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1799 ATLANTIC BEACH DR - TRUSSES Immo R Lumber design values_ate in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. M iTe k� RE: 14366T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Anastasia Lot/Block: 041 Subdivision: Atlantic Beach Address: 1799 Atlantic Beach Dr., . City: . State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo (Pontigo and Assoc.) License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL 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 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 47 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal 2106 Truss Name Date No. Seal# Truss Name Date , I GEB01 10/6/17 118 1112202123}PB04 110/6/17 2 [712202107 J01 1 10/6/17 1_19 dT122021241 PB05 110/6/17 13 1112202108 1 J02 1 10/6/17 120 1112202125 LT01 10/6/17 j 4 1 T122021091 J06 1 10/6/17 121 1 T1 22021 26 1 T02 10/6/17 5 1 T122021101 J11 1 10/6/17 122 1T12202127 1 103 10/6/17 6 1112202111 1J12 1 10/6/17 123 I T12202128 1 104 10/6/17 7 1712202112 J16 _ 110/6/17 124 1T12202129 T05 10/6/17 8 1712202113 J21 1 10/6/17 125 1 T1 22021 30 1 T06 10/6/17 19 1 T1 22021 1 4 1 J22 1 10/6/17 126 1T12202131 1T07 10/6/17 110 712202115 J26 110/6/17 127 1T12202132 1 T08 10/6/17 11 j T12202116 I J32 1 10/6/17 128 1712202133 1 T09 10/6/17 112 112202117 1J36 1 10/6/17 129 1712202134 jT10 10/6/17 13 1 T12202118 1 J46 1 10/6/17 130 1712202135 1111 10/6/17 14 1112202119 j J56 110/6/17.131 1T-12202136 1112 10/6/17 15 17122021201 PB01 10/6/17 111220213711-13 10/6/17 !16 T12202121 P802 10/6/17 132 33 T12202138 I T14 10/6/17 17 1T12202122 PB03 1 10/6/17 134 1712202139 1-115 10/6/17 The truss drawing(s) referenced above have been prepared by MiTek ���� \LIUS USA, Inc. under mydirect supervision based on theparameters �� •• . P `. ••.� E NS�...• provided by Building Component Supply. Truss Design Engineer's Name: Lee, Julius *•:• 4869 ••/* My license renewal date for the state of Florida is February 28, 2019. _ : -p: II / / • IMPORTANT NOTE: The seai on these truss component designs is a certification : • RE: 14366T0 - Site Information: Customer Info: Toll Brothers Project Name: . Model: Anastasia Lot/Block: 041 Subdivision: Atlantic Beach Address: 1799 Atlantic Beach Dr., . City: . State: FL No. Seal# Truss Name Date 35 T12202140 T16 10/6/17 36 T12202141111-17 10/6/17 37 T12202142 T18 10/6/17 38 T12202143 LT19 10/6/17 39 T12202144 T20 10/6/17 40 T12202145 1 T21 10/6/17 L41 T12202146 I T22 10/6/17 42 T1 22021 47 1 T23 10/6/17 L43 T122021481124 10/6/17 44 T122021491125 10/6/17 45 T12202150 j V01 10/6/17 46 T12202151 (V02 10/6/17 47 T1 22021 52 1 V03 10/6/17 OFFICE COPY 2 of 2 iJob Truss Truss Type r . Qty Ply T12202106 14366T0 GEBO1 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:15:56 2017 Page 1 I D:py8sLaxEQ_mhi8R7EQM VRpz1 NZI-FIuJK9GTF6ngAcyt?b1 gXr8Asi_5GQp7_KkS4EyW DSH 3-6-106-11-8 8-0-0 9-10-2 10-4-6 13-11-0 3-6-10 10-6-44-0-14 I 2-10-10 1-0-8 1-10-2 '0-6-4 3-6-10 Scale=1:23.4 2x4 II 4x5= 4x6= 1 4 = 2 4x5= 3 4 5 t I • 0 k9 8 7 4x6 2x4= 4x6= 4x10= 2x4= 3-6-104-0.141 6-11-8 i 8-0-0 I 9-10-2 10-4-61 13-11-0 3-6-10 0-6-4 2-10-10 1-0-8 1-10-2 '0-6-4 3-6-10 Plate Offsets(X,Y)— 11:0-3-8,0-2-0],15:0-3-8,0-2-0],17:0-2-8,0-2-0],(9:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.72 Vert(LL) 0.09 8-9 >999 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.58 Vert(TL) -0.26 8 >625 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) -0.04 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-5-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1391/0-3-8,6=1391/0-3-8 Max Uplift 10=-1391(LC 3),6=-1391(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1355/1197,1-2=-2663/2654,2-3=-4224/4238,3-4=-4224/4238,4-5=-2663/2654, 5-6=-1355/1197 BOT CHORD 8-9=-2654/2663,7-8=-2654/2663 WEBS 2-9=-1116/703,3-8=-1352/0,4-7=-1116/703,1-9=-2796/2822,2-8=-1731/1706, 4-8=-1731/1706,5-7=2796/2822 NOTES- 1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 2)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1391 lb uplift at Joint 10 and 1391 lb uplift at Joint 6. 4)Load case(s)1,2,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5) Recommend 2x6 strongbacks,on edge,spaced at 16-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 6-11-8 on top chord,and 1038 lb up at 6-11-8 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) 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-10=-10,1-5=-118 Concentrated Loads(Ib) Vert:3=-1038(F) Continued on oaae 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MSTEK REFERANCE PAGE AN-7473 rev.10/03/2015 BEFORE USE mi Design valid for use only with Mi MO:connectors.his 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 indk:ated 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 gtidce regarding the 1 e k fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. SatNy lnformallon avalable from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tempa,FL 33610 Job Truss Truss Type •ty Ply 712202106 14366T0 GEB01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:15:56 2017 Page 2 I D:pyesLaxEQ_mhi8R7EOMVRpz1 NZI-FIu1K9GTF6ngAcyt?b t gXr8Asi_5GOp7_KkS4EyW DS H LOAD CASE(S) 2)Dead:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-10=-10,1-5=-118 Concentrated Loads(Ib) Vert:8=1038(F) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-10=118(F),1-5=10(F) Concentrated Loads(Ib) Vert:8=1038(F) Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Not Design valid for use oily with Mileke connectors.lNs design Is based only urx>n parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appl lcabiilty of design parameters and properly Incorporate this design Into the overall brlalng design. Bracing Indicated Is to prevent buckling of individual thus web and/or chord members only.Addlbrwl temporary and permanent bracing MiTek is always requked for stability and to prevent collapse with possible personal injury and property damage. For general gridance regarding the fabricatton,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl1 Quality Criteria,DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ally Ply 112202107 1436670 J01 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:01 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-cihCNtKc4fP7HOggn8drEvsAZjpPwu9s8cRDIRyW DSC 2-9-3 2-9-3 Scale=1:11.7 3 4.95 12 3x4 2 1 61.11 4 3x4 II 0-3-8 2-9-3 0-3-8 2-5-11 Plate Offsets(X,Y)-- 11:0-1-12,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 4-9 >999 180 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-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=133/0-4-15,3=57/Mechanical,4=26/Mechanical Max Horz 1=46(LC 12) Max Uplift 1=-64(LC 12),3=-44(LC 12),4=-26(LC 12) Max Gray 1=133(LC 1),3=57(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;cantilever left exposed;porch 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 64 lb uplift at joint 1,44 lb uplift at joint 3 and 26 lb uplift at joint 4. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A01-7473 rev.10/93/7015 BEFORE USE. , Design valid for use only with Mitek(S connectors.this design is I:v used only a{xtn parameters shown.and Is for an Individual building component,not a truss system.Before use,the bullding 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 Mile k' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Cdfeda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfomrallon avaiade from Truss Plate institute,218 N.Lee Street,SWte 312,Alexandria,VA 22314. Tampa,FL 33610 1Job Truss Truss Type &ty Ply T12202108 14366T0 J02 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:07 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-Rs2TewPNgV9G?JH_BPkFTA5DU8tIKbekWYuYz5yW DS6 2-0-0 2-0-0 Scale:V=1' 7.00 2 p 12 .. ao 1 0, 1 I. 3x5 II 3 10-3-0 I 2-0-0 0-3-0 1-9-0 Plate Offsets(X,Y)— 11:0-0-0,0-0-11,11:0-0-1,0-6-61 11:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=48/Mechanical,3=32/Mechanical,1=80/0-3-8 Max Horz 1=48(LC 12) Max Uplift 2=-40(LC 12),3=-30(LC 12),1=-28(LC 12) Max Gray 2=48(LC 1),3=36(LC 3),1=80(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=S.opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever lett exposed;porch 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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 2,30 lb uplift at joint 3 and 28 lb uplift at joint 1. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent budding 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 possi le personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI1 Quilty Crlterda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Skeet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • try Ply T12202109 14366T0 J06 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:11 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-Jdl_TIStjjgiUwbINFpBe0GpS18XGPeKRAsI6syW DS2 5-6-0 5-6-0 Scale=1:22.0 2 7.00 12 e - 4 Ti)ata 7 1 3x5 111,51411 o 3 5-6-0 3 5-3-0 Plate Offsets(X,Y)-- 11:0-0-0,0-0-11,11:0-0-1,0-6.61,11:0-2-4,0-0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (tort) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.07 3-6 >930 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.14 3-6 >482 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=142/Mechanical,3=76/Mechanical,1=217/0-3-8 Max Horz 1=130(LC 12) Max Uplift 2=99(LC 12),3=4(LC 12),1=-12(LC 12) Max Gray 2=153(LC 17),3=101(LC 3),1=217(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ff;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-4 zone;end vertical lett 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 99 lb uplift at joint 2,4 lb uplift at joint 3 and 12 lb uplift at joint 1. WARNMG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlt-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek©connectors.This design is based only upon parameters shown,and is for an individual[wilding component.not a ITUSS 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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal k3sy and property damage. For general guidarnce regrading the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/WPII Qualify Criteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely In fomwllon avclable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ;Job Truss Truss Type r Sty Ply T12202110 14366T0 J11 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:15 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-COXUJIVOnyA6yXvXc4t7osRW 2MZLCDdwMogzFdyW DS_ 2-9-3 I 2-9-3 Scale=1:16.9 4.95112 2 0 Ui 2x4 I 1 . . m rn vN N IIII 111111 tri 3 4 3x4 I 2-9-3 I 2-8-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=102/0-7-0,2=73/Mechanical,3=29/Mechanical Max Horz 4=88(LC 12) Max Uplift 2=-61(LC 12),3=-10(LC 12) Max Gray 4=102(LC 1),2=73(LC 1),3=50(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left 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 61 lb uplift at joint 2 and 10 lb uplift at joint 3. