)25=-1614(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■ii��.����` building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M I�ek• 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 r Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389661 J33156 H02 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:18 2017 Page 1 ID:tggfYCKy4QxIdZIBH5HvBby4S7L-7V45K6FJyeRbzCdsoc685a1 alu6tnmS2sQChTLznGSh i -2-0-0 i 2-7-0 6-9-8 11-0-0 12-9-0 14-1-0 i 1514-0 i 2-0-0 2-7-0 4-2-8 4-2-8 1-9-0 1-4-0 Scale=1:35.3 6.00 12 5x5 = 2x4 II 3x4 = 6 7 8 Fi 3x4 1x4 II 5 M 4 0 m 0 3 10 e° a e 3 M3x4 4 II 2x4 II o 1x4 II 4x1 2 16 4 4x4 �x tx4 IJx<I 3x4 = 6 _ e _ 1 a e 17 14 12 11 2x4 II 2x4 II 2x4 II 2-7-o 11-0.0 12-9-0 141-0 7-0 15:0 2-71 4-2-8 4-2-8 1-9-0 1-4-0 0-9-0 Plate Offsets(X,Y)-- I1:0-2-4,0-0-81.12:0-1-4,0-1-81.13:0-7-4,0-2-01.16:0-2-8,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.20 3-16 >911 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.39 3-16 >468 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.17 .9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:99 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2"Except' BOT CHORD Rigid ceiling directly applied. Except: 3-17,7-14,10-12:2x4 SP No.3 10-0-0 oc bracing:9-10 _ WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=62910-8-0,2=900/0-8-0 Max Horz 2=360(LC 5) Max Uplift 9=-223(LC 8),2=-392(LC 8) Max Grav 9=646(LC 13),2=928(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-22=-368/46,3-4=-1089/363,4-6=-1198/523,6-7=-281/190,7-8=-291/193, 8-9=-510/226 BOT CHORD 3-16=-351/1061,15-16=-194/452,1 3-1 5=1 2 213 74 WEBS 8-13=-198/523,4-16=-492/280,6-15=-399/172,6-16=-363/899 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=18ft;B=82ft;L=50ft;eave=6ft;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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 9=223,2=392. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/V gypsum sheetrock be applied directly to the bottom chord. ®WARNING-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 HV building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Jab Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389662 J33156 H03 Half Hip 1 1 Job Reference o lional East Coast Truss, Ft,Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:19 2017 Page 1 I D:tggfYCKy4QxIdZI BH5HvBby4S7L-bheTXSGxjyZSaMB2MJeNeoakTITh WE6C44yE?oznGSg i -2--0 2-7-0 5-7-0 i 9-0-0 i 12-9-0 r 14-1-0 r _15-4-0� 2-0-0 2-7-0 3-0-0 3-5-0 3-9-0 1-0-0 1-3-0 4x8 = Scale:3/8"=l' 2x4 I I 3x4 = 5 6 7 3x4 ! M 6.00 12 4 N M ril O Li V 2 9 c s s e 3 3x4 3 4 I 2x4 II 1x4 II 0 1x4 II 4x1 140 0 r+ 2 16 15 4x4 =? 1x4 II 3x4 = 1x4 11 o a e N 10 1 e e 17 13 11 2x4 II 2x4 II 2x4 II 2-7-0 5-7-0 9-0-0 12-9-0 14-1-0 14-7-Q 15-4-0 2-7-0 3-0-0 3-5-0 3-9-0 1-4-0 -6-0 0.9�0 Plate Offsets(X Y)— 11:0-2-4 0-0-81 12:0-1-8 0-1-81 13:0-7-4 0-2-01 15:0-5-4 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 0.94 Vert(LL) 0.16 3-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.33 3-16 >557 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:951b FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 3-17,6-13,9-11:2x4 SP No.3 10-0-0 oc bracing:8-9 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 8=633/0-8-0,2=896/0-8-0 Max Horz 2=290(LC 5) Max Uplift 8=-222(LC 8),2=-393(LC 8) Max Grav 8=633(LC 1).2=921(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-22=-328/26,3-4=-1243/428,4-5=-736/298,5-6=369/208,6-7=-399/210, 7-8=-478/201 BOT CHORD 3-16=-413/1194,15-16=-413/1196,14-15=-246/650 WEBS 5-15=-83/321,5-14=-372/126,7-12=-216/557,4-15=-629/262 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=18ft;B=82ft;L=50ft;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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=222,2=393. 8)TNs truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and I/F 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.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 HT It 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 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 J33156 GHO Lot 283 March Residence T10369663 J33156 H04 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:20 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-3tCrkoGZUFhJCVmFw19cA?7xBiojFhoLJkhoXEznGSf -2-0-0 2-7-0 i 7-0-0 i 12-9-0 14-1-0 15-4-0 i 2-0.0 2-7-0 4-s-0 5-9-0 1-4-0 1-3-0 Scale=1:31.5 T 4x6 3x4 = 3x4 = 4 5 6 6.00 12 m m 0 1 1x4 6 s a o rr s e m 3 3x6 4= 2x4 II II 0 1x4 II 4x1 0 13 $0 d 14 2 US r� 3x4 = 1x4 II e o s w 9 1 e s 15 12 10 d 2x4 II 2x4 II 3x4 II i 2-7-0 7-0-0 12-9-0 14-1-0 .