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HomeMy WebLinkAboutTruss Drawings ' ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J33343-J33343 GHO Lot 44 Buchanan Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GHO HOMES Project Name: Buchanan Residence Model: Biscayne Fd��33610-4115 Lot/Block: 44 Subdivision: Meadow Wood Address: Lot 44 Meadow Wood City: Ft. Pierce State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighH Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 56 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# I Truss Name I Date I No. I Seal# ITruss Name I Date 11 IT10710335 —CJ1 3/23/17 118 IT10710352 —HJ7 13/23/17 12 I T10710336 I--CAA 13/23/17 119 I T10710353 I"HJ8 13/23/17 13 I T10710337 I—CJ 1 B 13/23/17 120 I T10710354 I A01 13/23/17 J 14 I T10710338 I—CJ3 13/23/17 121 I T10710355 I A02 13/23/17 15 I T10710339 I—CJ3A 13/23/17 122 I T10710356 I A03 13/23/17 J 16 I T10710340 —CJ3B 13/23/17 123 I T10710357 I A04 13/23/17 1 17 1 T10710341 1—CJ5 13/23/17 124 IT10710358 I A05 13/23/17 18 I T10710342 I—CJ5A 13/23/17 125 1 T10710359 I A06 13/23/17 19 I T10710343 I—CJ7 13/23/17 126 I T10710360 I A07 13/23/17 110 I T10710344 I—EJ2 13/23/17 127 I T10710361 I A08 13/23/17 1 Ill I T10710345 I—EJ2A 13/23/17 128 1 T10710362 I A09G 13/23/17 112 I T10710346 I—EJ3 13/23/17 129 I T10710363 I A10 13/23/17 113 I T10710347 I—EJ7 13/23/17 130 1 T10710364 1 Al 1 13/23/17 114 I T10710348 I—EJ7A 13/23/17 131 I T10710365 I Al 13/23/17 115 I T10710349 I—EJ8 13/23/17 132 1 T10710366 1 A13. 13/23/17 116 I T10710350 I—EJ 14 13/23/17 133 I T10710367 I A14 13/23/17 1 117 I T10710351 I—HJ3 13/23/17 134 I T10710368 I A15 13/23/17 J The truss drawing(s)referenced above have been prepared by MiTek X. ��,Ptd ,�� USA,Inc.under m direct supervision based on the parameters o, 7� �k provided by East Coast Truss. ,+ •, Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE:The seal on these truss component designs is a certification ip"+ STA... O F y'moo that the engineer named is licensed in the jurisdiction(s)identified and that the �,r ,�• iG; Q.•: +' designs comply with ANSI/TPI 1. These designs are based upon parameters `�Q given t whichshown(e.g.,loads,supports,dimensions,shapes and design codes),o MiTek. Any project ct specific information on included is for M Tek'scustomers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design WalterR`F7nq ,N622839 parameters or the designs for any particular building. Before use,the building designer MITektlSA;lni Ft Ced;6fi34 should verify applicability of design parameters and properly incorporate these designs t904 Parke East BW&Tampa ktdl.D. into the overall building design per ANSI/TPI 1, Chapter 2. Dater March 23,2017 Finn,Walter 1 of 2 r � RE: J33343 -J33343 GHO Lot 44 Buchanan Residence Site Information: Customer Info: GHO HOMES Project Name: Buchanan Residence Model: Biscayne Grande Lot/Block: 44 Subdivision: Meadow Wood Address: Lot 44 Meadow Wood City: Ft. Pierce State: FL No. Seal# ITruss Name Date 35 IT10710369 IA16G I3/23/17 136 IT10710370 I B01 13/23/17 137 IT10710371 I B02 13/23/17 I 138 IT10710372 I B03 13/23/17 J 139 IT10710373 I B04 13/23/17 J I40 IT10710374 I B05 13/23/17 I 141 IT10710375 I B06 13/23/17 I 142 IT10710376 I B07G 13/23/17 I 143 IT10710377 I C01 13/23/17 144 IT10710378 I CO2 13/23/17 I 145 IT10710379 I CO3 13/23/17 I 146 IT10710380 I C04 13/23/17 147 IT10710381 I C05G 13/23/17 148 IT10710382 I D01 13/23/17 I 149 IT10710383 I D02G 13/23/17 150 I T10710384 I E01 13/23/17 I 151 IT10710385 I E02G 13/23/17 I 152 IT10710386 I E03 13/23/17 153 IT10710387 I E04G 13/23/17 I 154 IT10710388 I FG01 13/23/17 I 155 IT10710389 I FG02 13/23/17 1 156 IT10710390 I MV2 13/23117 I 2 of 2 r - Job Truss Truss Type Qty Ply J33343 � —CJ1 JACK-OPEN 10 1 JJ33343 GHO Lot 44 Buchanan Residence T10710335 ob Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:09 2017 Page 1 I D:6z11 mLrNk_e 16oOuhJmH5rzN V C-ghJmlVEkd??PuasOONKyKYcnKRnZd—pOBwpAyzY4xy -2-0-0 0-2-8 _ 1-0-0 1-9-8 0-2-8 1-0-0 Scale=1:9.5 3 n 6.00 12 2 0 r 1x4 II lu� m 0 y Q° 4 1x4 11 Q, Q° N 1 2x4 = d 1-0-0 1-0-0 Plate Offsets(X Y)— 11.0-2-4 0-0-81 (2:0-3-8 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-39/Mechanical,2=340/0-8-0,4=-67/Mechanical Max Horz 2=111(LC 8) Max Uplift 3=-39(LC 1),2=318(1-C 8),4=-67(LC 1) Max Grav 3=62(LC 8),2=340(LC 1),4=95(LC 8) 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=15ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)3,4 except Qt=lb) 2=318. ®WARNING-Verily 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 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 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 t Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710336 J33343 -CJ 1 A JACK-OPEN 3 1 Job Reference o liana/ East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:10 2017 Page 1 ID:6zl l mLrNk-el6oOuhJmH5rzNViC-8tl8yrFMOJ7GWkRaa4rDVY5nXkn2l4EzFrgNiOzY4xx -2-0-0 -0-2-8, 1-0-0 1-9-8 0-2-8 1-0-0 Scale=1:9.5 3 if 6.00 12 d r 1x4 IIW42 00 d o 1x4o 0-11-4 Plate Offsets(X Y)- f1:0-2-4 0-0-81 f2:0-3-8 0-0-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-39/Mechanical,4=-67/Mechanical,2=34010-3-0 Max Horz 2=111(LC 8) Max Uplift 3=-39(LC 1),4=73(LC 13),2=-337(LC 8) Max Grav 3=56(LC 8).4=82(LC 8),2=340(LC 1) 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=15ft;B=45ft;L=24ft;eave=4ft;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 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. iThis truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. •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. �)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=1b) 2=337. 