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. El Design valid for use only with MITek®connectors.TNs design Is based only upon parameters shown,and Is for an Individual balding 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 bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pen nanent bracing MiTek' Is always required to stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding g the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Scdety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandrta VA 22314. Tampa,FL 33610 Job Truss Truss Type (Sty Ply T12202111 14366TO J12 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:19 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-4An?91 YvrBgZR9Cl rwy3zibDjzxO81 cV HPoANOyW DRw 2-0-0 2-0-0 Scale=1:17.1 7.00 12 2 2x4 II 1 11111 • • 4 3 2x4 11 2-0-0 2-0-0 Plate Offsets(X,Y)-- [4:0-2-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/def1 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=74/0-5-8,2=53/Mechanical,3=21/Mechanical Max Horz 4=89(LC 12) Max Uplift 2=-61(LC 12),3=-22(LC 12) Max Gray 4=74(LC 1),2=67(LC 17),3=37(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left 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 61 lb uplift at joint 2 and 22 lb uplift at joint 3. � I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.this design k based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the bullring 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 indMdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stabltty and to prevent collapse with possible personal Injury and property damage. For general grid nce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdtable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 r l Job Truss Truss Type Qty Ply T12202112 14366T0 J16 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:23 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-zxOW?ObPuPA?wmW 34m0?7Ymm6bCb4gc5C 1 mOWAyW DRs 6-0-0 I 6-0-0 Scale=1:29.6 2 • 7.00 FIT 6 m 5 w m ur th N 3X4 II v 1 X 4 3 5x10 MT2OHS I I 6-0-0 I 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.10 3-4 >666 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.19 3-4 >374 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.21 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=232/0-5-8,2=162/Mechanical,3=70/Mechanical Max Horz 4=184(LC 12) Max Uplift 2=-133(LC 12),3=7(LC 12) Max Gray 4=232(LC 1),2=180(LC 17),3=112(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 2 and 7 lb uplift at joint 3. _ t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A01-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITekw 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 applicabllty of design parameters and properly Incorporate this design Into the overall bucking 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 stablitty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Crlt rla,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Intormalion available from Truss Plate institute.218 N.Lee Street,Suite 31Z Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T12202113 1436610 J21 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:30 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-GHx9TohoFZ3?FrYP_kfevOY4uPcvDyV7pdzFGGyW DRI 2-9-3 2-9-3 Scale=1:11.7 2x4 II 3 1 4.9512 2 IC 1 m d 63x5 II ,= ►t 3x5 11 5 4 2-7-5 2-7-5 d-1-14 Plate Offsets(X,Y)— [1:0-0-12,0-1-12],(2:0-3 4,0-0 4],15:0-3-0,0-1-81,(6:0-2-3,0 0 8],16:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) 0.00 5 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.25 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-283/Mechanical,4=-325/Mechanical,5=813/0-5-8 Max Horz 5=43(LC 12) Max Uplift 3=-283(LC 1),4=-325(LC 1),5=375(LC 12) Max Gray 3=118(LC 12),4=140(LC 12),5=813(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-406/827 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left 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 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 3,325 lb uplift at joint 4 and 375 lb uplift at joint 5. 0 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 Mllek/connectors.this design 5 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. Addlbbracing temporary and permanent Ml Tl� ek• is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 GuaNty Criteria,058.89 and BCSI Building Component 6904 Parke East Blvd. Safely information avallcble from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 112202114 14366T0 J22 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:36 2017 Page 1 1 D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-4RJRjrIZgPp9_m?ZL?I29HoA9gmfdjgOBZQaTvyW DRf 2-0-0 2-0-0 Scale:1•=1. 2 r 7.00 12 co 1 ?> rt..16mimp ■ 3x5 11 3 i 2-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-0-11,11:0-0-1,0-4-11,11:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 >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/TP12007 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=50/Mechanical,3=29/Mechanical,1=80/0-5-8 Max Horz 1=48(LC 12) Max Uplift 2=36(LC 12),3=-6(LC 12) Max Gray 2=55(LC 17),3=37(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;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 36 lb uplift at joint 2 and 6 lb uplift at joint 3. 1 � a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valld for use only wllh MlTekbS 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 iT building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adc llonal temporary and permanent tracing Mt Iek• Is always required for stabBlly 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/IPII Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomraflon available Born Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Ory Ply T12202115 114366TO J26 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:42 2017 Page 1 I D:dnLxG1myC66R2ONeZr2lgJzW6tm-vbgi_ugKOFalihTjhFsSOY24JFhh1 PtuZUtuhZyW DRZ 6-0-0 6-0-0 Scale=1:29.9 3 7.00112 2x4 I I 2 8 7 3x4 tO a � 1 �j 11111111111111111 6 2x4 11 s 4 3x4= 3-4-03-�-)2 6-0-0 3-4-0 0- - 2 2-5-4 Plate Offsets(X,Y)-- (1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) 0.02 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) -0.38 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-30/Mechanical,4=-71/Mechanical,5=565/0-5-8 Max Horz 5=184(LC 12) Max Uplift 3=-72(LC 9),4=-74(LC 18),5=-122(LC 12) Max Gray 3=41(LC 10),4=39(LC 10),5=565(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-346/240 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th B=45th L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;cantilever left exposed;end vertical left 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 72 lb uplift at joint 3,74 lb uplift at joint 4 and 122 lb uplift at joint 5. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 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 properly darnage. For general gukkaice regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 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 33610 Job Truss Truss Type Ory Ply T12202116 14366T0 J32 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:46 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-oMvCgGtgUU4kAImUw5xOZODtLsAVzEmUU6r6qKyW DRV 2-0-0 2-0-0 Scale: 3 7.00 12 2x4 II 2 rn 1 0, Eddill 3x5 11111111111 . 2x4 11 5 4 1-8-10 2-0-0 1-8-10 0-3-6 Plate Offsets(X,Y)-- 11:0-0-0,0-0-1),11:0-0-1,0-4-1),[1:0-2-8,0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=-39/Mechanical,4=-68/Mechanical,5=266/0-7-12 Max Horz 5=48(LC 12) Max Uplift 3=39(LC 1),4=-68(LC 1),5.85(LC 12) Max Gray 3=3(LC 10),4=11(LC 8),5=266(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left 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 20.0psf 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. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 3,68 lb uplift at joint 4 and 85 lb uplift at joint 5. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. reill Design valid for use only with MITeke connectors.lhls design is tx-ssed 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 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 possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. ' Sa1Ny information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply T12202117 14366T0 J36 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:51 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-8Kj5tzxzlOil H3fRjeXaGSwh4tjieVYDeOYtVYyWDRQ 5-0-0 6-0-0 5-0-0 1-0-0 Scale=1:23.7 3 3x4 7.001.12 13 ..111II 12 r MT2OHS= 0 1 N 3x5 I 4x5= -3-1 5-0-0 6-0-0 3-1 4-8-4 1-0-0 Plate Offsets(X,Y)-- (1:0-2-8,0-0-3),(1:0-0-1,0-6-6),j1:0-0-0,0 0 1),[6:Edge,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.04 6-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.03 6-11 >999 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.04 4 r1/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. 2-6:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 3=63/Mechanical,4=161/Mechanical,1=251/0-3-8 Max Horz 1=199(LC 12) Max Uplift 3=-51(LC 12),4—149(LC 12),1=-93(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-6=-318/111 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left exposed;porch 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)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at joint 3,149 lb uplift at joint 4 and 93 lb uplift at joint 1. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10032015 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 roust 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 gui dcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and Muss systems.seeANSI/TPI I Quality Crftena,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 33610 Job Truss Truss Type Qty Ply T12202118 14366T0 J46 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:55 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2l gJzW 6tm-15yci L._UM FCSIhyDyUbW QI5LgU9KaJXoZOW 4eJyW DRM 6-0-0 6-0-0 Scale=1:23.7 2 7.00 12 11 ro • a• 4 10 `9 1 5x6= 4 3 -3-1 2-0-10 l 6-0-0 d-3-1 1-8-14 3-11-6 Plate Offsets(X,Y)-- [7:0-0-1,0-0-0),[1:0-6 6,0-0 1),[1:Edge,0-2-0l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.02 3-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)1=0-3-8,4=0-7-12. (Ib)- Max Horz 1=142(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,1 except 4=-156(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,3,1 except 4=259(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left exposed;porch left 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 20.0psf 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. 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)2,1 except(jt=lb) 4=156. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/932016 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 applicablIty 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,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate institute.218 N.Lee Street.Stile 312,Atexandda,VA 22314. Tana,FL 33610 Job Truss Truss Type City 'Ply 112202119 14366T0 J56 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:16:59 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-vsB7Yit_OTjuEIG_BKgSa7F_Z5X3W7WOUeUIn4yW DRI 6-0-0 6-0-0 Scale:1/2'=l' 2 7.00 rV 8 • 7 � e 1 a: hri ►t us 3x5 II 3 6-0-0 6-0-0 Plate Offsets(X,Y)-- 11:0-0-0,0-0-11,[1:0-0-1,0-4-11,[1:0-2-0,0-1-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.09 3-6 >770 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.19 3-6 >381 180 BCLL 0.0 * Rep Stress Inco YES WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Mitek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=142(LC 12) Max Uplift 2=111(LC 12),1=-13(LC 12) Max Gray 2=170(LC 17),3=112(LC 3),1=238(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;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 20.0psf 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. 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)1 except(jt=lb) 2=111. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi leku connectors.This design Is based only upon parameters shown,and Is for an Individual lxrilding component.notMir a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek' 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/IPI l Qualty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalk*4e from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202120 14366T0 PBOI GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:04 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-Gq?ObQ57EOLBL38x_tGdHBzwn6GkBNI7dwC3T1yW DRD 5-9-1 11-6-2 1 5-9-1 5-9-1 Scale=1:22.3 4x5 l i 3 i 7.00 12 i 23 22 2542 w 1111k624 w _ 5 N 11 14 '7 1iss•5:•::•:•: :•:•::❖:�sS•: :•:•:•:•s%:❖:❖:•s•:•:•s4%❖:•:4❖:❖:❖:•s❖:•::•'r'r: r:•'r: .�:�:❖:�5:•s�35:�:�:�5555:�: I 10 9 8 7 6 3x4= 3x4— 1162 11-6-2 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 0.20 Vert(LL) 0.00 5 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) 0.01 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 19 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-9-13. (Ib)- Max Horz 2=90(LC 11) Max Uplift All uplift 100 lb or less at joint(s)8,9,10,7,6 except 2=-108(LC 12),4=-108(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,9,10,7,6 except 2=263(LC 1),4=263(LC 1),2=263(LC 1), 4=263(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-322/180,3-4=-322/181 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 5-9-1,Exterior(2)5-9-1 to 8-9-1 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,9,10,7,6 except(jt=lb)2=108,4=108,2=108,4=108. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verify dr sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IeV3/2015 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 briding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing Milek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general gradcnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Tans Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type dty Ply T12202121 14366T0 PB02 Piggyback 22 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:08 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-8bEXRn8el ErcphSjDj KZS 17cHkg57BojYXAGc3yW DR9 6-5-8 12-11-0 6-5-8 I 6-5-8 Scale=1:24.8 5x6= 4 7.00 12 12 • 2x4 I I 11 52x4 II 3 6 2 '11 A A` 7lo o � 10 9 8 3x4= 2x4 1! 