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1744 ATLANTIC BEACH DR - TRUSSES w __I •i Lumber design values are in accordance with ANSI/TPI 1 section 6.3 mil, These truss designs rely on lumber values established by others. MiTek® RE: 14894T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: . Model: The Anastasia - Coastal Tampa, FL 33610-4115 Lot/Block: 074 Subdivision: Atlantic Beach Address: 1744 Atlantic Beach Drive, . City: Jacksonville State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo 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: FBC2017/TP12014 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 50 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. Seal# Truss Name Date No. Seal# Truss Name___ Date 1 T12843987 B1 12/29/17 18 T12844004 105 12/29/17 . 2 T12843988 EJ01 12/29/17119 T12844005 T06 112/29/17 3 T12843989 EJ02 12/29/17120 T12844006 107 112/29/17 4 112843990 EJ06 12/29/17121 T12844007 108 112/29/17 5 T12843991 EJ07 12/29/17122 T12844008 109 1 12/29/171 6 T12843992 GEB01 12/29/17123 T12844009 T10 1 12/29/171 7 T12843993 HJO1 12/29/17124 T12844010 T12 12/29/171 8 T12843994 HJO2 12/29/17125 T12844011 T13 12/29/171 9 T12843995 P01 12/29/17126 T12844012 T14 12/29/171 10 T12843996 P02 12/29/17127 T12844013 T16 12/29/17 11 T12843997 P03 12/29/17128 T12844014 T17 12/29/17 12 T12843998 PO4 12/29/17129 7128440151 T18 12/29/17 13 T12843999 P05 12/29/17130 1128440161119 12/29/17 14 T12844000 101 12/29/17131 1128440171120 12/29/171 15 T12844001 T02 12/29/17132 7128440181 T21 12/29/17 1 " 16 T12844002 103 12/29/17133 1128440191122 12/29/17 17 T12844003 104 12/29/17134 T128440201122A 12/29/17 .0%tttt:lliiiii The truss drawing(s)referenced above have been prepared by MiTek ,��0" QU I N t/E<i,, USA, Inc. under my direct supervision based on the parameters `.� J—.•• �G�E�N S�.,c'�'.,� provided by Building Component Supply. •• .' No 68182 Truss Design Engineer's Name: Velez, Joaquin _ *: * _ My license renewal date for the state of Florida is February 28,2019. _ : * 4/// --o : Irl x. MPORTANT NOTE: The seal on these truss component designs is a certification 7.53'. STATE OF :IQ that the engineer named is licensed in the jurisdiction(s)identified and that the �0�•,•,,, 1?"..'., 40 designs comply with ANSITTPI 1. These designs are based upon parameters oe •• O R \O • �• shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �' S C^%� fileereferenMiTek. ce purpose only,and was not�taken into account infor the preparation 000f ''�,SiON Al �.�� these designs. MiTek has not independently verified the applicability of the design Joaquin Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSUTPI 1,Chapter 2. Date: December 29,2017 Velez,Joaquin 1 of 2 RE: 14894T0 - Site Information: Customer Info: Toll Brothers Project Name: . Model: The Anastasia - Coastal Lot/Block: 074 Subdivision: Atlantic Beach Address: 1744 Atlantic Beach Drive, . City: Jacksonville State: FL No. Seal# Truss Name Date 35 T12844021 I T23 12/29/17 36 T12844022 1124 12/29/17 37 T12844023 1125 12/29/17 38 T12844024 1 126 12/29/17 39 T128440251127 12/29/17 40 T128440261-128 12/29/17 41 T128440271-129 12/29/17 42 T12844028 1 T30 12/29/17 43 T12844029 1T31 12/29/17 44 112844030 1T32 12/29/17 45 T12844031 1T33 12/29/17 46 T12844032 1134 12/29/17 47 T12844033 1V01 12/29/17 48 T12844034 j V02 12/29/17 49 Ti2844035 I V03 12/29/17 50 T12844036 j VO4 12/29/17 OFFICE COPY 2 of 2 • 1 `41 Job Truss Truss Type Qty Ply T12843990 14894T0 EJ06 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:07:59 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-RfSsfKY8TgAMuW Owk21 va3FI IdXJ3NcLKAMIzKy4BjU 6-0-0 6-0-0 Scale=1:25.1 3 7.00 FW 12 al N ill O 4x5% 11 (7 2 4 71 3x511 -3_ 6-0-0 0-3 5-9-0 Plate Offsets(X,Y)-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-9 >433 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.14 4-9 >526 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.06 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 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 puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=254/0-3-8,3=148/Mechanical,4=73/Mechanical Max Horz 1=142(LC 12) Max Uplift 1=-103(LC 12),3=-120(LC 12),4=-71(LC 12) Max Gray 1=254(LC 1),3=153(LC 17),4=104(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=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 lett 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 103 lb uplift at joint 1,120 lb uplift at joint 3 and 71 lb uplift at joint 4. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 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 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 Wei( 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/IPII Quaky Criteria,051109 and SCSI Building Component 6904 Parke East Blvd. Safety Information cm-Noble from inns Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job 'Truss Truss Type Oty Ply T12843991 14894T0 EJ07 Jack-Open 4 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:00 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-vrOEsgZmEBIDVgb6HmY87HnOW 1g7ogsUZq61Vny4BjT 6-8-0 6-8-0 2 Scale=1:32.6 '+I T 7.00 12 . - � N J1 3X4 I I 1 4 3x6= 3 6-8-0 6-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.17 3-4 >450 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.23 3-4 >327 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.26 2 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:25 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. REACTIONS. (lb/size) 4=255/0-5-8,2=174/Mechanical,3=81/Mechanical Max Horz 4=202(LC 12) Max Uplift 2=-142(LC 12),3=-12(LC 12) Max Gray 4=255(LC 1),2=194(LC 17),3=122(LC 3) 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=101 mph;TCDL=5.Opsf;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 Exterlor(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-7-4 zone;end vertical 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.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 142 lb uplift at joint 2 and 12 lb uplift at joint 3. 4 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 411-7473 rev.101032015 BEFORE USE mi Design valid for use only with Milek®connectors.Ihls 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 building design. Bracing Indicated Is to prevent budding 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 possbie personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 i `f Job Truss Truss Type Qty Ply T12843992 1489410 GEB01 FLOOR 1 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:00 2017 Page 1 I D:py8sLaxEQ_mhi8R7EQMV Rpz1 NZI-vrOEsgZmE81 DVgb6HmY87HnPk1 gtocDUZg61Vny4BjT 3-1-11 -7- 6-1-9 7-0-9 l 9-1-8 1 10-6-0 111.2-71 12-1-7 I 14-7-13 15-1-5 18-3-0 3-1-11 0-5-8 2-6-7 0-11-0 2-0-15 1-4-8 0-8-7 0-11-0 2-6-7 0.5-8 3-1-11 Scale=1:30.9 LOADS SPECIFIED BY BUILDING DESIGNER 4x5= 4x5= 8x12 MT2OHS= 4x5= 4x5= 5x6= x6= 15 2 3 4 5 6 7 u i NI • :,1_11 •.___ •1..1.< _• I.,. ro ►_ 13 12 11 10 9 5x6= ... 2x4= 5x6= 4x5= 7x14 MT2OHS= 4x5= 2x4= 3-1-11I ?7-a 6-1-9 , 7-0-9 1 9-1-8 1 10-6-0 111-2-7J 12-1-7 1 14-7-13 155-1-5 18-3-0 3-1-11 5 2-6-7 0-11-0 2-0-15 1-4-8 0-8-7 0-11-0 2-6-7 5.8 3-1-11 Plate Offsets(X,Y)-- (1:0-4-0,0-2-8],]4:0-6-0,0-4-8],]7:0-4-0,0-2-8],(9:0-2-0,0-2-8],(13:0-2-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.73 Vert(LL) -0.19 11 >999 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.71 Vert(TL) -0.49 11 >441 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-8-0 oc bracing. REACTIONS. (lb/size) 14=1668/0-3-8,8=1668/0-3-8 Max Uplift 14=-1668(LC 3),8=-1668(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1627/1489,1-2=-2901/2900,2-3=-5057/5049,3-4=-6369/6387,4-5=-6369/6387, 5-6=-5057/5049,6-7=-2901/2900,7-8=-1627/1489 BOT CHORD 12-13=-2900/2901,11-12=-5049/5057,10-11.5049/5057,9-10=-2900/2901 WEBS 2-13=-1408/1049,3-12=-1040/721,4-11=-1307/0,5-10=-1040/721,6-9=-1408/1049, 1-13=-3137/3149,2-12=-2403/2412,3-11=-1497/1468,5-11=-1497/1468, 6-10=-2403/2412,7-9=-3137/3149 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)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1668 lb uplift at joint 14 and 1668 lb uplift at joint 8. 5)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. 6)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. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 9-1-8 on top chord,and 1038 lb up at 9-1-8 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-14=-10,1-7=-118 Concentrated Loads(Ib) Vert:4=-1038(F) 2)Dead:Lumber Increase=1.60,Plate Increase=1.60 1 ► o WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10.032015 BEFORE USE. Design valid for use only with Mita®connectors.Ibis 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 Miff** Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrtcatkxn.storage.delivery,erection and bracing of trusses and Buss systems.seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 f Job Truss Truss Type Qty Ply T12843992 1489410 GEB01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:00 2017 Page 2 ID:py8sLaxEO_mhi8R7EQMVRpz1 NZI-vrOEsgZmE8lDVgb6HmY87HnPklgtocDUZg61Vny4BjT LOAD CASE(S) Uniform Loads(pIf) Vert:8-14=-10,1-7=-118 Concentrated Loads(Ib) Vert:11=1038(F) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:8-14=118(F),1-7=10(F) Concentrated Loads(Ib) Veil:11=1038(F) • Q 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 Mick®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 End permanent bracing MiTek" Is always required for stability and to prevent colicpse 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 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Tris Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12843993' 14894T0 HJO1 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:01 2017 Page 1 ID:bJOG2yxTVP3BUB_7f0VMeVywExl-N2Zc40a0?SQ47g9JrT3NfUKjdQKnXH6enUrs1 Dy4BjS 1-11-13 1-11-13 Scale=1:10.5 4.95 12 3 3x4 , v 3x5 I I 4 1-11-13 1-11-6 Plate Offsets(X,Y)-- 11:0-2-0,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-13 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 REACTIONS. (lb/size) 1=79/0-4-3,3=53/Mechanical,4=26/Mechanical Max Horz 1=33(LC 12) Max Uplift 1=-35(LC 12),3=-40(LC 12),4=-23(LC 12) Max Gray 1=79(LC 1),3=53(LC 1),4=33(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=45th L=24th eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;porch left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 1,40 lb uplift at joint 3 and 23 lb uplift at joint 4. mit V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IO1132015 BEFORE USE. Design valid for use only with Mitek®connectors.INs 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 building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. ts always required for stabtilly 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/IPII Qualify Criteria,D5B-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcNotrle from Trus Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12843994, 14894TO HJO2 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:02 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-rE7_HMaomlYxl_kVPBacCituPgglJGkMn08bPzfy4BjR 2-8-7 2-8-7 Scale:V=1' 3 4.95 12 4x5 2 I I I 4 3x5 II 0-3-8 2-8-7 0-3-8 2-4-15 Plate Offsets(X,Y)-- (1:0-2-0,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl 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(CT) 0.01 4-9 >999 180 BCLL 0.0 ` Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a ria BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=130/0-4-15,3=54/Mechanical,4=27/Mechanical Max Horz 1=45(LC 12) Max Uplift 1=-61(LC 12),3=-43(LC 12),4=-27(LC 12) Max Gray 1=130(LC 1),3=54(LC 1),4=37(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=5.0psf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,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 61 lb uplift at joint 1,43 lb uplift at joint 3 and 27 lb uplift at joint 4. 