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HomeMy WebLinkAboutTruss Drawing Nil® 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: 503494 - detached garage MITek USA, Inc. Site Information: 6904 Parke East Blvd. Tam a,FL 33610-4115 Customer Info: Trefelner Construction Project Name: Huff Model: Detached Garags Lot/Block: Subdivision: Address: 10518 Oakbridge Ct. 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 8.0 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 10 individual, dated 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. No. I Seal# Truss Name Date n 1 IT9906805 ICJ01 11/18/16 12 I T9906806 I CJ02 11/18/16 k-.,.3 3 IT9906807 ICJ03 11/18/16 14 I T9906808 I CJ05 1 11/18/16 15 I T9906809 1 H01 1 11/18/16 16 I T9906810 1 H02 1 11/18/16 1 REVIEWED BY: 17 IT9906811 1 H03 1 11/18/16 18 I T9906812 1 H04 1 11/18/16 1 19 I T9906813 I J01 1 11/18/16J .3--2 `� 110 I T9906814 I T01 1 11/18/16 1 TODD N. SMITH, P.E. FL PE #42082 The truss USA,Inc. under my direct supervs)referenced ision on based on the parameters ve have been prepared by MiTek ����`�0-lusi LF��iis� provided by Tibbetts Lumber Company-Palm Bay. "N ;3 Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE' The seal on these truss component designs is a certification �� STATE OF .•� .that the engineer named is licensed in the jurisdiction(s)identified and that the O . �� designs(e.g., comply with ANpSI/TPI 1. These designs are based uponparameters �,sn�..c� O R 1 O shown e. loads,supports,dimensions,shapes and design codes),which were ,.given to MiTek. Any project specific information included is for MiTek's customers 'file reference purpose only,and was not taken into account in the preparation of ®i e�11N A®�,,to these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Julius Lee PE No.34869 r should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: November 18,2016 Lee,Julius 1 of 1 Job Truss Truss Type City Ply detached garage • T9906805 503494 CJ01 Corner Jack 8 1 Job Reference(optional) Tibbetts Lumber Co, Palm bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:14 2016 Page 1 I D:VNcCoaJspzpSRaFkL_PJA7yLY4J-ap?DmmTBP5_?Ohn8DKQmOyvlFwjYLFNbpXLIPyHzG? -1-4-0 1-0-0 1-4-0 1-0-0 Scale=1:6.7 3 r r M 5.00 F12 2 dr 0 i o � v 6 1 4 3x4= 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:5lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-0/Mechanical,2=157/0-8-0,4=-12/Mechanical Max Horz 2=68(LC 12) Max Uplift 2=-187(LC 12),4=-12(LC 1) Max Grav 3=17(LC 12),2=157(LC 1),4=39(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;13=4011t;L=30ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) 2=187. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE 11,111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component-not a truss system.Before use,the building designer must verify the applicability of design parameters and 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type aty Ply detached garage • T9906806 503494 CJ02 Diagonal Hip Girder 4 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:15 2016 Page 1 I D:V NcCoaJspzpSRaFkL_PJA7yLY4J-2?Ybz6U mAP7s?qM Lm2x?NCVOCfAzHj9XgTGvgsyHzG_ 1-10-10 5-2-9 9-10-1 1-10-10 5-2-9 4-7-8 Scale=1:22.1 4 Io 3.54 FIT 13 3x4 3 12 N N O m • N 11 2 1 14 15 7 16 6 2x4= 2x4 11 4x5=5 2x4= 5-2-9 9-8-9 9-1q-1 5-2-9 4-6-0 0-1-8 Plate Offsets(X,Y)-- (2:Edge,0-0-61 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:42 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=126/Mechanical,2=416/0-10-15,6=317/Mechanical Max Horz 2=200(LC 8) Max Uplift 4=-118(LC 8),2=-197(LC 8),6=-70(LC 8) Max Grav 4=126(LC 1),2=470(LC 28),6=336(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-866/186 BOT CHORD 2-7=262/797,6-7=-262/797 WEBS 3-7=0/266,3-6=-844/277 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft B=40ft;L=30ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Ot=lb) 4=118,2=197. 