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 " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra.VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710337 J33343 Y —CJ1B JACK-OPEN 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:10 2017 Page 1 ID:6z11 mLrNk_el6oOuhJmH5rzNViC-8tt8yrFMOJ7GWkRaa4rDVY5nXkIU14EzFrgNiOzY4xx -2-0-0 -0-2-8 1-0-0 1-9-8 0-2-B 1-0-0 Scale=1:9.5 3 c 6.00 12 2 0 1x4 II d 0 m 0 2x4 = 4 1x4 II N 1 O 1x4 II PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. i 1-0-0 i 1-0-0 Plate Offsets(X Y)— f1:0-2-4 0-0-81 f2:0-3-12 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.00 10 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:11 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 3=233/Mechanical,4=-0/Mechanical Max Horz 3=632(LC 1),4=738(LC 8) Max Uplift 3=-200(LC 8) Max Grav 3=233(LC 1) FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-653/668 BOT CHORD 2-4=-632/738 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18:MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3=200. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall i•Y building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710338 J33343 -CJ3 JACK-OPEN 8 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:11 2017 Page 1 I D:6zl l mLrNk_el6oOuhJmH5rzN V C-c4RW9BF_9dF78uOm7oMS 11eyH8741 XT6TVPwEgzY4xw -2-0-0 2- 3-0-0 1-9-8 -2- 3-0-0 Scale=1:14.6 3 y 6.00 12 M O 1X4 I 2 d A• 0• 4 1x4 II p• �. w 1 2x4 = 0 3-0-0 3-0-0 Plate Offsets(X Y)-- f1:0-2-4 0-0-81 f2:0-3-12 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=64/Mechanical,2=328/0-8-0,4=17/Mechanical Max Horz 2=163(LC 8) Max Uplift 3=-29(LC 5),2=-215(LC 8) Max Grav 3=73(LC 13),2=328(LC 1),4=45(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=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. d)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 111-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) 2=215. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-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 r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710339 J33343 —CJ3A JACK-OPEN 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:11 2017 Page 1 I D:6zl l mLrNk—el6oOuhJmH5rcN V C-o4R W9BF_9dF78uOm7oMS 11eyH86kl XE6TVPwEgzY4xw -2-0-0 -2 2-7-0 3-0-0 1-9-8 -2- 2-7-0 0-5- Scale=1:14.6 4 3xs II M O 3 d 6.00 12 m 5 h 0 1x4 II 2 d o Q. 1 x4 I I � 61 x4 11 1 2x4 = d 2-7-0 2-7-0 Plate Offsets(X Y)— I1:0-2-4 0-0-81 12:0-3-4 Eduel I3:0-1-9 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 6-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=78/Mechanical,2=329/0-8-0,5=8/Mechanical Max Horz 2=163(LC 8) Max Uplift 4=-26(LC 5).2=-215(LC 8) Max Grav 4=90(LC 13),2=329(LC 1),5=15(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=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. ,t)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. b)`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. J7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 2=215. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 � Job w Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710340 J33343 -CJ36 JACK-OPEN 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:5B:12 2017 Page 1 ID:6zl1 mLrNk_ell 6oOuhJmH5rzNViC-4G?uNXGcwwN_12ayhVthazA70YRgm_jFi99UnHzY4xv -2-0-0 2-7-0 3-0-0 2-0-0 2-7-0 0-5-0 Scale=1:14.6 4 4x6 = N d 6.00 12 0 5 'h 0 d tx4 II 2 0 0• 1x4 I I �• 62x4 Q• Q• N 1 2x4 = O 2-7-0 3-0� 2-7-0 0-5-0 Plate Offsets(X Y)- f1:0-2-4 0-0-81 f2.0-3-4 Edgel f3:0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 6-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:19 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=48/Mechanical,2=329/0-8-0,5=37/Mechanical Max Horz 2=163(LC 8) Max Uplift 4=-16(LC 5),2=215(LC 8),5=-7(LC 5) Max Grav 4=55(LC 13),2=329(LC 1),5=47(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=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 ,q will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except Qt=lb) 2=215. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 V A Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence • T10710341 J33343 —CJ5 JACK-OPEN 8 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:12 2017 Page 1 ID:6zl l mLrNk_el6oOuhJmH5rzNViC-4G?uNXGcwwN_12ayhVthazA7LYNOm_jFi99UnHzY4xv -2-0-0 - -2 5-0-0 1-9-8 -2- 5-0-0 Scale=1:19.5 3 I4 0 6.00 ,2 0 N � N 1x4 II 2 cr �I 1 x4 I I 1 d' 4 I Q' '- o' , 1 4— o 5-0-0 5-0-0 Plate Offsets(X Y)-- I1:0-2-4 0-0-81 12:0-3-12 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-10 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 nla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=138/Mechanical,2=397/0-8-0,4=54/Mechanical Max Horz 2=217(LC 8) Max Uplift 3=-82(LC 8),2=207(LC 8) Max Grav 3=154(LC 13),2=397(LC 1),4=88(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=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. A�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. )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) 2=207. 