4 0 WARNING-Verity 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 MI lek®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 burg design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing Mile k is always required for stability and to prevent collapse with possible personal knlrry and properly damage. For general guidance.regarding the fabrcatio n.storage,delNery.erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd Safely Information avcilable from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 F a Job Truss Truss Type Oty Ply 712843995 14894T0 P01 Piggyback 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:03 2017 Page 1 I D:bJOG2yxTVP3B U B_7f0VM eVywExl-J OhN VibfX3goM7Jhzu5rkvP5tEoK?BBwFoKy66y4BjO 5-8-1 11-4-2 5-8-1 I 5-8-1 Scale=1:18.0 4x5 I I 7.00 12 4 17 16 3 18 15 2 w w w w 6 w ` 8 9 1 r r r III I=9-, a la s is 14 13 12 11 10 11-4-2 11-4-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:39 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 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OTHERS 2x4 SP No.3 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND REACTIONS. All bearings 9-7-13. (NORMAL TO THE FACE),SEE STANDARD INDUSTRY s 97-13 10) GABLE END DETAILS AS APPLICABLE,OR CONSULT (Ib) Max Horz Max Uplift All uplift 100 lb or less at joint(s)1,2,8,14,11,13,10 QUALIFIED BUILDING DESIGNER AS PER ANSIlfPI 1. Max Gray All reactions 250 lb or less at joint(s)1,9,2,8,12,14,11,13,10 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-0-2 to 4-0-2,Interior(1)4-0-2 to 5-8-1,Exterior(2)5-8-1 to 8-8-1 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)1,2,8,14,11,13, 10. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARN*VG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mlleke connectors.lhls design is based only upon parameters shown.and Is for an Individual holding component,not a lass 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 hluy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information avcilable from Truss Nate Institute.218 N.Lee Street.Suite 312. iexandrta VA 22314. Tampa,FL 33610 A it Job Truss Truss Type Qty Ply i T12843996' 14894T0 P02 Piggyback 7 1 li Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:04 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-ndFli2cHlNof_HutWcd4H7yCUeJEkex4US4W eYy4BjP I 5-8-1 11-4-2 5-8-1 I 5-8-1 4x5 II Scale=1:22.0 3 P„.,, 7.00 12 8 R 7 10 4 I, 2 1111 5 Q , 1a :$ i:i::�:: Ci::: i5:� :�:i : I.L d 2x4= 6 2x4 II 2x4— I 11-4-2 11-4-2 i 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 0.29 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 5 rVr 120 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:38 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 REACTIONS. (lb/size) 2=217/9-7-13,4=217/9-7-13,6=404/9-7-13 Max Horz 2=89(LC 10) Max Uplift 2=-96(LC 12),4=-96(LC 12),6=-67(LC 12) Max Gray 2=217(LC 21),4=217(LC 22),6=404(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-256/134 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;MWFRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 5-8-1,Exterior(2)5-8-1 to 8-8-1 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 20.0psf 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)2,4,6. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. t � Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11-7473 rev.1003/2015 BEFORE USE. mi Design valid for use only with MlTekSl connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing i MiTek. Is always required red for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the '"'(le fabrk.atbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TPI I Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 � _ I r Job Truss Truss Type Qty Ply 712843997, 14894T0 P03 Piggyback 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:04 2017 Page 1 I D:bJGG2yxTVP3BUB_7f0VMeVywExl-ndFli2cHlNof_HutW cd4H7yCeeJLkez4US4W eYy4BjP 5-7-3 11-2-7 5-7-3 I 5-7-3 4x5 I I Scale=1:21.6 3 r1 111117.°°1-f 7.00 12 9 10 rF 7 4 2 5 1 Ia 2x4= 2x4 8 2x4 11-2-7 11-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 5 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 * Rep Stress Ina YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:37 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 REACTIONS. (lb/size) 2=214/9-6-2,4=214/9-6-2,6=398/9-6-2 Max Horz 2=-88(LC 10) Max Uplift 2=-95(LC 12),4=-95(LC 12),6=-66(LC 12) Max Gray 2=214(LC 21),4=214(LC 22),6=398(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-252/132 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;MW FRS(directional)and C-C Exterior(2)0-3-11 to 3-3-11,Interior(1)3-3-11 to 5-7-3,Exterior(2)5-7-3 to 8-7-3 zone;C-C for members and forces&MW FRS 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)2,4,6. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 1 � V 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 Mlleke connectors.This design Is based only upon parameters shown,and is for an individual budding 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 brldkrg 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.seeANSVIPII Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 Qty ply T12843998 14894T0 PO4 Piggyback 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:05 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExI.Fpp7vodv3gwVcRT44J8JgKVP02fYT5bDi6p3A_y4Bj0 4-0-0 I 7-2-7 I 11-2-7 4-0-0 3-2-7 4-0-0 Scale=1:19.0 3x6= 2x4 II 3x6= 3 4 5 1116. 7.00 12 9 _ KE 10 WA 7 It 0 8 2x4= 2x4= 2x4 I I l 11-2-7 11-2-7 Plate Offsets(X,Y)— [3:0-3-0,0-1-121,[5:0-3-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a ri/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:35 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 REACTIONS. (lb/size) 2=288/9-6-2,6=288/9-6-2,8=250/9-6-2 Max Horz 2=62(LC 11) Max Uplift 2=-124(LC 12),6=-124(LC 12),8=-37(LC 9) Max Gray 2=288(LC 1),6=288(LC 1),8=264(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-297/205,3-4=-257/215,4-5=-257/215,5-6=-297/206 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;End.,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 7-2-7 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)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)8 except(jt=Ib) 2=124,6=124. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.las3/2015 BEFORE USE. 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 buldig design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k k 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 buss systems.seeANSI/lP11 Quality Criteria,OSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 Qty Ply 1 T12843999 14894T0 P05 Piggyback 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:06 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-k?NV7kdXq_2MDb2Ge 1 fYMY1 aiR?uCXKNxmZdiQy4BjN 2-0-0I 9-2-7 11-2-7 2-0-0 7-2-7 I 2-0-0 I Scale=1:19.0 3x6= 2x4 II 3x6= 7.0012 3 9 4 10 5 a 1.7 6 d u: 2 7 11 8 2x4= 2x4 II 2x4= 11-2-7 11-2-7 Plate Offsets(X,Y)-- 13:0-3-0,0-1-121,15:0-3-0,0-1-1211 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 ` Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-S 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=226/9-6-2,6=226/9-6-2,8=374/9-6-2 Max Horz 2=29(LC 11) Max Uplift 2=-87(LC 12),6=-87(LC 12),8=-136(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-254/175,5-6=-254/176 WEBS 4-8=-262/221 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-11 to 6-2-15,Interior(1)6-2-15 to 9-2-7,Exterior(2)9-2-7 to 10-10-12 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)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)2,6 except(jt=lb) 8=136. 8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.1003/2015 BEFORE USE. la , Design valid for use only with Mitek®connectors.This design is based only upon paramoters shown,and is tot an individual building r.ornp onent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall binding design. Bracing Indicated is to prevent buckling of indMd ai 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 muss systems,seeANSI/1Pt I Quality Criteria,DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safely IMormatIon avoidable-from Truss Plate institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tempa.FL 33610 1 Job Truss Truss Type Oty Ply TI2844000 14894T0 T01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:07 2017 Page 1 ID:bJOG2yxTVP3BUB_7fOVMeVywExl-CCxtK3e9blADridSCkAnvlanKrOxx?j WAOIAFty4BjM 9-1-8 18-3-0 9-1-8 9-1-8 I 5x6= Scale=1:34.8 7 6 • , 8 � 7.00 FIT 1 r 9 5 i r 10 4 h n 1 li d: 3 11 J r 2 12 h. 1 13 O 7 _ El 0 El" 0 "B El O 1% ................................................................•...❖.•.•.❖.......•...•v ........t❖.o•.ttstt....e.......... 6 3x4 i 24 23 22 21 20 19 18 17 16 15 14 3x4 6x6=- 18-3-0 18.3.0 18-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud 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(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight 107 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 REACTIONS. All bearings 18-3-0. (lb)- Max Horz 1=-150(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,20,21,22,23,24,18,17,16,15,14 Max Gray All reactions 250 lb or less at joint(s)1,13,19,20,21,22,23,24,18,17,16,15,14 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 9-1-8,Comer(3)9-1-8 to 12-1-8 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)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)1,20,21,22,23, 24,18,17,16,15,14. 1 IMMO 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi," Design valid for use only with MiTek<8 connectors.this design Is based only upon parameters shown"and Is for an Individual building component not a truss system.Before use,the balking 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. Addltional 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.seeANSJ/TPI l QuaBIy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312"Alexandria"VA 22314. Tampa.FL 33610 r ► Job Truss Truss Type Qty Ply F T12844001 14894T0 T02 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:08 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-gOUGYPfnMbl4TvCflRhORz6thFZggOIg042jnJy4BjL 4-2.4 9-1-8 14-0-12 18-3-0 4-2-4 4-11-4 4-11-4 4-2-4 7x6= Scale=1:38.5 4 7.00 FIT 19 2x4 I I 2x4 II 3 5 18 21 4x5 441114 2411° 4x5 2 B 1 7 9 22 23 8 3x8 I I 6x6= 4x5= 3x8 I I 4-2-4 14-0-12 18-3-0 4-2-4 9-10-8 4-2-4 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,[7:0-4-7,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- In (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.22 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.45 8-9 >484 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-3 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 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=730/0-5-8,7=730/0-5-8 Max Horz 1=151(LC 11) • Max Uplift 1=-192(LC 12),7=-192(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1095/317,3-4=-1194/440,4-5=-1213/451,5-7=-1099/314 BOT CHORD 1-9=-205/998,8-9=-83/609,7-8=-203/892 WEBS 4-8=-183/600,5-8=-293/227,4-9=-172/587,3-9=-285/221 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 12-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=192,7=192. 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 Mi1ekt 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►nkiy and properly damage. for general Andante regardbng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sally Information available from Truss Plate InsBhrte,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I 1 Job Truss Truss Type (qty Ply 112844002 14894T0 103 Roof Special 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:09 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-8a2ellgP6vQx42nrJ9C F_Af2Hfu7PrEpdknHJly4BjK 4-2-4 9-1-8 14-0-12 15-10-7 18-3-0 I 4-2-4 l 4-11-4 4-11-4 1-9-11 I 2-4-9 i 7x6= Scale=1:36.4 4 7.00 Fli 16 17 2x4 I I 2x4 II 3 5 ! II 6 6x6_ 2x4 II 15 7 4x5 iigil liar iiic. 1 .5I.AAM spy r 1 .140 7 N gz 3x8 'I 10 18 19 9 e 6x6= 4x5= 4x5= 4-2-4l 14-0-12 l 18-3-0 4-2-4 9-10-8 4-2-4 Plate Offsets(X,Y)-- (1:0-3.8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 • TC 0.35 Vert(LL) -0.22 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.45 9-10 >484 180 BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:97 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-2 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. