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1729 MARITIME OAK DR - TRUSSES Ali '- a mil® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek� RE: 13468TOA - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Captiva - Classic Lot/Block: 097 Subdivision: Atlantic Beach Address: 1729 Maritime Oak Dr., . City: Atlantic Beach 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: FBC2014/TPI2007 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 60 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. 1 Seal# Truss Name 1 Date 1 T11709918 F01 7/28/17 18 T11709935 FT02 t 7/28/17 12 T11709919 1F02 1 7/28/17 19 T11709936 GEB01 17/28/17 3 T11709920 1 F03 7/28/17 20 T11709937 GEB02 1 7/28/17 4 T11709921 1 F04 7/28/17 21 T11709938 GEB03 1 7/28/17 15 T11709922 F05 1 7/28/17 22 T11709939 1 PB01 7/28/17 6 T11709923 F06 7/28/17 23 T11709940 PB02 17/28/17 17 T11709924 1F07 17/28/17 24 T11709941 1 T01 _ 1 7/28/17 8 T11709925 F08 7/28/17 25 T11709942 I T02 1 7/28/17 9 T11709926 F09 7/28/17 26 T11709943 1T03 1 7/28/17 10 1117099271F10 7/28/17 27 T11709944 1T04 7/28/17 111 T11709928 F11 7/28/17 28 T11709945 T05 7/28/17 12 T117099291 F12 7/28/17 29 T11709946 1106 1 7/28/17 113 T11709930 F13 7/28/17 30 1T11709947 107 7/28/17 114 T11709931 FG01 1 7/28/17 131 1 T1170994811-08 7/28/17 115 T11709932 FG02 7/28/17 132 1T11709949 1T09 1 7/28/17 16 T11709933 1 FG03 7/28/17 133 1T11709950 T10 7/28/17 117 T11709934 1 FT01 7/28/17 134 1T11709951 T11 7/28/17 The truss drawing(s)referenced above have been prepared by MiTeks-%••,,'(ER P. A."//,e, USA, Inc. under my direct supervision based on the parameters : .�\r✓E N S•.•'/ % provided by Building Component Supply. • • • Truss Design Engineer's Name: Finn, Walter :*•: No 2283a..t 0 .* = My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification O:• STATE OF :IQ that the engineer named is licensed in the jurisdiction(s)identified and that the °°'��•'O4 O R „V-.... .. designs comply with ANSI/TPI 1. These designs are based upon parameters 1, shown(e.g.,loads,supports,dimensions,shapes and design codes),which were e,ii SS'•........ ••• • ��s, given to MiTek. Any project specific information included is for MiTek's customers '•1,,1uNA' 00 file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design Walter P.Finn PE No.22839 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 ANSI/TPI 1,Chapter 2. Date: July 28.2017 Finn, Walter 1 of 2 C OFFICE COPY RE: 13468TOA - Site Information: Customer Info: Toll Brothers Project Name: . Model: Captiva - Classic Lot/Block: 097 Subdivision: Atlantic Beach Address: 1729 Maritime Oak Dr., . City: Atlantic Beach State: FL No. Seai# Truss Name Date 35 T11709952 T12 7/28/17 36 T11709953 1113 7/28/17 37 T11709954 1114 7/28/17 38 T1170995511-15 7/28/17 39 T11709956 1 116 7/28/17 40 T117099571117 7/28/17 41 T11709958 1 T18 7/28/17 42 T11709959 1 119 7/28/17 43 T11709960 1T20 7/28/17 44 T11709961 1121 7/28/17 45 T11709962 1122 7/28/17 46 T1170996311-23 7/28/17 47 T11709964 1 T24 7/28/17 48 T11709965 1125 7/28/17 49 T11709966 1126 7/28/17 50 T117099671-127 7/28/17 51 T11709968 1128 7/28/17 52 T11709969 1129 7/28/17 53 T11709970 1T30 7/28/17 54 T11709971 1131 7/28/17 55 T11709972 1V01 7/28/17 56 T11709973 I V02 7/28/17 57 T11709974 I V03 7/28/17 58 T117099751 VO4 7/28/17 59 T11709976 I V05 7/28/17 60 T11709977 I V06 7/28/17 2 of 2 Job Truss Truss Type i Oty a Pty T11709918 13468TOA F01 Floor 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:24 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-ZOE9wyednBxn0oXo1 SVN8dgwUP7zkdYUmv9tlDytYW P 0-1-8 HI 1-3-0 I 1-5-8 I OFFICE COPY tee=1:37.6 4x6= 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 3 25 3, N Z N / X / X / N / X / N / \ , x 26 9 Ri 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 4x6= 1.5x3 I I 1.5x3 I I 3x12 M18SHS FP= 4x6= 4x6= 4x6= 1.5x3 SP= 2-9-0 I 5-3-0 7-9-0 I 14-5-8 I 16-11-8 19-5-8 I 22-2-8 I 2-9-0 2-6-0 2-6-0 6-8-8 2-6-0 2-6-0 2-9-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge1,17:0-1-8,Edge],[11:0-1-8,Edge],[12:Edge,0-1-8],[13:0-2-8,Edge],[23:0-2-8,Edge],[24:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Weft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.51 18-19 >516 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.80 18-19 >330 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.12 12 Na n/a I BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:114 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-16:2x4 SP No.1(flat) 2-2-0 oc bracing:15-17. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 24=1201/0-5-8,12=1201/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1196/0,11-12=-1196/0,1-2=-1247/0,2-3=-3164/0,3-5=-4488/0,5-6=-5240/0, 6-7=-5470/0,7-8=-5240/0,8-9=-4488/0,9-10=-3164/0,10-11=-1 247/0 BOT CHORD 22-23=0/2354,21-22=0/3948,20-21=0/5002,19-20=0/5470,18-19=0/5470,17-18=0/5470, 15-17=0/5002,14-15=0/3948,13-14=0/2355 WEBS 11-13=0/1611,1-23-0/1611,10-13=-1541/0,2-23=-1541/0,10-14=0/1126,2-22=0/1126, 9-14=-1090/0,3-22=-1090/0,9-15=0/752,3-21-0/751,8-15=-714/0,5-21=-714/0, 8-17=0/494,5-20=0/494,7-17=-637/147,6-20=-637/147 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 16=11% 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. Ili , Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual holding 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 MiTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/IP11 Qualify Criteria,DSB-59 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty >; Ply T11709919 13468TOA F02 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:25 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-1 aoY7lfFYU3ddx6_baOchgND1 pW 3TABe?ZvQgfytYW O 0-1-8 H I 1-3-0 ( I 1-9-0 I Scale=1:18.5 1.5x3= 1.5x3 II 3x6= 1 2 3 4 5 6 • • • • .‘N, . 4 — IN, \// Q a _N_ e—A 12 11 • 10 9 8 7 1.5x3 II 2-9-0 4-0-0 5-4-8 $-7-8 8-6-0 I 11-3-0 2-9-0 1-3-0 1-4-8 3-d 2-10-8 2-9-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge),[11:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. - in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0-49 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.12 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:60 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=599/0-5-8,7=605/Mechanical FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-586/0,6-7=-598/0,1-2=-548/0,2-3=-1338/0,3-4=-1338/0,4-5=-1232/0,5-6=-565/0 BOT CHORD 11-12-0/1046,10-11=0/1338,9-10=0/1338,8-9=0/1063 WEBS 6-8=0/752,1-12=0/704,5-8=-693/0,2-12=-693/0,5-9=0/274,2-11=0/514,4-9=-271/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 5)CAUTION,Do not erect truss backwards. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE/M-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•:ornponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 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. Tanga,FL 33610 Job Truss Truss Type . Qty , Ply T11709920 13468TOA F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:26 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-VmMwLegtJoBUF5hA9HXrE2WOnDsICdRnEDe_M6ytYW N 0-1-8 H I 1-3-0 I I 1-9-0 Scale=1:18.5 1.5x3= 1.5x3 II 3x6= 1 2 3 4 5 6 - N N / I 4 1.: 0 I s s a 12 11 a 10 9 8 1.5x3 II 2-9-0I 4-0-0 5-4-8 -7-5 8-6-0 I 11-3-0 2-9-0 1-3-0 1-4-8 3-d 2-10-8 2-9-0 Plate Offsets(X,Y)— 14:0-1-8,Edge),(11:0.1-8,Edge) LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.12 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:60 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=599/0-5-8,7=605/0-3-3 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-586/0,6-7=-598/0,1-2=-548/0,2-3=-1338/0,3-4=-1338/0,4-5=-1232/0,5-6=-565/0 BOT CHORD 11-12=0/1046,10-11=0/1338,9-10=0/1338,8-9=0/1063 WEBS 6-8=0/752,1-12=0/704,5-8=-693/0,2-12=-693/0,5-9=0/274,2-11=0/514,4-9=-271/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached towalls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10103/2015 BEFORE USE fil- Design valid for use only with Milek ww connectors.This design Is based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,05849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Mexandrio,VA 22314. Tampa.FL 33610 Job Truss Truss Type i Qty r Ply T11709921 13468TOA F04 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:26 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-VmM W LegtJoBU F5hA9HXrE2W UrD1 sCi UnEDe_M6ytYW N 3x6= 1 3x6= 2 1.5x3 II 3 1.5x3 I I 4 Scale=1:9.4 4 e 8 7 6 5 3x4 I I 3x4= 3x4= 3x4 I I 1-6-12 2-11-12 4-6-8 1-6-12 I 1-5-0 I 1-6-12 Plate Offsets(X,Y)-- 16:0-1-8,Edge],17:0-1-8,Edge1,[8:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress!nor YES WB 0.04 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 4-6-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 1 lit 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIl-7473 rev.10103/2015 BEFORE USE Design valid for use only with Mitek®"connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the opplicabllty 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 0111y. Additional temporary and permanent bracing Mi lek Is always required for stability and to prevent collapse with possble personal i fury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and taus systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Ajexardda,VA 22314. Tampa.FL 33610 Job Truss Truss Type [ Oty i Ply TI1709922 13468TOA F05 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:27 2017 Page 1 I D:Gf5xl Fg51X3BjgdnZ3l96cz5nDU-zzvlY_hV46JLtFGNi?34mFSYtdB_x4owStOXuYytYW M 0-1-8 H I 1-3-0 I I 1-10-9 I 18 Scale=1:19.1 1.5x3= 1.5x3 I I 1.5x3= 1 2 3 4 5 6 • 4 NN\s„. / ' 15 !, o a N- • s- • 12 11 10 9 8 1.5x3 II LL�� 2-9-0I 4-0-0 I 5-4-8 8- 8-7-9 I 11-4-9 i 2-9-0 1-3-0 ' 1-4-8 0.3-13 2-11-5 2-9-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge),[6:0-1-8,Edge),[11:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lord) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.13 9-10 >990 240 BCLL 0.0 Rep Stress!nor YES WB 0.35 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:60 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=606/0-5-8,7=606/0-3-0 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-593/0,6-7=-599/0,1-2=-555/0,2-3=-1368/0,3-4=-1368/0,4-5=-1254/0,5-6=-575/0 BOT CHORD 11-12-0/1062,10-11=0/1368,9-10=0/1368,8-9=0/1077 WEBS 6-8=0/739,1-12=0/713,5-8=-699/0,2-12=-704/0,5-9=0/286,2-11=0/536,4-9=-284/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. tut ®WARNING-Verily design parameters and READ NOTES ON THIS AND SVCLUDED 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 balding component-not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/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 Job Truss Truss Type r Qty a Ply T11709923 13468TOA F06 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:28 2017 Page 1 ID:Gf5x1Fg51X38jgdnZ3196cz5nDU-R9TgmKh8rPRCUPrZGiaJJT?eo1 WxgWz4hW74R_ytYWL 0-1-8 H I 1-3-0 I I 1-10-9 I 0718 Scale'=1:19.1 1.5x3= 1.5x3 II MSH422 1.5x3= 1 ,2 3 4 16 5 6 • • • o • • 4 —• — • — 15 Q . N Z't . i/— • \ • • • 12 11 10 9 8 1.5x3 II 2-9-0 4-0-0I 5-4-8 B-5 8-7-9 