8)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and 1W gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710342 J33343 —CJ5A JACK-OPEN 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:13 2017 Page 1 I D:6zl1 mLrNk_el6oOuhJmH5rzN ViC-YSZGasHEhEVrNC99FDPw6AjGUynSVRaPxpu 1 JjzY4xu _2.0.0 _2. 2-7-0 5-0-0 _ 1-9-8 0-2- 2-7-0 2-5-0 Scale=1:19.5 4 Pt c� 6.00 12 3x6 II 3 � N 5 0 1X4 II 2 d M �I 1 X4 I I 6- �' 6 1x II 6' N 0 1x4 II 1 O 2x4= 2-7-0 I 2-1-0 Plate Offsets(X Y)— f1:0-2-4 0-0-81 I2.0-3-4 Edoel f3:0-1-9 0-2-121 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 0.70 Vert(LL) 0.07 6 >822 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.16 6 >369 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:25lb FT=0% LUMBER. BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=167/Mechanical,2=40010-8-0,5=28/Mechanical Max Harz 2=217(LC 8) Max Uplift 4=-79(LC 8),2=-206(LC 8) Max Grav 4=186(LC 13),2=400(LC 1),5=55(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=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. , )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)4 except Qt=lb) 2=206. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%2"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 properly incorporate this design into the overall i.�■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 40 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence L T10710343 J33343 —CJ7 JACK-OPEN 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:13 2017 Page 1 I D:6zi l mLrNk_e 16oOuhJmH5rzNU C-YSZGasH EhEVrNC99FDPw6AjGHyi7VRzPxpul JjzY4xu -2-0-0 2-7-0 5-0-0 2-0-0 2-7-0 2-5-0 Scale=1:19.5 4 ro 6.00 12 5x6 — o 3 N V 5 0 1x4 12 cn �I 1x4 II 6 6 1x I 6- o• 2x4 II 1 0 2x4= 2-7-0 5-0-0 2-7-0 2-5-0 Plate Offsets(X Y)-- 0:0-2-4 0-0-81 f2.0-3-4 Edgel f3:0-3-0 0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.05 6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.11 6 >547 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=122/Mechanical,2=399/0-8-0,5=72/Mechanical Max Horz 2=217(LC 8) Max Uplift 4=-63(LC 8),2=206(1_C 8),5=-8(LC 5) Max Grav 4=135(LC 13),2=399(LC 1),5=88(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=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)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 ,4 will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 2=206. 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �y� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the pp�iTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 A Job Truss Truss Type City Ply 133343 GHO Lot 44 Buchanan Residence �,. T10710344 J33343 —EJ2 JACK-OPEN 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:14 2017 Page 1 I D:6zi 1 mLrNk_el6oOuhJmH5rzNUC-Of7foCltSYdh?LkLpww9fOGTWL7TEuDY9Tear9zY4xt -2-0-0 0-2- 2-0-12 1-9-8 -2-8 2-0-12 Scale=1:12.2 3 6.00 12 m m o v •- 1x4 II 2 0 V 0 4 1x4 II N 1 2x4= d 2-0-12 2-0-0 Plate Offsets(X Y)- f1:0-2-4 0-0-81 f2:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:14lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD ' Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=24/Mechanical,4=-8/Mechanical,2=30910-3-0 Max Horz 2=138(LC 8) Max Uplift 3=-14(LC 5),4=-8(LC 1),2=-236(LC 8) Max Grav 3=30(LC 13),4=41(LC 8),2=309(LC 1) 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=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. ,A)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)3,4 except Qt=lb) ` 2=236. ®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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r Job Truss Truss Type Qty Ply jw J33343 GHO Lot 44 Buchanan Residence T10710345 J33343 —EJ2A JACK-OPEN 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:15 2017 Page 1 I D:6z11 mLrNk_e 16oOuhJmH5rzNViC-Urg 1?YJVDrIYcVJXMeROCbofKI U2zLTiO7N8NbzY4xs _1-10-8 2-0-12 1-10-8 2-0-12 Scale:1"=1' 3 r 6.00 12 m rn v 2 0 r �d�{1 4 1 2x4 = -7 0-2 -2-7 1-10-5 Plate Offsets(X Y)-- f2:0-4-4 0-0-41 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 0.48 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 7 >999 180 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-MP Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-12 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=28/Mechanical,4=-3/Mechanical,2=292/0-3-0 Max Horz 2=133(LC 8) Max Uplift 3=-15(LC 5),4=3(1_C 1),2=-217(LC 8) Max Grav 3=34(LC 13),4=35(LC 8),2=292(LC 1) 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=15ft;13=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)3,4 except Qt=lb) 2=217. ®WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 i • Job Truss Truss Type Qty , Ply J33343 GHO Lot 44 Buchanan Residence T10710346 •J33343 —EJ3 JACK-OPEN 3 1 Job Reference o lional East Coast Truss, Ft,Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:15 2017 Page 1 I D:6zl1 mLrNk_e 16oOuhJmH5rzNViC-Urg l?YJVDrlYcVJXMeROCboeGIUEzLTiO7N8NbzY4xs -2-0-0 2- 3-0-0 1-9-6 -2- 3.0-0 Scale=1:14.6 3 6.00 12 c� 0 w 1x4 II 2 �I 4 1x4 II N 1 2x4 = O 3-0-0 r 2-11-4 Plate Offsets(X Y)-- f1.0-2-4 0-0-81 12:0-3-4 Edael 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 0.55 Vert(LL) 0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 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-MP Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=64/Mechanical,4=17/Mechanical,2=328/0-3-0 Max Horz 2=163(LC 8) Max Uplift 3=-39(LC 5),4=-42(LC 