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=724/0-5-8,8=724/Mechanical Max Horz 1=-132(LC 10) Max Uplift 1=-187(LC 12),8=194(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1089/309,3-4.1170/432,4-5=-1113/404,5-6.1030/282 BOT CHORD 1-10=-267/978,9-10=-145/591,8-9=-236/854 WEBS 3-10=-284/220,4-10=-172/584,4-9.149/540,6-8=-1087/290 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 12-1-8,Interior(1)15-10-7 to 18-1-4 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 20.0psf 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=187,8=194. 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 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 possbie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely IMormallon avdtable from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 f ‘ Job Truss Truss Type Qty Ply T12844003 14894T0 T04 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:10 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-cmcOz5h2tDYoiCL1 tsjUXNCD13EX8GMysOXgrCy4BjJ 4-2-4 I 9-1-8 I 13-10.7 I 18-3-0 4-2-4 4-11-4 4-8-15 4-4-9 7x6= Scale=1:36.4 4 O, 7.0012 15 5 16 2x4 I I 6x6= 4x56 = • 3 14 111,3471 i v.- 4x5 i J: 2 1 i r ►/ 3x8 II 9 18 19 8 7 6x6= • 4x10= 2x4 II 4-2-4 13-10-7 18-3-0 I 4-2-4 9-8-3 I 4-4-9 Plate Offsets(X,Y)-- (1:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.43 8-9 >501 180 BCLL 0.0 ' Rep Stress incr YES WB 0.38 Horz(CT) 0.01 7 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=724/0-5-8,7=724/Mechanical Max Horz 1=-115(LC 10) Max Uplift 1=-180(LC 12),7=200(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1097/300,3-4=-1145/424,4-5=-1066/374,5-6=-829/242,6-7=-713/253 BOT CHORD 1-9=-309/973,8-9=-187/586 WEBS 3-9=-289/220,4-9=-173/584,4-8=-116/534,5-8=-768/340,6-8=-285/1015 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=45tt;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 9-1-8,Exterior(2)9-1-8 to 12-1-8,Interior(1)13-10-7 to 18-1-4 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 20.0psf 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=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=180,7=200. li 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.10)03f2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design Is bused only upon parameters shown,and Is for an Irdtedual building component.notMN a truss system.Setae 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 Indlvkival 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 trusses and truss systems,seeANSl/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6804 Parke East Blvd. Safety Informalon avaYable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 r s Job Truss Truss Type Qty Ply T12844004 14894T0 T05 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:10 2017 Page 1 ID:bJQG2yxTVP3BU B_7f0VMeVywExl-cmcOz5h2tDYoiCL1 tsjUXNC6r3D78GnysOXgrCy4BjJ 4-2-4 9-1-8 11-10-7 14-0-12 I 18-3-0 4-2-4 4-11-4 2-8-15 2-2-5 4-2-4 7x6= Scale=1:36.4 4 r1 5x8= 2x4 I I 4x5= 7.00 12 5 6 7 16 Es rimimimmimr.. 2x4 II 3 15 m 4x5 O 2 1r ■• �wr. w -4 3x8 II 10 19 20 9 8 6x8= 4x10= 2x4 II 4-2-4 14-0-12 18-3-0 4-2-4 9-10-8 4-2-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge),15:0-3-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.24 9-10 >901 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.51 9-10 >423 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.01 8 rVa Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=724/0-5-8,8=724/Mechanical Max Horz 1=154(LC 12) Max Uplift 1=-171(LC 12),8=-209(LC 12) Max Gray 1=728(LC 17),8=724(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1111/287,3-4=-1118/404,4-5=-693/245,5-6=-664/212,6-7=-664/212, 7-8=-712/264 BOT CHORD 1-10=-345/968,9-10=-229/607 WEBS 3-10=-256/207,4-10=-164/551,6-9=-586/288,7-9=-299/957 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 11-10-7 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 20.0psf 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=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=171,8=209. 1 l V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10A7312015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ek• 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/1PI I Quality Criteria,DS11-69 and BCSI Building Component 6904 Parke East BNd. Safely In iomwbfon avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 1 , Job Truss Truss Type Qty Ply T12844005 14894T0 T06 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:11 2017 Page 1 I D:bJQG2yxNP3BUB_7fOVMeVywExl-4zAOARhgeW gfKMwERaFj3bkRjSdLthP652GNOey4BjI 6-8-0 6-5-0 Scale=1:34.2 3 2x4 H 7.00 12 i 3x4 i 2 I� 3x4 1 1.14 . • II II111 II �. 5 9 4 6 JUS24 2x4 II 6x6= 4x5= JUS24 JUS24 6-8-0 6-8-0 Plate Offsets(X,Y)-- 11:0-1-12,0-1-81,12:0-1-8,0-1-81,15:0-3-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(CT) 0.00 4 n/a Na BCDL 10.0 Code FBC20171TP12014 Matrix-MP Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, ROT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1515/0-5-8,4=1111/Mechanical Max Horz 6=152(LC 8) Max Uplift 6=-359(LC 8),4=406(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-896/202,1-2=-959/210 BOT CHORD 4-5=-297/804 WEBS 2-5=-299/1058,1-5=-166/878,2-4=-1149/424 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;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=359,4=406. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-8-12 from the left end to 4-8-12 to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:7=-708(F)8=-704(F)9=-704(F) t ► V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. � 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 verity the applicability of design parameters and properly incorporate this design Into the overdl buldinng 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/IP11 Quality Cdterta,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 T12844006 1489410 T07 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:14 2017 Page 1 ID:bJQG2yxTVP3BU B_7f0VMeVywExl-VYsXoTkYxR2EBgfo6ioQhDMpYgbU4xOYnOV2_zy4BjF 4-3-3 8-4.9I 13-4-3 18-3-12 I 22-11-10 I 27-11-0 4-3-3 4-1-6 4-11-9 4-11-9 4-7-14 4-11-6 Scale=1:50.4 NAILED 3x6= 7x10 4x5= 2x4 II NAILED 7x6= NAILED NAILED 7x1O-- 3 3 19 4 20 5 21 22 6 23 24 25 7 7.00 12 Ili 13 B nn nn 6 nn nn 4x5 e. 2 ri ✓ 18 2 v 0 1 U [I 11e1 nnnn Q nn nn fi _. 26 27 28 29 13 12 11 10 9 8 4x6—_ 2x4 I 4x5= 8x10= 7x10= NAILED 5x6= NAILED 3x6 II THD26 NAILED NAILED 4-3-3 8-4-9 13-4-3 18-3-12 22-11-10 27-11-0 4-3-3 4-1-6 I 4-11-9 1 4-11-9 i 4-7-14 4-11-6 Plate Offsets(X,Y)-- (1:0-0-0,0-1-4],[3:0-6-0,Edge],[7:0-3-8,Edge1,[8:0-3-0,0-0-8],110:0-5-0,0-4-41,[11:0-5-0,0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.15 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.24 10-11 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(CT) 0.14 18 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. 7-8,7-9:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1595/0-5-8,18=2395/0-3-8 • Max Horz 1=201(LC 8) Max Uplift 1=-498(LC 8),18=-1044(LC 5) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2529/812,2-3=-2432/850,3-4=-2719/1020,4-5=-3038/1185,5-6.3038/1185, 6-7=-1946/819 BOT CHORD 1-13=-838/2116,12-13=-838/2116,11-12=-772/2050,10-11=-1029/2737,9-10=844/1997 WEBS 2-12=-257/201,3-12=-53/270,3-11=-415/1062,4-11=-686/355,4-10=-529/613, 5-10=-324/237,6-10=-534/1594,6-9=-1826/866,7-9=-1131/2714,7-18=-2414/1053 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=28ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=498,18=1044. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 18-3-12 from the left end to connect truss(es) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 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 v WARNING-Verily 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 MITeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a huts 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,see.ANSI/lPl1 Quality CaterIa,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormallon avdlable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T128440061 14894T0 T07 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:14 2017 Page 2 ID:bJQG2yxTVP3BU B_7f0VMeVywExl-VYsXoTkYxR2EBgfo6ioQhDMpYgbU4xOYnOV2_zy4BjF LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=60,3-7=-60,8-15.20 Concentrated Loads(Ib) Vert:10=-1091(B)21=-114(B)22=-114(B)23=-114(B)25=-114(B)26=-61(B)27=-61(B)28=-61(B)29=-61(B) 4444. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10433/2015 BEFORE USE. Design valid for use only with Mlleke connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the bulking designer must verity the applicability of design parameters and properly incorporate this design Into the overall T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wok' Is always reyrhed for stability and to prevent collapse wlh possible personal IJuy and property damage. For general guidance regarding the fatxicafbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSi/tP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Sulte 312,Alexcndda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply - T12844007 14894T0 TO8 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:14 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-VYsXoTkYxR2EBgfo6ioQhDMsygfc4OPYnOV2_zy4BjF 5-4-1 10-4-9 16-3-5 22-0-4 27-11-0 5-4-1 I 5-0-9 5-10-12 I 5-9-0 I 5-10-12 Scale=1:49.9 3x6= 7x10 2x4 11 6x6= 5x12 4 21 22 23 5 6 24 7 7.00 12 4x5 -id: II 3 m 19 I _ 18 th 4x5 2 0 1 12 11 25 10 26 9 27 8 3x8 II 2x4 II 6x6= 7x10= 4x5= 2x4 II 5-4-1 10-4-9 16-3-5 22-0-4 27-11-0 5-4-1 I 5-0-9 5-10-12 I 5-9-0 I 5-10-12 Plate Offsets(X,Y)-- (1:0-3-8,Edge),14:0-6-0,Edge),17:0-5-8,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.07 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.14 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.12 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=1111/0-5-8,18=1088/0-3-8 Max Horz 1=249(LC 12) Max Uplift 1=-261(LC 12),18=-360(LC 9) Max Gray 1=1124(LC 17),18=1137(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1692/498,3-4=-1428/471,4-5=-1214/447,5-6=-1214/447,6-7=-834/288 BOT CHORD 1-12=-612/1455,11-12=-612/1455,10-11=-455/1192,9-10=-297/851 WEBS 3-11=-425/191,4-11=-56/374,5-10=-358/226,6-10=-230/554,6-9=-779/381, 7-9=-412/1192,7-18=-1141/383 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=28ft;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 10-4-9,Exterior(2)10-4-9 to 14-7-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.Opsf. 5)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=261,18=360. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.%Is 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 trusses and truss systems,seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Atexandlla,VA 22314. Tampa.FL 33610 r _ Job Truss Truss Type Qty Ply 112844008 14894T0 T09 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:15 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-zkOvOpkAil B5ozE?gQJfERv_4?Qp00iO9EbXPy4BjE 6-4-1 12-4-9 20-1-13 { 27-11-0 6-4-1 6-0-9 7-9-3 7-9-3 Scale=1:58.2 3x6= 3x6= 6x6 \\ 4x5= 5x12 4 19 20 5 21 6 7.00 TIF 4x5 18 3 CZ ' 4x5 i 17 16 2 1 • of f R SI 10 9 22 8 23 7 -B II 2x4 II 7x10= 4x5= 3x4 I I 6-4-1 12-4-9 20-1-13 27-11-0 6-4-1 6-0-9 7-9-3 7-9-3 Plate Offsets(X,Y)-- [1:0-3-8,Edqe),[6:0-5-8,0-3-0],f9:0-3-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.93 Horz(CT) 0.13 16 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1111/0-5-8,16=1088/0-3-8 Max Horz 1=297(LC 12) Max Uplift 1=-249(LC 12),16=365(LC 9) Max Gray 1=1117(LC 17),16=1178(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1666/461,3-4=-1300/415,4-5=-1071/418,5-6=-913/325 BOT CHORD 1-10=-617/1439,9-10=-617/1439,8-9=-325/913 WEBS 3-9=-555/240,4-9=0/326,5-9=-137/326,5-8=-683/405,6-8=-440/1224,6-16=-1181/393 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=28ft;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 12-4-9,Exterior(2)12-4-9 to 16-7-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.0psf. 5)Bearing at joint(s)16 considers parallel to grain value using ANSI/I-Pi 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=249,16=365. 