6)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)99 Ib down and 59 Ib up at 1-4-15,99 Ib down and 59 Ib up at 1-4-15,104 Ib down and 66 Ib up at 4-2-15,104 Ib down and 66 Ib up at 4-2-15,and 135 Ib down and 124 Ib up at 7-0-14,and 135 Ib down and 124 Ib up at 7-0-14 on top chord,and 43 Ib down and 14 Ib up at 1-4-15,43 Ib down and 14 Ib up at 1-4-15,17 Ib down at 4-2-15,17 Ib down at 4-2-15,and 37 Ib down at 7-0-14,and 37 Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7) 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 l Uniform Loads(plf) Vert:1-4=54,5-8=-20 Concentrated Loads(lb) Vert:11=117(F=58,B=58)12=-O(F=-0,B=0)13=-74(F=-37,B=-37)15=-12(F=-6,B=-6)16=-63(F=-32,B=32) s' ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek(g)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 0 building design. Bracing Indicated is to prevent buckling of indfvkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institule,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply detached garage • T9906807 503494 CJ03 Corner Jack 8 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:15 2016 Page 1 ID:VNcCoaJspzpSRaFkL_PJA7yLY4J-2?Ybz6UmAP7s?gMLm2x.?NCV4VfF3HoUXgTGvqsyHzG_ -1-4-0 3-0-0 1-4-0 3-0-0 Scale=1:10.9 3 5.00 12 8 r; o N 2 1 4 2x4 3-0-0 3-0-0 Plate Offsets(X,Y)-- (2:0-0-2,0-0Plate Offsets(X,Y)-- 0-2,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 240 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 Wind(LL) 0.00 4-7 >999 240 Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=61/Mechanical,2=197/0-8-0,4=32/Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-48(LC 12),2=-159(LC 12) Max Gram 3=66(LC 17),2=197(LC 1),4=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.opsf;h=15ft B=40ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(l)1-8-0 to 2-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) 2=159. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11--7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.TNs 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 v building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply detached garage ' T9906608 503494 CJ05 Corner Jack 8 1 Job Reference(optional) Tibbetts Lumber Cc, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:16 2016 Page 1 I D:V NcCoaJspzpSRaFkL_PJA7yLY4J-W C6_BSUOxiFjd_wXKISEwQ2BX3WjOFkg270SL1yHzFz 1-4-0 5-0-0 140 500 Scale=1:15.0 3 5.00 12 B O N 2 1 4 3x4= 5-0-0 J 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.07 4-7 >879 240 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 Wind(LL) 0.06 4-7 >999 240 Weight:18lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=113/Mechanical,2=264/0-8-0,4=60/Mechanical Max Harz 2=156(LC 12) Max Uplift 3=-99(LC 12),2=-172(LC 12) Max Grav 3=121(LC 17),2=264(LC 1),4=87(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=40ft;L=30fh eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Ot=lb) 2=172. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.10/03&015 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 n��Tek, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �V Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply detached garage ' T9906809 503494 H01 Hip Girder 2 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:17 2016 Page 1 I D:V NcCoaJspzpSRaFkL_PJA7yLY4J-_OgMOoVohoNZF8VjuSzTSdaHaSgElaHgHnl?ukyHzFy -1-4-0 7-0-0 12-4-9 17-7-7 23-0-0 30-0-0 31.4-0 1-4-0 7-0-0 5-4-9 5-2-13 5-4-9 7-0-0 1-4-0 Scale=1:53.2 6x6= 2x4 11 3x8= 5x5= 5.00 FIT 3 18 19 4 20 21 22 23 24 5 