2x4 2x4 I'� 3x4= 12-11-0 12-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 r1/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 7 n/r 120 BCLL 0.0 * Rep Stress Inc/ YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 j Code FBC2014/TP12007 Matrix-S Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-2-11. (Ib)- Max Horz 2=-102(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,6,9 except 10=-125(LC 12),8=-125(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,6 except 9=277(LC 1),10=304(LC 17),8=303(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-10=-290/208,5-8=-290/206 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 6-5-8,Exterior(2)6-5-8 to 9-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,9 except (jt=lb)10=125,8=125. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily with MiTek®connectors.This design Is based only upon parameters shown,and is for on individual[wilding 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 biding 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 properly darnage. For general guidance regarri g the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANS1/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202122 1436610 PB03 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:12 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-1 MU2H9B8MTL2111USYPVctIGILOS3?pJT98UIgyW DR5 6-0-0 6-11-0 12-11-0 6-0-0 0-11-0 6-0-0 Scale=1:25.2 4x10= 3 7.00 FIF 20 2x4 II 19 2x4 II 21 18 4 2 — — 5 v, d d 8 7 6 3x4= 2x4 I I 2x4 2x4 I I 3x4= 12-11-0 12-11-0 Plate Offsets(X,Y)-- [2:Edge,0-0-41,14:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-2-11. (Ib)- Max Horz 2=98(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,4,8,6,7 Max Gray All reactions 250 lb or less at joint(s)2,4,8,6,2,4 except 7=295(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 6-5-8,Exterior(2)6-5-8 to 10-8-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 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 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,8,6,7,2,4. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with Milek®connectors.This design Is used only upon parameters shown,and Is for an kidividual 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 Mile k. is always required for stab4lty and to prevent collapse with posside personal injury and property damage. For general guidance regard ng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanga,FL 33610 • Job Truss Truss Type Oly Ply T12202123 1436610 P804 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:16 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2IgJzW6tm-vBjY6W EfQisUnv3FhOTRmjSyOyOS?pkuOn6hubyW DR 1 4-0-0 8-11-0 12-11-0 4-0-0 4-11-0 4-0-0 Scale=1:22.0 3x6= 3x6= 2x4 I I 3 21 22 4 7.00 12 I - ____ -! 23 20 2x4 II 2x4 I I ■ ro N • 5 2 .4A11111": --- ---_ — A 6 I'9 1Ia e I: 9 8 7 3x4 = 2x4 H 2x4 I I 2x4 3x4 12-11-0 12-11-0 Plate Offsets(X,Y)-- )3:0-4-0,0-2-4I,(4:0-4-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 17 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-2-11. (Ib)- Max Horz 2=-62(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 2=-180(LC 12),5=-180(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,9,7 except 2=347(LC 1),5=347(LC 1),2=347(LC 1), 5=347(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-500/378,3-4=-398/361,4-5=-500/378 BOT CHORD 2-9=-250/398,8-9=-250/398,7-8=-250/398,5-7=-250/398 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 4-0-0,Exterior(2)4-0-0 to 12-7-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 2,180 lb uplift at joint 5,180 lb uplift at joint 2 and 180 lb uplift at joint 5. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 1 e.- 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I-7473 rev.10103!2015 BEFORE USE. Design valid for use only with Madre connectors.Isis 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 bulking 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/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avditabie from Truss Plate institute,218 N.Lee Street,Suite 312,Aiexandda,VA 22314. Tempe.FL 33610 Job Truss Truss Type r Qty Ply T12202124 14366T0 PB05 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:21 2017 Page 1 I D:dnLxGl myC66R2ONeZr2lgJz W 6tm-G5XRAE IoE E UmthxCTx3cTmAhxz4Tg3zdX3gSYoyW DQy 2-0-0 10-11-0 12-11-0 ' 2-0-0 8-11-0 2-0-0 Scale=1:22.0 7.00 12 4x6 2x4 II 2x4 II 2x4 II 4x6 3 20 21 4 2 0 • I I_.�� V i 1 1 5 6 l'4.? N 4 NIII d 9 8 7 3x4 = 2x4 II 2x4 II 2x4 I. 3x4= 12-11-0 I 12-11-0 Plate Offsets(X,Y)-- (2:0-0-5,0-0-0),(5:0-0-5,0-0-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.00 5 rUr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.00 6 Nr 120 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 17 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc puffins. 3-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. BOT CHORD 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 1 Installation guide. I REACTIONS. All bearings 11-2-11. (Ib)- Max Horz 2=-29(LC 10) Max Uplift All uplift 100 lb or less at joint(s)9,7 except 2=-190(LC 8),5=-190(LC 9) Max Gray All reactions 250 lb or less at joint(s)8,9,7 except 2=320(LC 1),5=320(LC 1),2=320(LC 1), 5=320(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-691/534,3-4=-624/493,4-5=-691/536 BOT CHORD 2-9=-441/624,8-9=-441/624,7-8=-441/624,5-7=-441/624 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ff;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-3-11 to 6-2-15,Interior(1)6-2-15 to 10-11-0,Exterior(2) 10-11-0 to 12-7-5 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf 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. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,7 except(Jt=1b) 2=190,5=190,2=190,5=190. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. t tat 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileke 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 IndNFduai 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 miss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safely Information avciable from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202125 14366T0 TOt Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:26 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-d3KKDxMw3m63zSgAGV1nAgtf?_gOLKTNhLXDDOyW DOt 2-0-0 5-6-0 2-0-0 3-6-0 Scale=1:12.9 Special 455= NAILED 2 9 3 7.00 HT — 1 10 4 5 2x4 I I NAILED Special 3x5 II IO-3-OI 2-0-0 5-6-0 0-3-0 1-9-0 3-6-0 Plate Offsets(X,Y)-- [1:0-0-0,0-0-1],[1:0-0-1,0-6-6],[1:0-2-0,0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.16 4-5 >404 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.21 4-5 >312 180 BCLL 0.0 * Rep Stress lncr NO WB 0.05 Horz(TL) 0.14 3 r/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 3=103/Mechanical,4=130/Mechanical,1=231/0-3-8 Max Horz 1=49(LC 8) Max Uplift 3=-75(LC 4),4=-78(LC 8),1=-112(LC 8) Max Gray 3=103(LC 1),4=133(LC 3),1=231(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;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) 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=ib) 1=112. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)88 lb down and 120 lb up at 2-0-0 on top chord,and 17 lb down and 77 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-17(B)10=-12(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi. Design valid for use only with Milek®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 verity the apr licablity of design parameters and properly incorporate this design Into the overall dicing design. Bracing Indicated Is to prevent buckling of individual truss Web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardkng the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII 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 33610 Job Truss Truss Type Qty Ply T12202126 14366T0 T02 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:30 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-VgZr3JPR7?dUS37xVKJJLg1 Lcb5YH8PycyVRMnyWDQp 4-0-0 5-6-0 4-0-0 1-6-0 4x5= Scale=1:18.3 2 '� 3 Ni .,iiiiil 9 0 dD N 1 EA 5 4 2x4 II 355 II3-Q 4-0-0 l 5-6-0 3- 3-9-0 1-6-0 Plate Offsets(X,Y)-- (1:0-0-0,0-0 1),(1:0-0-1,0-6-6),(1:0-2-8,0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.09 5-8 >736 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 5-8 >402 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.09 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP I Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 3=43/Mechanical,4=174/Mechanical,1=218/0-3-8 Max Horz 1=97(LC 12) Max Uplift 3=-31(LC 8),4=-61(LC 12),1=-31(LC 12) Max Gray 3=43(LC 1),4=178(LC 17),1=218(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-5-4 zone;end vertical 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)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)3,4,1. • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/032015 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 balding designer must verity the applicability of design parameters and properly Incort orate 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 stabTlly 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/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safely Information available from Truss Plate institute,218 N.Lee Street,Sate 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202127 14366T0 103 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:34 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-ObpMugSxAD7wxgRikAofV W CSmCZpDynYXaTe W YyW DQI 6-11-8 13-11-0 6-11-8 6-11-8 Scale=1:26.9 5x6= 6 /1 7 5 7.00 12 018 4 el 9 3 111 10 2 01 11 a ....................... .... ..., .... ......,... . ........ . .... . . ..... ..... ....... . . . ..... . . . ............... o 3x4 20 19 18 17 16 15 14 13 12 3x4 13-11-0 13-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-11-0. (Ib)- Max Horz 1=112(LC 11) Max Uplift All uplift 100 lb or fess at joint(s)1,17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,20,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-2-1 to 2-11-8,Exterior(2)2-11-8 to 6-11-8,Corner(3)6-11-8 to 9-11-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,17,18,19,20, 15,14,13,12. 9)NA / 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE M11-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an lxdMdual[wilding 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 wlh 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 Bid. 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 T12202128 I 14366T0 104 Roof Special 1 1 !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:39 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJz W 6tm-kZcFxO W 4?ml D 1 SKgXjOgCZvpBDAIuAG HgsBPBmyW DQg 6-11-8 11-11-0 13-11-0 6-11-8 4-11-8 2-0-0 5x6= Scale=1:30.3 2 7.00 12 11 12 10 3 6x6= 2x4 II 4 ludEMEN illIll 1,‘i d, le � '. N 'Milli r r IMI 6 OM 3x8 1 2x4 11 5 4x5= 6-11-8 11-11-0I 13-11-0 6-11-8 4-11-8 2-0-0 Plate Offsets(X,Y)-- 11:0-0-0,0-0-11,[1:0-0-1,0-4-11,[1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LA PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.08 6-9 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.15 6-9 >999 180 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=551/0-5-8,1=551/0-5-8 Max Horz 1=-99(LC 10) Max Uplift 5=-148(LC 12),1=-141(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-678/235,2-3=-628/231 BOT CHORD 1-6=-146/504,5-6=-146/504 WEBS 2-6=0/314,3-5=-670/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-8,Exterior(2)6-11-8 to 9-11-8,Interior(1)11-11-0 to 13-9-4 zone;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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 5=148,1=141. 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE ml• 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 l� building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chordnd members only. Additional temporary apermanent bracing MiTek' B 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/SPI 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 dty Ply T12202129 14366T0 TO5 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:45 2017 Page 1 I D:dnLxGlmyC66R2ONeZr21 gJzW 6tm-ZjzW CRbracW MI Nngt_VESg9sQeCSIo2A3oejOPyW DQa 5-11-8 22-9-8 7 1-11-8 l 3-3-8 l 4-7-8 5-10-0 II 7-3-8 l 8-7-8 l 9-11-8 I 12-7-8 i 13-11-8 I 15-3-8 I 16-7-8 I17-6-4 21.3-0 21-910 I 25.3-0 7 1-4-0 1-4-0 1-4-0 11-2-8 1-4-0 1-4-0 1-4-0 2-8-0 1-4-0 1-4-0 1-4-0 0-10.12 3-8-12 1661-0-8 2-58 0-1-8 5x6= Scale=1:52.0 11 .i. 12 10 9 13 7.0012 43 144 4x12= 8 16 15 7 111:II I 1111" 11° 'C 6 g1� 17 1- 1 11111 18 g o ...„ 1 ......._., L � 22 i� b _y,di �r 25 y — - 1Q o 4x5— 26 23 4x5— 20 4x5= j— 05 ............................................... 4x5= 3x4* ... ... ........................................ 