I 11-4-9 2-9-0 1-3-0 1-4-8 6-3-1�3 2-11-5 2-9.0 Plate Offsets(X,Y)- 14:0-1-8,Edge1,16:0-1-8,Edge1,F8:0-1-8,Edge1,(11:0-1-8,Edge1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.11 9-10 >999 360MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.17 9-10 >776 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:60 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=649/0-5-8,7=694/0-3-0 FORCES. (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-628/0,6-7=-685/0,1-2=-594/0,2-3=-1549/0,3-4=-1549/0,4-5=-1474/0,5-6=-685/0 BOT CHORD 11-12=0/1160,10-11=0/1549,9-10=0/1549,8-9=0/1294 WEBS 6-8=0/883,1-12=0/763,5-8=-847/0,2-12=-787/0,5-9=0/288,2-11=0/647,3-11=-259/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 4)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 7-7-3 from the left end to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 7-13=-10,1-6=-100 Concentrated Loads(lb) Vert:16=-130(B) t t ©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 fs 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 km to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply T11709924 13468TOA F07 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:28 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-R9TgmKh8rPRCUPrZGiaJJT?fY1jJgcS4hW74R_ytYW L 0-11-13I 1-3-0 3x6= 1 3x6= 6 2 MSH422 Scale=1:9.5 I. ■■k 1 =■■ q 11 iiiilLrff, Ilti ■■ ■ i■mi r::. • 3x4- 5" 4 3 3x4 I I 3x4 I I 1 0-3-0 I 2-8-13 0-3-0 2-5-13 Plate Offsets(X,Y)-- (3:Edge,0-1-81,[5:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight:19 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=351/0-3-8,3=230/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-347/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 3)Use USP MSH422(With 10d nails into Girder&10d nails into Truss)or equivalent at 0-10-9 from the left end to connect truss(es)to front face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-5=-10,1-2=-100 Concentrated Loads(lb) Vert:6=-309(F) I f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTeki-connectors.This design is based only upon parameters shown,and Is for an IndMdual building component.not a truss system.Before use,the balding 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/IPii Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcilabie from Truce Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type y Qty Ply T11709925 13468TOA F08 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:29 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-VL12zgimcja36ZQIgP5YrgYvFQzlPOgDwAtezRytYW K 0-1-8 H i 1-3-0 I 1-8-7 Scale=1:13.8 3x4= 3x6= 1 3x4= 2 3 3x4= 4 • • • 11 1.5 = o e 3x4= 3x4= 9 8 7 6 5 1.5x3 II 1.5x3 II 3x4= 3x4 I1 7-5-7 II 7-5-7 Plate Offsets(X,Y)-- F2:0-1-8,Edge1,13:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.04 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 5 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=390/0-5-8,5=396/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-384/0,4-5=-390/0,1-2=-317/0,2-3=-599/0,3-4=-315/0 BOT CHORD 8-9=0/599,7-8=0/599,6-7=0/599 WEBS 4-6=0/420,1-9=0/403,3-6=-385/0,2-9=-383/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 4)CAUTION,Do not erect truss backwards. 1 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MITeke connectors.TNs design is based oNy upon parameters shown,and Is for an IndMdual 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 MiTek' Is always required for stability and to prevent collapse wtth 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. Tampa,FL 33610 Job Truss Truss Type i Qty 4 Ply T11709926 13468TOA F09 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:30 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-OYbRA?jON1 iwkj?yO7cnOu44PglM8TIN9gcBVtytYWJ 0-1-8 H I 1-3-0 I I 2-0-15I Scale=1:14.3 3x4= 3x4= 1 3x4= 2 3 3x4= 4 11 1.5 q 93x4 8 7 63x4 • 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3-3-8 3-8-7 5-0-15 7-8-7 3-3-8 I 0-5-0 I 1-4-8 I 2-7-8 Plate Offsets(X,Y)-- F2:0-1-8,Edge1,(3:0-1-8,Edge),(4:0.1.8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.04 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.05 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:40 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) • TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=407/0-5-8,5=413/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-402/0,4-5=-407/0,1-2=-338/0,2-3=-637/0,3-4=-324/0 BOT CHORD 8-9=0/637,7-8=0/637,6-7=0/637 WEBS 4-6-0/440,1-9=0/431,3-6=-426/0,2-9=-407/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 3)CAUTION,Do not erect truss backwards. Nit 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 119-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITekt connectors.This design is hosed only upon parameters shown,and Is for m Individual building component,not a truss system.Before use,the balding 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 collie 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 f Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply a T11709927 13468TOA F10 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:30 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-OYbRA?jON 1 iwkj?yO7cnOu4AogOn8W SN9gcBVtytYW J Scale=1:14.2 3x6= 1 3x6= 2 3 4 5 6 7 • b- • • • • 0 I 14 13 12 11 10 9 8 3x4 II 3x4= 3x4= 3x4 I I 1-6-12l 2-10-12 4-2-12 I 5-6-12 6-1-5 j 7-8-1 1-6-12 1-4-0 1-4-0 1-4-0 0-6-9 1-6-12 Plate Offsets(X,Y)-- (9:0-1-8,Edge),(13:0-1-8,Edge),114:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - rVa 999 MT2O 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2014JTP12007 Matrix-P Weight:42 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-8-1 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 7-8-1. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,9,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.10N3/2015 BEFORE USE. la Design valid for use only with Mileki c:on rectors.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 wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. 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 T11709928 13468TOA F 1 1 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:31 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-sk9pOLk08KgnLsZ8x070x5dFMEeHtwvW N UMI1 JytYW I I i-3-0 I I 1-1i-8 1 Scale=1:14.5 3x4= 3x6_ 1 3,6= • 2 3 3x6= 4 • 4 v - • • 93x4 8 73x4 I I 63x4= 1.5x3 I I 3x4 11 3x4 11 , 3-3-8 10-5-0 b-2-8 1-0-8 a1-8 2-9-0 Plate Offsets(X,Y)— [2:0-1-8,Edge],(10:Ed61e,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.04 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.05 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:44 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=417/0-3-8,5=417/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-410/0,4-5=-411/0,1-2=-340/0,2-3=-653/0,3-4=-337/0 BOT CHORD 8-9=0/653,7-8=0/653,6-7=0/653 WEBS 4-6=0/448,1-9=0/452,3-6=-421/0,2-9=-426/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. / is A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 6111-7473 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 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/lPlt Quality Criteria,DS8-89 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 , Qtyj Ply T11709929 13468TOA F12 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MTek Industries,Inc. Fri Jul 28 11:29:32 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-KwjBbhleveyez08KVYeFTJ9NleulcHwgc851 amytYW H 0-1-8 HI 1-3-0 ( 1 2-0-4 1 1-11-4I Scale=1:38.4 4x6= 3x6= 1.5x3= 3x6 FP= 6x8= 3x6= 3x6= 1 2 3 4 5 6 7 8 9 10 11 727 , -• ..7 —N /N , N ' .7— �N /— 1' OM ig k 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 1.5x3 I I 4x6= 3x6 FP= 1.5x3 II 19-0-10 6-6-12 7-7-12 18-10-0 2-9-0 I 5-3-0 1 6-5-6 II 7-6-4 1i 8-10-12 1 10-1-12 1 12-7-12 I 15-3-4 18-0-4 1�-5-Z 20-2-a I 22-11.8 2-9-0 2-6-0 1-2-6 0--6 0-V-8 1-3-0 1-3-0 2-6-0 2-7-8 2-9-0 04.111 1-1-14 2-9-0 0-11-8 04.14 0-2-10 Plate Offsets(X,Y)-- II:Edge,0-1-81,(3:0-1-8,Edgel,(10:0-1-8,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.17 21-22 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.24 21-22 >743 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:122 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)`Except' except end verticals. 12-17:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 26=756/0-5-8,12=275/0-3-8,18=1460/0-3-8 Max Uplift 12=19(LC 3) Max Gray 26=773(LC 10),12=369(LC 4),18=1465(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-771/0,11-12=-368/9,1-2=-762/0,2-3=-1792/0,3-4=-2232/0,4-6=-2120/0, 6-7=-1470/0,8-9=-105/571,9-10.500/236,10-11=-284/58 BOT CHORD 24-25=0/1418,23-24=0/2232,22-23=0/2232,21-22=0/2232,20-21=0/1938,19-20=0/981, 18-19=-999/0,16-18=-999/0,15-16=-236/500,14-15=-236/500,13-14=-236/500 WEBS 8-18=-1409/0,1-25=0/982,8-19=0/1156,2-25=-913/0,7-19=-1091/0,2-24=0/520, 7-20=0/731,3-24=-623/0,6-20=-696/0,6-21 x/335,4-21=-382/3,11-13=-77/378, 8-16=0/609,10-13=-294/243,9-16=-781/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 12. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 5)CAUTION,Do not erect truss backwards. 4 lilt 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Ml1EK REFERANCE PAGE M1-7473 rev.10v3/015 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 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPll Qually Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Nexandrla.VA 22314. Tama.FL 33610 l Job Truss Truss Type , Qty I Ply T11709930 13468TOA F13 Floor 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:33 2017 Page 1 I D:Gf5x1 Fg51X38jgdnZ3196cz5nD U-o7HZp 1 IGgy4V bAjX3F9UOW iYS2EnLkBprorr6CytY W G 0-1-8 H 1 1-3-0 2-0-4 1-11-4 1 0-1-8 5631e=1:39.1 4x6= 3x6= 1.5x3= 3x6 FP= 6x8= 3x6= 3x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 • •\/,,_ 027 y NS\VI/ X /_ - / X X�I/ N/st. 228 0 e r 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 1.5x3 II 4x6= 3x6 FP= 6-5-6 7-6-4I 15-3-4 1 18-0-4 19-0-101 23-1-0 6-5-6 1-0-14 7-9-0 2-9-0 1-0-6 4-0-6 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[3:0-1-8,Edgej,[11:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.17 21-22 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.25 21-22 >734 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-S Weight:123 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 12-17:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 26=759/0-5-8,12=282/0-3-8,18=1458/0-3-8 Max Uplift 12=-13(LC 3) Max Gray 26=775(LC 10),12=372(LC 4),18=1463(LC 9) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-773/0,11-12=-372/3,1-2=-765/0,2-3=-1800/0,3-4=-2244/0,4-6=-2137/0, 6-7=-1492/0,8-9=-124/554,9-10=-526/223,10-11=-294/48 BOT CHORD 24-25=0/1423,23-24=0/2244,22-23=0/2244,21-22=0/2244,20-21=0/1958,19-20=0/1005, 18-19=-979/0,16-18=-979/0,15-16=-223/526,14-15=-223/526,13-14=-223/526 WEBS 8-18=-1407/0,1-25-0/985,2-25=-916/0,2-24=0/524,3-24=-629/0,8-19=0/1154, 7-19=-1089/0,7-20=0/728,6-20=-694/0,6-21=0/333,4-21=-379/9,11-13=-66/374, 10-13=-308/233,8-16=0/610,9-16=-783/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 13 lb uplift at joint 12. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 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. 5)CAUTION,Do not erect truss backwards. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IIII Design valid for use ordy with Ml 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 verity the applicabtlty 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 ordy. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/IP11 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 III Job Truss Truss Type + Qty Ply T11709931 13468TOA FG01 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:35 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-kVOKEjnXCZKDgUNAgCy5xnyOrvMpat616KyA4ytYW E 2-4-1I 4-6-6 4r8-12 5-7-8 I 6-6-14 6-i8-)0 8-10-15 I 11-3-0 2-4-1 2-2-5 0-4-12 0-11-6 0-11-6 0-4-12 2-2-5 2-4-1 Scale=1:19.1 Special 2x4 I I 2x4 I I Special 1 Special 2 Special 3 Special 4 Special 5 Special 6 i ------------.......,,,,,,,. . ,iii 11 10 9 8 7 12 2x4 II 2x4 II 2-4-1I 4-6-6 4r8-2 5-7-8 I 6-6-14 6-8-10 8-10 -15 I 11-3-0 2-4-1 2-2-5 0-4-12 0-11-6 0-11-6 0-4- 2 2-2-5 2-4-1 Plate Offsets(X,Y)-- [1:0-2-0,0-2-0],[6:0-2-0,0-2-0],[8:0-2-0,0-2-0],[11:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.05 9-10 >999 360 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.17 9-10 >792 240 BCLL 0.0 * Rep Stress Ina NO WB 0.79 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.04 9-10 >999 240 Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=1885/0-5-8,7=1885/Mechanical FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-1800/0,1-2=-3170/0,2-3=-4730/0,3-4=-4730/0,4-5=-4730/0,5-6=-3170/0,6-7=-1800/0 BOT CHORD 10-11-0/3170,9-10-0/4730,8-9=0/3170 WEBS 6-8=0/3333,1-11=0/3333,5-8=-1448/0,2-11=-1448/0,5-9=0/1727,2-10=0/1727,4-9=-699/0,3-10=-699/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 11-1-4 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-324,7-12=-20 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-287,7-12=-20 Continued on vane 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-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 mt a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type f Qty • Ply T11709931 13468TOA FG01 Flat Girder 1 2 Job Reference(optional) _ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:35 2017 Page 2 ID:Gf5x1Fg51X38jgdnZ3196cz5nDU-kVOKEjnXCZKDgUtvAgCy5xnyOrvMpat616KyA4ytYW E LOAD CASE(S) Standard 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-194,7-12=-40 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-52,7-12=-10 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-52,7-12=-10 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-185,7-12=-20 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-6=-185,7-12=-20 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-76,7-12=-10 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-103,7-12=-10 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-185,7-12=-20 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-185,7-12=-20 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-6=-177,7-12=-20 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-293,7-12=-20 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-293,7-12=-20 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-293,7-12=-20 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-6=-293,7-12=-20 � I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE. 11111 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 tries 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 lnlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type y Qty Ply T11709932 13468TOA FG02 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:36 2017 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-ChyiR3o9ztS4SeS5kOjBe9K8aFKkY5aFXm3VjXytYW D 2-8-9 2110T5 4-0-0 I 5-1-11 I 5-8-7 I 8-5-0 2-8-9 0-1-12 1-1-11 1-1-11 0-6-12 2-8-9 Scale=115.8 3x8= 3x8= 2x4 II 2x4 I 1 2 3 9 4 i --------------------------------\ ----; o Special 12 613 4,6= Special Special 4x6 =_ 3x4 1110 11 53x4 I I ia specialSpec l SPECIAL INDICATES THAT NOT ALL HANGERS HAVE BEEN DESIGNED. TYPICAL. I 2-8-9 2110x5 4-0-0 ( 5-1-11 I 5-8-7 I 8-5-0 2-8-9 0-1-12 1-1-11 1-1-11 0-6-12 2-8-9 Plate Offsets(X,Y)-- [1:0-3-0,0-1-81,14:0-3-0,0-1-K[6:0-2-4,0-2-01,[7:0-2-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Horz(TL) 0.01 5 nta n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1885/0-11-8,5=1537/0-5-8 Max Uplift 8=-186(LC 4),5 Job Truss Truss Type ? Qty . Ply T11709932 13468TOA FG02 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:36 2017 Page 2 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-Chyi R3o9ztS4SeS5kOjBe9K8aFKkY5aFXm3VjXytYW D LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-207(8)10=-213(B)11=-210(B)12=-207(B)13=-207(B) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-261,4-9=-50,5-8=-20 Concentrated Loads(Ib) Vert:7=-180(B)10=-185(B)11=-182(B)12=-180(B)13=-180(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-9=-219,4-9=-20,5-8=-40 Concentrated Loads(Ib) Vert:7=-140(B)10=-142(B)11=-144(B)12=-140(B)13=-140(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-38,4-9=44,5-8=-10 Concentrated Loads(Ib) Vert:7=96(B)10=185(B)11=95(B)12=96(8)13=96(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-38,4-9=44,5-8=-10 Concentrated Loads(Ib) Vert 7=96(B)10=185(B)11=95(B)12=96(B)13=96(8) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-9=-205,4-9=-21,5-8=-20 Concentrated Loads(ib) Vert 7=106(B)10=192(B)11=104(B)12=106(6)13=106(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-205,4-9=-21,5-8=-20 Concentrated Loads(Ib) Vert:7=106(6)10=192(8)11=104(B)12=106(8)13=106(8) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-67,4-9=31,5-8=-10 Concentrated Loads(Ib) Vert:7=96(B)10=185(6)11=95(8)12=96(B)13=96(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-100,4-9=16,5-8=-10 Concentrated Loads(Ib) Vert:7=96(8)10=185(6)11=95(B)12=96(B)13=96(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-205,4-9=-21,5-8=-20 Concentrated Loads(Ib) Vert:7=106(B)10=192(B)11=104(B)12=106(B)13=106(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-9=-205,4-9=-21,5-8=-20 Concentrated Loads(Ib) Vert:7=106(B)10=192(B)11=104(B)12=106(B)13=106(6) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-9=-194,4-9=-20,5-8=-20 Concentrated Loads(Ib) Vert:7=-99(B)10=-100(6)11=-101(B)12=-99(B)13=-99(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-269,4-9=-51,5-8=-20 Concentrated Loads(Ib) Vert:79(6)10=134(8)11 7(8)12=69(B)139(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-269,4-9=-51,5-8=-20 Concentrated Loads(Ib) Vert:7=69(B)10=134(B)11=67(B)12=69(B)13=69(B) 15)Dead+0.75 Roof Live(bad.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-269,4-9=-51,5-8=-20 Concentrated Loads(ib) Vert:7=69(B)10=134(B)11=67(6)12=69(B)13=69(B) 16)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-269,4-9=-51,5-8=-20 Continued on naaP 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.This design Is based only upon parameters shown.and Is for an individual holding 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 building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute,218 N.Lee Sheet Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty , Ply T11709932 13468TOA FG02 FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:36 2017 Page 3 I D:Gf5x1 Fg51X38jgdnZ3196cz5nDU-ChyiR3o9ztS4SeS5kOjBe9K8aFKkY5aFXm3VjXytYW D LOAD CASE(S) Standard Concentrated Loads(lb) Vert:7=69(B)10=134(B)11=67(B)12=69(B)13=69(B) 17)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-38,4-9=44,5-8=-10 Concentrated Loads(Ib) Vert:7=-116(B)10=-54(B)11=-117(B)12=-116(B)13=-116(B) 18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-38,4-9=44,5-8=-10 Concentrated Loads(lb) Vert:7=-116(B)10=-54(B)11=-117(B)12=-116(B)13=-116(B) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-205,4-9=-21,5-8=-20 Concentrated Loads(Ib) Vert:7=-106(B)10=-47(B)11=-108(B)12=-106(B)13=-106(B) 20)Reversal:Dead+0.6 MWFRS Wind(Neg.*Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-205,4-9=-21,5-8=-20 Concentrated Loads(Ib) Vert:7=-106(B)10=-47(B)11=-108(B)12=-106(B)13=-106(B) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-67,4-9=31,5.8=-10 Concentrated Loads(Ib) Vert:7=-116(8)10=-54(B)11=-117(8)12=-116(B)13=-116(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-100,4-9=16,5-8=-10 Concentrated Loads(Ib) Vert:7=-116(B)10=-54(B)11=-117(B)12=-116(B)13=-116(B) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-205,4-9=-21,5-8=-20 Concentrated Loads(Ib) Vert:7=-106(B)10=-47(B)11=-108(B)12=-106(B)13=-106(B) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-205,4-9=-21,5-8=-20 Concentrated Loads(Ib) Vert:7=-106(B)10=-47(B)11=-108(B)12=-106(B)13=-106(B) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-269,4-9=-51,5-8=-20 Concentrated Loads(lb) Vert:7=-165(B)10=-124(B)11=-167(B)12=-165(B)13=-165(B) 26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-9=-269,4-9=-51,5-8=-20 Concentrated Loads(Ib) Vert:7=-165(B)10.124(B)11=-167(B)12=-165(B)13=-165(B) 27)Reversal:Dead+0.75 Roof Live(bal.)+075(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-269,4-9=-51,5-8=-20 Concentrated Loads(Ib) Vert:7=-165(B)10=-124(B)11=-167(B)12=-165(B)13=-165(B) 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-9=-269,4-9=-51,5-8=-20 Concentrated Loads(Ib) Vert:7=-165(B)10=-124(B)11=-167(B)12=-165(B)13=165(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with posabie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPI 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 r Qty , Ply 711709933 13468TOA FG03 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:37 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz555nDU5-guW4ePonjAaw3n1 I15EQAMtHdfcBHVgPmQp3FzytYW C 1-9-4 0-l- 2 1-5-12 1-5-12 0-1-12 1-9-4 Scale=1:12.9 4x5= 3x4= 2x4 II 3x4= 4x5= 1 2 3 4 5 a. _____. ''''''-'''''T'-':'-'::› — '------- --'-. -...,* ---.-----------:;------------'----. — 9 11 8 12 13 6 THD46 3x8= THD46 6x6= THD26-2 6x6= 10 2x4 11 2x4 II r 1-9-4 1111.0 3-4-13 I 4-10-9 0�5 6-9-9 1-9-4 0-1-1 1-5-12 1-5-12 0-1-12 1-9-4 Plate Offsets(X,Y)-- 11:0-1-12,0-1-81,15:0-1-12,0-1-81,17:0-2-4,0-4-01,19:0-2-4,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.03 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.07 8 >999 240 BCLL 0.0 ' Rep Stress lncr NO WB 0.71 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.02 8 >999 240 Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-7,1-9,4-8,2-8:2x4 SP No.2 REACTIONS. (Ib/size) 10=2934/0-3-8,6=4436/Mechanical Max Uplift 10=-132(LC 4) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2734/127,1-2=-3785/130,2-3=-5055/83,3-4=-5055/83,4-5=-4331/0, 5-6=-3125/0 BOT CHORD 8-9=-130/3785,7-8=0/4331 WEBS 5-7=0/5027,1-9=-150/4393,4-7=-1722/351,2-9=-2132/114,4-8=-363/889,2-8=0/1474, 3-8=-1187/98 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3-)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 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) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 10. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-2-1 from the left end to 4-2-1 to connect truss(es)to front face of bottom chord. 11)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 6-0-9 from the left end to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard . Continued on Dane 2 / mi 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MtI-7473 rev.10/03/2015 BEFORE USE. 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 building designer must verily 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 regal the fabrication,storage,delivery,erection and bracing of trusses and buss systems,seeANSI/TP11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East BNd. 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 T11709933 13468TOA FG03 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:37 2017 Page 2 I D:Gf5x1 Fg51X38jgdnZ3196cz5nDU-guW 4ePonjAaw3n1 I I5EQAMtHdfcBHVgPmQp3FzytYW C LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-781,6-10=-20 Concentrated Loads(Ib) Vert:11=-145(F)12=-145(F)13=-1869(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-5=-668,6-10=-20 Concentrated Loads(lb) Vert:11=-475(F)12=-475(F)13=-1668(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-5=-423,6-10=-40 Concentrated Loads(Ib) Vert:13=-1250(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=76,6-10=-10 Concentrated Loads(Ib) Vert:13=-872(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(pif) Vert:1-5=76,6-10=-10 Concentrated Loads(ib) Vert:13=-872(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-366,6-10=-20 Concentrated Loads(Ib) Vert:13=-864(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-366,6-10=-20 Concentrated Loads(Ib) Vert:13=-864(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=4,6-10=-10 Concentrated Loads(Ib) Vert:13=-872(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-80,6-10=-10 Concentrated Loads(Ib) Vert:13=-872(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-366,6-10=-20 Concentrated Loads(Ib) Vert:13=-864(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increaser-1.60 Uniform Loads(pif) Vert:1-5=-366,6-10=-20 Concentrated Loads(Ib) Vert:13=-864(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(pif) Vert:1-5=-330,6-10=-20 Concentrated Loads(Ib) Vert:11=-585(F)12=-585(F)13=-1065(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-695,6-10=-20 Concentrated Loads(Ib) Vert:13=-864(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-695,6-10=-20 Concentrated Loads(Ib) Vert:13=-864(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-695,6-10=-20 Concentrated Loads(lb) Vert:13=-864(F) Continued on nacre 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE AW-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with Miconnectors.This design Is based only upon parameters shown.and Is for an Individual building component,not �t a buss 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 to 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/IPll Qually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information ovaliable Corn Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply F T11709933 13468TOA FG03 Flat Girder I 1 i ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:37 2017 Page 3 I D:Gf5xl Fg51X38jgdnZ3196cz5nD U-gu W 4ePonjAaw3n1115EQAMtHdfcBHVg PmQp3FzytYW C LOAD CASE(S) Standard 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-695,6-10=-20 Concentrated Loads(Ib) Vert:13=-864(F) 17) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=76,6-10=-10 Concentrated Loads(Ib) Vert:13=-1122(F) 18) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-5=76,6-10=-10 Concentrated Loads(ib) Vert:13=-1122(F) 19) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-366,6-10=-20 Concentrated Loads(Ib) Vert:13=-1114(F) 20) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-366,6-10=-20 Concentrated Loads(Ib) Vert:13=-1114(F) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel':Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=4,6-10=-10 Concentrated Loads(Ib) Vert:13=-1122(F) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-80,6-10=-10 Concentrated Loads(Ib) Vert:13=-1122(F) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-366,6-10=-20 Concentrated Loads(Ib) Vert:13=-1114(F) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-366,6-10=-20 Concentrated Loads(Ib) Vert:13=-1114(F) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase-1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-5=-695,6-10=-20 Concentrated Loads(Ib) Vert:13=-1554(F) 26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-695,6-10=-20 Concentrated Loads(Ib) Vert:13=-1554(F) 27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-695,6-10=-20 Concentrated Loads(Ib) Vert:13=-1554(F) 28) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-5=-695,6-10=-20 Concentrated Loads(Ib) Vert:13=-1554(F) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/032015 BEFORE USE. tut Design valid for use only with MiTek,D connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIJIPI 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,Nexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type r Qty , Ply T11709934 13468TOA FTO1 MONOPITCH 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:38 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-944SskpPUUinhxcUsolfjaPR43_206sY_4YcnPytYW B 3-1-0 4-10-6 7-3-8 I3-1-0 I 1-9-6 I 2-5-2 Scale=1:13.5 0.25,FI 9 4x5= 1 2 3x8 II 3 2x4 I I 104 . o f o _ o -I , ..... 8 3x8 i I 6 aro II 7 53x4 II 0-8-4 3-1-0 4-10-6 7-3-8I I 0-8-4 i 2-4-12 1-9-6 I 2-5-2 Plate Offsets(X,Y)— F4:0-2-3,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.07 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 1 BC 0.63 Vert(TL) -0.12 5-6 >648 240 BCLL 0.0 ` Rep Stress Incr YES � WB 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-MR Wind(LL) 0.09 5-6 >842 240 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 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. 5-9:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=338/0-5-8,7=422/0-3-8 Max Horz 7=8(LC 8) Max Uplift 5=-205(LC 9),7=-253(LC 8) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-371/384,2-3=-375/389,3-4=-373/389 BOT CHORD 7-8=-384/371,6-7=-393/371,5-6=-393/371 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=3.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 3-1-0,Interior(1)3-1-0 to 7-0-12 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 20.0psf 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 205 lb uplift at joint 5 and 253 lb uplift at joint 7. • 1 a 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 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicatedid 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 possble personal Injury and properly 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 Bonding Component 6904 Parke East Bled. 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 T11709935 13468TOA FT02 MONOPITCH 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:38 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-944SskpPUUinhxcUsolfjaPS03?T06WY_4YcnPytYW B 2-11-2 4-6-11 6-10-0 2-11-2 1-7-9 2-3-5 Scale=1:12.7 0.25 Fri 3x5 11 211 32x411 9 4 i i 0 0 fi 83x8 it 62x4 11 5 3x4 it l 0-8-4 1 2-11-2 l 4-6-11 6-10-0 0-8-4 2-2-14 1-7-9 2-3-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.05 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.09 5-6 >804 240 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.07 5-6 >999 240 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 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. 4-5:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=313/Mechanical,7=398/0-3-8 Max Horz 7=7(LC 8) Max Uplift 5=-190(LC 9),7=238(LC 8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-315/334,2-3=-318/338,3-4=-316/339 BOT CHORD 7-8=-334/314,6-7=-342/314,5-6=-342/314 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-11-2,Interior(1)2-11-2 to 6-7-4 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 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 lb uplift at joint 5 and 238 lb uplift at joint 7. 1 • N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty . Ply T11709936 13468TOA GEB01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:39 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-dGeg34g1 FogeJ5BgPWGuFnybfSNGIQ9hDkIAKsytYWA • 2-11-6 5-9-0 8-6-10 11-6-0 2-11-6 2-9-10 I 2-9-10 I 2-11-6 Scale=1:19.3 2x4 I I 4x5= 4x5--=-- 4x5 4x5= 2 4x5= 3 4 5 0 s • • ISI 1 ° 1 9 8 7 4x5 /\ 4x5= 4x10= 2x4= 2x4= 2-11-6l 5-9-0 8-6-10 I 11-6-0 2-11-6 2-9-10 2-9-10 2-11-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.55 Vert(LL) 0.04 8-9 >999 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 I BC 0.43 Vert(TL) -0.14 8 >938 240 BCLL 0.0 Rep Stress Incr NO I WB 0.65 Horz(TL) 0.02 6 rUa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1236/0-3-8,6=1236/0-3-8 Max Uplift 10=-1236(LC 3),6=-1236(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1205/1076,1-2=-1972/1962,2-3=-3167/3185,3-4=-3167/3185,4-5=-1972/1962, 5-6=-1205/1076 BOT CHORD 8-9=-1962/1972,7-8=-1962/1972 WEBS 5-7=-2148/2172,1-9=-2148/2172,4-7=-1007/664,2-9=-1007/664,4-8=-1388/1355, 2-8=-1388/1355,3-8=-1266/0 NOTES- 1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 2)Bearing at joint(s)10,6 considers parallel to grain value using ANSI/fPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1236 lb uplift at joint 10 and 1236 lb uplift at joint 6. 4)Load case(s)1,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of • this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 16-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 5-9-0 on top chord,and 1038 lb up at 5-9-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:6-10=-10,1-5=-118 Concentrated Loads(Ib) Vert:3=-1038(F) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 • Continued on oaae 9 t I a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MUTER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekT:connectors.This design Is 1+:used 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 ordy. Additional temporary and permanent bracing M ek• is always required for stabtity and to prevent collapse with possible personal knlury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. 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 T11709936 13468TOA GEB01 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:39 2017 Page 2 ID:Gf5x1Fg51X3BjgdnZ3196cz5nDU-dGeg34g1 FogeJ5BgPWGuFnybfSNGIO9hDkIAKsytYWA LOAD CASE(S) Uniform Loads(pit) Vert:6-10=118(F),1-5=10(F) Concentrated Loads(Ib) Vert:8=1038(F) ' 1 Al ! MINIM WARNING-Nelly design parameters and READ NOTES ON THIS AND INCLUDED MITES'REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. NM Design valid for use only with MITek®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 building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M)Tek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Cdteda,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 I Job Truss Truss Type a Qty , Ply 711709937 13468TOA GEB02 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:40 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-5TCDHQrf05yVwFltzDn7o?Vg?sgPUuvrS01 jslytYW 9 2-10-11I 5-7-10 ` 8-4-9 I 11-1-8 I 13-10-7 I 16-7-6 19-4-5 I 22-3-0 2-10-11 2-8-15 2-8.15 2-8-15 2-8-15 2-8-15 2-8-15 2-10-11 Scale=1:37.9 THD26 4x6= 8x12 MT2OHS= 4x6= 2 3 4 5 6 7 8 9 CI, D D• i -'------....