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 Mitek®connectors.This design Is based only upon parameters shown.and is for an individual[wilding component,not a truss system.Before use,the bulking designer must verify the appllcabllfy of design parameters and properly Incorporate this design into the overall building design. Brachg Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional Temporary and permanent bracing Milek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general gr/dance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Oudiy Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12844009 14894T0 T10 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:16 2017 Page 1 I D:bJQG2yxT V P3BU B_7f0VM eVyw Exl-RwzH D81oT3JyQ7p BD7qumeSAcTKNYvNrEJ_83ry4Bj D 7-4-1I 14-4-9 18-9-9 23-2-8 I 27-11-0 7-4-1 7-0-9 4-5-0 4-5-0 4-8-8 3x6= Scale=1:60.6 3x6= 6x6 11 2x4 II 4x5= 4x5= 7.00 12 4 20 5 6 21 7 6x8 fa d `1 19 i ti 3 0 C 2 4x5 All ` " \ 13 o01S111 .' `1 rA 1.7.41 1. • 11 10 22 23 9 24 25 8 2x4 I 7x10= 4x5= 4x5= 3x8 11 7-4-1 14-4-9 21-0-1 27-11-0 7-4-1 I 7-0-9 6-7-8 I 6-10-15 Plate Offsets(X,Y)-- (1:0-4-7,Edge),110:0-4-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.16 10-11 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.67 Horz(CT) -0.03 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:209 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-2-8(3-10);6-9-9(5-9); SLIDER Left 2x6 SP No.2 1-6-0 T-Brace: 2x4 SP No.3-6-8 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=1099/0-5-8,13=1117/0-3-8 Max Horz 1=345(LC 12) Max Uplift 1=-231(LC 12),13.383(LC 9) Max Gray 1=1114(LC 17),13=1198(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1642/410,3-4=-1161/348,4-5=-939/366,5-6=-685/235,8-13=-354/1100 BOT CHORD 1-11=-608/1423,10-11=-608/1421,9-10=-304/805,8-9=-183/495 WEBS 3-11=0/275,3-10=-696/291,4-10=0/275,5-10=-149/392,5-9=-522/285,6-9=-213/780, 6-8=-1125/424 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=28ft;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 14-4-9,Exterior(2)14-4-9 to 18-9-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are 3x4 MT20 unless otherwise indicated. 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)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 1=231,13=383. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I. I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg 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 Is to prevent buckling of IndMduxi truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible persorxi Injury and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1PI l Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Bled. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T12844010 14894T0 T12 COMMON 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:17 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-v7XfRUmREMRo2HONngL7Js_T3tmbH W C_Tzjibly4BjC 31-8 6-4-8 3-1-8 3-3-0 4x5 II Scale=1:16.2 2 7.00 12 diaddig I�I 4 2x4 11 2x4 3 2x4 o 3-1-8 6-4-8 3-1-8 3-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 REACTIONS. (lb/size) 1.249/Mechanical,3=252/0-3-8 Max Horz 1=-52(LC 10) Max Uplift 1=-65(LC 12),3=-64(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-308/142,2-3=-308/142 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=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. t I A WARNING-Verify 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 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 MR*" lei• 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/JP11 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 1 Job Truss Truss Type Qty Ply T12844011 14894T0 T13 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:20 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-JiDo3W oJXHpNvl6ySzvgxUcyg5kYUr7R9xyMCcy4Bj9 12-8-8 1 1-8-0 I 4-8-8 3-2 6-0-8 I 7-4-8 I 8-8-8 1 10-0-8 1 11-4-8 112-1-1 15-9-0 I 17-5-0 I 1-8-0 3-0-8 6-6-1d 0-9-6 1-4-0 1-4-0 1-4-0 1-4-0 0-9-6 6-6-1d 3-0-8 1-8-0 5x6= Scale=1:35.9 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM,OR PROPERLY CONNECTED 13 PURLINS AS SPECIFIED. .. 46 11 •�` 15 r 17 8 NAILED a 19 NAILED NAILED 6 7.00 12 7x10%• 5x6 �` NAILED 5x6-� 3 � D 12 D 7x10 4x5* All ►1,w ,Iw I`SAM= w w ►l-,i`w 4x5 r r r r 2 `idler`], 1 1 w I I I10 Ill w �; 23 , 'Iffill •111MIMW 1� `- '10x12= ' �� , 24 d 1 w. I I % \ 1ocO'� 2IIILI 1 1 MOMI1I�I I' I 111 II 10 j� 3929 40 28 41 42 27 43 44 26 25 0 3x6 I I NAILED NAILED 6x8="-- 4x10= NAILED NAILED 4x5= 3x6 I I NAILED NAILED NAILED 1 1-8-0 1 5-3-2 1 8-8-8 1 12-1-14 15-9-0 17-5-0 1 1-8-0 3-7-2 3-5-6 3-5-6 3-7-2 1-8-0 Plate Offsets(X,Y)-- 11:0-2-8,0-0-71,13:0-3-4,Edge),122:0-3-4,Edge],124:0-3-7,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.05 27-28 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 27-28 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.17 Horz(CT) 0.02 24 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. 3-22:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):7,12,18 • WEBS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND REACTIONS. (lb/size) 1=697/0-3-8,24=662/0-3-8 (NORMAL TO THE FACE),SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Horz 1=-130(LC 6) QUALIFIED BUILDING DESIGNER AS PER ANSI/I-PI 1. Max Uplift 1=-378(LC 8),24=-295(LC 8) Max Gray 1=697(LC 1),24=681(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-948/547,3-4=-1211/716,4-5=-705/497,5-7=-705/497,7-9=-376/241, 9-10=-376/241,10-12=-376/241,12-14=-376/241,14-16=-376/241,16-18=-376/241, 18-20=-751/402,20-21=-751/402,21-22=-1228/621,22-24=-932/428,4-6=-637/280, 6-8=-620/339,8-11=-621/384,11-13=-599/411,13-15=-585/413,15-17=-610/385, 17-19=-603/338,19-21=-622/283 BOT CHORD 1-29=-416/806,28-29=-417/806,27-28=-670/1245,26-27=-566/1193,25-26=-317/745, 24-25=-322/744 WEBS 3-28=-264/461,7-27=-436/288,12-27=-211/344,18-27=-430/210,22-26=-267/480, 12-13=-324/458 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;MWFRS(directional);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 20.0psf 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)except(jt=1b) 1=378,24=295. 8)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)'NAILED"indicates 3-10d(0.148"x31 or 2-12d(0.148°x3.25°)toe-nails per NDS guidlines. 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 4 1 v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. 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 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component ' 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type n r Qty Ply 1128440111 14894T0 T13 Hip Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:20 2017 Page 2 ID:bJQG2yxTVP3BUB_7(0VMeVywExd-JiDo3W oJXHpNvl6ySrvgxUcyg5kYUr7R9xyMCcy4Bj9 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,21-22=-60,22-24=-60,30-34=-20,4-13=-60,13-21=-60 Concentrated Loads(Ib) Vert:29=-6(F)39=-7(F)40=-6(F)41=-6(F)42=-6(F)43=-6(F)44=73(F) ' V 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 oNy with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,notMIT" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Info 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 slabllfy and to prevent collapse with possble personalty and property damage. For general guidance regarding the j fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Cully Cnterla,DS8-89 and SCSI Building Component 6904 Parke East Blvd. 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 T12844012 14894T0 T14 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:21 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-nunAGspxlbxE W uh90gQ3Ti97XU6eDG9aObhvk3y4Bj8 4-6-0 l 8-8-8 12-11-0 17-5-0 4-6-0 4-2-8 4-2-8 4-6-0 8x6_ Scale=1:36.9 4 7.00 I12 22 2xj1 / 4// 2315 , 2x 20 4.‘ 2 4x5 i • 1 OF21 *21 K1,51 6x6= 8 3x6 II 4x5= 3x6 II 6-0-12 11-4-4 17-3-8 177 -0 6-0-12 5-3-8 5-11-4 0-1-8 Plate Offsets(X,Y)-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.06 8-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.05 8-18 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.31 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:90 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 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=465/0-5-8,7=279/0-5-8,8=649/0-5-8 Max Horz 1=-144(LC 10) Max Uplift 1=147(LC 12),7=-213(LC 12),8=-178(LC 12) Max Gray 1=465(LC 1),7=286(LC 22),8=649(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-568/293,3-4=-543/319,4-5=-184/356,5-7=-216/329 BOT CHORD 1-9=-185/485 WEBS 3-9=-295/182,4-9=-94/416,4-8=-441/0,5-8=-295/214 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=5.0psf;BCDL=5.0psf;h=25ft;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 8-8-8,Exterior(2)8-8-8 to 11-8-8 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=147,7=213,8=178. / _ I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.11/03/2015 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 IndMdual truss web and/or chord members only. Additional temporary and permanent tracing 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/IPI I Quilty Criteria,DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r r Qty Ply 712844013 14894T0 T16 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:23 2017 Page 1 I D:bJQG2yxTV P3BU B_7f0VMeVywExl-kHuwhYrBpC BymCrX85SXY7EQgIj2hC_trvA0pxy4Bj6 6-3-8 8-8-8 I 11-6-0 14-3-8 6-3-8 2-5-0 2-9-8 2-9-8 5x6= Scale=1:37.6 4 7.00 2x4" 4x5 12 3 5 21 20 # 6 I T4 x 51.1d 3x8 1 8 •72X4=11110jag �wr w ►� 11 ►� 10 3x6 II 4x10= 2x4 II 11-11-0 8-8-8 11-3-12 11,-C-0 14-3-8 17-3-8 8-8-82-7-4 024 I z48 I 3-0-0 0-5-0 Plate Offsets(X,Y)-- 11:0-2-8,0-0-6),(6:0-4-0,0-0-14) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.10 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.22 11-14 >622 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:85 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 6-0-0 oc bracing. 5-10:2x4 SP No.3,7-9:2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. All bearings 5-8-0 except(jt=length)1=0-5-8,10=0-4-8,8=0-3-8. (Ib)- Max Horz 1=-121(LC 10) Max Uplift All uplift 100 lb or less at joint(s)10 except 1=115(LC 12),6=822(LC 22),8=112(LC 12),6=-616(LC 1) Max Gray All reactions 250 lb or less at joint(s)6,10,7 except 1=445(LC 1),8=1352(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-637/185,3-4=-371/192,4-5=-335/172 BOT CHORD 1-11=-130/373,5-9=-616/184 WEBS 3-11.386/223,4-11=-126/280,5-11=-20/368 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-8-8,Exterior(2)8-8-8 to 11-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 1=115,6=822,8=112,6=822. 