38 37 36 35 34 33 32 31 30 ?j9-64 5.11.8 11.4-8 ¢7 1-11-8 I 3-3-8 I 4-7-8 1510-0 11 7-3-8 I B-7-6 19-11-8 l 111-3-02-80f 1-2-8 II{` 13-9-8 17-6-4 18-010 22-9-8 I 25-3-0 7 1-4-0 1-4-0 td-0 1-2-8 1-4-0 1-4-0 14-0 1-3-001{-l2 2-34 3-8-12 451r2 4-9-8 2-5-8 0-1-8 0-2-0 Plate Offsets(X,Y)-- [15:0-1-12,0-1-01,[16:0-3-4,0-0-8),[38:0-2-0,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 1 Vert(LL) -0.05 23-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.15 23-24 >999 180 1 BCLL 0.0 * Rep Stress Ina YES WB 0.57 Horz(TL) 0.08 19 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 10-29,24-26,20-22:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):28,39,41 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-2-8 except(jt=length)19=0-5-8. (Ib)- Max Horz 38=-212(LC 10) Max Uplift All uplift 100 lb or less at joint(s)27,32,31,33,36,35,34 except 19=-163(LC 12),38=-441(LC 10),30=-166(LC 22),37=-277(LC 12) Max Gray All reactions 250 lb or less at joint(s)29,32,31,33,36,35,34 except 19=539(LC 1),38=304(LC 9),27=743(LC 1),27=743(LC 1),37=431(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-258/233,16-17=-644/223,19-21=-507/196 BOT CHORD 27-28=-699/117,10-28=-387/97,24-25=-134/457,23-24=-141/507,22-23=-300/790, 21-22=-283/782 WEBS 17-23=-313/176,17-21=-832/349,25-39=-567/146,39-40=-618/200,40-41=-592/184, 41-42=-562/161,15-42=-566/168,15-16=-533/167,16-23=-2/368 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-3-8,Interior(1)3-3-8 to 12-7-8,Exterior(2)12-7-8 to 15-7-8,Interior(1)18-1-12 to 21-9-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)NA 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)27,32,31,33,36, 35,34 except(jt=1b)19=163,38=441,30=166,37=277. N a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.IW03f2015 BEFORE USE. petit Design valid for use only with MITek&connectors.This design is based ordy 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,seeANSI/lP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avc labie from Truss Plate Institute,218 N.Lee Sleet,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202130 14366T0 T06 Roof Special Girder 1 1 Job Reference(optional) `Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 152017 MiTek Industries,Inc. Fri Oct 606:17:51 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-OsLnTUfcASG W TI EzEFceh5Pob381iQK2Rk52c3yW DQU I 5-10-0 12-7-8 I 16-6-4 I 19-9-0 22-9-8 25-0-4 I 32-1-12 39-5-0 I 44-11-0 I 5-10-0 6-9-8 3-10-12 3-2-12 3-0-8 2-2-12 7-1-8 7-3-4 5-6-0 Scale=1:82.8 3x6= 2x4 II 4 7.00 12 3 5 NAILED 4x10= NAILED 7x10= NAILED NAILED x6= 6x6 // 2 6 7 NAILED NAILED B NAILED 9 o�mwwm�nr_n�nu.� \ 30 31 Mti 1 t0 o d ' �r .'� _ty-1 �mwwu„�r�n�n��a wr_n am�m�:- r'- V 1g 16' I-a )ot' iiii: 212x4 18 17 14 `•13 NAILED 12 NAILED 11 NAILED I� 4x6 I 25 24 2310x14 II 2x4= 36 37 38 39 40 41 42 43 44 3x4 3x5 NAILED 6x8= NAILED NAILED 2x4 II 2x4 INAILED NAILED 2x4 11 NAILED 13-9-8 510-0 I 11-4-8 11f-6 I 16--4 I 19-3-019-9.0 22-9-8 25-0-0 { 32-1-1z I 38-11-0 3Q-`.1-0 44-8-0 44-'1I1-0 5-10-0 5-6-8 0-1-02-4-0 2-8-12 2-8-12 016-0 3-0-8 ' 2-2-12 7-1-8 6-9-4 4610 53-0 0-30 Plate Offsets(X,Y)-- [4:0-3-0,Edge1,[7:0-2-12,0-2-01,110:0-0-1,0-6-61,[10:0-0-0,0-0-1),[10:0-3-0,0-0-31,[13:0-2-12,0-1-81,[16:0-2-0,0-0-81,[20:0-1-12,0-0-0],[22:0-10-0,0-5-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.16 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.32 11-12 >736 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(TL) 0.05 10 r1/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:260 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, 6-8,8-9:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-23,19-21,14-16:2x4 SP No.3 W EBS T-Brace: 2x4 SP No.3-7-12 WEBS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. WEDGE Brace must cover 90%of web length. Right:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. All bearings 0-5-8 except(jt=length)22=0-3-8,10=0-3-8. (Ib)- Max Horz 25=-259(LC 6) Max Uplift All uplift 100 lb or less at joint(s)25 except 22=366(LC 25), 13=943(LC 8),10=-700(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 25=439(LC 1),22=943(LC 13),13=2221(LC 18),10=1297(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-430/106,5-6=-441/208,6-7=-493/352,7-8=-1692/1015,8-9=-1610/928, 9-10=-1910/1005,1-25=-387/114 BOT CHORD 24-25=-193/285,23-24=-43/373,22-23=-111/335,20-22=-581/245,3-20=-342/92, 19-20=-162/345,18-19=-6/309,17-18=-222/470,16-17=-439/183,13-14=-316/109, 12-13=-416/169,11-12=-920/1752,10-11=-787/1591 WEBS 2-23=-434/214,5-20=-454/226,6-18=-249/295,6-17=-373/120,7-17.115/701, 13-15=-1941/877,7-15=-1943/890,7-12=-1180/2363,8-12=-728/453,9-11=-205/516, 1-24=-20/273 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=45tt;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever right exposed;end vertical left exposed;porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25 except(jt=lb) 22=366,13=943,10=700. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Continued on naae 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. ill Design valid for use only with Milek®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 Ls to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wei( k' is always required for stability and to prevent collapse with possible personal 141y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply 112202130 1436670 T06 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:51 2017 Page 2 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-OsLnTUfcASG W TI EzE Fceh5Pob381iQK2Rk52c3yW DQU NOTES- 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=60,4-6=-60,6-9=-60,9-10=-60,23-25=-20,21-22=-20,16-19=-20,14-26=-20 Concentrated Loads(Ib) Vert 29=-82(B)30=-82(B)31=-82(B)32=-82(B)33=82(B)34=-82(B)35=-82(B)36=-56(B)37=-56(B)38=-56(B)39=-56(B)40=-56(B)41=-56(B)42=-56(B) 43=-154(B)44=-110(B) 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/032015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an individual bonding 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,seeANSI/1 11 Qua lty Criteria,OSB-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Insttlute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202131 1 14366T0 T07 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:17:56 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-kg8gW Cjl?_uoa37x1 oBpO96ir4zH NhFna?opHHyW DQP I 5-10-0 I 12-7-8 I 17-9-0 I 22-9-8 1250-4I 30-11-10 I 37-5-0 44-11-0 5-10-0 6-9-8 5-1-8 5-0-8 2-2-12 5-11-6 6-5-6 7-6-0 Scale=1:83.8 3x6= 4 29 7.00 I12 3 _ 4x10= 6x6= // 4x5 i 28 5 6 7 8 2 30 27 Ns..,I164 4x5 i d Ma I� a 16 z. — 19 4x5= 13 12 11 10 3x8 I 23 22 2110x14 II 6x6= 4x5= 4x5= 4x5= 13-9-8 I 5-10-0 I 11-4-8 11 8 17-3-0 17,-9�-o z2-9-8 125-0-4 I 30-11-io I 37-5-0 I 44-8-0 44-1111-0 5-10-0 58-8 0--02-4-0 3-5-8 d610 5-0-8 2-2-12 5-11-6 6-5-6 7-3-0 0- -0 Plate Offsets(X,Y)-- [4:0-3-0,Edge],[9:0-3-8,Edge],[9:0-0-1,0-6-6],[9:0-0-0,0-0-1],[18:0-1-12,0-0-0],[20:0-10-0,0-5-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.19 10-26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.21 10-26 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.86 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight 258 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc puffins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-21,17-19,13-15:2x4 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 WEDGEbe installed during truss erection,in accordance with Stabilizer Right:2x6 SP No.2 I Installation guide. REACTIONS. All bearings 0-5-8 except(jt=length)20=0-3-8,9=0-3-8. (Ib)- Max Horz 23=-259(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 23=-108(LC 12),20=-286(LC 12),12=-610(LC 12),9=500(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 23=451(LC 1),20=922(LC 17),12=1472(LC 22),9=750(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-445/172,5-6=-455/249,6-7=-593/798,7-8=-775/913,8-9=-996/963, 1-23=-398/186 BOT CHORD 22-23=-192/285,21-22=-43/374,20-21=-114/368,18-20=-583/223,3-18=-355/119, 17-18=-179/406,16-17=-53/432,10-11=-615/623,9-10=-704/773 WEBS 2-21=-495/219,6-16=-87/625,5-18=-464/234,12-14=-1331/763,6-14=-1322/791, 6-11=-799/917,7-11=-479/293,1-22=-37/295 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 12-7-8,Exterior(2) 12-7-8 to 17-1-6,Interior(])17-9-0 to 44-11-0 zone;cantilever right exposed;end vertical left exposed;porch 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)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 23,286 lb uplift at joint 20,610 lb uplift at joint 12 and 500 lb uplift at joint 9. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,riot a truss system.Before use,the buildIng designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k. is always required tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deltvery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify CItetla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street Stile 312 Alexandra,VA 22314. Tampa,EL 33610 'Job Truss Truss Type (Sty Ply 712202132 14366T0 T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:01 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2IgJzW6tm-SoxZZvntpWX5gq?upLn_5CgcC5dK2zVWkHWazUyW DOK 1 5-10-0 1 12-7-8 15-9-0 i 20-5-0 , 22-9-8 125 -0-4 1 29- 11-10 1 35-5- 0 1 39-10-15 1 44-11-0 1 5-10-0 6-9-8 3-1-8 4-8-0 2-4-8 2-2-12 4-11-6 5-5-6 4-5-15 5-0-1 Scale=1:84.3 3x6= 2x4 11 4 7.00 I12 3 " ,44.6x6= 4x5= 4x10= 6x6= 6k6!! 6 7 8 9 4x5 O 31 'r" , � 2x4 i 2 10 30 •. � o 4x5:............_ - r7 11 Q4 / / � ,r1a .. i`r-A o I~ 19 18 o To 0 22 4x5= 4x5= 15 14 13 12 6x6= 1— 26 25 2410x14 11 3x5= 6x6= 4x10= 2x4 II 4x5= 4x5= 2x4 11 2x4 11 2x4 II 3x4 I I 2x4 11 13-9-8 15-9-0 I 510-0 1 11-4-8 1115-8 ltsaol 1 20-5-0 22-9-8 1 zso 4 1 29-11 10 , 34-110 44-8-0 as-I1'1-o 6.10.0 5-6-8 0.1-02-4-0 15.8 4-8-0 2-4-8 2-2-12 4.11.6 4-11-0 9-3-0 0-3-0 0-6-0 Plate Offsets(X,Y)— [4:0-3-0,Edgel,[11:Edge,0-2-121,[11:0-6-6,0-0-11,[11:0-0-1,0-0-01,[16:0-2-4,0-1-81,[21:0-1-12,0-0-01[23:0-10-0,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (loc) 1/defl Lid PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.25 12-29 >947 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.36 12-29 >656 180 BCLL 0.0 * Rep Stress!nor YES WB 0.79 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:292 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-24,20-22,15-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 7-14:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Right:2x6 SP No.2 REACTIONS. All bearings 0-5-8 except(jt=length)23=0-3-8,11=0-3-8. (Ib)- Max Horz 26=-259(LC 10) Max Uplift All uplift 100 lb or less at joint(s)26 except 23=-310(LC 12), 14=-635(LC 12),11=-480(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 26=436(LC 1),23=938(LC 17),14=1493(LC 22),11=737(LC 22) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-425/122,5-6=-276/144,6-7=-254/157,7-8=-384/564,8-9=-603/758, 9-10=-774/830,10-11=-1016/936,1-26=-384/151 BOT CHORD 25-26=-194/284,24-25=-34/371,23-24=-121/375,21-23=-591/230,3-21=-328/131, 19-20-0/267,12-13=-335/392,11-12=-746/849 WEBS 2-24=-511/230,6-18=-366/159,7-18=-113/567,14-16=-1372/796,7-16=-1363/809, 7-13=-732/842,8-13=-575/414,8-12=-279/320,9-12=-256/205,10-12=-374/298, 1-25=-8/273,5-21=-374/131 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 12-7-8,Exterior(2) 12-7-8 to 40-0-10,Interior(1)40-0-10 to 44-11-0 zone;cantilever right exposed;end vertical left exposed;porch 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)26 except(jt=1b) 23=310,14=635,11=480. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. pot Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the bu4ldtng designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. itrachg Indicated is to prevent buckling of individual tear web and/or chord members only. Adcitk>nal temporary and permanent bracing Mile k. is always required nor skbHty and to prevent collapse with posy rle personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/lPtl Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Trus Plate institute,218 N.Lee Sheet,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202133 14366T0 T09 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:09 2017 Page 1 ID:dnlxGlmyC66R2ONeZr2lgJzW 6tm-sKQbEetux_Xye3cRH 1 wsQu9tOJNkwaXiaXS?FOyW DQC 5-10-0 I 11-6-0 113-9.8 I 18-3-8 I 22-9-8 125-0-4 33-5-0 I 38-10-15 I 44-11-0 5-10-0 5-8-0 2-3-8 4-6-0 4-6-0 2-2-12 8-4-12 5-5-15 6-0-1 Scale=1:81.2 7x10* 2x4 II 6x12= 6x6 // 3 28 429 30 5 31 32 6 7.00 TIF 0 t • J ar N.,q�� 4x5 $7 7 26 34 c •m 4x5G 1 gg g ii. u 7 9116 140 t .- .� - . h oIe, Q r, t5 o jo d 4x5=182x4 11 4x10= 3512 11 10 9 1 22 21 2x4 II 2x4 13x5= 36 7x10= 2x4 II 3x8 H 2x4 I I 4x5= 4x5= 2x4 H 3x5 II 4x5= 13-9-8 5-10-0 11-4-8 11,5-8 18-3-8 22-9-8 25-0-4 32-11-0 3�-5r0 38-10-15 44-8-0 44-I1I1-0 5-10-0 I 5-6-8 04-0 2-4-0 I 4-6-0 I 4-6-0 12-2-12 I 7-10-12 W6b 5-5-15 I 5-9-1 630 Plate Offsets(X,Y)-- [3:0-6-15,Edge1,15:0-5-4,0-3-01,[8:0.0-0,0-0-11,[8:0-3-8,Edge1,18:0-0-1,0-6-61,[10:0-4-8,Edge1,113:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.17 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.22 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:288 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, BOT CHORD 2x4 SP No.2*Except` except end verticals. 