„......„,.,,, � l l�1 / D D o MI D D D q� D s o 4EI :i 18 17 16 15 14 13 12 1/ 10 2x4= 4x6= 7x14 MT2OHS- 4x6= 2x4= 2-10-11I 5-7-10 I 8-4-9 I 11-1-8 13-10-7 I 16-7-6 19-4-5 I 22-3-0 2-10-11 2-8-15 2-8-15 2-8-15 2-8-15 2-8-15 2-8-15 2-10-11 Plate Offsets(X,Y)-- [1:0-3-8,0-2-01,[2:0-2-4,0-2-01,[5:0-6-0,0-5-0),[8:0-2-4,0-2-01,[9:0-3-8,0-2-01,[11:0-2-8,0-2-01,112:0-2-4,0-2-01,[16:0-2-4,0-2-01[17:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TOLL 54.0 Plate Grip DOL 1.60 TC 0.96 Vert(LL) -0.36 14 >731 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.63 Vert(TL) -0.85 14 >311 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.61 Horz(TL) 0.14 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 2-3-12 oc bracing. 9-11,1-17,8-12,2-16,7-13,3-15,6-14,4-14:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1924/0-3-8,10=1924/0-3-8 Max Uplift 18=-1924(LC 3),10=-1924(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1879/1753,1-2=-3146/3144,2-3=-5652/5655,3-4=-7536/7525,4-5=-8712/8733, 5-6=-8712/8733,6-7=-7536/7525,7-8=-5652/5655,8-9=-3146/3144,9-10=-1879/1753 BOT CHORD 16-17=-3144/3146,15-16=-5655/5652,14-15=-7525/7536,13-14=-7525/7536, 12-13=-5655/5652,11-12=-3144/3146 WEBS 9-11=-3475/3487,1-17=-3475/3487,8-11=-1674/1344,2-17=-1674/1344, 8-12=-2861/2856,2-16=-2861/2856,7-12=-1339/1052,3-16=-1339/1052, 7-13=-2132/2146,3-15=-2132/2146,6-13=-998/692,4-15=-998/692,6-14=-1376/1341, 4-14=-1376/1341,5-14=-1278/0 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)All plates are 4x5 MT20 unless otherwise indicated. 4)Bearing at joint(s)18,10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1924 lb uplift at joint 18 and 1924 lb uplift at joint 10. 6)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. 7)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. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 11-1-8 from the left end to connect truss(es)to front face of top chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb up at 11-1-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Continued on nave 9 MIN IM 0 WARNING-Verily daslgn parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MA-7473 rev.10/03/2016 BEFORE USE. mit Design valid for use only with MiTek©connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insttlute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 City Ply T11709937 13468TOA GEB02 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:40 2017 Page 2 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-5TCDHOrt05yVwFltzDn7o?Vg?sgPUuvrSO1jslytYW 9 LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:10-18=-10,1-9=-118 Concentrated Loads(Ib) Vert:5=-1038(F) 2)Dead:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:10-18=-10,1-9=-118 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:10-18=118(F),1-9=10(F) Concentrated Loads(Ib) Vert:14=1038(F) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7073 rev.10A13/2015 BEFORE USE. Design valid for use only with Milektr connectors.This design k 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 Itnda/dual truss web and/or chord members only. Additional temporary and permanent bracing Mi lei, k 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. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type .a Oty r Ply T11709938 13468TOA GEB03 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:40 2017 Page 1 I D:Gf5xIFg51X38jgdnZ3196cz5nDU-5TCDHQrf05yVwFltzDn7o?VgOsbgUgBrSO1 jslytYW 9 2-11-5I 5-8-15 I 8-6-8 11-4-1 I 14-1-11 I 17-1-0 2-11-5 2-9-9 2-9-9 2-9-9 2-9-9 2-11-5 Scale=1:28.9 THD26 10x12= 2 3 4 5 6 7 o si 1 1. 13 12 11 10 9 2x4= 7x14 MT2OHS= 2x4= 2-11-5 5-8-15 8-6-8 11-4-1I 14-1-11 I 17-1-0 2-11-5 2-9-9 2-9-9 2-9-9 2-9-9 2-11-5 Plate Offsets(X,Y)-- (1:0-3-0,0-2-01,14:0-6-0,0-5-41,X7:0-3-0,0-2-01,19:0-2-0,0-2-01,113:0-2-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL- in (loc) Vdefl Lid I PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.93 Vert(LL) -0.16 11 >999 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.93 Vert(TL) -0.43 11 >464 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.08 8 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-7-5 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1594/0-3-8,8=1594/0-3-8 Max Uplift 14=-1594(LC 3),8=-1594(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1555/1426,1-2=-2599/2599,2-3=-4546/4538,3-4=-5754/5772,4-5=-5754/5772, 5-6=-4546/4538,6-7=-2599/2599,7-8=-1555/1426 BOT CHORD 12-13=-2599/2599,11-12=-4538/4546,10-11=-4538/4546,9-10=-2599/2599 WEBS 2-13=-1349/1015,3-12=-1006/706,4-11=-1287/0,5-10=-1006/706,6-9=-1349/1015, 1-13=-2853/2864,2-12=-2200/2209,3-11=-1400/1371,5-11=-1400/1371, 6-10=-2200/2209,7-9=-2853/2864 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)All plates are 4x5 MT20 unless otherwise indicated. 4)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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1594 lb uplift at joint 14 and 1594 lb uplift at joint 8. 6)Load case(s)1,3 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 7) 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. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 8-5-8 from the left end to connect truss(es)to front face of top chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb up at 8-6-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: ,Continued on nsaae 2 0 WARNING-Vadly deign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10103201S BEFORE USE. mitDesign valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Masai( Is always required for stability and to prevent collapse with possible personal irnksy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Mate Institute,2115 N.Lee Street,Suite 312,Alexandrla,VA 22314. Tanga.FL 33610 Job Truss Truss Type j; Qty Ply r T11709938 13468TOA GEB03 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:40 2017 Page 2 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-5TCDHQrf05yVwFltzDn7o?VgOsbgUgBrSOl jslytYW 9 LOAD CASE(S) Standard Except: 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) 3)User defined:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:8-14=118(F),1-7=10(F) Concentrated Loads(Ib) Vert:11=1038(F) 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 k based only upon parameters shown,and is for an IndMdual 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' k 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.seeANSUlPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty r Ply 711709939 13468TOA PB01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:41 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-ZfmbUmrHnP4MYPK3XxJMLC 13vG9uDUB_g2nGOkytYW 8 o8 0.2-8 Scale=1:29.7 8 mil i 7 20 6.00 12 6 lel 4pi113r2 ' w 111 O 1 r r is r r No is 1:'s o 0 0 16 15 14 13 12 11 t0 3x4= 12-1-2 12-1-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 1 rift 120 BCLL 0.0 ' Rep Stress!nor YES WB 0.04 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 ! MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-5-12. (Ib)- Max Horz 2=231(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,11,12,13,14,15,16 Max Gray All reactions 250 lb or less at joint(s)2,10,11,12,13,14,15,16,2 FORCES. (lb)--Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-257/130 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-0-0 to 4-1-2,Interior(1)4-1-2 to 11-11-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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)10,11,12,13,14, 15,16. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. I NE V MIW WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED EK REFERANCE PAGE MA-7073 rev.1010312015 BEFORE USE. it 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 ihis 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/IPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from truss Plate Institute,218 N.Lee Skeet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty • Ply T11709940 13468TOA PB02 Piggyback 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:42 2017 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-1 rJzi6swYjCDAZvF5egbtQaBKgSoywg8vi W gwAytYW 7 028 0-2-8 2x4 II Scale=1:33.1 5 11111 12 2x4 i1 I11Il al • 6.00 2 � o 3 1 car r � o 0 0 3x4= 8 7 11 6 2x4 II 2x411 2x4 I I I 12-1-2 I 12-1-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 • Rep Stress Ina YES WB 0.08 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffin, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-1-9. (Ib)- Max Horz 2=243(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6 except 7=-142(LC 12),8=-111(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,2 except 7=416(LC 17),8=286(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-273/140 WEBS 4-7=-275/240 NOTES- 1)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)0-4-3 to 3-4-3,Interior(1)3-4-3 to 11-11-6 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,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 7=142,8=111. 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10413/2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of muses and truss systems,seeANSI/IPII Quality Criteria,DSS-89 and SCSI Bultding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.StAte 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty r Ply T11709941 13468TOA TO1 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:43 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-V2tLvStYJ0K4oiUSeMLgQd7Gs4ifhMgH8MGNTdytYW 6 1 1-3-7 1 5 1 7-3-0 I 13-2-9 I 14-6-0 1-3-7 04-9 5-9-15 5-11-9 1-3-7 • 5x6= Scale=1:32.5 2 i 6.00 12 ;�' P 61 24 25 iiIiIIiIi 26 IIII • N 6 a 5 a 4 5x6 II 5x6 I I 9--44 $$14-1-12 p-6-Q b4 4 0-11-3049 59-15 I S9 115 10ht9-00-11.3 18.4.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.26 5-6 >639 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.34 5 >494 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:92 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*Except* BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. 2-5:2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 ! be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=562/0-3-8,4=562/0-3-8 Max Horz 6=-141(LC 10) Max Uplift 6=-347(LC 12),4—347(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-577/673,2-3=-577/672,1-6=-451/478,3-4=-451/478 BOT CHORD 5-6=-513/419,4-5=-513/419 WEBS 2-5=-351/235 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-3-0,Exterior(2)7-3-0 to 10-3-0 zone;cantilever left and right exposed;end vertical left and right 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)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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=347,4=347. 