5),2=-272(LC 8) Max Grav 3=66(LC 13),4=45(LC 3),2=328(LC 1) 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=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. ,,t4)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)3,4 except Qt=lb) 2=272. ®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 p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 1�7 Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710347 —EJ7 JACK-OPEN 21 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:16 2017 Page 1 I D:6z11 mLrNk_el 6oOuhJmH5rzNV C-zl EPDuJ7_9tPEfukwLydkpLnN9ekiojrdn7hw2zY4xr -2-0-0 0 2 7-0-0 1-9-8 0-2 7-0-0 Scale:12"=l' 3 6.00 12 d o m I of h r'' 1x4 II 2 a II 1x4 II � N 6• 1 0 3 3 = 4 7-0-0 7-0-0 Plate Offsets(X Y)— 11:0-2-4 0-0-81 f2:0-0-8 Edgel 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 0.66 Vert(LL) 0.27 4-10 >314 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.30 4-10 >278 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:29 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=21 O/Mechanical,2=478/0-8-0,4=80/Mechanical Max Horz 2=271(LC 8) Max Uplift 3=-153(LC 8),2=-347(LC 8).4=-106(LC 5) Max Grav 3=215(LC 13),2=478(LC 1),4=125(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=15ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. +')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) 3=153,2=347,4=106. 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 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 p������.iYYi` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Welk' I iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 � M Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence t T10710348 J33343 —EJ7A JACK-OPEN 1 1 Job Reference o ticnal East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:17 2017 Page 1 I D:6zl l mLrNk—ell 6oOuhJmH5rzN V C-REonQEKIIT?GspTwU2TsHOuy7Z_yRFy?sRsESUzY4xq -2-0-0 7-0-0 2-0-0 7-0-0 Scale:12"=1' 3 f 6.00 12 M M O O co M M r M 1x4 II 2 M d 1x4 11 1 4 0 3x4= 1.4 II 7-0-0 7-0-0 Plate Offsets(X Y)— I1:0-2-4 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 0.66 Vert(LL) 0.09 4-10 >886 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.30 4-10 >278 180 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-AS Weight:29 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=210/Mechanical,2=478/0-8-0,4=80/Mechanical Max Horz 2=271(LC 8) Max Uplift 3=-130(LC 8),2=-213(LC 8) Max Grav 3=232(LC 13),2=478(LC 1).4=125(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=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 non concurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=130,2=213. 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.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 ANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type City Ply J33343 GHO Lot 44 Buchanan Residence T10710349 J33343 —EJ8 JACK-OPEN 3 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:17 2017 Page 1 I D:6zl l mLrNk_el 6oOuhJmH5rzN V C-REonQEKIIT?GspTwU2TsHOuxrZy?RFy?sRsESUzY4xq -2-0-0 2-7-0 7-0-0 2-0-0 2-7-0 4-5-0 Scale:1/2"=1' 4 * 6.00 12 d N 3 1x4 II Ic' 2 6x6 �I a II d 1x4 II g s N 6 1 2x4 I I d x4 = 2-7-0 7-0-0 2-7-0 4-5-0 Plate Offsets(X Y)-- f1:0-2-4 0-0-81 f3:0-0-10 0-2-81 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 0.74 Vert(LL) 0.17 3-5 >500 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.37 3-5 >226 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.18 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:31 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=195/Mechanical,2=48110-8-0,5=97/Mechanical Max Horz 2=271(LC 8) Max Uplift 4=-113(LC 8),2=-212(LC 8),5=-12(LC 8) Max Grav 4=215(LC 13),2=481(LC 1),5=123(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=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 r, will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 4=113,2=212. _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-Verily 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 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 1 4 Job Truss Truss Type City Ply J33343 GHO Lot 44 Buchanan Residence r T10710350 J33343 —EJ14 JACK-OPEN 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:14 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNViC-Of7foCltSYdh?LkLpww9fOGTWL7cEuDY9Tear9zY4xt -2-0-0 r0-2-8 14-0 1-9-8 0-2-8 14-0 Scale=1:10.4 3 6.00 12 1x4 I 2 1x4 II 1 2x4= 4 d 1-4-0 i 1-4-0 Plate Offsets(X Y)-- 11.0-2-4 0-0-81 12:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.00 10 >999 180 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-MP Weight:12 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-14/Mechanical,2=317/0-8-0,4=-39/Mechanical Max Horz 2=120(LC 8) Max Uplift 3=-14(LC 1),2=-276(LC 8),4=-39(LC 1) Max Grav 3=38(LC 8),2=317(LC 1),4=67(LC 8) 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=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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)3,4 except(jt=lb) 2=276. ®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 MiTek' 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 iViiTek' 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 s Job Truss Truss Type City Ply J33343 GHO Lot 44 Buchanan Residence r T10710351 J33343 —HJ3 DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu"Mar 23 09:58:18 2017 Page 1 I D:6z11 