3-20,16-18,12-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* i MiTek recommends that Stabilizers and required cross bracing 5-11,5-10:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE j Installation guide. Right:2x6 SP No.2 REACTIONS. All bearings 0-5-8 except(it=length)19=0-3-8,8=0-3-8. (Ib)- Max Horz 22=-240(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 22=-173(LC 12),19=-150(LC 12),11=-696(LC 12),8=-486(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 22=379(LC 21),19=1015(LC 17),11=1588(LC 24),8=710(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-420/243,2-3=-158/252,3-4=-285/278,4-5=-285/279,5-6=-502/660,6-7=-586/701, 7-8=-989/972,1-22=-397/236 BOT CHORD 21-22=-175/262,20-21=-133/300,19-20=-125/380,17-19=-633/100,3-17=-600/108, 9-10=-748/793,8-9=-748/793 WEBS 2-20=-513/227,4-15=-411/267,5-15=-201/470,11-13=-1336/806,5-13=-1336/855, 5-10=-663/795,7-10=-509/478,3-15=-31/312 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 11-4-8,Exterior(2) 11-4-8 to 39-9-4,Interior(1)39-9-4 to 44-11-0 zone;cantilever right exposed;end vertical left exposed;porch 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 lb uplift at joint 22,150 lb uplift at joint 19,696 lb uplift at joint 11 and 486 lb uplift at joint 8. 1 mll A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addtilonal 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-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Salle 312,Alexandria,VA 22314. Tampa,FL 33610 • I Job Truss Truss Type Qty Ply 7122021341 1436610 T10 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:16 2017 Page 1 ID:dnLxG1myC66R20NeZr2IgJzW6tm-9gLEiizHH7Qzz7fnC?YVCNx9_8kt3mokB6es?6yW DO5 I 5-10-0 1 13-6-0 I 18-4-12 I 22-9-8 25-0-4 i 31-5-0 37-10-15 I 44-11-0 5-10-0 7-8-0 4-10-12 4-4-12 2-2-12 6-4-12 6-5-15 7-0-1 Scale=1:80.7 7x10 7x10= 4 5 28 6 7 6x6 // iiA a ,.r t, 7.00 12 3 31M = 4x5 4x5128 311 = 8 2 0 27 30 i 3111 V 4x5 i 1 0- 7 u 1 • . 1 �;'9 It- Iglm n =� , 32 31 19 33 4x10= 34 13 12 11 10 3 I$ o 35 23 222110x14 II 7x10= 3x8 II 4x5= 4x5= 13-9-8 5-10-0 11-4-8 1115-8 18-4-12 22-9-8 25-0-4 30-11-0 31-SO - 37.1015 _- _44-e-0 111-0 5-10-0 I 568 04-0 2-4-0 I 4-7-4 I 4-4-12 2-2-12 sto 12 db0 s sts 6-9-1 04-0 Plate Offsets(X,Y)-- [6:0-4-8,Edge],[9:0-0-1,0.6-61,[9:0-0-0,0-0-11,[9:0-3-8,Edgel,[18:0-1-12,0-0-0],[20:0-10-0,0-5-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.11 10-26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.12 10-26 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:311 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc puffins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 3-21,17-19,13-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-12 6-11:2x6 SP No.2 Web Brace:Length(member) 5-11-0(7-11); OTHERS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x6 SP No.2 Installation guide. REACTIONS. All bearings 0-5-8 except(jt=length)20=0-3-8,9=0-3-8. (Ib)- Max Horz 23=-274(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 23=-164(LC 12),20=-216(LC 12),12=-604(LC 12),9=-521(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 23=368(LC 21),20=1310(LC 17),12=1502(LC 2),9=743(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-395/232,2-3=-131/368,3-4=-221/324,4-5.325/332,5-6=-325/332,6-7=-495/622, 7-8=-535/652,8-9=-1025/1012,1-23=-381/229 BOT CHORD 22-23=-209/297,21-22=-107/255,20-21.106/370,18-20=-855/201,3-18=-301/223, 10-11=-770/815,9-10=-770/815 WEBS 2-21=-499/198,5-16=-369/251,4-16=-61/272,4-18=-533/5,6-16=-116/374, 12-14=-1278/778,6-14=-1270/803,6-11=-595/712,8-11=-631/605,8-10=-263/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 13-6-0,Exterior(2) 13-6-0 to 37-10-15,Interior(1)37-10-15 to 44-11-0 zone;cantilever right exposed;end vertical left exposed;porch 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 2x4 MT20 unless otherwise indicated. 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.Opst 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 164 lb uplift at joint 23,216 lb uplift at joint 20,604 lb uplift at joint 12 and 521 lb uplift at joint 9. 1 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2015 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.notla a truss system.Before use,the building designer must verity the applicab lilty 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 buss systems,seeANSI/TPI1 Quality Crlterla,DSB-89 and BCSI Building Component 6904 Parke East Bed. 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 T12202135 14366T0 T11 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:22 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-_giVz512tzA6h26xYFfvSe67bZpxTYmcZ25BCmyW DQ? 5-10-0 13-9-8 1 16-0-0 I 20-6-2 1 22-9-8 125-0-4 28-11-0 i i 36-10-15 44-11-0 l 5-10-0 7-11-8 2-2-8 4-6-2 2-3-6 2-2-12 3-10-12 7-11-15 8-0-1 Scale=1:82.7 7x6= 4x10= 6x6= 7.00 12 4 _ Sr, 5te 611 31 NE w 7 4x5 0 i \ 3 29 32 6x8 6x8 0 8 2 28 0.:' 33 — 4x5 0 \ 1 9 m ccl ramp-mu 8 1 lei.. / ., Ili- 0 o r'�1 .1 17 34 16 3--' o i o 0 20 4x5= 4x10= 13 12 11 10 3x8 II 1 24 23 224x5= 36 4x10= 6x6= 4x5= 4x5=-- 4x5 4x5= 13-9-8 5-10-0 ttd-B 11 8 16-60 20.62 22-9-8 250-4 28-11-0 36-10-15 44-8-0 44.J1I1-0 5-10-0 I 56-8 6Y-02-4-0 12-2.8 I 4-0-2 12-3.6 1 2-2-12 I 3-1612 7-11-15 7-9-1 630 Plate Offsets(X,Y)-- [4:0-3-0,0-2-51,[7:0-3-0,0-2-5),[9:0-0-0,0-0-1),[9:0-0-1,0-6-61,[9:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.18 10-27 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.20 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:328 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, 4-7:2x6 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-22,18-20,13-15:2x4 SP No.3 WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-4-17,5-16,6-11,7-11,8-11 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Right:2x6 SP No.2 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-5-8 except(jt=length)21=0-3-8,9=0-3-8. (Ib)- Max Horz 24=-315(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 24=-152(LC 12),21=-260(LC 12),12=-556(LC 12),9=-536(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 24=408(LC 18),21=1171(LC 17),12=1395(LC 2),9=795(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-440/213,3-4=-420/333,4-5=-399/355,5-6=-397/354,6-7=-508/551,7-8=-536/562, 8-9=-1090/1011,1-24=-415/217 BOT CHORD 23-24=-249/340,22-23=-87/337,21-22=-105/363,19-21=-790/245,3-19=-780/246, 10-11=-746/859,9-10=-750/862 WEBS 2-22=-480/195,3-17=0/385,5-16=-284/199,6-16=-91/431,12-14=-1241/786, 6-14=-1238/790,6-11=-621/705,8-11=-754/720,8-10=-324/339,1-23=-86/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ff;B=45ft;L=45tt;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 16-0-0,Exterior(2) 16-0-0 to 35-3-4,Interior(1)35-3-4 to 44-11-0 zone;cantilever right exposed;end vertical left exposed;porch right exposed;C-C for members and forces&MW ERS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 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 152 lb uplift at joint 24,260 lb uplift at joint 21,556 lb uplift at joint 12 and 536 lb uplift at joint 9. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on oaae 2 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. Ida Design valid for use only with Milek®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 bupdng design. Bracing Indicated Is to prevent buckling of Individual thus web and/or chord members ordy. 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 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply T12202135 14366T0 T11 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:22 2017 Page 2 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-_giVz512tzA6h26xYFfvSeB7bZpxTYmcZ25BCmyW DQ? NOTES- 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 fabricatkxn,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/lPl 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 4 I Job Truss Truss Type Qty Ply I T12202136 14366T0 T12 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:27 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Ko W 00o5BhW oPoq_uLpF49hwLaVH8ovLj Kpys_yW DPw 5-10-0 11-4-8I 16-0-0 25-0-4 28-11-0 33-3-0 I 39-0-15 I 44-11-0 5-10-0 5-6-8 4-7-8 9-0-4 3-10-12 4-4-0 5-10-0 5-10-1 Scale=1:80.3 7x10 2x4 I I 7x10 7.00 12 4 5 26 5 6 � �r 6x8 i / 6x8� ap• 2 B29 �� � 28 0 1 \ / 9 co `' r' 1 �i "' .. ' pi io 0 M'��. .5 Io 14 29 13 12 11 10 18 17 16 7x10= 6x6= 2x4 H 3x8 11 2x4 H I 5-10-0 11-4-8 11-S-8 16-0-0 17-6-9 25-0-4 27-5-098-11-? 33-3-0 39-0-15 44-8-0 44-11-0 5-10-0 5-6-8 0-t-0 4-6-8 1-6-0 7-6-4 ' 2-4-12 1-6-0 4-4-0 5-10-0 5-7-1 0-30 Plate Offsets(X,Y)-- [4:0-6-0,Edge),[6:0-6-0,Edge),[9:0-3-8,Edge),[9:0-0-1,0-6-61,[9:0-0-0,0-0-11,[13:0-4-8,Edge) LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.20 13-14 >837 240 1MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.39 13-14 >431 180 1 BCLL 0.0 ` Rep Stress Incr YES WB 0.54 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:307 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except except end verticals,and 2-0-0 oc purlins(2-2-0 max.):4-6. 3-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-4-14,4-13,5-13,6-13,6-12, OTHERS 2x4 SP No.3 7-12 WEDGE Fasten(2X) T and I braces to narrow edge of web with 10d Right:2x6 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-5-8 except(jt=length)15=0-3-8,9=0-3-8. (Ib)- Max Horz 18=-316(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 18=-142(LC 12),15=-101(LC 12),13=-849(LC 12),9=411(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 18=430(LC 18),15=1027(LC 17),13=1709(LC 1),9=646(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-463/201,3-4=-302/195,4-5=-4/266,5-6=-5/269,6-7=-216/252,7-8=-475/489, 8-9=-883/794,1-18=-421/208 BOT CHORD 17-18=-250/341,16-17=-76/373,15-16=-109/363,3-15=-680/45,11-12=-179/320, 10-11=-585/701,9-10=-589/704 WEBS 2-16=-481/202,3-14=-38/324,4-13=-511/312,5-13=-521/340,6-13=-713/701, 6-12=-707/555,7-12=-651/636,7-11=-455/412,8-11=-503/492,1-17=-76/319 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 16-0-0,Exterior(2) 16-0-0 to 35-3-4,Interior(1)35-3-4 to 44-11-0 zone;cantilever right exposed;end vertical left exposed;porch 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 4x5 MT20 unless otherwise indicated. 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 142 lb uplift at joint 18,101 lb uplift at joint 15,849 lb uplift at joint 13 and 411 lb uplift at joint 9. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on Daae 2 • Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mff-7473 rev.10N3/2015 BEFORE USE. itiff 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. Addtlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Wry 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate bstftute.218 N.Lee Street,Suite 312-Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202136 14366T0 T12 Hip 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:27 2017 Page 2 I D:dnLxGlmyC66R2ONeZr2l gJzW 6tm-KoW O0o5BhW oPoq_uLpF49hwLaV H8ovLjKpys_yW DPw NOTES- 9) OTES9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/032015 BEFORE USE. ill Design valid for use only with MITekel 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 ; buldrg 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 caltopse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erecflon and bracing of trusses and tru s systems,seeANSI/TPlt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Insttute,218 N.Lee Street,Sutte 312,Alexandria VA 22314. Tampa,FL 33610 Job .Truss Truss Type r Qty Ply I T12202137 14366T0 T13 Piggyback Base 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:32 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJz W 6tm-hlJ H3V9KW 2Rhubts8MrFslcp9bDnp074sc WjYByW DPr I 8-1.12 16-0-0 I 18-8-7 I 23-9-12 28-11-0 I 36-10-15 I 44-11-0 8-1-12 7-10-4 2-8-7 5-1-4 5-1-4 7-11-15 8-0-1 Scale=1:82.9 6x8 2x4 H 4x5= 7x10 7.00 112 3 4 22 23 5 24 6 iii n ii 7x100-i 21 25 6x8-.1›2 20 26 5x6 co CI q .. .. 8 In 1g 1 h .. .. 