1 / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I-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 appllcablity 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. Addttkmai temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with posble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Qually Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avallabie from truss Plate institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T12844014 14894T0 T17 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:23 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-kHuwhYrBpCBymCrX85SXY7ERKIeSh2ZtrvA0pxy4Bj6 I 6-3-8 I 8-8-8 11-6-0 112-5-0 I 17-3-8 6-3-8 2-5-0 2-9-8 0-11-0 4-10-8 5x6= Scale=1:35.3 4 a x4\\ 5x6 7.00 12 5 33x4 II 17 4, /� 1867x10= 7 Pila.IIIiljjlm..IIIIIIMIIIIIIIIIIIIIIMrlla co 16 4x5 G 2 IIII 4x10= o 0 4x5= o 1 4 N rig momw :.., ti Y ea O M 3x6 I I 11 10 4x10= 3x4 II 8-8-8I 11.6-0 17-3-8 I8-8-8 2-9-8 5-9-8 Plate Offsets(X,Y)-- 11:0-2-8,0-0-61,15:0-1-4,0-2-81,16:0-5-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.13 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.28 11-14 >735 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.83 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 5-10:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,8=686/0-3-8 Max Horz 1=121(LC 12) Max Uplift 1=-167(LC 12),8=-193(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-866/285,3-4=-747/292,4-5=-673/258,5-6=-1545/527 BOT CHORD 1-11=-277/727,10-11=-228/653,5-9=-182/503,8-9=-614/1720 WEBS 3-11=-339/202,4-11=-195/544,6-9=-564/264,6-8=-1674/603 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)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-8-8,Exterior(2)8-8-8 to 11-8-8,Interior(1)12-5-0 to 17-1-12 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 20.0psf 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)except(jt=lb) 1=167,8=193. Ai WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hut I x rsign valid for use only with Ml Tel&connectors.This design Is based only upon parameters shown,and is for an Individual building component,not I 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 IndIvldud 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 properly damage. For general gukdarnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI f Quality Cdterb,DSB-89 and SCSI Bullring Component 6904 Parke East Blvd. I Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply T12844015. 14894T0 T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:24 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-CTSJvtrgaWJpOMQjhp_m5Knbei?aQam04ZwaLOy4Bj5 6-3-8 8-8-8 10-5-0 11-6-0 17-3-8 I 6-3-8 l 2-5-0 l 1-8-8 1 1-1-0 l 5-9-8 5x6= Scale=1:35.3 4 i� 4x5= �i13x6_ 4x5 2x4\\ 6 7 _ 7.00 12 3 RS = w 17 �r or 16 iO i� rrr. ..1 4x5 i 2 4x10= 20 II o ill 1 3 Zia MI j.4 3x6 II 11 10 4x10= 3x4 II 8-8-8 11-6-0 17-3-8 8-8-8 l 2-9-8 5-9-8 Plate Offsets(X,Y)-- (1:0-2-8,0-0-61,[6:0-2-4,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.12 11-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.28 11-14 >742 180 BCLL 0.0 * Rep Stress lncr YES WB 0.45 Horz(CT) 0.12 8 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 6-10:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-0-15 oc bracing:9-10. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,8=686/0-3-8 Max Horz 1=168(LC 12) Max Uplift 1=156(LC 12),8=219(LC 9) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-864/260,3-4=-709/267,4-5=-606/240,5-6=-563/205,6-7=-1136/438, 7-8=-613/285 BOT CHORD 1-11=-312/731,10-11=-246/629,6-9=-374/192 WEBS 3-11=-338/202,4-11=-164/454,7-9=-458/1183 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;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 8-8-8,Exterior(2)8-8-8 to 10-5-0 zone;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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=156,8=219. 1 ' Q WARNING-Verify design parameter's and READ NOTES ON THIS AND INCLUDED MITEK 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 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 rrermanent bracing Mile k is always required for stability and to prevent cotlopse with possble personal Inlury and property damage. For gener•:II guiddxrce regarding the i fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPI I Qudity 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 r Job ,Truss Truss Type Qty Ply T12844016 14894T0 T19 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:26 2017 Page 1 ID:bJQG2yxW P3BU B_7f0VMeVywExl-8ra3KZt467ZXdga6pD0EAIsxWgeuV6JXtPgQGy4Bj3 1 6-3-8 I 9-0-0 11-6-0 I 17-3-8 { 6-3-8 2-8-8 2-6-0 5-9-8 Scale=1:36.0 6x6 11 4x5= 4x5= 4 5 17 18 19 6 �si2x4\\7.00 1,, 71041 `I' 41611 Lb — J 4x5 0 2 4x10= 7,4 2x4 II o 1 c} N SS m i. it 3x611gall 10 9 4x10= 3x5 II 9-0-0 11-6-0I 17-3-8 1 9-0-0 2-6-0 5-9-8 Plate Offsets(X,Y)-- 11:0-2-8,0-0-61,15:0-2-0,0-2-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.13 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.29 10-13 >714 180 BOLL 0.0 ` Rep Stress Incr YES WB 0.33 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:108 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 5-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,7=686/0-3-8 Max Horz 1=216(LC 12) Max Uplift 1=-142(LC 12),7=-256(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-862/248,3-4=-686/241,4-5=-536/226,5-6=-769/332,6-7=-614/307 BOT CHORD 1-10=-357/735,9-10=-214/482,5-8=-369/196 WEBS 3-10=-370/224,6-8=-379/872 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=142,7=256. l v WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev-10/03/2016 BEFORE USE. id 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 lndMdud truss web and/or chord members only. Additional temporary and permanent bracing MTek• is always required for stability and to prevent collapse with pos dle personal injury and property damage. For genr'r•ol guidance reg•ar lirxl the rubrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Padre East Bled. Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite.312.Alexa ndrIa,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12844017', 14894T0 T20 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:28 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-4EipkFuKelpFszkVwe2iFAxHNJMNMOzc?BunU9y4Bj t 5-7-12 11-0-0 11-6 17-3-8 5-7-12 { 5-4-4 0-6-0 5-9-8 5x6, Scale=1:42.0 4x5= 4 5 17 18 19 6 t;� w 7.00 12 4x5 c- 16 ap 3 1%. °9 15 4x5 i 2 4x6_ 1 2x4 II o N 10 9 3x6 1 2x4 11 4x5= 5-7-12 11-6-0 17-3-8 5-7-12 5-10-4 5-9-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-61,[4:0-0-7,0-1-11],[4:0-2-1,Edge1,[5:0-2-10,0-0-111,[8:0-2-0,0-2-01,[9:0-2-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.15 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 5-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,7=686/0-3-8 Max Horz 1=264(LC 12) Max Uplift 1=-124(LC 12),7=240(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-930/203,3-4_566/160,4-5=-416/189,5-6=-586/267,6-7=-614/316 BOT CHORD 1-10=-375/856,9-10=-375/856,8-9=-104/360 WEBS 3-9=-527/222,6-8=-338/734 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 15-2-15 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 20.0psf 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)except(jt=lb) 1=124,7=240. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M111-7473 rev.1A113f2015 BEFORE USE. Design valid for use only with Mllek®connectors.his design Is based only upon parameters shown,and Is for an individual building component,not 111" a trues 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 tracing 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/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. • Tempa,FL 33610 Job Truss Truss Type r , Oty Ply T12844018 14894T0 T21 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:29 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-YQGCybvyP2x5U71hUMZxoOUSjjjQ5gdlErdKOby4Bj0 5-10-12 11-6-0 13-0-0 17-3-8 5-10-12 5-7-4 l 1-6-0 I 4-3-8 3x6= Scale=1:48.5 455= 5 17 6 3x4 11 ia 4 ri 400,0•0, 7.00 I12 16 m 4x5 3 r1A 15 4x5 i •• ••••• =g1 2 lc. �_ 1 ' 4x6= 2x4 11 0 i :4 N 10 9 2x4 I 4x5= 3x6 I 5-10-12 11-6-0 13-0-0 17-3-8 5-10-12 5-7-4 1-6-0 4-3-8 i Plate Offsets(X,Y)-- 11:0-2-8,0-0-61,15:0-4-0,0-2-41,18:0-2-0,0-2-01,19:0-2-0,0-2-01 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 0.39 Vert(LL) 0.10 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.19 7-8 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.48 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 4-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,7=686/0-3-8 Max Horz 1=312(LC 12) Max Uplift 1=-104(LC 12),7=256(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-923/153,3-4=-559/113,4-5=-569/268,5-6=-555/258,6-7=-612/342 BOT CHORD 1-10=-377/884,9-10=-377/884,8-9=-111/388 WEBS 3-9=-543/223,6-8=-366/786 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=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 13-0-0,Exterior(2)13-0-0 to 17-1-12 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=lb) 1=104,7=256. Ai 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 only with Mitek®connectors.Ns 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 appticabllty 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 properly damage. For general guidance regarding rho fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/1Pl l Qualy CrHeda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdioble from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 , r Job Truss Truss Type Oty Ply 1 T12844019 14894T0 T22 Piggyback Base 2 1 Job Reference(optional) ; Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:30 2017 Page 1 I D:bJOG2yxTV P3BUB_7fOVMeVywExl-1 dga9xwaAM4y6Htt234ALb l aA710gCVvSVNuZ1 y4Bj? I 5-10-12 I 15-11-2 117-019 21- 10-8 27-3-5 I 34-8-8 I 39-8-0 I 44-11-0 5-10-12 10-0-6 1-1- 4-10-0 5-4-13 7-5-3 4-11-8 5-3-0 Scale=1:80.8 7x6% 2x4 4x6 7.00 12 5 6 35 36 737 38 8 9 2x4 I I ^ 4 . 34 39 6x8 1 10 3 fixe 33 :'� 11 1 2 22 21 �' Vii, 41 4 7x10= 5x12=14444%4'%%444. 11.2-'-' 12 .. 5x12= 43 —9 9 rc, o I� ] 24 23 o 3x6 II 2x4 II 20 19 18 15 14 3x5 I I 4x10= 2x4 I I 2x4 I I 3x8 11 5-10-12l 11-6-0 17-0-8 1712-0 21-10-8 l 26-8-8 I 34-8-8 I 39-8-0 44-11-0 5-10-12 5-7-4 5-6-8 0- -8 4-8-8 4-10-0 8-0-0 4-11-8 5-3-0 Plate Offsets(X,Y)— [1:0-3-7,0-0-61,[9:0-2-1,Edgel,[10:0-1-12,0-2-0),[13:0-4-7,Edge1,[16:0-7-8,0-4-01,117:0-3-4,0-3-41,[20:0-2-12,0-1-81,122:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.47 16-17 >707 180 BCLL 0.0 * Rep Stress Incr YES WB 0.82 Horz(CT) -0.12 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:330 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-4-9 oc bracing. Except: 4-23,6-20,8-18,10-15:2x4 SP No.3 1 Row at midpt 6-21 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-19,10-17 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=651/0-5-8,20=1856/0-3-0,13=1086/0-5-8 Max Horz 1=280(LC 11) Max Uplift 1=-292(LC 12),20=291(LC 12),13=-360(LC 12) Max Gray 1=658(LC 21),20=1915(LC 17),13=1108(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1071/512,3-4=-919/535,4-5=-1059/689,5-6=-351/423,6-7=-688/536, 7-8=-1026/615,8-9=-1027/613,9-10=-1133/612,10-11=-2434/980,11-13=-1688/655 BOT CHORD 1-24=-292/788,4-22=-391/281,20-21=-1826/432,6-21=-1183/387,16-17=-694/2050, 10-16=-190/861,13-14=-465/1355 WEBS 22-24=-305/834,5-22=-416/1000,5-21=-708/122,7-19=-1048/331,6-19=-263/1048, 17-19=-83/442,10-17=-1497/585,14-16=-520/1548,11-14=-699/314,3-22=-284/126, 7-17=-159/858,11-16=-198/652 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 15-11-2,Exterior(2) 15-11-2 to 33-7-8,Interior(1)33-7-8 to 44-11-0 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)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 100 lb uplift at joint(s)except(jt=lb) 1=292,20=291,13=360. e.� V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTek®connectors.1Ns 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. Addttonat temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regordtrxl the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Bivd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 r A Job Truss Truss Type Qty Ply T12844020 14894T0 T22A Piggyback Base 1 1 Job Reference(optional) l Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:32 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExl-z?xKadyrizKgLb1 G9U7eQ06vxwk7179Cwps?cwy4Biz 17-10-8 20-6-8 23-2-8 25-10-8 39-8 1 5-10-12 1 10-0-6 117.-043 17 11194--d 211.44 1-4--d 1-4 3t 7-5-3 4-11-8 1 45.310-0 0-10-0 1-4-0 1-4-0 1-4-0 Scale:1/8'=1' 8x10= 6x8 8x10= 8x10= 3x6= 8x10= 8x10= 2x4 II 7x10 12x12= 12x12= 3x65= 7.00 12 5 6 8 10 12 1510 16`''48 3 23-24 22 2x4 II O, I'9E WI 'L1 W t"+. %R., 4 6x8-.: 49 54 2x4 II 25 0 3 \ 1® 6x8 d 46 4x5 i _ 26 55 III co 12 ...0000000...- 37 di./.41k9 % .. 4:50 ! 