1 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev-f0A>3P2015 BEFORE USE. 1111 Design valid for use only with MITek®connectors.this design is hxsed only upon parameters shown,and is for an lndudual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safely Information available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty r Ply 711709942 13468TOA T02 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:44 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-zERj7ouA4KSxP63eC3s3yrfROT3AQm_RNO?x?3ytYW 5 7-3-0 14-6-0 7-3-0 7-3-0 5x6= Scale=1:32.5 2 6.00 12 ;r' 8 g 7 10 4 4x5 i 4x5 N 3 1 41 it M 0 !ej �� J 6 C5 5 0 . 4 3x5 II 4x10= 3x5 11 q-4-tt 7-3-0 6-1012 1 14-1-12 1p r d if 6-10-12 d-4 Plate Offsets(X,Y)-- (1:0-1-12,0-2-0L(3:0-1-12,0-2-01,1-4:0-2-12,0-1-81,(6:0-2-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.12 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.12 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC201411P12007 Matrix-MS Weight:80 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6,3-4:2x6 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (lb/size) 6=562/0-3-8,4=562/0-3-8 Max Horz 6=-159(LC 10) Max Uplift 6=-347(LC 12),4=347(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-577/670,2-3=-577/670,1-6=-499/533,3-4=-499/533 WEBS 2-5=-297/196,1-5=-366/319,3-5=-368/319 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-3-0,Exterior(2)7-3-0 to 10-3-0 zone;cantilever left and right exposed;end vertical left and right 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 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)except(It=lb) 6=347,4=347. 1 MINIM Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE 611-7473 rev.18/03/2015 BEFORE USE. Design valid for use only with Mneke connectors.This design is based only upon parameters shown,and Is for an Individual building component,not �t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdtable horn Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty * Ply T11709943 13468TOA T03 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:45 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-RQ?6KBvorebol 0egmmNI V2Ci_tUc9CvabglUXVytYW4 3-7-7 7.10-15 11-6-8 23-1-0 3-7-7 4-3-8 3-7-9 I 11-6-8 5x8= Scale=1:43.6 9 7x6 i 8 I 10 4 7 re r 11 3 38 6.00 12 o,v-,; 12 �p_ r Ip 32 r r 13 31 14 2 • 37 r r •r 36 33 r 15 39 r 16 r 34 r e4 1718 : 36 0 r r r o ti A i g Irl B B g 9 g . 8 g 29 28 40 27 41 26 25 24 23 22 21 20 19 6x6= 3-7-7I 7-10-15 11-10-15 23-1-0 3-7-7 4-3-8 4-0-0 11-2-1 Plate Offsets(X,Y)— [3:0-1-15,0-0-0],[5:0-2-10,Edge],[5:0-0-14,0-1-12],[9:0-3-3,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 3 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.00 4 n/r 120 BCLL 0.0 ' Rep Stress!nor YES WB 0.44 Horz(TL) 0.01 19 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-S Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):5,30,34 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 23-1-0. (lb)- Max Horz 29=-192(LC 10) Max Uplift All uplift 100 lb or less at joint(s)29,24,23,22,21,27 except 19=-188(LC 11),25=-103(LC 12),20=-164(LC 10),28=-169(LC 12) Max Gray All reactions 250 lb or less at joint(s)29,19,25,24,23,22,21,20 except 27=399(LC 17),28=393(LC 17),26=354(LC 18) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-6=-138/342,6-7=-106/314,7-8=-114/338,8-9=-118/363,9-10=-122/363, 10-11=-110/329,11-12=-116/312,12-13=-88/255 WEBS 25-35.172/257,2-28=-281/358,26-36=-265/11 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;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 11-6-8,Comer(3)11-6-8 to 14-6-8 zone;end vertical 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 requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf 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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)29,24,23,22, 21,27 except(jt=lb)19=188,25=103,20=164,28=169. 11)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. __ 0 WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. @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 possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Crlterla,D58-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,1.3exandfla.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty r Ply T11709944 13468TOA T04 Common 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:47 2017 Page 1 1 D:cOgLW KzrdF9OH EdOaCZuRgzOR1 K-Op7slpw2NFrW GKoDtBPmaTH?4h3wd8Gt3_EbcOytYW 2 5-11-0 11-6-8I 17-2-0 I 23-1-0 5-11-0 5-7-8 5-7-8 5-11-0 6x6= Scale=1:44.6 3 1110 6.00i 11 \p4...1.4 4x5 i 4x5 2 • 10 13 3x4 I I 3x4 I 0 v 5 1 111J P: ti -1 n sr.it 8 14 15 7 ►=A 9 6 6x6= 4x5= 4x5= 4x5= 7-9-8 15-3-8 23-1-0 I7-9.8 I 7-6-0 I 7-9-8 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.23 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9,4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=912/0-5-8,6=912/0-5-8 Max Horz 9=-183(LC 10) Max Uplift 9=-238(LC 12),6=-241(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1090/453,3-4=-1090/460 BOT CHORD 8-9=-286/1014,7-8=-143/750,6-7=-280/964 WEBS 3-7=-113/408,3-8=-118/411,2-9=-1074/316,4-6=-1074/323 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-6-8,Exterior(2) 11-6-8 to 14-6-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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(jt=lb) 9=238,6=241. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 510.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,and Is for an individual building coroporsent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M eV 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 l Quality Criteria,056-89 and BCSI Building Component 6904 Parke East BNd. 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 T11709945 13468TOA T05 Common 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:47 2017 Page 1 ID:cOgLW KzrdF9OHEd0aCZuRgzOR1 K-Op7sIpw2NFrW GKoDtBPmaTH?4h3wdz2t3_EbcOytYW 2 5-11-0 11-6-8 17-2-0 22-11-0 5-11-0 I 5-7-8 5-7-8 I 5-9-0 6x6= Scale=1:44.5 3 I\ 6.00I 11 12 4x5 4x5 2 4 13 10 3x4 II 3x4 II 0 5 1 JL r m a. 4 8 14 15 7 8 9 6 6x6= 4x5= 4x5= 4x5= 7-9-8 15-3-8 22-11-0 7-9-8 7-6-0 I 7-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.14 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.22 8-9 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.97 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-5 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. WEBS 1 Row at midpt 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=905/0-5-8,6=905/0-3-8 Max Horz 9=-182(LC 10) Max Uplift 9=-236(LC 12),6=-239(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1079/450,3-4=-1066/452 BOT CHORD 8-9=-287/1005,7-8=-143!740,6-7=-274/936 WEBS 3-8=-118/413,3-7=-107/389,2-9=-1063/313,4-6=-1067/323 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-6-8,Exterior(2) 11-6-8 to 14-6-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=236,6=239. 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. III Design valid for use only with MITeke connectors.this design is based only upon pxarameters shown,and is for an individual building component.riot a WAS 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 knµsy 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instllute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Oty ‘ Ply T11709946 13468TOA T06 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:48 2017 Page 1 ID:cOgLW KzrdF9OHEdOaCZuRgzOR1 K-s?hEy9xgBZzNuUNPRvx?7hgAp5PAMSSOlez88gytYW 1 5-11-0I 11-6-8 15-7-15 I 17-2-0 20-0-14 5-11-0 5-7-8 4-1-7 1-6-1 2-10-14 6x6= Scale=1:43.7 3 0\ 6.00 111 12 4x5 4x5 4 2 it 2x4 I I 1 5 10 r 3x4 I I 1 dil CT) I um .. Y Y 10-7.7.181 ►t 8 13 14 7 94x5_ 6 6x6= 4x5= 4x5= 5-11-0l 7-9-8 I 11-6-8 I 15-3-8 I 20-0-14 5-11-0 1-10-8 3-9-0 3-9-0 4-9-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.21 7-8 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.83 Horz(TL) 0.03 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=791/0-5-8,6=791/0-9-8 Max Horz 9=-162(LC 10) Max Uplift 9=-200(LC 12),6=-216(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-893/383,3-4=-680/323 BOT CHORD 8-9=-293/856,7-8=-142/562,6-7=-164/473 WEBS 2-9=-879/245,3-8=-125/447,4-6=-860/300 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=oft;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 11-6-8,Exterior(2) 11-6-8 to 14-6-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(It=lb) 9=200,6=216. t, a 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with Mi1ekra connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the buiidang designer must verify the applicability of design parameters and properly Incorporate this design into the overall balding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* ek• Is always required for stability and to prevent collapse with possible personal knKsy 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 Bled. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,Ft.33610 Job Truss Truss Type , Qty i Ply T11709947 13468TOA T07 Monopitch 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:49 2017 Page 1 I D:cOgLW KzrdF9OHEdOaCZuRgZOR1 K-KCFcAVyJvs5EW dxb?cSEfuNMgUpR5OYAW IjhgGytYW 0 5-8-0 11-4-0 5-8-0 I 5-8-0 , Scale=1:39.9 3 2x4 ', r 6.00 12 6 4x5- • 2 1 cc:" 7 4x5- 1 M- r � *:245 �4 6 _ 4 2x4 I I 4x5— 4x5= 5-8-0 11-4-0 5-8-0 I 5-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 6=442/0-5-8,4=442/0-3-8 Max Horz 6=270(LC 12) Max Uplift 6=-29(LC 12),4=203(LC 12) Max Gray 6=442(LC 1),4=444(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-464/32,1-6=-392/113 BOT CHORD 5-6=-318/210,4-5=-220/365 WEBS 2-4=-445/268,1-5=0/302 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-2-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except Qt=lb) 4=203. 4 ) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. mi Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members 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'MSS systems,seeANS1/1P11 Gualily 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 Job Truss Truss Type I Qty , Ply T11709948 13468TOA T08 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:50 2017 Page 1 I D:cOgLW KzrdF90HEd0aCZuRgz0R 1 K-oOo_NryxdAD47nW oZKzTC6vS5u8AgYDJIySFCjytYW? 11-4-0 11-4-0 9 1 r Scale=1:36.8 12 P 8 6. 00 7 6 5 4• . 21 3 4x5 I I 2 1 ��w w w Mill ■ w r�r�r�r.rt 20 19 18 17 16 15 14 13 12 11 4x5= I LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) (/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.11 Horz(TL) -0.00 11 rVa n/a BCDL 10.0 Code FBC2014/TP12007 I Matrix-B 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-4-0. (Ib)- Max Horz 20=258(LC 12) Max Uplift All uplift 100 lb or less at joint(s)20,11,17,16,15,14,13,12 except 19=333(LC 12) Max Gray All reactions 250 lb or less at joint(s)11,19,18,17,16,15,14,13,12 except 20=338(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-376/108,1-2=-537/172,2-3=-380/119,3-4=-350/107,4-5=-298/89 WEBS 2-19=-148/379 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=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 11-2-4 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)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. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,11,17,16,15, 14,13,12 except(1t=lb)19=333. 1 I im. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek,b 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 appiicatrity 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 ordy. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPIt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type % Qty 4 Ply T11709949 1346870A TO9 Common 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:51 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-GaMNbBzZQULxlx5_61 UikJShmIP5ZvDT_bCol9ytYW_ I 4-3-4 8-6-8 I 12-9-12 I 17-1-0 I 4-3-4 4-3-4 4-3.4 4-3-4 5x6= Scale=1:37.3 3 6.00 12 ,�, 10 1t 4x5 i 4x5 2 4 9 �� l' 12 46 2x4 II 2x4 II 5 1 i y� P MOM Y .- CR imi ICA 7 0.M4 84x5= 6 7x10= 4x5= 8-6-8 17-1-0 I 8-6-8 8-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.26 7-8 >784 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 1Matrix-MS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 8=672/0-5-8,6=672/0-5-8 Max Horz 8=-161(LC 10) Max Uplift 8=-176(LC 12),6=-176(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-670/287,3-4=-670/287 BOT CHORD 7-8=-254/618,6-7=-243/615 WEBS 3-7=-88/354,2-8=-711/281,4-6=-711/280 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-6-8,Exterior(2)8-6-8 to 11-6-8 zone;end vertical left and 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.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)except Qt=lb) 8=176,6=176. 1 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 99NTEK REFERANCE PAGE 991-7473 rev.10/13/2015 BEFORE USE. pa Design valid for use only with MiTek®connectors.Ibis design Is based only upon parameters shown,and Is for an Individual brAding 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 buNding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexadria.VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty r Ply TI1709950 13468TOA T10 GABLE 1 '. 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:53 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-CzU7?t?py5bf_FFNESWAgkX5N6Fg1 uUlRvhvo2ytYVy 8-6-8 17-1-0 8-6-8 I 8-6-8 5x6= Scale=1:35.4 8 7 '11111119 6.00 12 296 1030 5ill III r it 4 � V 12 3 r V 13 PI V 14 12 15 PI r'r w g'� w w w Iwl w w w �, r- B=�r�r�rt�r�r ���mrtiiiiiiiiiiiiiiiiii�rii�rtiiiiiiiiiiiiiii�r�r� 4 28 27 26 25 24 23 22 21 20 19 18 17 16 4x5= 6x6= 4x5= I 17-1-0 I 17-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) ria - rite 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 16 Na n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-R Weight:110 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-1-0. (lb)- Max Horz 28=-143(LC 10) Max Uplift All uplift 100 lb or less at joint(s)28,16,23,24,25,26,27,21,20,19,18,17 Max Gray All reactions 250 lb or less at joint(s)28,16,22,23,24,25,26,27,21,20,19,18,17 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-85/263,7-8=-98/297,8-9=-98/289,9-10=-85/255 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=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-2-8,Exterior(2)3-2-8 to 8-6-8,Comer(3)8-6-8 to 11-6-8 zone;end vertical 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 requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf 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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28,16,23,24, 25,26,27,21,20,19,18,17. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MiTeker 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 appiicablity 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 wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty • Ply T11709951 13468TOA T11 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:57 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-5kjerE2KOK55TsZ8TIb6_aic6jRmzYLLMXf7xpytYVu 7-9-8 14-5-8 22-5-8 29-3-10 44-11-0 7-9-8 I 6-8-0 i 8-0-0 I 6-10-2 1 15-7-6 5x6= Scale=1:82.2 6.00 I12 16 17 18 n 144 15 19 20 415 6x813 _ 21 89 12 22 11 23 10 24 6x8 i ,3•r a} / pp: 6x886 7 3r8 II ` 27 61 / 4x'0 ! '� 28 • 4/ 29 /` 4r10 1• 30 �75 .%74 3r8 1l 80 ! 3x8 II 31 903 ` 72 \: hit322bce �, 4713x8 II 5 ,) :/ 4r10 I II 33 :77 7: 7- 2x8 `/0 • I I \ 3x8 I I rn �M.. /r 34 a .. �l ! - 4.'0 I Iiiii ! Io, C- .. .. 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 44 43 42 41 40 ♦39 38 37 36 35 10x12 i 4x5= 6x6= 4x10= 6x6= 45 3x5 H 3x8 II 12 7-9-81 14-5-8 I 19-2-4 I 22-5-8 I 29-3-10 I 32-5-11 I 40-8-13 44-11-0 0-6-12 7-2-12 6-8-0 4-8-12 3-3-4 6-10-2 3-2-1 8-3-2 4-2-3 Plate Offsets(X,Y)-- 135:0-4-8,0-1-81,[64:0-5-12,Edge1,164:0-3-4,0-1-10] 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) 0.27 55-56 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.37 55-56 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.07 45 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:493 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. 1-64:2x8 SP No.2,34-35:2x6 SP No.2,1-63:2x4 SP No.2 WEBS 1 Row at midpt 17-52,22-47 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):66,68,72,76,78,79,80,81,82,84 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-6-10 except(jt=length)64=0-3-8,45=0-3-8. (lb)- Max Horz 64=-336(LC 10) Max Uplift All uplift 100 lb or less at joint(s)43 except 64=848(LC 12), 42=-485(LC 12),44=-330(LC 1),41=-127(LC 12),40=227(LC 22),39=-222(LC 13),45=-366(LC 12) Max Gray All reactions 250 lb or less at joint(s)44,43,40 except 64=1348(LC 1), 42=1070(LC 1),41=300(LC 1),39=582(LC 22),45=597(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2210/1898,2-3=-2106/1871,3-4=-2113/1917,4-5=-2099/1940,5-6=-1978/1873, 6-7=-1786/1621,7-8=-1671/1569,8-9=-1670/1594,9-10=-1665/1620,10-11=-1603/1593, 11-12=-1127/1145,12-13=-1038/1091,13-14=-1037/1121,14-15=-1018/1133, 15-16=-1015/1159,16-17=-962/1133,17-18=-965/1124,18-19=-1015/1141, 19-20=-1020/1110,20-21=-1038/1097,21-22=-1068/1088,22-23=-728/844, 23-24=-779/859,24-25=-731/795,25-26=-761/786,26-27=-708/716,28-29=-135/298, 30-31=-225/318,31-32=-253/297,32-33=-265/273,33-34=-278/253,1-64=-1264/1099 BOT CHORD 63-64=-688/780,62-63=-1562/1871,61-62=-1562/1871,60-61=-1562/1871, 59-60=-1562/1871,58-59=-1562/1871,57-58.1153/1467,56-57.1153/1467, 55-56=-1153/1467,54-55=-1153/1467,53-54=-1153/1467,52-53=-1153/1467, 51-52=-456/669,50-51=-456/669,49-50=-456/669,48-49=-456/669,47-48=-456/669, 41-42=-230/265,40-41=-230/265,39-40=-230/265,38-39=-230/265,37-38=-230/265, 36-37=-230/265,35-36=-230/265 WEBS 11-58=-455/428,11-69=-829/816,68-69=-763/751,67-68=-790/777,66-67=-804/793, 65-66=-843/843,52-65=-788/767,17-52=-672/521,52-79=-276/426,79-80=-195/362, 80-81=-240/392,81-82=-258/398,22-82=-256/401,22-47=-622/440,6-74=-506/544, 73-74=-442/474,72-73=-474/506,70-72=-492/522,70-71=-394/422,58-71=462/502, 47-83=-910/1158,83-84=-884/1140,84-85=-826/1062,85-86=-854/1101, 27-86=-880/1133,27-42=-1068/821,1-78=-909/1135,77-78=-913/1139,76-77=-909/1135, 75-76=-908/1133,63-75=-921/1150,46-84=-305/230,30-39=-284/284 Continued on nage 2 N 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2016 BEFORE USE. mat Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall MiTek. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI Tek 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,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty r Ply T11709951 13468TOA T11 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:58 2017 Page 2 I D:Gf5xl Fg51X38jgdnZ3196cz5nD U-ZwH 03a3ynd Dy508K1?6LXoEns7n?i?bUbBOgTFytYVt NOTES- 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)0-3-10 to 4-9-8,Interior(1)4-9-8 to 22-5-8,Exterior(2)22-5-8 to 26-11-6 zone;cantilever left and right exposed;end vertical left and right exposed;porch left 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)43 except(jt=lb)64=848,42=485,44=330,41=127, 40=227,39=222,45=366. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 t ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPI l Quality Criteria,DSS-89 and(SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty , Ply T11709952 13468TOA T12 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:29:59 2017 Page 1 I D:Gf5xIFg51X38jgdnZ3196cz5nDU-17rOGw3aYxLpiAi W ajda3?n?HW 8cROaepr8D0hytYVs I 7-4-5 1 14-5-1 I 21-5-14 123.5-2 I 30-6-14 I 36-5-8 I 42-4-2 i 44-11-0 7-4-5 7-0-13 7-0-13 1-11-4 7-1-12 5-10-10 5-10-10 2-6-14 Scale=1:86.6 2x4 II 3x6= 3x6= 4 5 6 6.00 j. 4x5 4x5 i 3 AIOPIP 4I;Ø11i(i 3 12 11 3x5 II 4x5= 6x6= 7x10= 6x6= 4x5= 4x5= 2x4 I I 44-114 0-�-�22 7-4-5 1 1/-51 1 21-5-14 123-5-21 30-6-1,4 36-5-8 I 42-4-2 42r8-0 Oil--6-- 6-9-9 7-0.13 7-0-13 1-11 4 7-1-12 5-10-10 5-10-10 43-44 2-3-0 Plate Offsets(X,Y)-- (1:0-1-12,0-2-01,14:0-3-0,0-2-01,16:0-3-0,0-2-01,[18:0-3-0,0-2-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0.63 Vert(LL) 0.18 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.29 15-16 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:288 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 5-3-8 oc bracing. 1-18:2x8 SP No.2 WEBS 1 Row at midpt 2-16,3-15,5-15 OTHERS 2x4 SP No.3 Web Brace:Length(member) 5-9-10(7-14); T-Brace: 2x4 SP No.3-7-15 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131°x3°)nails,6in o.c-,with Sin minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1133/0-3-8,14=1964/0-7-12,12=461/0-7-12 Max Horz 18=-342(LC 10) Max Uplift 18=-687(LC 12),14=-1097(LC 12),12=12(LC 12) Max Gray 18=1133(LC 1),14=1964(LC 1),12=549(LC 22) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1643/1415,2-3=-1260/1157,3-4=-651/706,4-5=-488/688,5-6=-488/688, 6-7=-652/697,7-8=-239/396,8-9=-261/166,1-18=-1063/913 BOT CHORD 17-18=-338/408,16-17=-1167/1390,15-16=-812/1037,14-15=-282/436,13-14=-125/321 WEBS 2-16=-418/471,3-16=-527/472,3-15=-800/830,5-15=-267/164,7-15=-918/1038, 7-14=-1542/1278,8-14=-410/216,1-17=-933/1187,9-12=-442/89,9-13=-122/250 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)and C-C Exterior(2)0-3-10 to 4-9-8,Interior(1)4-9-8 to 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)29-9-6 to 44-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except(jt=lb) 18=687,14=1097. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lot 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 binding 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 property damage. For general guldartce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandda.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty , Ply T11709953 13468TOA T13 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:00 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-VJ PmTG4CJ FTgKKHj8Q8pcD K6V WVjAv7n2VtnY8ytYVr 7-4-5 14-5.1 21-5-14 23-5-2 30-5-15 36-6-6 44-11-0 7-4-5 7-0-13 7-0-13 11-11-41 7-0-13 6-0-7 8-4-10 Scale=1:79.7 3x6=2x4 I I 3x6= 4 5 6 6.0012 4x5 4x5 7 18 19 3 7x10 6x8 i 4 8 , \ 2,, k �� 17 ft 20 5x6 4x6 i 9 1 •1 e-, .. _ L 1N 16 15 14 21 13 22 12 11 10 3x5 I I 4x5= 6x6= 7x10= 5x6= 6x8= 0-B-12 7-4-5 1 14-5-1 I 21-5-14 123-5-21 28-2-12 I 36-6-6 I 44-11-0 0-6-12 6-9-9 7-0-13 7-0-13 1-11-4 4-9-10 8-3-10 8-4-10 Plate Offsets(X,Y)-- [1:0-1-12,0-2-0],[4:0-3-0,0-2-01,[6:0-3-0,0-2-0],[9:Edge,0-2-41,[11:0-3-4,0-3-01,[12:0-3-0,0-3-0],[16:0-3-0,0-2-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.19 13-14 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.32 13-14 >999 180 BCLL 0.0 ' Rep Stress Ince YES WB 0.73 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:300 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. 