-7-0 15-0-0 2-7-0 4-5-0 5-9-0 1-4-0 -6-0 0-9-0 Plate Offsets(X Y)-- f1:0-2-4 0-0-81 f3:0-7-4 0-2-01 f8'0-0-8 0-1-81 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 0.81 Vert(LL) 0.21 3-14 >879 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.41 3-14 >444 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.18 7 n/a n/a BCDL 10.0 Code FBC2014rFP12007 Matrix-AS Weight:83 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 3-15,5-12,8-10:2x4 SP No.3 10-0-0 oc bracing:7-8 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=628/0-8-0,2=901/0-8-0 Max Horz 2=220(LC 5) Max Uplift 7=-217(LC 8),2=-398(LC 8) Max Grav 7=628(LC 17),2=916(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-20=-267/19,3-4=-1036/359,4-5=-901/376,5-6=-599/248,6-7=-410/156 BOT CHORD 3-14=-331/912,13-14=-208/538,5-11=-477/233 WEBS 5-14=-147/444,6-11=-233/650 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=18ft;B=82ft;L=50ft;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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 7=217,2=398. 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 111II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall p Ig building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing V'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 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 J33156 GHO Lot 283 March Residence T10389664 J33156 H05G Half Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:20 2017 Page 1 ID:tggfYCKy4QxldZI BH5HvBby4S7L-3lCrkoGZUFhJCVmFW 19cA?70pipfFXPLJkhoXEznGSf -2-M 5-0-0 9-2-8 13-7-0 15-4-0 2-0-0 5-0-0 4-2-8 4-4-8 1-9-0 Scale=1:30.2 4x8= 1x4 II 8x14 = 8x10 = 3 20 4 21 5 22 6 i� 6.00 12 to s e d o O N O 1x4 II N 2 c5 1X4 II II s 1 s e N 13 23 12 11 24 10 9 d lx4 II 3x4 3x8 = 2x4 II 3x4= 5-0-0 9-2-8 13-7-0 , 14-7-0 15�-0, 5-0-0 4-2-8 4-4-8 1-0-0 9-0 Plate Offsets(X,Y)— I1:0-2-4,0-0-81,I3:0-5-4,0-2-01.f5:0-6-8,0-2-121,16:0-4-8.0-2-121 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 0.45 Vert(LL) 0.08 11-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.17 9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:83 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 5-10:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. Except: WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:8-10 6-7:2x8 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=1 159/0-8-0.2=1 16610-8-0 Max Horz 2=203(LC 8) Max Uplift 7=-453 LC 8),2=-576 LC 8 Max Grav 7=1236(LC 29),2=1263(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1880/745,3-4=-1 7 3 31'70 1,4-5=-1733/701,5-6=-2691/975,6-7=-1044/395 BOT CHORD 2-13=-679/1640,11-13=-687/1663,10-11=-163/458,8-10=0/269,7-8=-164/433 WEBS 3-13=-130/398,4-11=-525/300,6-8=-848/2384,8-11=-572/1422 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=18ft;B=82ft;L=50ft;eave=6ft;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 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 100 lb uplift at joint(s)except Ot=lb) 7=453,2=576. 8)HaSger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)159 lb down and 128 lb up at 5-0-0.159 lb down and 118 lb up at 7-0-12,159 lb down and 118 lb up at 9-0-12.159 lb down and 118 lb up at 11-0-12,and 159 lb down and 118 lb up at 13-0-12,and 150 lb down and 117 lb up at 14-4-12 on top chord,and 312 lb down and 197 lb up at 5-0-0, 53 lb down at 7-0-12,53 lb down at 9-0-12,53 lb down at 11-0-12,and 53 lb down at 13-4-4,and 54 lb down at 14-7-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ®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 properly incorporate this design into the overall ME • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI 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 J33156 GHO Lot 283 March Residence T10389664 J33156 H05G Half Hip Girder 1 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:21 2017 Page 2 I D:tggfYCKy4QxldZI BH5HvBby4S7L-X4mDy7H BFZp9gfLRTkgr)DfBZ69u_fVYORL4gznGSe LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-70,3-6=-70,10-17=-20,9-10=-20,7-8=-20 Concentrated Loads(lb) Vert:3=-68(F)10=-34(F)5=-68(F)13=-216(F)4=-68(F)9=-34(F)11=-34(F)20=-68(F)21=-68(F)22=-77(F)23=-34(F)24=-34(F) ®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 A is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the piTek• 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 Job r Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389665 J33156 MV2 Valley 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:21 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-X4mDy7HBFZp9gfLRTkg6Dflk6LJ_BvVYORL4gznGSe 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/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 2441190 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 FBC2014/TPI2007 Matrix-S 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 oc bracing. REACTIONS. (lb/size) 1=62/2-0-0,2=48/2-0-0,3=14/2-0-0 Max Horz 1=39(LC 8) Max Uplift 1=-12(LC 8),2=36(LC 8) Max Grav 1=64(LC 13),2=57(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=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;eave=6ft;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)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 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2. _I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 'y'iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pi� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPH Quality Criteria,DSB-89 and BCSI 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 K Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10369666 J33156 MV4 Valley 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:22 2017 Page 1 I D:tggfYCKy4QxldZIBH5HvBby4S7L-?GKc9TIpOtxORpwd 1 RB4GQCOtVerje9en2Avc7znGSd 4-0-0 4-0-0 Scale=1:12.8 2 2x4 II 6.00 12 1 3 2x4 ! 