56 574 ` 9 60 �._. ' m I', 39 38 4x5= = '- 7x10= 5x12= 4 l',3 3x6 II 4x5= 2x4 II 35 34 33 30 29 3x8 11 5x12= 3x5 I I 4x10= 2x4 I I 2x4 I I 4x5= 5-10-12I 11-6-0 1 17-0-8 1712-0 21-10-8 26-8-8 I 34-8-8 39-8-0 I 44-11-0 5-10-12 5-7-4 5-6-8 0-1-8 4-8-8 4-10-0 8-0-0 4-11-8 5-3-0 Plate Offsets(X,Y)-- [1:0-3-7,0-0-6],[5:0-2-0,0-3-0],[6:0-4-0,0-2-4],[7:0-5-8,0-9-4],[8:0-1-12,0-0-0],[9:0-1-12,0-0-0],[14:0-1-12,0-0-0],[15:0-6-0,0-9-4],[23:0-4-0,0-2-4], [24:0-4-0,Edge),f28:0-4-7,Edge),[31:0-4-0,0-2-0],(32:0-3-4,0.3-4],[37:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.24 31-32 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.49 31-32 >674 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) -0.10 35 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:359 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2.4 oc purlins. BOT CHORD 2x4 SP No.2*Except* Except: 4-38,7-35,22-33,25-30:2x4 SP No.3 1 Row at midpt 7-24 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing. Except: SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 1 Row at midpt 7-36,22-32 WEBS 1 Row at midpt 15-34,24-31 JOINTS 1 Brace at Jt(s):7 REACTIONS. (lb/size) 1=654/0-5-8,35=1850/0-3-0,28=1089/0-5-8 Max Horz 1=280(LC 11) Max Uplift 1=-281(LC 12),35=-308(LC 12),28=-354(LC 12) Max Gray 1=664(LC 21),35=1961(LC 17),28=1158(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1055/493,3-4=-893/505,4-5=-1006/637,24-25=-2535/1097,25-26=-2424/908, 26-28=-1750/645,5-7=-326/360,7-9=-678/481,9-11=-678/481,11-13=-678/481, 13-15=-678/481,15-17=-1058/571,17-19=-1058/571,19-21=-1058/571,21-22=-1058/571, 22-24=-1059/566 BOT CHORD 1-39=-278/793,4-37=343/245,35-36=-1871/447,7-36=-1176/407,31-32=-215/964, 25-31=-459/299,28-29=-457/1433 WEBS 37-39=-293/848,5-37=-364/920,5-36=-720/115,7-34=-273/1066,15-34=-1049/346, 32-34=-97/493,24-32=-335/171,29-31=-502/1623,26-29.690/291,24-31=-588/1614, 3-37=-297/138,15-32=-172/949,26-31=-139/569 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;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)0-0-0 to 4-5-14,Interior(1)4-5-14 to 15-11-2,Exterior(2) 15-11-2 to 33-7-8,Interior(1)33-7-8 to 44-11-0 zone;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 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 1=281,35=308,28=354. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 1 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 Mliek®connectors.this design is based only upon parameters shown,and is for an individual(.wilding component,not111 a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design Into the overall brlding design. Bracing Indicated Is to prevent buckling of IndMNdual truss web and/or chord members only. Additional temporary and permanent bradng MiTek" k always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabdcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Information as/diode from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type r Qty Ply T12844021 ' 14894T0 T23 Piggyback Base 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:34 2017 Page 1 I D:bJOG2yxTV P3BUB_7f0VMeVywExl-v035?Iz5EbaOauBeHv96VRBI rkV2m0dVN7L5hpy4Bix 5-10-12I 15-11-2 17-3-8 22-3-6 l 27-3-5 i 33-0-11 38-10-2 44-11-0 5-10-12 10-0-6 1-4-6 4-11-14 4-11-14 5-9-6 5-9-6 6-0-14 Scale=1:81.8 7x6 4x5= 2x4 H 7x10 7.00 riT 5 6 32 33 7 34 8 . :44 I IffS I\ - INNI 4x59� 6x8 i a o 3 6x8 30 ;:� 10 4x5 i • 36 i:r 19 1 4x5 o i 37 11 ioc+1 21 205x12= 4x5 ! ' 41 ;' to I¢ 3x6 II 4x5= 2x4 II 17 16 15 14 13 3x5 ;1 4x10= 6x6= 6x6= 2x4 H 3x8 I 5-10-12I 11-6-0 17-0-0 17/-3-8 22-3-6 27-3-5 I 33-0-11 I 38-10-2 I 44-11-0 5-10-12 5-7-4 5-6-0 0-3-8 4-11-14 4-11-14 5-9-6 5-9-6 6-0-14 Plate Offsets(X,Y)-- [1:0-3-7,0-0-6],[8:0-6-0,Edge],[12:0-4-7,Edge],[19:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.08 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.15 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) -0.05 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:324 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing. Except: 4-20,6-17:2x4 SP No.3 1 Row at midpt 6-18 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16,8-16,9-15 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=666/0-5-8,17=1831/0-3-8,12=1096/0-5-8 Max Horz 1=280(LC 11) Max Uplift 1=-295(LC 12),17=-285(LC 12),12=-363(LC 12) Max Gray 1=669(LC 21),17=2011(LC 17),12=1193(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1098/518,3-4=-959/545,4-5=-1101/701,5-6=-382/432,6-7=-729/547, 7-8=-729/547,8-9.1041/605,9-10=-1482/641,10-12=-1801/663 BOT CHORD 1-21=-299/810,4-19=-392/281,17-18=-1908/425,6-18=-1194/393,15-16=-133/711, 14-15=-331/1158,13-14=-468/1470,12-13=-467/1472 WEBS 19-21=-313/854,3-19=-271/123,5-19=-420/1012,5-18=-701/113,7-16=-329/218, 6-16=-256/1110,8-16=-618/90,8-15=-196/759,9-15=-751/319,9-14=-55/416, 10-14=-456/200 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=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 15-11-2,Exterior(2) 15-11-2 to 33-7-8,Interior(1)33-7-8 to 44-11-0 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 20.0psf 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=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=295,17=285,12=363. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/1312015 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. &acing 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 posstbie personal Injury and properly damage. For general guidance regarding the fatxlcatton,storage,delivery,erection and bracing of trusses and truss systems,see.ANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12844022 14894T0 T24 Hip 16 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:35 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-NadTCe_j?uiFC2mrrcgLl fkOs8ogVTTecn4fDFy4Biw 8-1-12 16-0-0 20-11-0 1 27-2-7 I 33-0-2 I 38-9-13 , 44-11-0 I 8-1-12 7-10-4 4-11-0 6-3-7 5-9-11 5-9-11 6-1-3 Scale=1:98.5 7.00 •12 7x10 4x5= 6x8 4 30 5 31 32 6 N. 6x8 i kLiN.-.. - 29 4x5 733 tt • �t 34 6x9 4x5 G 28 8 • 12 4x5 co 9 as ‘ik 19 18 17' 37 16 3x6 II 6x6= 6x6= 4x5= 1413 12 11 3x6 II 2x4 II 7x10= 2x4 II 2x4 5x6= 2x4 II 5x8= 27-2-7 26-2-8 8-1-12 i 1640 1 20.11-0 1 25-10-0. 25•1, 121 33-0- 2 1 38-9-13 I 44-11-0 I 8-1-12 7.10. 4 4-11-0 4-11-0 0-1112 5-9-11 5-9-11 6-1-3 0-2-12 0-11-15 Plate Offsets(X,Y)-- [1:0-3-7,0-0-61,[4:0-6-0,Edgel,16:0-3-4,0-2-01,[10:0-3-7,0-0-61,[15:0-5-8,0-2-12),116:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.09 19-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.18 18-19 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.77 Horz(CT) 0.03 16 nta n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:12-13. SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 WEBS 1 Row at midpt 3-18,4-17,5-16,6-16,7-15 REACTIONS. (lb/size) 1=899/0-5-8,16=2161/0-3-8,10=550/0-5-8 Max Horz 1=282(LC 11) Max Uplift 1=-260(LC 12),16=-497(LC 12),10=-178(LC 12) Max Gray 1=959(LC 17),16=2161(LC 1),10=581(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1329/472,3-4=-711/397,4-5=-345/346,5-6=0/399,6-7=0/427,7-8=-397/240, 8-10=-750/280 BOT CHORD 1-19.246/1268,18-19=247/1264,17-18=-40/627,16-17=-89/306,15-16=-433/263, 11-12=-150/573,10-11.150/575 WEBS 3-19=0/331,3-18=-809/342,4-18=-121/607,4-17=-713/174,5-17=-104/815, 6-15=-179/510,7-12=-73/433,8-12=-546/238,5-16=-1271/381,6-16=-930/311, 7-15=-778/326 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 16-0-0,Exterior(2)16-0-0 to 33-6-10,Interior(1)33-6-10 to 44-11-0 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 20.0psf 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 100 lb uplift at joint(s)except(jt=lb) 1=260,16=497,10=178. 1 1 ter. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. 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 buss 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 MTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance reg<rdirsg 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 Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type • • Qty Ply T12844023, 1489410 T25 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:37 2017 Page 1 ID:bJQG2yxTVP3BUB_7fOVMeVywExl-JzIDdK?zW WyzRMwDyt ip74pnixXOzNWx35ZmH7y4Biu 7-1-12 14-0-0 19-10-12 24-6-9 29-2-7 33-7-8 39-1-8 44-11-0 7-1-12 I 6-10-4 5-10-12 I 4-7-13 4-7-13 I 4-5-1 5-6-0 I 5-9-8 Scale=1:80.2 6x6 11 4x10= 4x5= 6x6 !/ 7.00 FIT 4 5 32 33 634 7 1 f zz ., ., - 4x5 6x8 8 3 31,00 : 7 �r :%' ® ® is 6x8 30 9 0 4x5 i ce ® m :• 36 I 1 2 / 4x5 sr 10 .ice: Job Truss Truss Type Qty Ply TI2844024 14894T0 T26 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:38 2017 Page 1 I D:bJQG2yxTV P3BUB_7f0VMeVywExl-o9lbrgOcHp4g3W UQW IE2fHMwkLt4ipC411JJgay4Bit I 6-1-12 I 12-0-0 19-10-12 i 25-6-9 I 31-2-7 133.7-8 I 39-1-8 } 44-11-0 6-1-12 5-10-4 7-10-12 5-7-13 5-7-13 2-5-1 5-6-0 5-9-8 Scale=1:78.7 6x6 11 4x10= 6x8= 4 32 33 5 346 7 6x6 // 7.00 12 * .e A , 4x5 3x4\\ 8 4x5 i 3x4\\ 313 3x4\\ 35 6x8 30 Hg m m 4x5 i 3x4\\ �� 36 to 1 2 ' 3x4\\ 4x5 qT v� 3x4\\ — .. __ Cr 10 14. LI '14414 rc. 1�o I; 19 18 37 1738 16 39 15 = m 3x6 II 2x4 II 7x10= 7x6= 4x5= 4x10= 13 7x10= 12 2x4 I I 4x5= 3x6 I I 0- -0 6-1-12 I 12-0-0 19-10-12 25-6-9 I 31-2-7 133-7-8 39-1-8 44-11-0 I 0-3-0 5-10-12 5-10-4 7-10-12 5-7-13 5-7-13 2-5-1 5-6-0 5-9-8 Plate Offsets(X,Y)-- 11:0-2-8,0-0-61,16:0-3-4,0-3-01,111:0-3-7,0-0-61,114:0-5-8,0-4-01,[18:0-4-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.14 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.15 17-18 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.84 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:300 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-13:2x4 SP No.3 WEBS 1 Row at midpt 5-17 WEBS 2x4 SP No.3 Web Brace:Length(member) 8-3-12(5-18); OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=621/0-3-8,11=852/0-5-8,17=2121/0-5-8 Max Horz 1=215(LC 11) Max Uplift 1=-447(LC 12),11.221(LC 12),17=839(LC 12) Max Gray 1=656(LC 21),11=891(LC 18),17=2121(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-784/783,3-4=-409/534,4-5=-325/517,5-6=-360/200,6-7=-676/329,7-8=-803/352, 8-9=-1088/361,9-11=-1279/375 BOT CHORD 1-19=-533/610,18-19=-533/610,17-18=-520/378,16-17=-520/378,15-16=0/320, 14-15=-85/848,8-14=-95/426,11-12=-236/1033 WEBS 3-18=-492/449,4-18=-282/9,5-18=-743/915,5-17=-1970/1058,5-16=-359/1114, 6-16=-785/385,6-15=-219/576,8-15=-642/277,9-14=-340/187,12-14=-245/987 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 12-0-0,Exterior(2)12-0-0 to 37-6-10,Interior(1)37-6-10 to 44-11-0 zone;cantilever left exposed;porch 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 100 lb uplift at joint(s)except(jt=lb) 1=447,11=221,17=839. v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. I � Design valid for use only with Mlieke 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 wilts possible personal Inlay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quilty CrBMa,D36.89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avcilabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 • • Job Truss Truss Type Oty Ply 712844025 14894T0 T27 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:40 2017 Page 1 I D:bJQG2yxTV P3BUB_7f0VMeVywExl-kYQMGM2spRKYlpeodAGW kiRK79VnAktNI2oQuSy4Bir 7-4-0 10-0-0 14-11-6 19-10-12 24-9-6 29-8-0 ,,331-5-3 33-7-8 39-1-8 44-11-0_ 7-4-0 i 2-8-0 4-11-6 i 4-11-6 i 4-10-10 I 4-10-10 I1-9-31 2-2-5 I 5-6-0 5-9-8 1 Scale=1:81.8 5x6= 7x10% 6x6= 2x4 1 4x10= 6x6= g 4x5 7.00'12 2x4\\ 4 5 6 10 7=1. L 3 � 4x5 36 32 11 4x5 i 37 Aiii I 1 2 .