25 26 6 r> cb 2 7 Y1 B 1v o � 13 27 28 12 29 11 30 31 10 32 33 9 4x8= 2x4 I I 6x8 MT20HS= 2x4 11 4x5= 4x8= 4x10= 7-0-0 12-4-9 17-7-7 23-0-0 30-0-0 7-0-0 5-4-9 5-2-13 5-4-9 7-0-0 Plate Offsets(X Y)-- (2:0-1-13 0-0-41 (3:0-3-0 0-2-91 (7:0-1-9 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) tided Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.29 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.68 10-12 >526 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.17 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.38 10-12 >935 240 Weight:174lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP DSS'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc pudins. 3-6:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. BOT CHORD 2x6 SP DSS WEBS 1 Row at midpt 5-9 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2273/0-8-0,7=2299/0-8-0 Max Horz 2=118(LC 7) Max Uplift 2=-1030(LC 8),7=-1059(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5269/2181,3-4=-6555/2850,4-5=-6550/2846,5-6=4801/2116,6-7=-5340/2254 BOT CHORD 2-13=-1868/4810,12-13=-1866/4777,10-12=2678/6567,9-10=2678/6567, 7-9=-1935/4875 WEBS 3-13=29l718,3-12=885/2117,4-12=-686/560,5-10=0/424,5-9=2081/856, 6-9=-412/1535 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15fh B=40ft L=3011;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever 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)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)except Qt=lb) 2=1030,7=1059. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 lb down and 169 lb up at 7-0-0,147lb down and 163 lb up at 9-0-12,147lb down and 163 lb up at 11-0-12,147lb down and 163 lb up at 13-0-12,147 lb down and 163 lb up at 15-0-0,147 lb down and 163 lb up at 16-11-4,147 lb down and 163 lb up at 18-11-4,and 147lb down and 163 lb up at 20-11-4,and 211 lb down and 319 lb up at 23-0-0 on top chord,and 359 lb down and 78 lb up at 7-0-0,85 lb down at 9-0-12,85 Ib down at 11-0-12,85 lb down at 13-0-12,85 lb down at 15-0-0,85 Ib down at 16-11-4,85 lb down at 18-11-4,and 85 Ib down at 20-11-4,and 3591b down and 78 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev 1010312015 BEFORE USE. Design valid for use only will)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 paramelers 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply detached garage ' T9906809 503494 H01 Hip Girder 2 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:17 2016 Page 2 ID:VNcCoaJspzpSRaFkL_PJA7yLY4J-_OgMOoVOhONZFBVjuSzTSdaHaSgElaHgHnl?ukyHzFy LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-6=-54,6-8=-54,2-7=-20 Concentrated Loads(Ib) Vert:3=110(B)6=-159(B)13=-354(B)9—354(B)18=-11O(B)19=-11O(B)20=-11O(B)22=-11O(B)24=-11O(B)25=-11O(B)26=-11O(B)27=-66(B)28=-66(B) 29=-66(B)30=-66(B)31=-66(B)32=-66(B)33=66(B) ®WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/012015 BEFORE USE. *� Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall +/�g building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply detached garage ' T9906810 503494 H02 ATTIC 2 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:18 2016 Page 1 I D:V NcCoaJspzpSRaFkL_PJA7yLY4J-SaEkbBW eSKVQsl4wSAUi?r7TW s7BU3OzW RVZQAyHzFx 13-0-0 17-8-5 -7 9-0-1 -10- 12-3-11 12711 17-' 0 17- 20-1-12 20-11-15 24-6-9 30-0-0 311-0 3-6-10 -12.1 2-5-7 0-4-0 4-0-0 0-4-5 2-5-7 -10-8 3., 0-4-5 5-5-7 1-4-0 0-4-5 0-4-0 Scale=1:55.0 7x8=6x6= 6x6= 7x8= 4 5 25 26 27 28 6 7 7x8 i 5.00 F12 7x8 8 P2 3 23 N `� �24 21 2 10-0-0 9 y 1 101v 0 0 16 15 14 13 12 11 4x5= 2x4 17x8= 3xi0 II 2x4 II 4x5= 3x10 11 7x8= 5-5-7 9-0-1 10-4 20-1-12 2 -11-15 2%- 9 30-0-0 5-5-7 3-6-10 -10-3 10-3-8 -10-3 3-6-10 5-5-7 Plate Offsets(X,Y)-- [2:0-3-1,0-0-2],[3:0-4-0,0-3-4],[4:0-4-0,0-3-13],[5:0-3-0,0-4-4],[6:0-3-0,0-4-4],[7:0-4-0,0-3-13],[8:0-4-0,0-3-4],[9:0-3-1,0-0-2],[12:0-2-12,0-4-8], [15:0-2-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.31 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.62 13-14 >578 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.17 13-14 >999 240 Weight:184lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. 