2x4 II I LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight:14 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=146/4-0-0,3=14614-0-0 Max Horz 1=114(LC 5) Max Uplift 1=-47(LC 8),3=55(LC 5) Max Grav 1=146(LC 13),3=169(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;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 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 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)1,3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Iva I' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 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 r Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389667 J33156 MV5 Valley 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:22 2017 Page 1 ID:tggfYCKy4QxIdZI BH5HvBby4S7L-?GKc9TlpOtxORpwd 1 RB4GQCMIVdbje9en2Avc7znGSd 4-6-8 4-6-8 Scale=1:14.1 2 2x4 II 6.00 12 N 1 V d 3 2x4 i 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:16 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=169/4-6-0,3=169/4-6-0 Max Horz 1=133(LC 5) Max Uplift 1=-55(LC 8),3=-65(LC 5) Max Grav 1=170(LC 13),3=197(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;eave=6ft;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 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 nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use onlywith MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the p AiTe k• 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 Y Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence c T10389668 J33156 MV6 Valley 1 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:23 2017 Page 1 I D:lggfYCKy4QxldZI BH5HvBby4S7L-USu_NpJRnA3t3zVgb9iJoelbmvORS5do?iwSBZznGSc 6-0-0 6-0-0 Scale=1:18.8 2x4 I 3 6.00 12 1x4 II 0 2 0 m 1 Li 5 4 2x4 1x4 II 2x4 I I 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 0.21 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=74/6-0-0,4=101/6-0-0,5=296/6-0-0 Max Horz 1=184(LC 5) Max Uplift 1=-3(LC 9),4=-49(LC 5),5=-150(LC 8) Max Grav 1=95(LC 14),4=121(LC 13),5=335(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=270/170 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;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 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 nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,4 except Qt=lb) 5=150. ®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 p� �• iTek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 J33156 GHO Lot 283 March Residence T10389669 J33156` MV7 Valley 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:23 2017 Page 1 ID:tggfYCKy4QxldZI BH5HvBby4S7L-USu_NpJRnA3t3zVgb9iJoelbTv?AS5do?iwSBZznGSc 6-6-8 - - 6-6-8 Scale=1:20.3 2x4 I 3 6.00 12 1x4 II 2 1 v 0 0 5 4 2x4 - 1x4 II 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=89/6-6-0,4=116/6-6-0,5=314/6-6-0 Max Horz 1=203(LC 5) Max Uplift 1=-4(LC 9),4=-56(LC 5),5=-159(LC 8) Max Grav 1=11O(LC 14),4=139(LC 13),5=355(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=284/171 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=18ft;B=82ft;L=50ft;eave=6ft;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 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 nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,4 except(jt=lb) 5=159. 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 a truss system.Before use,the building designer must verify the applicability,of design parameters and properly incorporate this design into the overall Iva I' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the p fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job c Truss Truss Type City Ply J33156 GHO Lot283 March Residence i T10389670 J33156 PB01 Piggyback 3 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:24 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-yeSMa9J3YUBkh7409sDYLrHnBJKSBYzxEMf?h?znGSb 4-6-8 9-1-0 4-6-8 4-6-8 Scale=1:17.2 4x4= 3 6.00 12 4 I 1 5 I� I`° 0 0 6 2x4 = 1x4 II 2x4 = 9-1-0 910 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 0.17 Vert(LL) 0.00 5 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-S Wind(LL) 0.00 4 n/r 120 Weight:28 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=191/7-2-6.4=191/7-2-6,6=344/7-2-6 Max Horz 2=-89(LC 6) Max Uplift 2=-108(LC 8),4=-108(LC 8),6=-88(LC 8) Max Grav 2=192(LC 17),4=203(LC 14),6=344(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=18ft;B=82ft;L=50ft;eave=6ft;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)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except Qt=lb) 2=108,4=108. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. WARNING-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 overallp��' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing V�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 Job Truss Truss Type Qty Ply J33156 GHO Lot 283 March Residence T10389671 J33156 PB02 Piggyback 1 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:24 2017 Page 1 I D:tggfYCKy4QxldZI BH5HvBby4S7L-yeSMa9J3YUBkh7409sDYLrHogJMoBYBxEMf?h?znGSb 9-1-0 9-1-0 Scale=1:17.5 4x4 = 4x4 = 3 4 6.00 12 m u5 5 �I 2 B I� IT 0 0 8 7 2x4 = 1x4 II 1x4 II 2x4 = 910 9-1-0 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 0.07 Vert(LL) 0.00 5 n/r 90 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00. 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Wind(LL) 0.00 5 n/r 120 Weight:28 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 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 7-2-6. (lb)- Max Horz 2=64(LC 7) Max Uplift All uplift 100 Ib or less at joints)2,5,8,7 Max Grav All reactions 250 lb or less at joint(s)2,5,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=18ft;B=82ft;L=50ft;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)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5,8,7. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. a` ®WARNING-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 property 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 ivi 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 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 J33156 GHO Lot March Residence ' ` T10389672 J33156 PB03 PIGGYBACK TRUSS 1 1 Job Reference o lional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:25 2017 Page 1 ID:tggfYCKy4QxldZI BH5HvBby4S7L-Qf?koVKiloJblHfCialnt3gzkjhYw?T4TOPZDSznGSa 4-0-0 9-1-0 4-0-0 5-1-0 Scale=1:17.5 4x4 —11 1-1-0 x4= 3 4 6.00 12 m 0 5 of 1 2 6 10 117 0 1 0 8 7 2x4= 1x4 II 1x4 II 2x4 = 9-1-0 9-1-0 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 0.12 Vert(LL) 0.00 6 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.01 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.00 5 n/r 120 Weight:29 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-2-6. (lb)- Max Horz 2=-78(LC 6) Max Uplift All uplift 100 Ib or less at joint(s)2,5,8,7 Max Grav All reactions 250 lb or less at joint(s)2,5,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=18ft;B=82ft;L=50ft;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)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5,8,7. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®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 pp� ■■ 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 J33156 GHO Lot 283 March Residence f T10389673 J33156 PB04 Piggyback 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Feb 08 07:36:26 2017 Page 1 ID:tggfYCKy4QxldZI BH5HvBby4S7L-u 1 Z6?rLK35RSwQEOGHGOQGM8Y721 fRWEhg86luznGSZ 13-1-0 13-1-0 Scale=1:22.1 6.00 12 6x8 O 3x8 II 3x8 II 6x8 3 4 5 6 q o 1 2 3x4 = 12 11 10 9 3x4= r 13-1-0 13-1-0 Plate Offsets(X,Y)— 13:0-5-0,0-2-41.16:0-5-0.0-2-41 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 0.11 Vert(LL) -0.00 7 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Wnd(LL) 0.00 7 n/r 120 Weight:38 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 11-2-6. (lb)- Max Horz 2=35(LC 7) Max Uplift All uplift 100 lb or less atjoint(s)2,7,12,9 except 11=-103(LC 4),10=-103(LC 5) Max Grav All reactions 250 Ito or less atjoint(s)2,7,12,9 except 11=286(LC 18),10=286(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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=18ft;B=82ft;L=50ft;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)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,7,12,9 except Ot=lb)11=103,10=103. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Not building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 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 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0_11 fi c1-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 WEBS AO4may require bracing,or alternative Tor I Oi , w0bracing should be considered. O = 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. O 0- 1— O 4. Provide copies of this truss design to the building C7-8 C6-7 C5-6 For 4 X 2 orientation,locate � designer,erection supervisor,property owner and plates 0- 'AA'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and 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. 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 of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 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 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. 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 Industry Standards: project engineer before use. 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. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, � ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate MiTek " Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015