�/ \ \ 4x5 Q n °9 ~ 6 38 39 16 .. r: 11m Ig 21 20 19 18 17 6 4x5= 7x10= 6x6= 4x10= 4x10= 15 7x10 14 3x8 II 3x6 I I 2x4 11 4x5-,-- 0-A-0 0. -0 10-0-0 14-11-6 19-10-12 24-9-6 31-5-3 33-7-8 39-1-8 44-11-0 0-1-0 9-9-0 l 4-11-6 i 4-11-6 l 4-10-10 i 6-7-13 2-2-5 l 5-6-0 I 5-9-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge),14:0-6-0,Edge),113:0-3-7,0-0-61,[16:0-5-8,0-4-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.30 21-26 >794 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.67 Vert(CT) -0.35 21-26 >691 180 BCLL 0.0 • Rep Stress Incr YES WB 0.83 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:295 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-15:2x4 SP No.3 WEBS 1 Row at midpt 6-19 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=650/0-3-8,13=875/0-5-8,19=2069/0-5-8 Max Horz 1=211(LC 11) Max Uplift 1=-482(LC 12),13=-248(LC 12),19=-777(LC 12) Max Gray 1=687(LC 21),13=875(LC 1),19=2069(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-768/798,3-4=-573/804,4-5=-205/540,5-6=-205/540,6-7=-403/299,7-8=-403/298, 8-9=-883/446,9-10=-901/445,10-11=-1072/446,11-13=-1260/442 BOT CHORD 1-21=-534/587,20-21=-405/444,19-20=-568/207,18-19=568/207,17-18=-109/649, 16-17=-166/841,10-16=-111/412,13-14=-290/1028 WEBS 3-21=-387/275,4-21=-534/448,4-20=-455/288,5-20=-321/209,6-20=-696/933, 6-19=-1950/955,6-18=-309/1181,7-18=-313/184,8-18=-663/184,9-17=-392/782, 10-17=-633/288,14-16=-297/973,11-16=-319/166 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=25ff;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-5-14,Interior(1)4-5-14 to 10-0-0,Exterior(2)10-0-0 to 14-5-14,Interior(1)29-8-0 to 44-11-0 zone;cantilever left exposed;porch 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 capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=482,13=248,19=777. mit 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 MITekhr connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing Indicated Is to prevent buckling of IrxdM dual truss web and/or chord members oily. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent colt pse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,deitvery,erection and bracing of trusses and Crus systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply 1 T12844026 14894T0 T28 Roof Special 1 1 _ Job Reference(optional) J Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:41 2017 Page 1 I D:bJQG2yxTV P3BUB_7fOVMeVywExl-Ck_kTi3UakSPwzD?BtnIHw_ROYtKv8M W_iXzRvy4Biq 8-0-01 13-11-6 1 19-10-12 27-8-0 31-5-3 33-7-8 1 39-1-8 1 44-11-0 8-0-0 5-11-6 5-11-6 7-9-4 3-9-3 2-2-5 5-6-0 5-9-8 • Scale=1:81.8 5x6= 7x10% 6x6= 7 4x5 2x4 II 7x10= 8 7.00 12 3 4 5 6 'I` 4 34 32 NN.3x44x531 9 4x5 i n 35 mm124x5�� r5 10 3x4// :: =- 14_Nes-,......._. -, r:. i m I36 d 19 18 17 16 15 0 2x4 II 7x10= 6x6= 4x5= 4x10= 137x10= 12 3x6 I I 3x6 11 2x4 11 4x5= 0- 0 8-0-0 13-11-6 1 19-10-12 27-8-0 31-5-3 133-7-81 39-1-8 1 44-11-0 040 7-9-0 5-11-6 5-11-6 7-9-4 3-9-3 2-2-5 5-6-0 5-9-8 Plate Offsets(X,Y)-- (1:0-2-8,0-0-21,13:0-6-0,Edge1,111:0-3-7,0-0-6),(14:0-5-8,0-4-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 19-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.16 16-17 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 1.00 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight 280 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-13:2x4 SP No.3 WEBS Web Brace:Length(member) 6-9-2(5-16); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=668/0-3-8,11=888/0-5-8,17=2037/0-5-8 Max Horz 1=258(LC 11) Max Uplift 1=-440(LC 12),11.570(LC 12),17=-1206(LC 12) Max Gray 1=699(LC 21),11=888(LC 1),17=2037(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-792/675,3-4=-382/425,4-5=-382/425,5-6=-810/770,6-7=-888/840,7-8=-911/862, 8-9=-1093/1002,9-11=-1284/1145 BOT CHORD 1-19=-500/588,18-19=-508/593,17-18=-472/413,16-17=-464/407,15-16=-631/707, 14-15=-715/872,8-14=-466/416,11-12=-886/1049 WEBS 3-19=-288/291,3-18=-358/323,4-18=-332/201,5-18=-879/991,5-17=-1878/1516, 5-16=-1212/1386,6-16=-653/449,7-15=-762/730,8-15=-602/590,12-14=-858/1001, 9-14=-273/288 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)0-0-0 to 4-5-14,Interior(1)4-5-14 to 8-0-0,Exterior(2)8-0-0 to 12-5-14,Interior(1)27-8-0 to 44-11-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=440,11=570,17=1206. /l 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. iii Design valid for use only with Mllek4 connectors.this design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use•the bulling designer must verity the applicability of design parameters and properly incorporate this design Into the overall bulalng 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 damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely IrformaI$on available Pram Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T128440271 14894T0 T29 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:43 2017 Page 1 I D:bJQG2yxTVP3BU B_7f0VMeVywExl-876UuN4k6Mi69H NNJIpDM L31IMRVN3OpS004Vny4Bio 6-0-0 I 12-11-6 I 19-10-12 25-8-0 31-5-3 133 7-8 I 39-2-6 I 44-11-0 6-0-0 6-11-6 6-11-6 5-9-4 5-9-3 2-2-5 5-6-14 5-8-10 Scale=1:61.7 5x6= NAILED 7 4x5 1NAILED g I 7.00NAILED 7x10 D_ NAILED 2x4 I I NAILED 7x10= 6x6= 12 NAILED 3 NAILED 4 NAILED 5 6 4x5 4x5, 30�ecit /^Nt 9 4441144 1 V / 4x5* N / 10 __iii: 19 39 40 41 42 43 44 45 46 17 16 15 14 „ 1:' 111:,°, h 1'b I; 18 o NAILED 7x10= 2x4 NAILED 7x10= NAILED 7x6= 4x5= 4x10= 13 12 4x10 I I NAILED NAILED NAILED NAILED 2x4 I I 4x5= 3x6 II NAILED NAILED 0-3r0 6-0-0 12-11-6 19-10-12 25-8-0 31-5-3 33-7-8 39-2-6 44-11-0 0-3-0 5-9-0 I 6-11-6 I 6-11-6 I 5-9-4 I 5-9-3 1 2-2-5 I 5-6-14 I 5-8-10 Plate Offsets(X,V)-- [1:0-3-8,Edge),[3:0-6-0,Edge),[5:0-3-12,Edge),111:0-3-7,0-0-61,[14:0-5-8,0-4-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.25 18-19 >953 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.21 18-19 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:261 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. 3-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.3-5-18 8-13:2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEBS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1161/0-3-8,11=807/0-5-8,17=2847/0-5-8 Max Horz 1=211(LC 7) Max Uplift 1=-949(LC 8),11=-277(LC 25),17=-1589(LC 8) Max Gray 1=1190(LC 17),11=896(LC 14),17=2847(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1507/1242,3-4=-1130/1136,4-5=-1130/1136,5-6=-794/447,6-7=-908/405, 7-8=-845/442,8-9=-1102/450,9-11=-1294/439 BOT CHORD 1-19=-1014/1222,18-19=-1023/1234,17-18=-1076/622,16-17=-1150/664, 15-16=-272/843,14-15=-169/865,8-14=-100/407,11-12=-294/1047 WEBS 3-19=-284/443,3-18=-278/103,4-18=-793/582,5-18=-1813/2436,5-17=-2630/1466, 5-16=-436/1604,6-16=-823/345,6-15=-312/459,7-15=-291/661,8-15=-586/230, 12-14=-301/995,9-14=-284/191 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;MW FRS(directional);cantilever lett exposed;porch 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=949,11=277,17=1589. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only wIth MiTek®connectors.ibis design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M lie k Is always required for stability and to prevent collapse with possible personal IsJuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/lPI t Gualty 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 T12844027' 14894T0 T29 Roof Special Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:43 2017 Page 2 ID:bJQG2yxT VP3BUB_7f0VMeVywExt-876UuN4k6Mi69HNNJIpDML311MRvN3OpS004Vny4Bio LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-6=-60,6-7=-60,7-11=-60,14-20=-20,13-26=-20 Concentrated Loads(Ib) Vert:3=-88(B)19=-53(B)31=-88(B)32=-88(B)33=-88(B)35=-88(B)36=-88(B)37=-88(B)39=-95(B)40=-142(B)41=-53(B)42=-53(B)43=-53(B)44=-53(B) 45=-53(B)46=-53(B) • Ai WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03,2016 BEFORE USE. tilt Design valid for use only with Mllek0 connectors.!tits design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possLle personal injury and property damage. For general gt daae regarding the e fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSUiPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • • 'Job Truss Truss Type Qty Ply T12844028 14894T0 T30 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:44 2017 Page 1 ID:bJQG2yxTVP3BUB_7f0VMeVywExlcJgt5j5MtfgznRyZs?KSvYc2Amr76jyzggmdl Dy4Bin 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:14.5 4x5= NAILED 3 13 4 7.00 Eli — — 4x5 i • 2 • 62x4 II 14 NAILED 5 3x5 11 0-3-0 2-0-0 6-0-0 0-3-0 1-9-0 4-0-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.19 5-6 >382 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.17 5-6 >422 180 BCLL 0.0 • Rep Stress Incr NO • WB 0.05 Horz(CT) -0.15 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=270/0-3-8,4=118/Mechanical,5=115/Mechanical Max Horz 1=49(LC 8) Max Uplift 1=-i73(LC 8),4=-86(LC 4),5=-100(LC 8) Max Gray 1=270(LC 1),4=118(LC 1),5=129(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=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;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch 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 20.0psf 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 100 lb uplift at joint(s)4,5 except(jt=lb) 1=173. 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)89 lb down and 123 lb up at 2-0-0 on top chord,and 21 lb down and 12 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:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(ib) Vert:3=-0(F)6=-17(F)13=-0(F)14=-10(F) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.1aN3e2015 BEFORE USE. ),,sign valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component not1111 •I 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 kndvidud truss web and/or chord members only. Additional temporary and permanent bracing M lie k. is always required for stability and to prevent collapse wtth possible personal injury and property damage. For general guidance regarding the fobicalion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Crtterla,DSB-89 and SCSI Bulling 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 T12844029 1489410 T31 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:44 2017 Page 1 ID:bJOG2yxTVP3BUB_7fOVMeVywExl-cJgt5j5MtfgznRyZs?KSvYcONmgT6ihzggmdl Dy4Bin 4-0-0 4-0-0 2-0-0 Scale=1:20.7 4x5= 3 � 4 h 7.00 12 IM 13 , 4x5 i o 2 rn m N 1 6 ►� 2x4 !I 5 3x5 ! -3- 4-0-0 6-0-0 3- 3-9-0 2-0-0 Plate Offsets(X,Y)-- 11:0-1-12,0-0-21 LOADING(psi) SPACING- 2-0-0 CSL DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.23 6-11 >314 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.19 6-11 >383 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) -0.18 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP 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 HOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=254/0-3-8,4=58/Mechanical,5=162/Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-130(LC 12),4=-42(LC 8),5=133(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-185/374 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.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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 1=130,5=133. V 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 Mllek®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 oNy. Additional temporary and permanent bracing MiTek. k always required for stability and to prevent collapse with possible personal Injuy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely IMamation crvaloble from Truss Plate institute,218 N.Lee Street.Suite 312,Alexarnirla.VA 22314. Tampa.FL 33610 a Job Truss Truss Type Qty Ply T12844030 14894T0 T32 Roof Special 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:45 2017 Page 1 I D:bJQG2yxTVP3BUB_7fOVMeVywExl-4VEFJ36?ezygPbXmQjshRm9BmAEcr3n6vKVBagy4Bim 6-0-6 11-9-3 13-11-8 19-5-8 25-3-0 6-0-6 { 5-8-14 I 2-2-5 l 5-6-0 I 5-9-8 6x6= Scale=1:52.7 4 i, 2x4 I 7.00 12 523 1.1 4x5 2x4 \\ 3 • 6 • 21 * 4x5 2 111l 1 . 4x5 ag 7 calif �� i�1 ` 8 p -• 12 25 26 11� �, ]� 1$ 4x5= 7x10= a 1 3x8 11 10 9 3x8 II 2x4 II 4x5= 7-1-8 13-11-8 19-5-8 25-3-0 7-1-a I 6-10-0 l 5-6-0 I 5-9-8 Plate Offsets(X,Y)-- L1:0-3-8,Edge],[8:0-4-7,Edge],[11:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.25 11-12 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.46 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc puffins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-10:2x4 SP No.3 6-0-0 oc bracing:9-10. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1010/0-5-8,8=1010/0-5-8 Max Horz 1=209(LC 11) Max Uplift 1=-265(LC 12),8=-265(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1495/461,3-4=-1537/550,4-5=-1452/540,5-6=-1370/450,6-8=-1500/455 BOT CHORD 1-12=-258/1321,11-12=-80/913,5-11=-276/184,8-9=-295/1229 WEBS 3-12=-387/250,4-12=-202/608,4-11=-257/785,9-11=-290/1214,6-11=-270/155 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=25ft;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 11-9-3,Exterior(2)11-9-3 to 14-9-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=265,8=265. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.100312015 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 bu/dng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary cid 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/TPIt Quality Criteria,DS11-89 and SCSI Building Component 6904 Parke East Blvd. Salty Information available from Truss Plate Institute,218 N.Lee Street Suite 312,AlexancdrIa,VA 22314. Tampa.FL 33610 f • Job Truss Truss Type Qty Ply I T12844031 14894T0 T33 Roof Special Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:47 2017 Page 1 ID:bJOG2yxTVP3BUB_7f0VMeVywExl-1 uL?k17FAaDYeug8Y8u9XBEZWz?cJ1 SPMe_HeYy4Bik l 1-8.14 I 7-1-4 11-9-3 12-2 2 13-11-8 1 15-4-0 1 19- 4-0 I 23-4-0 1 25.3.0 1-8-14 5-4-6 4-8-0 0445 1-9-6 1-4-8 4-0-0 4-0-0 1-11-0 Scale=1:46.9 5x6= 11 15x6 4x5= I 9 13 7 16 4 1718 7.0012 �1`'4 19 20 4x5--3 21.. n4x53 � III2 22 I, 1, N `+ ,23 24 ■ rMi 38 y , 1111611` v 25 o 39 37 C ) 3x6 ...•.•.��.................�.. 4x10= $$$$$$$$$:::•::•:::•:•:•:•::❖:•:::o:. 3x4 34 35 154-o 7-1-4 11-9-3 i 1.5-0 0 14 5-4-6 1 4-8-0 0 25 11-96-8 1 11-5-22-1-42 212 t4T -op 10-4 0 'In 9Q -0 97 211133215:1:03 1 0-1-12 Plate Offsets(X,Y)-- (1:0-2-8,0-0-7),(5:0-2-8,0-1-12) LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 38-39 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.03 38-39 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 26 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MS Weight:191 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 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:1-39,38-39,34-35. OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):10 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. All bearings 8-2-9 except(jt=length)37=0-7-12,39=0-7-12. (Ib)- Max Horz 39=203(LC 11) Max Uplift All uplift 100 lb or less at joint(s)33,32,31,30,29,28 except 27=-108(LC 1),26=-131(LC 13), 39=-261(LC 12) Max Gray All reactions 250 lb or less at joint(s)33,33,32,31,30,29,28,27 except 37=666(LC 17), 26=349(LC 1),39=540(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-444/222,11-13=-264/281,13-16=-237/265,4-5=-321/140,5-6=-319/70, 6-8=-351/89,8-10=-369/113,10-12=-466/38,7-9=-234/252,9-11=-250/279 BOT CHORD 38-39=-183/270 WEBS 12-37=-581/70,12-38=-174/380,3-39=-535/358 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-9-3,Exterior(2)7-1-4 to 7-5-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 psi bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0,-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)33,32,31,30,29, 28 except(jt=lb)27=108,26=131,39=261. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 IMMIIII mi 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 MITeky connectors.this 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 applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvldud truss web and/or chord members only.Addllonal temporary and permanent bracing M(Te k Is always required for stability and to prevent collapse with potable personal Initry and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPII amity Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information avolable from Truss Plate institute,218 N.Lee Sheet Site 312,Alexandria,VA 22314. Tampa.FL 33610 l • Job Truss Truss Type Qty Ply T12844032 14894T0 T34 Common Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:48 2017 Page 1 ID:bJQG2yxTVP3BU B_7f0VMeVywExl-V4vNx58txuLPG2FL5rP030nkONKM2VkYbI krA?y4Bij 6-11-8 13-11-0 6-11-8 6-11-8 5x6= Scale=1:25.6 3 7.00 Fri — — 31 30 4 2 — — 32 29 5 a0 - - - = ri o • I ::::•:•:•::::•:•:•::•: :�`s 3x4 d •iii'iiJiiiiiiiii viii�i�':.':.•:.':::::•::::•::••.•••.••••.••.•,o- i i i i i i i i i i i:iii.i i i.i i:::::::::::::::::.•J�•�•O�•J�•�•O�Y�•PJO�`:•` 3x4 i .......................❖.•.............._....................... 3-4-4 12 11 6-11.810 9 8 10-6-13 7 6 13-11-0 3-4-4 3-7-5 I 3-7-5 I 3-4-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.00 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.00 7 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.13 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-2-9. (Ib)- Max Horz 12=-115(LC 10) Max Uplift All uplift 100 lb or less at joint(s)9,10,8 except 11=-i57(LC 21),7=-157(LC 22),12=-373(LC 12), 6=-278(LC 13) Max Gray All reactions 250 lb or less at joint(s)10,11,8,7 except 9=399(LC 1),12=497(LC 21),6=497(LC 22), 6=374(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-253/261,4-5=-253/261 WEBS 3-9=-3791221,2-12=-293/217,4-6=-293/217 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=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-6 to 3-0-6,Interior(1)3-0-6 to 6-11-8,Exterior(2)6-11-8 to 9-11-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)9,10,8 except (jt=lb)11=157,7=157,12=373,6=278. Q WARNING-Verify 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 6 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 Wel( k Is always required for stability and to prevent collapse with possible personal irnfsy and property damage. for general guidance regarding the fabrtcatton,storage,delivery,erection and bracing 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 Institute.218 N.Lee Street Suite 312,Nexancirla VA 22314. Tampa.FL 33650 r { 4 Job Truss Truss Type Oty Ply T128440331 14894T0 Vol Roof Special 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:48 2017 Page 1 I D:bJOG2yxTV P3BUB_7fOVMeVywExl-V4vNx58txuLPG2FL5rPO3OnmhNNA2X_YblkrA?y4Bij 1-4-0I 2-8-0 i 4-0-0 I 5.4-0 6-8-0 i 10-5-4 { 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 3-9-4 3.00 /2 IN Scale=1:27.0 6 0 5 A/4 PI 3 14 :01011� 2 , 1 8 111111 il II a,9 610 111 ' : 7.00vc11 12 131 13 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 10-5-4 1-4-0 I 1-4-0 I 1-4-0 i 1-4-0 I 1-4-0 I 3-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:49 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 6-0-0 oc bracing. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. All bearings 10-4-6. OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND (Ib)- Max Horz 13=105(LC 8) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift All uplift 100 lb or less at joint(s)7,12,11,10,9,8 GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Gray All reactions 250 lb or less at joint(s)13,7,12,11,10,9,8 QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-5-13 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.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)7,12,11,10,9,8. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)13,7,12,11,10,9,8. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ith , V WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mlleke connectors.this design Is bused only upon parameters shown,and Is for an individual building component,not • 1 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(rid permanent bracing is always required for stability and to prevent collapse with possible personal W usy and property damage. For general guidance regarding the MiTek" tabxtcatton,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPtt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.lee Sheet Suite 312,Alexandria VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply T12844034 14894T0 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:49 2017 Page 1 I D:bJQG2yxTVP3BUB_7f0VMeVywExl-zHTm8R9ViCTGtCgXfZwdccJrVnfon_igyTOjRy4Bii 5-6-8 5-6-8 Scale=1:20.5 2x4 II 2 7.00 12 4 1 w ■ r ■ 3 2x4 2x4 II LOADING'(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Inc- YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=194/5-6-1,3=194/5-6-1 Max Horz 1=116(LC 12) Max Uplift 1=-17(LC 12),3=85(LC 12) Max Gray 1=194(LC 1),3=206(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(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;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 5-4-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 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 Mitek®connectors.lids design 6 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 Mile k 8 always required for stablity 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/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 P t a Job Truss Truss Type Qty Ply T12844035 14894T0 V03 Valley 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:50 2017 Page 1 ID:bJOG2yxTVP3BUB_7fOVMeVywExl-RT18MmA7SVb7VMPjDGRs8ps56B29W REr3cDyFty4Bih 3-6-8 3-6-8 2x4 II Scale=1:13.2 2 7.00 12 ■ I ¢ ■ 3 2x4 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2O14 Matrix-P Weight: 13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=114/3-6-1,3=114/3-6-1 Max Horz 1=68(LC 12) Max Uplift 1=-10(LC 12),3=50(LC 12) Max Gray 1=114(LC 1),3=121(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;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. v WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 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 properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and muss systems.seeANSI/IPI I 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 ► G i • Job Truss Truss Type Qty Ply T12844036i 14894T0 VO4 Valley 1 1 Job Reference(optional) _ Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 29 06:08:50 2017 Page 1 I D:bJQG2yxTVP3BU B_7f0VMeVywExl-RT18MmA7SVb7VM Pj DGRs8ps7AB3SW REr3cDyFty4Bih 1-6.8 1-6-8 Scale 1:7.3 2 7.00 12 o ❖.❖OOP.;.❖O..,...•.•:.•:.•.•.•.•::.; ;PO 40.�P.000 O••.O O.•.•.�::.•.•:::. .:❖:❖:❖:O.❖POO.•.•.•::.•:.•.•:::: 3 2x4 - 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:4 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=40/1-6-1,2=30/1-6-1,3=10/1-6-1 Max Horz 1=24(LC 12) Max Uplift 1=-3(LC 12),2=-23(LC 12) Max Gray 1=40(LC 1),2=32(LC 17),3=20(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=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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 20.0psf 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. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/Mil angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. l / V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and Is for an Individual Lidding 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 binding design. Brachg Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek_ is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regadng the tabricatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPil Quality Criteria,DSB-89 and BCSI Build4y Component 6904 Parke East Skid. Safety Infomraflon available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Symbols Numbering System ' A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3 " Center plate on joint unless x,yp y + /4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury rw= Dimensions are in ft-in-sixteenths. IApply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. O_1/ta, 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves 1111111011,011i may require bracing,or alternative Tor I : bracing should be considered. c�_� 3. Never exceed the design loaeing shown and never stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate " " C'` — designer,erection supervisor,property owner and plates 0-1/14' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/7P11. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. a PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and Is the 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 ,moi Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. IIIndicates 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. •M O reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. 11111111111116 18.Use of green or treated lumber may pose unacceptable ►_ environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metalil 19.Review all portions of this design(front,back words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, Ii1 iTe k� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/7P'1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015