1-3,8-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-13 oc bracing. BOT CHORD 2x6 SP No.2'Except' MiTek recommends that Stabilizers and required cross bracing 12-15:2x6 SP DSS be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.2 Installation guide. REACTIONS. (lb/size) 2=1330/0-8-0,9=1330/0-8-0 Max Horz 2=144(LC 10) Max Uplift 2=-493(LC 12),9=-493(LC 12) Max Grav 2=1551(LC 18),9=1551(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3408/1213,3-4=3180/1077,7-8=-3178/1077,8-9=-3407/1213,4-5=-2952/1049, 5-6=-3273/1081,6-7=-2949/1049 BOT CHORD 2-16=-992/3211,15-16=993/3206,14-15=832/3244,13-14=-812/3306,12-13=839/3224, 11-12=-1015/3097,9-11—1013/3102 WEBS 3-15=282/282,5-14=0/1337,6-13=0/1336,8-12=-282/281,4-15=873/1421, 7-12=-873/1420,5-15=-1951/625,6-12=-1949/626 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=40ft;L=30ft eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-0-1,Exterior(2)9-0-1 to 25-2-14,Interior(1)25-2-14 to 31-4-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).4-5,5-6,6-7; Wall dead load(5.Opsf)on member(s).5-14,6-13 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=493,9=493. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek8 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,seeANSi/TPI1 Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply detached garage ' T9906811 503494 H03 ATTIC 2 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:19 2016 Page 1 I D:V NcCoaJspzpSRaFkL_PJA7yLY4J-wno6pUXGDdd H USf6?tOxY2gaxGUwDYK715E6ydyHzFw 18-11-15 12-7-11 17-8-5 9-to-4 11-0-1112-3-11�19-0-0 17-0-0 1T-_' 20-1-12 24-6-9 30-0-0 31-4-0i 41 0 5-5-7 41-13 1-1-13 1-310 4-0-0 0-4-5 1-3-10 1-1-13 4-4-13 5-5-71:55.0 0-4-0 0-4-0 4x8= 4x8= 4x6 II 6 4x6 II 4 5 23 2425 26 7 7x6 , 5.00 12 <20 21 7x6 3 B 6 v v a 19 22 2 10-0-0 9 rill 101a 0 0 14 13 12 11 4x5= 2x4 11 8x8= 8x8= 2x4 11 4x5= 5-5-7 9-10-4 20-1-12 24-6-9 30-0-0 5-5-7 4-4-13 10-3-8 4-4-13 5-5-7 Plate Offsets(X,Y)-- [2:0-3-1,0-0-2],[3:0-4-0,0-3-4],[4:0-5-9,Edge],[5:0-4-6,0-0-0],[6:0-4-6,0-0-0],[7:0-5-9,Edge],[8:0-4-0,0-3-4],[9:0-3-1,0-0-2],[12:0-3-8,Edge],[13:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.36 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.70 12-13 >514 240 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(TL) 0.09 9 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.16 12-13 >999 240 Weight:169lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 1-3,8-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing. BOT CHORD 2x6 SP DSS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1326/0-8-0,9=1326/0-8-0 Max Horz 2=172(LC 10) Max Uplift 2=-494(LC 12),9=-494(LC 12) Max Grav 2=1556(LC 18),9=1556(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3410/1199,3-4=-3082/957,4-5=2621/967,6-7=-2621/967,7-8=-3082/957, 8-9=3408/1199,5-6=2734/954 BOT CHORD 2-14=-982/3245,13-14=979/3248,12-13=-638/2771,11-12=-1000/3116, 9-11=-1003/3114 WEBS 3-13=-589/415,4-13=-19/940,7-12=19/940,8-12=-589/415 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=40ft;L=30ft;eave=4ft Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-0-1,Exterior(2)11-0-1 to 23-2-14,Interior(1)23-2-14 to 31-4-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)The Fabrication Tolerance at joint 13=8%,joint 12=8% 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).4-5,6-7,5-6; Wall dead load(5.Opsf)on member(s).4-13,7-12 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-13 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=494,9=494. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312016 BEFORE USE. Design valid for use only with MITeM 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 property incorporate lhis design Into the overall balding 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 tracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply detached garage T9906812 503494 H04 ATTIC 2 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:21 2016 Page 1 ID:VNcCoaJspzpSRaFkL_PJA7yLY4J-t9wsE9YXIFt?jlpV712QdTly5491hS?PCPjD1 VyHzFu 13-0-0 17-" -1-4-0 5-5-7 9-1 0-4 12-3-11 12r7 11 17-0-0 -_: 20-1-12 24-6-9 30-0-0 31-4-0 l 1-4-0 5-5-7 4-4-13 2-5-7 0-4-0 4.0-0 0-4-5' 2-5-7 4-4-13 5-5-7 1-To 0-4-5 0-4-0 Scale=1:54.1 &B MT20HS= 6x8 MT20HS zz 3x4 11 5 21 22 6 4x6 II 4 x6 II 4 7 20 23 7x8i 5.00 12 7x8 co °' V N 19 24 2 10-0-0 9 a 1 101v 6 6 14 13 12 11 45= 2x4 11 Bx8= Bx8= 2x4 11 45= 5-5-7 9-1 0-4 20-1-12 24-6-9 30-0-0 4-4-13 10-3-8 4-4-13 5-5-7 Plate Offsets(X,Y)-- f2:0-3-1,0-0-21,(3:0-4-0,0-3-4),(4:0-5-9,Edge),(7:0-5-9 Edge),(8:0-4-0,0-3-4),(9:0-3-1,0-0-2),[12:0-3-8,Edge],(13:0-3-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.54 12-13 >669 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -1.10 12-13 >329 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.31 12-13 >999 240 Weight:178lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS`Except TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. 1-3,8-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing. BOT CHORD 2x6 SP DSS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1326/0-8-0,9=1326/0-8-0 Max Horz 2=200(LC 11) Max Uplift 2=-494(LC 12),9—494(LC 12) Max Grav 2=1553(LC 18),9=1553(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3—3422/1158,3-4=-2906/885,4-5=-2405/895,5-6=-2493/912,6-7=2405/895, 7-8=2906/885,8-9=-3419/1159 BOT CHORD 2-14=-946/3283,13-14=-944/3284,12-13=-549/2532,11-12=964/3131,9-11=967/3130 WEBS 3-13=-817/474,4-13=-54/1041,7-12=-54/1041,8-12=-816/474 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=401t;L=30ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-0-0,Exterior(2)13-0-0 to 17-0-0,Interior(1)21-2-15 to 31-4-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The Fabrication Tolerance at joint 13=16%,joint 12=16% 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Ceiling dead load(5.0 psi)on member(s).4-5,5-6,6-7; Wall dead load(5.0psf)on member(s).4-13,7-12 9) Bottom chord live load(40.0 psi)and additional bottom chord dead load(5.0 psi)applied only to room.12-13 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=494,9=494. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MR-EK REFERANCE 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.Addilional 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 fabricallom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply detached garage T9906813 503494 J01 Jack-Open 18 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:21 2016 Page 1 I D:V NcCoaJspzpSRaFkL_PJA7yLY4J-t9wsE9YXl Ft?jl pV712QdTlwJ49chW zPC Pj D 1 VyHzFu 1-4-0 7-0-0 1-4-0 7-0-0 Scale=1:19.0 3 5.00 12 o d, 9 7 rb 0 N 8 2 1 4 3x4= 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.10 4-7 >871 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.28 4-7 >300 240 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-MS Wind(LL) 0.18 4-7 >466 240 Weight:24lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=164/Mechanical,2=336/0-8-0,4=86/Mechanical Max Horz 2=201(LC 12) Max Uplift 3=-147(LC 12),2=-191(LC 12) Max Grav 3=174(LC 17),2=336(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=4.2psf;BCDL=6.Opsf;h=15ft;6=40ft;L=30ft eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 3=147,2=191. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r 1� t building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply detached garage T9906814 503494 Tot ATTIC 6 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc. Fri Nov 18 11:08:23 2016 Page 1 I D:V NcCoaJspzpSRaFkL_PJA7yLY4J-pY1 dfranHs7jz3ztEj4uiugJ ItrL9H DifjCK5OyHzFs 1-4-0 5-5-7 9-10-4 12-8-14 13,- o 2-0-0 17-0-017r�-2 10 -10 24-6-9 30-0-0 31-4-0 1-4-0 5-5-7 4-4-13 2-10-10 a -2 2 0 0 2-0-0 0-3-2 2-10-10 4-4-13 5-5-7 1-4-0 ' Scale=1:52.4 5x5= 3x6= 6 3x6= 5 7 23 3x8 11 22 16 3x8 11 4 8 2x4 11 7x8 i 5.00 12 0 7x8 3 0 9 v 21 24 2 10-0-0 10 _ �1 11Iv 0 6 15 14 13 12 4x5= 2x4 11 Sx8= SxB= 2x4 11 45= 5-5-7 9-10-4 20-1-12 24-6-9 30-0-0 5-5-7 4-4-13 10-3-8 4-4-13 5-5-7 Plate Offsets(X Y)-- f2:0-3-1 0-0-21 f3:0-4-0 0-3-41 f9:0-4-0,0-3-41,f10:0-3-1,0-0-21,f13:0-3-8,Edge1,f14:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.49 13-14 >735 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.99 13-14 >363 240 BCLL 0.0 Rep Stress[nor YES WB 0.59 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Wind(LL) 0.27 13-14 >999 240 Weight:177lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. 3-6,6-9:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. BOT CHORD 2x6 SP DSS WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1326/0-8-0,10=1326/0-8-0 Max Horz 2=228(LC 10) Max Uplift 2=-494(LC 12),10=-494(LC 12) Max Grav 2=1546(LC 18),10=1546(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3398/1000,3-4=-2954/774,4-5=2470/793,5-6=61/1074,6-7=-61/1073, 7-8=-2470/793,8-9=-2954/774,9-1 0=-3395/1 001 BOT CHORD 2-15=788/3280,14-15=-786/3281,13-14=462/2595,12-13=-818/3107,10-12—820/3106 WEBS 5-16=-3792/910,7-16=-3792/910,8-13=31/1009,9-13=-771/407,4-14=-31/1009, 3-14=-771/407,6-16=-66/373 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft B=40ft L=30ft;eave=4ft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 15-0-0,Exterior(2)15-0-0 to 18-0-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)The Fabrication Tolerance at joint 14=16%,joint 13=16% 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)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-16,7-16; Wall dead load(5.Opst)on member(s).8-13,4-14 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-14 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=494,10=494. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrFEKREFERANCE 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 Iva 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. c1-2 c2a 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves o WEBSZ csb 4 may require bracing,or alternative Tor I c � � � .� p bracing should be considered. O '' 3 3 c0 p 3. Never exceed the design loading shown and never a �° 3 U stack materials on inadequately braced trusses. a_ 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate c�-a designer,erection supervisor,property owner and plates 0-11id, from outside BOTTOM CHORDS all other interested parties. edge Of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 1990 at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for CC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots, 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and s¢e,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings Occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI I: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTekANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate connected Wood Trusses, MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015