mLrNk—e 16oOuhJmH5rzNViC-vQM9daLN Wm77Tz262m-5pEQ9MzU3AgP845co_wzY4xp -2-9-15 - -2 4-2-3 2-7-11 -2 4-2-3 Scale=1:16.8 5 6 2x4 II 4.24 12 3x4 4 3x6 II tx4 II 3 2 Nl 0 2x4 = 8 rn d 1 7 LIA 2x4= 2x4 II 3x6 II 4-2-3 4-1-5 Plate Offsets(X Y)— 13:0-2-1 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.02 8-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-MP Weight:26lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=103/Mechanical,10=608/Mechanical,3=-370/0-4-5 Max Horz 3=136(LC 5) Max Uplift 8=-140(LC 8),10=-604(LC 24),3=-757(LC 17) Max Grav 8=144(LC 28),10=806(LC 17),3=728(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-10=-806/604 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;8=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. r 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=140,10=604,3=757. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)115 lb down and 138 lb up at 1-3-15,and 115 lb down and 138 lb up at 1-3-15 on top chord,and 131 lb down and 95 lb up at 1-3-15,and 131 lb down and 95 lb up at 1-3-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=70,5-6=-30,7-11=20 Concentrated Loads(lb) Vert:12=1 15(F=58,B=58)13=1 05(F=52,B=52) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. e Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Cy a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall pi•Yiii building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �y� is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the MiTek' 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 Oty Ply J33343 GHO Lot 44 Buchanan Residence t T10710352 J33343 —HJ7 DIAGONAL HIP GIRDER 4 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:19 2017 Page 1 ID:6zl1 mlrNk_el6oOuhJmH5rzNViC-NcwYrwM?H4F_57dJbTVKMRzMsMmsv4bHJILLXNzY4xo -2-9-15 -Or2r4 5-1-9 9-10-1 2-7-11 0-2-4 5-1-9 4-8-8 Scale=1:27.9 2x4 II 5 6 16 a 4.24 12 3x4 4 15 M 14 1x4 II 2 3 2x4 = s c E 17 rn 18 9 19 8 1 0 1x4 II 7 3x6 = 2x4 II 3x4= -0- 12 5-1-9 9-10-1 0- -12 5-1-9 4-8-8 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 0.38 Vert(LL) -0.07 9-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.06 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:54lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-4 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=480/0-10-15,8=498/Mechanical,10=0/Mechanical Max Horz 3=399(LC 14),10=-297(LC 17) Max Uplift 3=-373(LC 8),8=-197(LC 8) Max Grav 3=766(LC 28).8=566(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-250/333,2-3=-237/345,3-4=-1014/304 BOT CHORD 3-9=-314/852,8-9=-314/852 WEBS 4-8=859/355,1-10=-297/267 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 z)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)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) 3=373,8=197. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 Ito down and 138 lb up at 1-3-15,120 lb down and 138 lb up at 1-3-15,104 lb down and 56 Ito up at 4-1-14,104 lb down and 56 lb up at 4-1-14,and 160 lb down and 128 lb up at 6-11-13,and 160 lb down and 128 lb up at 6-11-13 on top chord,and 92 Ito down and 95 lb up at 1-3-15,92 lb down and 95 lb up at 1-3-15,40 lb down and 3 lb up at 4-1-14,40 lb down and 3 lb up at 4-1-14,and 50 lb down at 6-11-13, and 50 lb down at 6-11-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-70,5-6=-30,7-11=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence � , T10710352 J33343 —HJ7 DIAGONAL HIP GIRDER 4 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:19 2017 Page 2 ID:6zllmLrNk el6oOuhJmH5rzNViC-NcwYrwM?H4F 57dJbTVKMRzMsMmsv4bHJILLXNzY4xo LOAD CASE(S) Standard Concentrated Loads(lb) Vert:14=115(F=58,B=58)16=-79(F=-39,B=-39)17=105(F=52,B=52)18=6(F=3,B=3)19=-51(F=-25,B=-25) n 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 lmss 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 fyliTe 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 Job T uss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710353 J33343 —HJ8 DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:20 2017 Page 1 I D:6z11 mLrNk_el 6oOuhJmH5rzN V C-roUw2GMd2OOdGCV9B 1 Zve WO5m—LeZMRYP5v3pzY4xn -2-9-15 -Or2�4 3-6-5 7-5-1 9-10-1 2-7-11 0-2-4 3-6-5 3-10-12 2-5-0 Scale=1:27.9 2x4 II 6 7 3x4 18 5 4.24 12 v dr N 5x6 — 17 1x4 II 16 4 20 21 10 9 2 3 1 x4 I I 3x6 = N _ 2x4— c e C 19 m 11 1 o d 1x4 II 2x4 II 3x4 = -0- 11 3�-5 7-5-1 9-10-1 0- -11 3-6-5 3-10-12 2-5-0 Plate Offsets(X Y)— 13:0-2-9.0-0-41 f4:0-3-0 0-1-101 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 0.99 Vert(LL) 0.29 11 >393 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.56 11 >203 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.21 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:51 Ito FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=542/0-10-15,12=0/Mechanical,9=469/Mechanical Max Horz 3=-620(LC 25),12=721(LC 24) Max Uplift 3=-407(LC 8),9=-190(LC 8) Max Grav 3=832(LC 28).9=513(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-678/222,2-3=-664/227,4-14=-319/85,4-5=875/276 BOT CHORD 4-10=-305/779,9-10=-306/781 WEBS 1-12=-209/721,5-10=-79/298,5-9=-989/401 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber „ DOL=1.60 plate grip DOL=1.60 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)except Gt=lb) 3=407,9=190. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 138 lb up at 1-3-15,120 Ito down and 138 Ito up at 1-3-15,96 lb down and 40 lb up at 4-1-14,138 Ito down and 57 Ito up at 4-1-14,and 149 lb down and 106 lb up at 6-11-13,and 188 lb down and 132 Ito up at 6-11-13 on top chord,and 92 lb down and 95 lb up at 1-3-15,92 lb down and 95 lb up at 1-3-15,40 lb down and 18 lb up at 4-1-14, at 4-1-14,and 58 Ito down and 28 lb up at 6-11-13,and 19 lb down at 6-11-13 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 Ml1.7473 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 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 City Ply J33343 GHO Lot 44 Buchanan Residence T10710353 J33343 —HJ8 DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:20 2017 Page 2 I D:6z11 mLrNk_e16oOuhJmH5rzNUC-roUw2GMd200r)GCV9B 1 ZveWO5m_LeZMRYP5v3pzY4xn LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-6=-70,6-7=-30,11-13=-20,4-8=-20 Concentrated Loads(Ib) Vert:16=115(F=58,B=58)17=-6(F)18=-91(F=-68,B=-23)19=105(F=52,B=52)20=-10(B)21=-44(B) ®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 properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qry Ply J33343 GHO Lot 44 Buchanan Residence � T10710354 J33343 A01 Hip 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:21 2017 Page 1 I D:6zl l mLrNk_e l6oOuhJmH5rzNU C-J?21GcNGphWiiLQmhjuYoRs2hxAQENvlam3gSbFzY4xm 22-7-12 8-0- 147-0 22A-4 22- 0 28A. 34-1-5 39-3-7 45-0-0 8-0.12 6.64 7-9A 0-1-2 5-8-13 543-13 12-1 's 0-1-12 5x8= Scale=1:83.5 6.00 12 5 3x12 2x4 I I 6 3x6 4 2x4 II 3x6 3x4 3 7 8 2 3x4 9 1 0 0 rr 8 14 vI 29 17 30 16 15 31 0 22 21 20 19 3x4 = 4x6 = 6x8 = 13 12 11 0 3x6 _ 3x6 = 3x4 II 2x4 II 2x4 II 3x8= 3x6 = 4x8 M18SHS= 6x8 = 22-7-12 B-0.12 147-0 1 7- 22-4 22 0 28-4-9 341-5 3 1- 39-3-1 45-0-0 8-0-12 6-6-4 -0. 6-9-0 0-1-2 5-8-13 5-8-13 -0-0 4-2-2 543-9 0-1-12 Plate Offsets(X Y)-- 111:0-3-8 0-1-81 114:0-2-8 0-3-01 118:0-2-12 0-2-121 122:0-3-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.35 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.92 17-18 >585 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.33 10 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:273 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 2850F 1.8E*Except* BOT CHORD Rigid ceiling directly applied. Except: 4-20,8-12:2x4 SP No.3,19-21:2x4 SP No.2 10-0-0 oc bracing:18-20,12-14 WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 5-18,6-17,6-14 18-22,11-14:2x4 SP 2850F 1.8E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [Installation guide. REACTIONS. (lb/size) 1=204710-8-0,10=2049/0-8-0 Max Horz 1=-469(LC 6) Max Uplift 1=-662(LC 8).10=-658(LC 8) Max Grav 1=2138(LC 13),10=2171(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3890/1213,2-4=-4 0 4 711 2 9 7,4-5=-4175/1531,5-6=-279711053,6-8=-5211/1750, 8-9=-507111558,9-10=-4060/1234 BOT CHORD 1-22=-940/3696,4-18=-617/366,17-18=-399/2583,15-17=-712/3203,14-15=-712/3203, 8-14=-471/281,10-11=-994/3522 WEBS 2-22=-6351234,18-22=-90713683,5-18=-707/1973,6-17=-1409/488,6-15=0/303, 6-14=-682/1976,11-14=-974/3560,9-14=-197/1075,9-11=-1108/358,5-17=-333/1365 NOTES. 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)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,with BCDL=1 O.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=662,10=658. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7477 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 rp building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing - IYI is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 7 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710355 J33343 A02 Hip 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:22 2017 Page 1 I D:6z11 mLrNk_e16oOuhJmH5rzNVi C-nBbgTxOua?eZyaLtHc31_3boHagv6Llk?ja?7hzY4xl -0-2-8 47-0-0 r2-0-0 8-0-12 14-7-0 11 21-0-0 24-0-0 i 29-0-11 34-1-5 i 39-3-7 i 45-0-0 45-a-8 1-9-8 8-0-12 6-6-4 6-5-0 3-0-0 5-0-11 5-0-11 5-2-1 5-8-9 0--8 r 0-2-8 1-9-8 Scale=1:90.2 5x5 = 5x5= 6.00 12 6 7 2x4 II • 46 i g 5 3x6 46 3x6 9 3x6 o 3 4 10 3x6 o 11 2x4 II 2x4 II 2x4 II 2x4 II 2x4 — 0 2x4 = o r 1— 2 1 20 39 19 18 17 12 13 ro I d 7 o 24 6 25 23 22 3x8 = 4x6 = 3x8 = 16 15 14 d 4x6 3x6 = 3x4 II 3x4 I 3x8 = 4x6= = 6x8= 7x8= 6x8 M18SHS= 8-0-12 14-7-0 1 -7- 21-0-0 24-0-0 29-0-11 34-1-5 3 -1 39-3-7 45-0-0 8-0-12 6-6-4 -0- 5-5-0 3-0-0 5-0-11 5-0-11 -0- 4-2-2 5-8-9 Plate Offsets(X Y)-- T6.0-2-8 0-2-41 T7:0-2-8 0-2-41 T14:0-3-8 0-1-81 T17 0-6-4 0-4-121 T21:0-5-8 0-4-121 T25:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.39 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.00 18-20 >541 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.43 12 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:291 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1`Except" BOT CHORD Rigid ceiling directly applied. Except: 2-24,22-24:2x4 SP No.2,5-23,9-15:2x4 SP No.3 10-0-0 cc bracing:21-23,15-17 WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 5-20,9-18,7-20,7-18 21-25,14-17:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer [Installation guide. REACTIONS. (Ib/size) 2=2191/0-8-0,12=2194/0-8-0 Max Horz 2=483(LC 7) Max Uplift 2=-793(LC 8),12=-790(LC 8) Max Grav 2=2267(LC 13),12=2248(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3839/1200,3-5=-4103/1289,5-6=-2872/1056,6-7=-2520/1007,7-8=-3658/1390, 8-9=-3598/1213,9-11=-5094/1571,11-12=-3878/1207 BOT CHORD 2-25=-843/3650,5-21=-211/1082,20-21=-750/3871,18-20=-358/2585,17-18=-1124/4517, 9-17=-258/1118,12-14=-884/3348 WEBS 3-25=-725/243,21-25=-829/3618,3-21=0/300,5-20=-15901528.6-20=-286/979, 8-18=-506/303,9-18=-1691/563,14-17=-886/3399,11-17=-231/1243,11-14=-1216/377, 7-20=-218/361,7-18=-576/1630 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=793,12=790. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. VILME Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 t 1 Job Truss ]HIP russ Type Qty Ply 133343 GHO Lot 44 Buchanan Residence T10710356 J33343 A03 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:24 2017 Page 1 1 D:6zl1 mLrNk_e16oOuhJmH5rzN V C-kaj RudQ85cuHCuVGO15V3Ug55NMJaE11 T136CazY4xj -0-2-8 47-0-0 2-0-0 8-0-12 14-7-0 19-0-0 26-0-0 30-6-10 34-1-5 39-3-7 45-0-0 45--8 1-9-8 11 8-0-12 6-6-4 4-5-0 7-0-0 4-6-11 3-6-11 5-2-1 5-8-9 0--8 0-2-8 1-9-8 Scale=1:90.2 5x8= 5x5 = 6.00 12 6 7 4x6 i 3x10 5 8 3x6% 3x4 I 3 k17 3x6 q 3 3x6 o 11 2x4 II 2x4 II 2x4 2x4 I I 2x4 = 2 2 0 2x4 = o M 1 21 20 39 19 18 t2 13 >r d 25 23 t d 26 2q 3x6= 4x6 = 3x8 = 2x4 II 16 15 14 d _ d 4x6 4x6 _ 3x6 = 3x4 II 6x8= 3x4 II 3x8 = 6x6 = 7x8= 8-0-12 14-7-0 1 -7 19-0-0 26-0-0 30-6-10 34-1-5 3 -1 39-3-7 45-0-0 8-0-12 6-6-4 -0 3-5-0 7-0-0 4-6-11 3-6-11 -0- 4-2-2 5-8-9 Plate Offsets(X,Y)-- I6:0-6-0,0-2-81.17:0-2-8,0-2-41.114:0-3-8,0-1-81.117:0-2-8,0-3-01.f22:0-5-8,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.38 23 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.90 19-21 >601 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.42 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:295 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 5-24,9-15:2x4 SP No.3,12-16:2x4 SP No.1 10-0-0 oc bracing:22-24,15-17 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-21,6-19,8-19 22-26,14-17:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2191/0-8-0.12=219410-8-0 Max Horz 2=441(LC 6) Max Uplift 2=-793(LC 8),12=-790(LC 8) Max Grav 2=2201(LC 13),12=2197(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3760/1204,3-5=-3918/1288,5-6=-3071/1127,6-7=-2695/1057,7-8=-306411126, 8-9=-4803/1636,9-1 1=-47 6711 501,11-12=-3821/1211 BOT CHORD 2-26=-847/3499,5-22=-231/976,21-22=-736/3628,19-21=-461/2841,1 8-1 9=-71 913 323, 17-18=-719/3323,9-17=-3591210,12-14=-888/3325 WEBS 3-26=-681/247,22-26=-845/3438,3-22=0/269,5-21=-1293/449,6-21=-293/1124, 6-19=-278/267,7-19=-2911937,8-1 9=-1 1221422,8-17=-516/1541,14-17=-871/3306, 11-17=-159/954,11-14=-1051/337 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=793,12=790. 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.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 ANSI/TPI7 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 Y � Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence T10710357 J33343 A04 HIP 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:25 2017 Page 1 ID:6zl1 mLrNk_el6oOuhJmH5rzNViC-CmHp5zQmswO8p24SykckciDJjngfJdOAhhogkOzY4xi -0-2-8 47-0-0 -2-0.0 8-0.12 14-7-0 17-0-0 22-6-0 28-0-0 33-0 4 38-8-14 i It__o 45�2-8 1-9-8 8-0-12 6-&4 2-5-0 5-6-0 5-6-0 5-0-0 5-8-10 6-32 0-2-8 1-9-8 Scale=1:90.2 5x8= 6.00 12 2x4 I 5x8 = 4x6 6 7 8 5 3x6 i 4x6 9 3x6 3x6 i 3 4 10 3x6 M 0 11 2x4 2x4 I I II 2x4 II 2x4 2x4 = 2 2 17 122x4= .�T 1 21 39 20 19 18 _ 13 lllrr� o d 26 25 24 23 3x6 = 3x8 = 4x6 = 16 15 14 d 3x6 = 3x4 II 3x6 = 3x4 I 5x6 = 4x6 4x6 = 6x6 = 7x8= 6x8 M18SHS= 17-0-0 8-0-12 14-7-0 1 7- 22-&0 28-0-0 330-0 3 0 38-8-14 450-0 8-0.12 6-G4 -0. 5-6-0 5-6-0 5-0.4 -4 4-&10 6-32 1-5-0 Plate Offsets(X Y)-- f6:0-6-0 0-2-81 f8:0-6-0 0-2-81 117:0-6-0 0-4-121 122:0-5-12 0-4-121 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 0.68 Vert(LL) 0.39 23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.92 17-18 >587 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.44 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:294 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except: 5-24,9-15:2x4 SP No.3 10-0-0 oc bracing:22-24,15-17 WEBS 2x4 SP No.3`Except` WEBS 1 Row at midpt 9-18 22-26,14-17:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer [installation guide. REACTIONS. (lb/size) 2=2192/0-8-0,12=2193/0-8-0 Max Horz 2=399(LC 7) Max Uplift 2=-793(LC 8),12=-790(LC 8) Max Grav 2=2219(LC 13),12=2220(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3762/1205,3-5=-3924/1285,5-6=-3339/1205,6-7=-3143/1170,7-8=-3143/1170, 8-9=-3392/1172,9-11=-4723/1487,11-12=-3822/1212 BOT CHORD 2-26=-848/3503,5-22=-248/1013,21-22=-730/3615,20-21=-56113119,18-20=-568/2958, 17-18=-1019/4207,9-17=-235/1045,12-14=-880/3319 WEBS 3-26=-677/247,22-26=-843/3415,3-22=0/291,5-21=-1239/418,6-21=-325/1126, 6-20=-130/478,7-20=-423/203,8-20=-131/478,8-18=-234/947,9-1 8=-1 593/543. • 14-17=-874/3355,11-17=-130/943,11-14=-1029/332 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load non concurrent 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 100 lb uplift at joint(s)except Qt=lb) 2=793,12=790. 9)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-Verily 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 piiiq��`���iii 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 ANSIITPt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type City Ply J33343 GHO Lot 44 Buchanan Residence e T10710358 J33343 A05 HIP 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:26 2017 Page 1 I D:6zl1 mLrNk_el 6oOuhJmH5rzNViC-gyrBJJ ROdD8?RBffWR7z8vmZoB6Q29SJwLYDGTzY4xh -0-2-8 41-0 -2-0.0 7-9A 15-0-0 1 7 22AA 30-0-0 3-0 37-8-14 45-0-0 4 -e 1-99 7-9-4 7-2-12 0-7- 6-94 7-7-12 - 6-8-10 7-3-2 0-21 1-9-8 Scale=1:90.2 2x4 11 6.00 12 5x5 = 3x6= 5x8 = 5 38 6 7 39 8 4x6 3x6 3x6 i 9 3x6 3x6 3 4 10 11 � • o 2x4 II 2x4 II 2x4 II rl 2x4 II 2x4 = 2 17 2x4= 1 40 20 19 18 12 L o 13 d d 25 24 2322 3x8= 4x6 = 16 15 8x8 = 14 d 4x6 _ 6x8=3x6 = 2x4 11 3x6 =3x4 II 4x6= 46 6x8= 32-0-4 7-9A 15A 1 7 22-4-0 30-M 31-0 37-8-14 45-0-0 7-9-4 T2-12 0-7- 6-9-0 7-7-12 -0. 