11 10 9 3x6 II 16 15 27 14 13 28 4x5= 29 6x6= 6x6= 4x6= 3x4 II 6x6= 4x5= 4x5= 18-9-7 I 8-1-12 I 16-0-0 { tea-7 I 29-9-12 { 28-11-0 I 36-tats I 44-11-0 I 8-1-12 7-10-4 2-s-7 D1.0 5-0-4 5-1-4 7-11-15 8-0-1 Plate Offsets(X,Y)-- F1:0-2-12,0-2-01,13:0-3-0,0-2-01,f6:0-6-0,Edge),f8:0-0-1,0-4-11,f8:0-0-0,0-0-11,f8:0-3-8,Edge),fl2:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.25 9-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.67 Horz(TL) -0.03 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:305 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 4-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 4-12 WEDGE WEBS 1 Row at midpt 2-14,3-13,5-12,6-11,7-10 Right:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 16=642/0-5-8,12=1951/0-3-8,8=989/0-5-8 Max Horz 16=-316(LC 10) Max Uplift 16=-239(LC 12),12=-391(LC 12),8=-310(LC 12) Max Gray 16=661(LC 21),12=2038(LC 17),8=1027(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-772/342,2-3=-356/322,3-4=-179/316,4-5=-175/314,5-6=-562/448,6-7=-903/492, 7-8=-1509/569,1-16=-651/311 BOT CHORD 15-16=-232/390,14-15=-204/660,12-13=-177/890,4-12=-261/164,11-12=-44/346, 10-11=-87/608,9-10=-374/1202,8-9=-373/1204 WEBS 2-15=0/305,2-14=-736/313,3-14=-143/628,3-13=-954/196,5-12=-1108/281, 5-11_56/713,6-11=-590/131,6-10=-116/576,7-10=-816/341,7-9=0/332, 1-15=-110/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 16-0-0,Exterior(2) 16-0-0 to 35-3-4,Interior(1)35-3-4 to 44-11-0 zone;end vertical lett 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 239 lb uplift at joint 16,391 lb uplift at joint 12 and 310 lb uplift at joint 8. I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. ill. Design valid for use only with MITeke 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 bullring design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addltlonal 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-seeANS1/lPlt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bed. Safely IntormaBon available from Taus Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 t IJob Truss Truss Type Qty Ply 712202138 114366TO 114 Piggyback Base 11 1 Job Reference(optional) ' Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:39 2017 Page 1 ID:dnLxG1myC66R2ONeZr2lgJzW 6tm-_5EwXvEjtCJiEgvC2KTueDOOLPZay7G6TBjal HyW DPk 8-1-12 I 16-0-0 1 18-8-7 i 21-1-8 1 23-8-08 I 28-11-0 1 31-5-8 i 38-0-0 I 44-11-0 8-1-12 7-10-4 2-8-7 2-5-1 2-6-8 5-3.0 2-6-8 6-6-8 6-11-0 6x6 \1 5x12 = 2x4 II 7x10 Scale=1:87.1 7.00 TIF 3 4 P8 5 29 6 ;1 • a ,�an ria 4x6 - �► 7 7x10 i 27 2 6x6 •: 8 m d 31 5x6 i 1 1c: g "arr 15 12 9 ._._M . 9 1r I�i i-',: 14 33 13 o IQ d 17 11 10 3x8 I 1 22 21 32 20 19 4x5= 2x4 I I 4x5= 2x4 I 4x5= 3x4 II 6x6= 4x10= 2x4 II 2x4 II 4x10= 5x8= 4x5= 18-9-7 t 8-1-12 16-40 I 18-E-7 C 21-1-8 I 23-8-0 1 z611-0 I 31-5-8 I 98-0-0 I 44-11-0 8-1-12 7-10-4 2-8-7 o-1-0zd-1 288 5-30 28-8 6-88 6-11-0 Plate Offsets(X,Y)-- (1:0-2-12,0-2-01,14:0-6-0,0-2-01(6:0-6-0,Edge1)9:0-0-0,0-0-11,[9:0-0-1,0.4-11(9:0-3-8,Edge],(12:0-5-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.09 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.24 10-11 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.90 Horz(TL) 0.03 9 Na n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Weight:334 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. 4-19:2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 4-16 WEDGE WEBS 1 Row at midpt 2-20,3-20,5-14,6-14 Right: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) 22=685/0-5-8,18=1879/0-3-8,9=1018/0-5-8 Max Horz 22=-314(LC 10) Max Uplift 22=-260(LC 12),18=-355(LC 12),9=-324(LC 12) Max Gray 22=699(LC 21),18=1879(LC 1),9=1048(LC 18) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-839/366,2-3=-430/360,3-4=-409/383,4-5=-640/470,5-6=-640/470, 6-7=-1005/570,7-8=-1195/563,8-9=-1578/579,1-22=-695/326 BOT CHORD 21-22=-230/388,20-21=-2191723,16-18=-1841/450,4-16=-1827/457,9-10=-389/1271, 13-14=-112/684,12-13=-222/898 WEBS 2-21=0/300,2-20=-728/294,3-20=-260/37,6-13=-258[783,7-13=-746/321, 1-21=-143/509,4-20=-149/878,7-12=-114/473,10-12=-379/1235,8-12=-529/208, 5-14=-343/222,6-14=-563/93,4-14=-247/1009 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-0-0,Exterior(2) 16-0-0 to 33-1-15,Interior(1)33-1-15 to 44-11-0 zone;end vertical left 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 260 lb uplift at joint 22,355 lb uplift at joint 18 and 324 lb uplift at joint 9. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1. I A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10AM/2015 BEFORE USE. NI 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 budding 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/TP11 Curly 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 I Ory Ply T12202139 14366T0 T15 Hip 6 1 Job Reference(optional) Budding Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:48 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2IgJz W 6tm-DgHKQ_LMIzSQp25x4j7?V7GYB1 gCZC3RY50Z6GyW DPb 8-1-12 I 16-0-0 I 21-11-4 I 27-10-e 28-11-p 33-6-7 I 39-2-11 I 44-11-0 8-1-12 7-10-4 5-11-4 5-11-4 0- 4-7-7 5-8-4 5-8-5 Scale=1:82.9 7x10% 2x4 II 4x5= 3x6= 7.00 12 3 24 4 25 5 6 26 A► 4x5 6x8 i 23 7 2 rl 6x8 0-o NN- r.444 . d 22 „.. 27 5x6 G az.40•0 1 13 1? o 9 4x5= 5x12 r •. ,i, Ir cu rj d O 11 10 3x8 I I ' 18 17 28 16 29 15 30 14 2x4 II 4x5= 3x5 H 6x6= 6x6= 4x5= 5x6= 28-11-0 I 8-1-12 I 16-0-0 I 21-11-4 27-9-0 27-10.8 1 33-6-7 I 38-2-11 I 44-11-0 8-1-12 7-10-4 5-11-4 5-9-12 04-8 4-7-7 5-8-4 5-8-5 1-0-8 Plate Offsets(X,Y)-- [1:0-2-12,0-2-0],(3:0-6-0,Edge],16:0-4-0,0-2-4],)9:0-0-1,0-4-1],]9:0-3-8,Edge],(9:0-0-0,0-0-1],(12:0-6-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.09 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.24 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:302 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 5-14,7-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 9-9-7 oc bracing:16-17 WEDGE 5-8-7 oc bracing:13-14. Right:2x4 SP No.3 1 Row at midpt 5-13 WEBS 1 Row at midpt 2-16,3-15,4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1091/0-5-8,9=668/0-5-8,14=1823/0-2-15 Max Horz 18=-314(LC 10) Max Uplift 18=-345(LC 12),9=-270(LC 12),14=-325(LC 12) Max Gray 18=1141(LC 17),9=706(LC 18),14=1854(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1449/524,2-3=-1023/542,3-4=-724/506,4-5=-349/380,5-6=-341/370, 6-7=-364/364,7-8=-956/491,8-9=-1094/454,1-18=-1075/430 BOT CHORD 17-18=-226/394,16-17=-355/1348,15-16=-141/866,14-15=-104/576,13-14=-882/208, 5-13=-363/56,12-13=-208/603,7-12=-87/496,9-10=-300/852 WEBS 2-16=-650/272,3-16=-99/612,3-15=-597/75,4-15=-10/765,4-14=-1210/272, 7-13=-831/311,10-12=-316/898,8-12=-268/119,1-17=-279/1027 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-0-0,Exterior(2) 16-0-0 to 33-1-15,Interior(1)33-1-15 to 44-11-0 zone;end vertical left 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.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 lb uplift at joint 18,270 lb uplift at joint 9 and 325 lb uplift at joint 14. 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.104132015 BEFORE USE. la Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before me.the building designer must verity the applicability of design parameters and properly incorporate 1145 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 properly darnoge. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 112202140 14366T0 T16 Piggyback Base 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:18:54 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-2_ebh1 Q7KpCaXzY4QzEQIOW hJShHzvnJwl rtJvyW DPV I 5-34 I 10-3-5 I 16-0-0 I 18-3-6 I 23-0-15 I 27-10-8 zQ-11r0 33-6-7I 39-2-11 I 40--11-0 5-3-6 4-11-14 5.8.11 2-3-6 4-9-9 4-9-9 1-0-9 4-7-7 5-8-4 54-5 Scale=1:83.0 8x10 2x4 II 2x4 I I 4x5= 3x6= 700 12 4 5 3o 6 31 7 8 32 ;' • n I 4x5 4x5 i P9 8 3 6x8 NasX6. m ,o 1- -/ -,000".......... 33 8 4x5 i 1 x12 1 15 1� m d = t9 \ 4x5= 5x12 r ]� o�N d 13 12 3x8 II 4x5= 11 23 22 21 17 16 2x4 II 4x5= 3x5 I I 4x10= 2x4 II 3x5 11 7x10= 28-11-0 I 5-34 5-34 i 10-3-5 I 4-11-14 16-16-0-054-111 2-3-6 18-3-6 I 27-9-0 9-510 2701%8 7a4-48 1 /-7-77 I 39-2-11 5-8-4 I 44-11-0 say I 1-0-8 Plate Offsets(X,Y)— [4:0-4-12,0-1-12],[8:0-4-0,0-2-4],[11:0-3-8,Edge],[11:0-0-0,0-4-0],[11:0-0-0,0-0-1],[14:0-6-0,0-3-4],[16:Edge,0-2-0],[17:0-2-4,0-1-0],[18:0-3-8,0-3-4], [20:0.6-0,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.27 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.71 16-17 >469 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.11 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:335 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-21,5-17,7-16,9-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-7-14 oc bracing:19-20 WEDGE 5-6-4 oc bracing:15-16. Right:2x4 SP No.3 1 Row at midpt 5-18,7-15 WEBS 1 Row at midpt 3-19,4-18,6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 23=1093/0-5-8,16=1808/0-2-15,1167/0-5-8 Max Horz 23=-312(LC 10) Max Uplift 23=-340(LC 12),16=-334(LC 12),11=-260(LC 12) Max Gray 23=1095(LC 21),16=1808(LC 1),11=704(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1319/482,2-3=-1852/735,3-4=-1202/585,4-5=-992/560,5-6=-991/561, 6-7=-356/364,7-8=-348/354,8-9=-373/347,9-10=-950/467,10-11=-1054/426, 1-23=-1054/412 BOT CHORD 22-23=-246/337,3-20=-109/584,19-20=-464/1655,18-19=-179/962,15-16=-851/197, 7-15=-338/39,14-15=-194/605,9-14=-76/474,11-12=-277/815 WEBS 2-22=-766/324,20-22=-392/1335,2-20=-105/473,3-19=-923/365,4-19=-158/669, 4-18=-409/36,16-18=-126/394,6-18=-134/849,6-16=-1073/345,9-15=-818/307, 12-14=-291/855,1-22=-321/1036 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=511;Cat. Ii;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-0-0,Exterior(2) 16-0-0 to 33-1-15,Interior(1)33-1-15 to 44-8-4 zone;end vertical left 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 340 lb uplift at joint 23,334 lb uplift at joint 16 and 260 lb uplift at joint 11. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. le Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown-and Is for an individual building con it xonent,not a Buns system.Before use,the building designer must verify the appiicablify of design parameters and properly incorporate this design into the overall building design. Bracing Indicated B to prevent buckling of individual Buss web and/or chord members only. Additional temporoty and permanent pr,I,111.) Mile le is always required for skbltty and to prevent collapse with possible personal Inkxy and property damage. For general guidance nce regarding the fabrication,storage,delivery,erection and bracing of trusses and WAS systems,seeANSl/IPtI Qually Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avclabie from Truss Plate Institute,218 N.lee Street.Suite 312.Pdexandrta,VA 22314. Tampa,FL 33610 • IJob Truss Truss Type Qty Ply T12202141 14366T0 T17 Hip 1 1 IJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:00 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-t8?tx4VuwfyjFu0EnELq_fmgYtiuNfHCIzI BXZyW DPP 1 4-0-0 1 7- 1-12 i-0.9 14-0-0 I 17-6-0 1 20-11-4 122-7-6I 27-10-8 I 30-11-0 I 33-6-7 1 39-2-11 1 44-11-0 I 4-0-0 3-1-12 0.10.4 6-0-0 3-6-0 3-5-4 1-8-2 5-3-2 3-0-8 2-7-7 5-8-4 5-8-5 Scale=1:82.5 7x6= 2x4 I I 4x5= 6x6= 7x6= 7.00 F11 4 5 27 6 28 7 8 2x4 II 9 21c4 I I 26 29 3 ® ® 1 6x8 6x8 / 10 N fi 252,; 2x4 I( a: ---------1 15 1 • II \\• a 35 36 • I�a I p N 4x5= 7x10= 13 12 3x811Ig a3 34 11 20 19 31 32 18 17 16 2x4 II 4x5= 4x5= 7x10= 7x10= 4x5= 3x5 I I 30-11-0 I 7.1.12 40-Q id•-0 1 17-60 I 20-11-4 I22-7-61 27-9-0 27-A0-8 I 33-6-7 I 39-2-11 1 4411-0 1 7-1-12 1 6-0-0 36-0 3-5-4 1.62 5-1-10 04-8 3.0-8 20--7 584 565 Plate Offsets(X,Y)-- 111:0-3-8,Edge1,(11:0-0-0,0-4-01,111:0-0-0,0-0-11,f14:0-3-8,Edgel,116:0-2-12,0-1-81,119:0-4-12,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.34 18-19 >975 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.63 18-19 >526 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.78 Horz(TL) 0.04 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:352 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 7-16,9-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 7-15 OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-0-12(5-18);7-7-15(4-18);7-0-12 WEDGE (6-17); Right: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) 16=1823/0-2-15,11=657/0-5-8,20=1087/0-5-8 Max Horz 20=-277(LC 10) Max Uplift 16=-363(LC 12),11=-241(LC 12),20=-329(LC 12) Max Gray 16=1932(LC 17),11=694(LC 18),20=1131(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1381/521,3-4=-1458/683,4-5=-891/519,5-6=-890/517,6-7=-667/462, 7-8=-279/320,8-9=-934/539,9-10=-841/427,10-11=-990/399 BOT CHORD 19-20=-346/1205,18-19=-190/944,17-18=-120/551,15-16=-1820/488,7-15=-1288/428, 9-14=-311/214,11-12=-258/762 WEBS 4-19=-238/683,7-17=-276/1195,8-15=-583/116,12-14=-273/802,10-14=-273/126, 8-14=-308/839,3-19=-415/273,2-20=-1327/459,5-18=-280/173,6-17=-906/288, 6-18=-117/730 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-0-0,Exterior(2) 14-0-0 to 35-1-15,Interior(1)35-1-15 to 44-8-4 zone;end vertical left 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 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 363 lb uplift at joint 16,241 lb uplift at joint 11 and 329 lb uplift at joint 20. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt 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 HU brllding design. Racing Indicated Is to prevent buckling of IndNldualtruss web andMlle/or chord members only. Additional temporary and permanent bracing i• is always required for stability and to prevent collapse with possible personal Yrjuy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/1Pt I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safely Information available hone Truss Plate Institute.218 N.lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202142 14366T0 T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:06 2017 Page 1 I D:dnLxGImyC66R2ONeZr2lgJzW 6tm-hI N8C7Zf W VjtzpTO7VSEEw0k2IIhnPG5hul W IDyW DPJ 30-8-9 I 4040-0 I 6-1-12 118.-10-0.04 I 12.0.0 I 17-6-0 119 114 I 22-84 I 27-10 6 281 4 l 33-6-7 I 39.2.11 1 44-11.-0 1 -0 2-1.12 1-10-4 4-0-0 5-6-0 2-54 2.9-0 5-24 0-4-92-5-8 2.9-14 5-84 5-Bpi Scale=1:86.5 6x6= 4x5= 7x6= 2x4 I 6x6= 3x6= 9 T 2x4 11 4 7.00 12 5 6 7 •••/,,z 10 2x4 1126 �i'7 28 6 v s 3 6x8 4x51 e ® 11 p N rn ' 252 . 29 2x4 II u 1 16 IF o x \ip ■ 34 35 w. .. 12 I� oIN 1 - 4x5= 7x10= d :r: t r 1B 14 13 3x8 II — 21 20 30 31 19 32 18 33 17 2x4 II 4x5= 4x5= 7x10= 7x10= 4x5= 3x5 I' 6-1-12 18-0-01 12-0-0 1 17-6-0 119-11-41 22-8-4 1 27-9-0 27-10-8 33- 6-7 I 39-2-11 I 44-11-0 6-1-12 1-104 4-0-0 5-6-0 2-5-4 2-9-0 5-0-12 0-1-8 5.8.0 5-8-4 5-8-5 Plate Offsets(X,Y)-- 112:0-0-0,0-0-11,112:0-0-1,0-4-11,112:0-3-8,Edge1,115:0-3-8,Edge),117:0-2-12,0-1-81,120:0-4-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.32 Vert(LL) -0.36 19-20 >927 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.68 19-20 >488 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:337 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 7-17,10-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-10-12(5-19);5-10-12(6-18);7-7-8 OTHERS 2x4 SP No.3 (4-19); WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1816/0-2-15,12=672/0-5-8,21=1094/0-5-8 Max Horz 21=-285(LC 10) Max Uplift 17=395(LC 12),12=-228(LC 12),21=-318(LC 12) Max Gray 17=1902(LC 17),12=700(LC 18),21=1124(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1371/503,3-4=-1396/611,4-5=-936/514,5-6=-935/512,6-7=-667/434, 7-8=-257/280,8-9=-331/353,9-10=-944/480,10-11=-842/371,11-12=-1025/380 BOT CHORD 20-21=-336/1209,19-20=-223/1045,18-19=-146/630,16-17=-1795/495,7-16=-1207/569, 10-15=-323/209,12-13=-235/794 WEBS 9-16=-584/0,9-15=-303/879,13-15=-250/839,11-15=-314/156,5-19=-347/213, 6-18=-880/286,7-18=-288/1194,6-19=-145/736,3-20=-297/192,4-20=-152/542, 2-21=-1339/452 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-0-0,Exterior(2) 12-0-0 to 15-0-0,Interior(1)28-3-1 to 44-11-0 zone;end vertical lett 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 3x4 MT20 unless otherwise indicated. 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 at joint(s)17. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 395 lb uplift at joint 17,228 lb uplift at joint 12 and 318 lb uplift at joint 21. 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mil Design valid for use only with Mitek®connectors.This design is based only upon parameters shown-and is tot an individual building component.not a truss system.Before tee,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall baking design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k' is always required for stablttty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the tabrlcatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1181 QuaYty Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avotable Sore Truss Plate Institute,218 N.Lee Street.Suite 312.Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T12202143 14366T0 T19 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:14 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2I gJzW 6tm-Sgs9tsggdyjkx24wbAb6YbL0SW W XfyGG W 8hx1 IyW D PB 5-1-12 10-0-0 15-10-4 17-6-0 21-8-11 2p-814 26-3-1 g7-10- 30-8-9 33-6-7 39-2-11 44-11-0 I 5-1-12 1 4-10-4 5-10-4 1-7-121 4-2-11 0-1128 3-6-13 T1-7-7' 2-10-1 2-9-14 1 5-8-4 I 5-8-5 Scale=1:86.5 6x6= 2x4 II g 7x6- 5,6 i 2x4 11 2x4 1 6x6= \)iil0 7.00 12 3 4 5 —�M n B 4x5‹, 27 28 26 6 T5 6x8 '' 11 2 . m 25 29 N r- 3x4 II e7 r. ' c..) 1 16 1 x a a 34 35 i' 12 r� ici to y 4x5- 7x10= 3x8 I Q . 14 13 21 20 30 31 19 32 18 33 17 2x4 H 4x5= 4x5= 7x10= 7x10= 4x5= 3x5 I' 18-3-1 27-10-8 8-0-0 14401 15-10-4 17-6-01 1 21-8-11 $2-8-1 26-3-1 ,27-9-011 33-6-7 I 39-2-11 I 44-11-0 8-0-0 2-0-0 5-144 1-7-12 3-5-1117- 3-6-13 9-5-15 5-8-0 5-8-4 5-85 0-9-1 0-1-8 Plate Offsets(X,Y)-- 112:0-0-0,0-0-11,[12:0-0-1,0-4-11,[12:0-3-8,Edgel,[15:0-3-8,Edge),[17:0-2-12,0-1-8),120:0-5-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.27 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.56 19-20 >589 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.94 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 1 Code FBC2014/TP12007 Matrix-MS Weight:295 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 7-17,10-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-8-2 oc bracing. WEBS 2x4 SP No.3'Except* MiTek recommends that Stabilizers and required cross bracing 2-21:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Right:2x4 SP No.3 REACTIONS. (lb/size) 17=1832/0-2-15,12=662/0-5-8,21=1087/0-5-8 Max Horz 21=-285(LC 10) Max Uplift 17=-426(LC 12),12=208(LC 12),21=-306(LC 12) Max Gray 17=1885(LC 17),12=685(LC 18),21=1098(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1322/520,3-4=-1068/526,4-5=-1067/525,5-6=-696/413,6-8=-772/373, 6-7=-29/267,7-9=291/305,9-10=-892/428,10-11=-787/319,11-12=-988/345 BOT CHORD 20-21=-345/1243,19-20=-260/1133,18-19=-175/678,16-17=-1787/528,8-16=-1172/583, 7-8=-338/262,10-15=-329/215,12-13.205/762 WEBS 9-16=-620/0,9-15=-304/880,13-15=-220/807,11-15=-330/171,2-21=-1308/418, 4-19=-446/261,5-19=-186/767,3-20=-19/330,5-18=-810/310,8-18=-333/1169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-0,Exterior(2) 10-0-0 to 13-0-0,Interior(1)26-3-9 to 44-11-0 zone;end vertical left 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 17,208 lb uplift at joint 12 and 306 lb uplift at joint 21. 8)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 4 k 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.18032015 BEFORE USE. la Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for on 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 possble personal injury and property dkxncge. For general goldkrice regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avclr t le from Truss Plate institute,218 N.Lee Street.Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 112202144 1436670 T20 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:20 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-H_DQ8wkRDoUufzY4yRi W osb4XxW N3gj8v48FEPyW DP5 I 3-10-4 1 8-0-0 I 12-9-0 1 17-6-0 19-0-11 24-3-1 1 27-10-8 1 30-8-9 1 334-7 I 39-2-11 1 44-11-0 i 3-10-4 4-1-12 4-9-0 0-9-b 4-0-0 '1-6-1 5-3-0 3-7-7 2-10-1 2-9-14 5-8-4 5-8-5 Scale=1:86.7 616= 8 2x411 2x4 II 6x6= 6x8= 7 �:: 6k6 7.00 12 4x5= 3 5 6x8 4x5 i 24 25 ,10 2 �' 8 2x4 I \ / 23N r: _N 1/ 15 1 31 32 a® �+ '_ 11 lap 1:3 rb 0 ? 4x5= 7x10= 13 12 3x6 d 14 19 18 27 28 17 29 30 16 2x4 II 4x5= 4x5= 7x10= 7x10= 5x6-=- I 1 8-0-0 1 13-6-0 1 17-6-0 il 9-0-11 2-3-1 1 27-9 -02740 8 33-6-7 I 39-2-11 I 44-11-0 I 8-0-0 5-6-0 4-0-0 1.6-1 5-3-0 3-5-15 04-8 5-8-0 5-8-4 5-8-5 Plate Offsets(X,Y)-- 111:0-0-0,0-0-11,111:0-0-1,0-4-11,111:0-3-8,Edgel,[14:0-3-8,Edge],116:0-3-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.25 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.65 16-17 >510 180 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(TL) 0.05 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:282 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 7-16,9-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 11=678/0-5-8,19=1097/0-5-8,16=1806/0-2-15 Max Horz 19=-285(LC 10) Max Uplift 11=220(LC 12),19=-313(LC 12),16=-407(LC 12) Max Gray 11=709(LC 18),19=1098(LC 21),16=1833(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1301/517,3-4=-1068/483,4-5=-1329/587,5-6=-1328/586,6-7=-265/259, 7-8=-359/337,8-9=-946/461,9-10=-842/352,10-11=-1025/367 BOT CHORD 18-19=-355/1137,17-18=-411/1357,16-17=-227/546,15-16=808/100,7-15=-272/167, 9-14=-327/211,11-12=-224/794 WEBS 3-18=-99/404,8-15=-583/0,8-14=-302/883,12-14=-238/845,10-14.313/161, 2-19=-1287/478,6-16=-1069/492,6-17=-218/1041,5-17=-385/226,4-18=-400/196 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)24-3-1 to 44-11-0 zone;end vertical left 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 lb uplift at joint 11,313 lb uplift at joint 19 and 407 lb uplift at joint 16. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with Mack®connectors.this design is based only upon parameters shown.and Is for an Individual building con iponent.not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent bidding of individual truss web and/or chord members only.Adaltlonal temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with posst le personal injury and property damage. For general guidance regarding the falxlcalion,storage,delivery,erection and bracing of busses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-19 and SCSI Building Component 6904 Parke East Bled. Safety information available from Truss Rate Institute,218 N.Lee Street.Suite 312,Adexandda.VA 22314. Tampa,FL 33610 r- • Job Truss Truss Type i Oty Ply I T12202145 14366T0 T21 Roof Special Girder 11 1 1 Job Reference(optional) j Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:26 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-68aiPzpCoeE1 Nu?E Iipw27r61MfCTMRI H?baS3yW DP? 6-0-0 11-6-10 16-11-7 22-6-1 27-6-8 30-8-9 33-10-8 39-3-0 44-11-0 6-0-0 5-6-10 5-4-14 5-6-10 5-0-7 3-2-1 1 3-1-15 i 5-4-8 i 5-8-0 6x6= Scale=1:92.0 NAILED 7 NAILED NAILED NAILED 2x4 II •• 2x4 II NAILED NAILED 09 , , 8 NAILED 7x10 NAILED NAILED 10x14 = 38 r,!/ 40 NAILED 3x4= 7.001-1-2- NAILED 2x4 II 6x8= NAILED 37 41 6x8- 2 NAILED 3 NAILED 4 NAILED 5 9 29 30 31 32 33""`f,•-35 '_• • :l' .• �,� 10 4x5 i j '�I ire= 3x8= i� 25 i'�!1 54 15. ..55� `� „� 11 Io rolN -� „ 5x6= 5x6= 13 NAILED 12 3x8 II I9 42 43 44 45 46 47 48 49 50 51 52 53 NAILED 57 58 59 60 61 21 20 19 18 17 16 2x4 I NAILED 3x8= 4x5= NAILED 5x6 II 5x6= 7x10 = 6x8= 4x5= 2x4 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 11-6-10 16-11-7 22-6-1I 27-6-8 27-1111-0 33-9-8 33-10-8 39-3-0 44-11-0 6-0-0 5-6-10 5-4-14 5-6-10 5-0-7 0-4-8 5-10-8 0-1-0 5-4-8 5-8-0 Plate Offsets(X,Y)-- [2:0-6-0,Edge],[4:0-3-4,0-3-0],[11:0-3-8,Edge],[11:0-0-1,0-4-11,[11:0-0-0,0-0-1],[14:0-3-8,0-3-01,[15:0-4-0,0-2-12],[18:0-3-4,0-3-0],[22:0-2-8,0-2-121 1 1 LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.30 14-15 >267 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.32 14-15 >245 180 BCLL 0.0 ' , Rep Stress lncr NO WB 0.99 Horz(TL) -0.04 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS 1 Weight:298 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, BOT CHORD 2x4 SP No.1'Except' except end verticals. 6-16,8-13:2x4 SP No.2,14-15:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):23,24 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-2-0 except(ft=length)21=0-5-8,11=0-5-8. (Ib)- Max Horz 21=-284(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 21=-926(LC 8),15=-1708(LC 8), 14=-746(LC 8),11=-171(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 21=1736(LC 36), 15=2170(LC 36),15=1907(LC 1),14=1374(LC 1),14=1374(LC 1),11=514(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2151/1217,2-3=-2507/1569,3-4=-2507/1569,4-5=-2234/1519,5-6=-575/985, 6-7=-472/903,7-8=-412/696,8-9=-406/714,10-11=-612/197,1-21=-1591/898 BOT CHORD 20-21=-253/378,19-20=-965/1938,18-19=-1375/2210,17-18-719/939, 15-22=-1266/1070,6-22=-286/311,13-14=-69/419,14-25=-355/268,8-25=-356/269, 12-13=-94/466,11-12=-95/473 WEBS 2-19=-661/971,3-19=-664/512,4-19=-88/534,4-18=-890/517,5-18=-869/1685, 5-17=-840/581,17-22=-1097/1415,15-23=-684/325,7-23=-675/324,7-24=-314/155, 14-24=-325/160,10-13=-625/181,10-12=-45/462,1-20=-954/1731,22-23=-698/610, 5-22=-1739/1367,23-24=-716/614,24-25=-694/601,9-25=-539/438 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical lett exposed;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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 926 lb uplift at joint 21,1708 lb uplift at joint 15,746 lb uplift at joint 14 and 171 lb uplift at joint 11. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued oft Daae 2 k I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.I0i032015 BEFORE USE la Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an Individual bolding 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 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 sk>bltty 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 l 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 33610 Job Truss Truss Type ' Qty Ply T12202145 14366T0 T21 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:27 2017 Page 2 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-aK84cJggZyMu?2aQsPK9aLOH2m?RCpf1AWfL7_VYW DP_ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-7=-60,7-11=-60,16-21=-20,14-15=-20,13-26=-20 Concentrated Loads(Ib) Vert:2=-102(F)20=-50(F)4=-102(F)18=-50(F)9=-97(F)29=-102(F)30=-102(F)31=-102(F)33=-102(F)34=-102(F)35=42(F)36=42(F)37=42(F)38=42(F) 39=42(F)40=-63(F)41=-97(F)42=-53(F)43=-154(F)44=-50(F)45=-50(F)46=-50(F)47=-50(F)48=-50(F)49=49(F)50=49(F)51=49(F)52=49(F)53=49(F) 54=-184(F)55=-184(F)56=-184(F)57=-4(F)58=-60(F)59=-60(F)60=-159(F)61=13(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 applicabllty of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M I l;� ek• Is always regrired for stabNIty 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/TM 1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information auditable from Inas Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T12202146 14366T0 T22 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:31 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-S6NbShtKdAsKTftB5FO51 BYxj NPJ8sR mQHJK6GyW DOw 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:19.5 Special 5x6 \\ Special 7.00 12 ;. 6 3 r', 2x4 1/01 I limium 1 I I II pt... 7 B 4 Special JUS24 5 3x5= 2-0-0 6-0-0 2-0-0 4-0-0 Plate Offsets(X,Y)-- [2:0-2-11,Edge),[5:0-2-4,0-1-8) 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 0.58 Vert(LL) 0.12 4-5 >599 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.14 4-5 >484 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.24 3 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 3=163/Mechanical,4=73/Mechanical,5=236/0-5-8 Max Horz 5=90(LC 8) Max Uplift 3=-141(LC 5),4=-30(LC 8),5=-123(LC 8) Max Gray 3=169(LC 29),4=106(LC 3),5=253(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 3,30 lb uplift at joint 4 and 123 lb uplift at joint 5. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-2-14 from the left end to connect truss(es)to back face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 9) Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)118 lb down and 160 lb up at 2-0-0,and 92 lb down and 71 lb up at 4-2-14 on top chord,and 48 lb down and 54 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:7=-6(B)8=-2(B) i a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. MI 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 oNy. 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 reaming the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/IP11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate kustttute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 . 1 Job Truss Truss Type Qty Ply 712202147 14366T0 T23 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:35 2017 Page 1 ID:dnLxGl myC66R2ONeZr2lgJz W 6tm-Ltd512wrhPNlyGBzK5T 1 v 1 j iP_iV3gFMLvHYF 1 yW DOs 4-0-0 6-0-0 4-0-0 2-0-0 4x5= Scale=1:24.9 2 • 3 y 7.007 ��12 IR 3x4 411111111 ion ■ ion 5 6 3x4= 4 2x4 I I 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.15 5-6 >472 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.26 5-6 >268 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.21 3 rVa n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MP Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=58/Mechanical,6=232/0-5-8,4=174/Mechanical Max Horz 6=138(LC 12) Max Uplift 3=-42(LC 8),6=-15(LC 12),4=-77(LC 12) Max Gray 3=58(LC 1),6=232(LC 1),4=184(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;end vertical left 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 3,15 lb uplift at joint 6 and 77 lb uplift at joint 4. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 applicabllty of design parameters and properly Incorporate this design Into the overall betiding design. @acing Indicated Is to prevent buckling of IndMdud 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 hlury and property damage. For general gridaroe regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Ins-Mule,218 N.Lee Street.Suite 31Z Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply TI2202148 14366T0 T24 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:39 2017 Page 1 I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Desc7QzMkdtBR uVkZWYz3ttNfb4d?U FxGXFmOpyW DOo 4-0-0 6-0-0 4-0-0 2-0-0 4x5= Scale=1:19.1 2 3 7.00 12 9 1 I11101. i 1 14 5 4 ►, 2x4 I I 3x5 II 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-0-0,0-0-1),11:0-0-1,0-4-1),11:0-2-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.14 5-8 >515 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.26 5-8 >279 180 BCLL 0.0 * Rep Stress lncr YES WB 0.06 Horz(TL) 0.16 3 ri/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8 Max Horz 1=97(LC 12) Max Uplift 3=-42(LC 8),4=-57(LC 12),1=-38(LC 12) Max Gray 3=58(LC 1),4=181(LC 17),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;end vertical left 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 3,57 lb uplift at joint 4 and 38 lb uplift at joint 1. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/032015 BEFORE USE. Design valid for use oNy with Mileke connectors.Tris design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the bullring designer must verify the applicabllty of design parameters and properly incorporate this design Into the overall bu.lding 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 regarci g the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaNable from Truss Plate Institute.218 N.Lee Street Suite 312 Alexandria VA 22314. Tampa,FL 33610 4 I Job Truss Truss Type Qty Ply 112202149 14366T0 T25 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:43 2017 Page t ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-6P67znOsosNdvVoVomcvEj24zCPBxG_XB9DzXayW DOk 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:13.2 Special 4x5 1\ NAILED 2 9 3 )( 7.00 12 1 I 10 11 4 3x5 I I Special NAILED 2x4 II 1-3-0 2-0-0 _ 6-0-0 1-3-0 0-9-0 4-0-0 Plate Offsets(X,Y)-- (1:0-2-8,0-0-31,f1:0-0-1,0-4-11,X1:0-0 0,0-011,(2:0-2-7,0-1-11) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.08 4-5 >628 180 BCLL 0.0 ' Rep Stress!nor NO WB 0.14 Horz(TL) -0.20 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight 21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=118/Mechanical,4=-10/Mechanical,5=-78/0-7-12 Max Horz 5=49(LC 8) Max Uplift 3=-86(LC 4),4=-40(LC 21),5—569(LC 25) Max Gray 3=118(LC 1),4=44(LC 32),5=394(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-171/360 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 3,40 lb uplift at joint 4 and 569 lb uplift at joint 5. 8)"NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)212 lb down and 466 lb up at 2-0-0 on top chord,and 127 lb down and 442 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=202(F)10=252(F)11=-9(F) f WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek®connectors.lnls design Is based only ufx,n parameters shown,and Is for an individual briding component,not a truss system.Before use.the bulking designer must verify the applicat 4lIty of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additlonal temporary and permanent tracing MiTek. Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general riddance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-09 and SCSI Bulking Component 6904 Parke East Bbd. Safely Information available from Truss Plate InstItute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply T12202150 14366T0 VO1 Valley 1 1 • Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:49 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2IgJzW6tm-xZTOEg5dOi7mdQGf81)JT_I6AdcyL_VQZ4gHIDyW DOe 10-0-15 20-1-15 10-0-15 10-0-15 Scale=1:38.7 5x6= 4 7.00 12 15 14 3 5 • 13 16 2 6 'T, r Y 3x4 G 12 11 17 10 18 9 8 3x4 6x6= 0-9-7 20-1-15 0-6-7 20-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-1-1. (lb)- Max Horz 1=-158(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,7 except 11=-155(LC 12),12=-i13(LC 12),9=-155(LC 12), 8=-113(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,7 except 10=381(LC 17),11=401(LC 17),12=266(LC 17), 9=401(LC 18),8=266(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-11=-327/212,5-9=-327/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 10-0-15,Exterior(2)10-0-15 to 13-0-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7 except Qt=lb) 11=155,12=113,9=155,8=113. S � V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mneke 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 Wye personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and buss systems,seeANSI/W1 I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sooty IMormatton available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrla VA 22314. Tampa,FL 33610 • 4, Job Truss Truss Type f~ . ty Ply T12202151 I14366TO V02 GABLE 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:55 2017 Page 1 ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-IjgtUu9OzYuwMLjpVHgjjFYAk2hTliwly07cytyW DOY 1-10-11 2-9-113 11-6-15 I 21-1-2 211-3-4 23-1-15 1-10-11 0-2-2 9-6-2 9-6-2 0-2-2 1-10-11 Scale=1:42.4 5x6= 8 7 09 • i• 10 7.00 12 306 31 : : 11 5 4 r 12 3 13 29 • 32 2 • 14 r k 1 15 o e El 9 - 3x4 i 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 6x6=- 01-7 0-Q-7 23-1-15 0-6-7 23-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 15 rVa n/a BCDL 10.0 j Code FBC2014/TPI2007 Matrix-S Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 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. All bearings 23-1-1. (Ib)- Max Horz 1=171(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,23,24,25,26,27,28,21,20,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)1,15,22,23,24,25,26,27,28,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-2-15 to 4-2-15,Interior(1)4-2-15 to 11-6-15,Exterior(2) 11-6-15 to 14-6-15 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,23,24,25,26, 27,28,21,20,19,18,17,16. 1 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. till Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an hxdivkival[wilding 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' k always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regard ng 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 avdlable from Truss Plate institute,218 N.Lee Sheet,Suite 312,Hexa ndrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12202152 14366T0 V03 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Oct 6 06:19:59 2017 Page 1 ID:dnlxGlmyC66R2ONeZr2lgJzW 6tm-eU4AKFCu1 nOLgyOak7vft5itl f3ZhXZute5p5eyW DOU 7-3-0 14-6-0 7-3-0 I 7-3-0 Scale=1:25.0 5x6= 5 I► 7.00 12 4 el ik III 3 7 18 17 8 2 I _AC 411 1111 Y Y Y Y Y .41r 3x4 i 16 15 14 13 12 11 10 3x4 0-Q-7 14-6-0 I 0-0.7 14-5-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - nta 999 BCLL 0.0 * Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All beatings 14-5-2. (Ib)- Max Horz 1=-99(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,14,15,16,12,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (ib)-Max.Cornp,/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)1-2-15 to 4-2-15,Interior(1)4-2-15 to 7-3-0,Exterior(2)7-3-0 to 10-3-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,14,15,16,12, 11,10. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Busses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ava fable from Truss Plate Ins9Tute,218 N.Lee Skeet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Symbols Numbering System A 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 t /4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. ilk Apply plates to both sides of truss 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI, O_1/1 d� 2. Truss bracing must be designed by an engineer.For WEBS 4 wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I �_ o bracing should be considered. = O 3. Never exceed the design loading shown and never 1.1.411or O o stack materials on inadequately braced trusses. O o 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate e C6-7 — designer,erection supervisor,property owner and plates 0-'/1b"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. connectorlates. THE LEFT. p 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/7P' 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber OP shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports use with fire retardant,preservative treated,or green lumber. • The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, 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 size,and in all respects,equal to or better than that �i�� 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 ff.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. I 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. 4.1.1110 reaction section indicates joint IIIMIZI II III il number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IIIIIIIMI 1116:74 ,Fri 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: NI ANSI/TPI l: 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. snot sufficient. BCSI: BuildingComponent SafetyInformation, M20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, 't�k I/ ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015