54L10 7-3-2 1-0-0 Plate Offsets(X,Y)-- f5:0-2-8,0-2-41.f8:0-6-0,0-2-81.117:0-6-0,0-5-121,121:0-5-8,0-3-121,125:0-3-8,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.30 20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.78 20-21 >690 180 BCLL 0.0 Rep Stress Incr YES WE 0.69 Horz(TL) 0.29 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:288 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 285OF 1.8E`Except' BOT CHORD Rigid ceiling directly applied. Except: 9-15:2x4 SP No.3 10-0-0 oc bracing:15-17 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 14-17,21-25:2x6 SP DSS,11-17,3-21:2x4 SP 2850F 1.8E be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation Quide. REACTIONS. (lb/size) 2=218610-8-0,12=2191/0-8-0 Max Horz 2=-357(LC 6) Max Uplift 2=-794(LC 8),12=-792(LC 8) Max Grav 2=2235(LC 13),12=2232(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3851/1227,3-5=-3828/1254,5-6=-3694/1316,6-8=-3694/1316,8-9=-3640/1271, 9-11=-4233/1368,11-12=-3838/1220 BOT CHORD 2-25=-876/3579,20-21=-696/3470,18-20=-683/3259,17-18=-839/3695,9-17=-278/1027, 12-14=-875/3311 WEBS 3-25=-535/220,5-20=-173/746,6-20=-584/287,8-20=-187/715,8-18=-273/1048, 9-18=-1149/388,14-17=-883/3293,11-17=-16/554,11-14=-777/282,5-21=-196/947, 21-25=-885/3616 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed fora 10.0 psf bottom chord live load non concurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=794,12=792. 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. IIIIIIIII _ ®WARNING-Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall `' ■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply J33343 GHO Lot 44 Buchanan Residence � T10710359 J33343 A06 HIP 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:29 2017 Page 1 I D:6zl l mLrNk—e 16oOuhJmH5rcNViC-4XXKxLTHw8WZIfOEBahgmYN_7063FXGmcJmttnzY4xe -0-2-8 47-M -2.0.0 2-7-0 6-2-0 9-2-0 1340.0 47-0 19-8-12 2410.8 29-0-4 32-0-0 38-2-12 45-0-0 4 -e 1-9-8 2-7-0 3-7-0 3-0-0 3-10-0 1-7-0 5-1-12 5-1-12 4-1-12 2-11-12 6-2-12 6-94 0--8 0-2-8 1-9-8 Scale=1:90.2 6.00 12 6x6 = 3x4 11 4x4 = 4x6 = 4x8 = 3x4 II 6x8 — 3x6 7 8 46 9 10 11 47 12 13 ' 3x6 3x6 3x6 56 14 3x6 q 15 n 0 2x4 I I 2x4 I I 7 2x4 II 2x4 II 2x4 = 2 3 7 23 16 2x4 = a 1 7x6 = 33- 32 3- 26 25 24 17 C? 28 6 4 2x4 I 3x6 = 30 29 4x4 = 46= 22 21 20 19 18 d 4x6 =2x4 II 5x8 = 6x8= 2x4 6x8=3x4 II 4x6 = 4x6= 3x4 II 4x8= 2x4 II 5x6 = 15-7-0 32-0-0 2-7-0 6-2-0 9-2-0 12-9-0 14-7-0 19-8-12 2410 8 29-0-4 3 38-2-12 45-0-0 2-7-0 3-7-0 3-0.0 3-7-0 1-10-0 4-1-12 5-1-12 4-1-12 -0- 6-2-12 6-9-0 1-0-0 1-11-12 Plate Offsets(X Y)— 13:0-1-8 0-2-51 17:0-3-0 0-2-71 (13:0-2-8,0-3-01.f23:0-2-12 0-2-01 127:0-2-12 0-4-41 131:0-2-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(ILL) 0.30 3-33 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.70 3-33 >773 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.45 16 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-AS Weight:677 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 1.8E*Except* TOP CHORD Structural wood sheathing directly applied. 7-10,10-13:2x6 SP DSS BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP DSS*Except* 6-0-0 oc bracing:27-29,21-23 2-34,3-31:2x4 SP 285OF 1.8E,7-30,8-29,12-21:2x4 SP No.3 28-30:2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2250/0-8-0,16=2140/0-8-0 Max Horz 2=314(LC 7) Max Uplift 2=-803(LC 8),16=-779(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-42=-916/383,3-4=-4808/1495,4-6=-4068/1333,6-7=-3554/1220,7-8=-3624/1255, 8-9=-3640/1260,9-11=-4244/1450,11-12=-3823/1309,12-13=-3795/1303, 13-15=-3308/1139,15-16=-3934/1242 BOT CHORD 3-33=-1155/4394,32-33=-1157/4401,31-32=-880/3558,7-31=-344/0,26-27=-1020/4244, 24-26=-1044/4324,23-24=-1044/4324,20-21=-76/278,18-20=-907/3446, 16-18=-907I3446 WEBS 6-32=-137/533,6-31=-631/248,9-27=-921/263,9-26=01284,20-23=-715/3255, 13-23=-700/2860,13-20=-1553/320,15-20=-756/297,15-18=0/270,29-31=-59/261, 27-31=-690/3141,7-27=-418/1593,4-33=-58/352,4-32=-1049/339.11-23=-790/228 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:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=9.Opsf;BCDL=3.Opsf;h=15ft;B=45ft;L=45ft;eave=6ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)Plates checked for a plus or minus 0 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) _omiWed on page 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 iii��.��� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �'�'�,k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss ]�H russ Type Qty Ply J33343 GHO Lot 44 Buchanan Residence f J33343 A06 IP 1 Job Reference(optional) T10710359 East Coast Truss, Ft.Pierce,FL 34946 8.100 s Jan 9 2017 MiTek Industries,Inc. Thu Mar 23 09:58:29 2017 Page 2 I D:6zi l mLrNk_e 16oOuhJmH5rzN V C-4XXKxLTHw8WZIfOEBahgmYN_7063FXGmcJmttnzY4xe NOTES- 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev.1010312015 BEFORE USE. r' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not p` 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