1-16:2x8 SP No.2 WEBS 1 Row at midpt 2-14,3-13,5-13,7-13,7-12 OTHERS 2x4 SP No.3 Web Brace:Length(member) 7-5-1 (8-12);5-11-12(9-11); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1005/0-3-8,12=2069/0-5-8,10=483/0-5-8 Max Horz 16—342(LC 10) Max Uplift 16=-620(LC 12),12=-1042(LC 12),10=-62(LC 12) Max Gray 16=1010(LC 21),12=2069(LC 1),10=529(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1428/1249,2-3=-1024/975,3-4=-395/506,4-5=-254/512,5-6=-254/512, 6-7=-350/529,7-8=-175/427,8-9=-576/29,1-16=-941/818,9-10=-455/132 BOT CHORD 15-16=-338/406,14-15=-1029/1197,13-14=-661/828,12-13=-329/439,11-12=0/424 WEBS 2-14=-438/484,3-14=-544/496,3-13=-819/856,7-13=-873/1021,7-12=-1535/1243, 8-12=-778/359,8-11=0/361,1-15=-785/995 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;MW FRS(directional)and C-C Exterior(2)0-3-10 to 4-9-8,Interior(1)4-9-8 to 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)29-9-6 to 44-9-4 zone;cantilever left exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 16=620,12=1042. 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imiii Design valid for use only with Mneke connectors.Ills design k based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer muss verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Instttuie,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty r Ply T11709954 13468TOA T14 Hip 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:02 2017 Page 1 I D:GfSxl Fg5IX38jgdnZ3196cz5nDU-SiXXuy6SrskNZd R5GrBHheP W QkAFem24 W pM udOytYVp 7-4-5 [ 14-5-1 23-5-2 I 30-5-8 I 35-4-8 42-5-8 144-11-0I 7-4-5 7-0-13 9-0-1 7-0-6 4-11-0 7-1-0 2-5-8 Scale=1:93.7 2x4 I I 3x6= 3x6= Fly 4 5 6 6.00 A 4x5 4x5 3 P4 25 6x8 6x8.* 6 0 , 2 23 26 4x5 . \ / /#7 4x6 i AlObillillillil'.........„............"."... 9 4x5 1 . 10 ( !: ._ 115 13.•.�ii IN I% ..: 14 d 22 21 20 27 19 28 1Itx8 117 12 11 3x5 I I 4x5= 6x6= 4x10= 3x5 11 3x4 II ate' 3x8 2x4= 4x5= 2x4 II 0-612 7-4-5 1 14-5-1 I 21-5-14 g3 5-2 28-2-12 ;30-5-8 35-4-8 42-5-8 144-11-01 0-9-'12 6-9-9 7-0-13 7-0-13 1-11-4 4-9-10 2-2-12 4-11-0 7-1-0 2-5-8 Plate Offsets(X,Y)-- [1:0-1-12,0-2-01,[4:0-3-0,0-2-01,[6:0-3-0,0-2-01,19:0-1-8,0-2-01,[12:0-2.4,0-2-01,[13:0-3-8,0-1-81,118:0-3-0,0-1-81,[22:0-3-0,0-2-141 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.19 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.32 19-20 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.95 Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:288 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 15-17:2x4 SP No.3,9-12:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 2-20,3-19,5-19,7-19,7-18,8-16 1-22:2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 22=1013/0-3-8,11=497/0-5-8,18=2047/0-5-8 Max Horz 22=-342(LC 10) Max Uplift 22=-666(LC 12),11.139(LC 12),18=-918(LC 12) Max Gray 22=1022(LC 21),11=536(LC 18),18=2047(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1448/1346,2-3=-1046/1085,3-4=-419/620,4-5=-279/607,5-6=-279/607, 6-7=-363/624,7-8=0/401,8-9=-501/153,9-10=-592/199,1-22=-952/874, 10-11=-523/189 BOT CHORD 21-22=-339/405,20-21=-1103/1215,19-20=-744/848,18-19=-292/273,17-18=-268/196, 15-16=-156/550,14-15=0/348,13-14=-354/907 WEBS 2-20=-437/471,3-20=-538/494,3-19=-816/849,5-19=-268/34,7-19=-772/1023, 16-18=-1923/1239,7-16=-1502/1088,8-16=-725/287,8-14=0/361,9-14=-590/391, 10-12=-174/517,1-21=-869/1013 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5,0psf;BCDL=5.0psf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-10 to 4-9-8,Interior(1)4-9-8 to 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)29-9-6 to 44-9-4 zone;cantilever left exposed;end vertical left and right 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 20.0psf 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 Qt=1b) 22=666,11=139,18=918. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AA-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall • building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPi1 Quality Criteria,059-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r City 4 Ply T11709955 13468TOA T15 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:03 2017 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-wu5v6175cAsEBnOIpYiW Eryi88XONECEkT6R9TytYVo 30-5-8 I 5-6-4 1 10.9-0 1 16-0-6 1 21-5-14 123-5-21 26.6-0 �8-1-12 I 35-4-8 I 42-5-8 144-11-0I 5-6-4 5-2-12 5-9-6 1-11-8 12191-15-42i 3-0-14 II 7-1j 2.3.12 4-11-0 7-1-0 2-5-8 2x4 II Scale=1:104.8 3x6= 6.00 12 3x6= 5 6 7 6x8*2,0/8 - 31 i 81� 3 9 4 292 32 ` 10 1 11 '� 25 22 21 �q�� T 9 i -it 5x12= 2433 23 34 -ice 116 10';% jN lN 6x6= 4x10= . 15 28 27 26 20 19 18 13 12 3x5 II 4x10= 2x4 II 3x4 II 2x4 II 3x8=2x4 II 3x4 II 5x/Pcj= 2x4 I I 2x4= 30-5-8 1 ss4 I 10-9-0 1 1655- i 21-5-11 Iz3 5 21 2650 88 1-1 1 35-4 6 1 42•5e 141-11-01 544 5-2-12 5.9.6 1-11-8 1 11-4 3.0-11 '1 7-1 2-3-12 4-11-0 7-1-0 238 Plate Offsets(X,Y)— [5:0-3-0,0-2-01,[7:0-3-0,0-2-01,110:0-1-8,0-2-01,113:0-2-4,0-2.01.[14:0-3-8,0-1-81,[25:0-6-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.09 25 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.23 24-25 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.90 Horz(TL) 0.05 12 n/a n/a BCDL 10.0 Code FBC2014/1PI2007 Matrix-MS Weight:300 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing-directly applied or 4-1-10 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-26,20-22,16-18:2x4 SP No.3,10-13:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-23,6-23,8-21,9-17 JOINTS 1 Brace at Jt(s):21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 28=1042/0-5-8,12=534/0-5-8,19=1993/0-3-8 Max Horz 28=-340(LC 10) Max Uplift 28=311(LC 12),12=203(LC 12),19=-423(LC 12) Max Gray 28=1042(LC 1),12=572(LC 22),19=1993(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1504/571,2-3=-1906/708,3-4=-1125/542,4-5=-471/429,5-6=-393/419, 6-7=-393/419,7-8=-470/419,8-9=-32/408,9-10=-595/297,10-11=-628/286, 1-28=-986/428,11-12=-559/264 BOT CHORD 27-28=-282/409,3-25=-105/569,24-25=-489/1842,23-24=-228/1095,16-17=-12/413, 15-16=-118/442,14-15=464/977 WEBS 2-27=-666/287,25-27=-430/1513,2-25=-84/434,3-24=-909/324,4-24=-129/732, 4-23=-1021/428,8-23=-169/1090,17-19=-1816/598,17-21=-1453/424,8-21=-1417/431, 9-17=-749/320,9-15=0/385,10-15=-569/351,1-27=-359/1163,11-13=-255/564 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=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)29-9-6 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 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 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jtdb) 28=311,12=203,19=423. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10N3P2015 BEFORE USE. mg Design valid for use only with MITek5/connectors.This design is i srsed only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the(ipplicobllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gtrdance regarding the ISI fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/IPI I Quality Criteria,056-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Oty , Ply i T11709956 13468T0A T16 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:05 2017 Page 1 ID:Gf5xl Fg5IX38jgdnZ3196cz5nDU-sHCfXz8L7n6yQ5Agxzk_JG11 cxCxr8wW CnbYDLytYVm 1 2-5-7 6-5-7 1 8-9-6 10-9-0 16-6-6 1 21-5-14 123-5-2� 26-6-0 $8-1-1?30-5-8 1 35- 4-8 42-5-8 144-11-01 2-5-7 4-0-1 2-3-15 1-11-1d 5-9-6 4-11-8 1-11-4 3-0-14 7-1 2-3-12 4-11-0 7-1-0 2-5-8 Scale=1:85.4 3x6= 3x6= 6.00 12 6 7 8 ai 4x5% 4x5 5 37 6x8 i 6x8 4 t0 9 4x5 i ® 1s 3 4 35 ` 4x5 4x5 i 2 11 4x5 1 3 � ' 12 26 23 22 �� o �� 5X12= 2539 24 -G f!4 IN IN ,.M71‘....!._- 6x6= 4x10= -X17 io - - -� axe__ 31 .. i 6 :: 34 33 4x10- 28 27 21 20 19 4x5- 14 13 3x5 I I 4x5= 3x4 i I 3x8= 3x4 11 5x8 11 4x5_ 1 2-5-7 1 6-5-7 1 8-9-6 110-9-0 16-6-6 1 21-5-14 123-5-21 26-6-0 8-1-130,5-81 35-4-8 I 42-5-8 44-11-01 2-5-7 4-0-1 2-3-15 1-11-td 5-9-6 4-11-8 1-11- 4 3-0.14 1-7-12 2-3-12 4-11-0 7-1-0 2-5-8 Plate Offsets(X,Y)-- [2:0-1-12,0-2-01,[6:0-3-0,0-2-01,[8:0-3-0,0-2-0],[11:0-1-8,0-2-01,[14:0-2-4,0-2-01[15:0-3-8,0-1-81,[26:0-6-0,0-3-41,[32:0-3-4,0-1-81,[33:0-2-4,0-2-01 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) 0.09 26 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.24 25-26 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) 0.08 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:305 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 2-33,11-14:2x6 SP No.2,28-30,4-27,21-23,17-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-24,7-24,9-22,10-18 JOINTS 1 Brace at Jt(s):22 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 34=1039/0-5-8,13=528/0-5-8,20=2003/0-3-8 Max Horz 34=-340(LC 10) Max Uplift 34=-310(LC 12),13=-202(LC 12),20=-425(LC 12) Max Gray 34=1039(LC 1),13=569(LC 22),20=2003(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1165/457,2-3=-1711/650,3-4=-1863/703,4-5=-1114/539,5-6=-462/426, 6-7=-387/417,7-8=-387/417,8-9=-461/416,9-10=-35/427,10-11=-589/294, 11-12=-625/284,1-34=-1034/418,12-13=-556/261 BOT CHORD 33-34=-309/348,32-33=-391/172,2-32=360/193,31-32=557/1853,4-26=-111/572, 25-26=-482/1820,24-25=-225/1084,17-18=-11/404,16-17=-114/436,15.16=-460/972 WEBS 4-25=-895/321,5-25=-129/730,5-24=-1022/429,9-24=-172/1100,18-20=-1824/601, 18-22=-1463/427,9-22.1428/434,10-16=0/385,11-16=-570/352,1-33=-398/1041, 12-14=-252/561,10-18=-749/321,3-31=-391/173,26-31=469/1684 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=25ff;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)29-9-6 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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,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) 34=310,13=202,20=425. � 1 IA- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon paraneters 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. Racing 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/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infomsatton avcilable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty f Ply T11709957 13466TOA T17 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:07 2017 Page 1 I D:GfSxlFg51X38jgdnZ3196cz5nDU-ofKQxfAbfOMggPK32OmSOh6PsIteJ2Gpf54elEytYVk 1 2-5-7 I 6-5-7 18-9-6110-9-0 16-6-6 I 21-5-14 3-5-21 26-6-0 1-1 32-6-8 I 38-7-0 I 44-11-0 I 2-5-7 4-0-1 2-3-151-11-1d 5-9-6 4-11-8 4-11-4 3-0-141-7-12 4-4-12 6-0-8 6-4-0 Scale:1/8'=1' 2x4 I I 3x6= 3x6= 6.00 12 6 7 8 /,_ 6 9 6x8 31 32 6x8 10 4 �/ 0 311 30 2 4 II F --21 18 17 Ahhih3x12 r._ �" p.. �� 5X12- 2034 19 35 1N1N _: O O 6x6= 4x10= ... 29 28 23 22 16 15 36 37 14 13 3x5 I 13x8= 4x10= 2x4= 2x4 I I 7x6 2x4 I I 2x4= 2x4= 2x4 II 1 2-5-7 1 6-5-7 1 8-9-6 110-9-0 16-6-6 I 21-5-14 3-5-21 26-6-0 2,8 -1-1 36-4-10 44-11-0 2-5-7 4-0-1 2-3-151-11-1d 5-9-6 4-11-8 4-11 -0 3-0-14 1-7-12 8-2-14 8-6-6 Plate Offsets(X,Y)- [2:0-1-12,0-2-01,[6:0-3-0,0-2-01,[8:0-3-0,0-2-01,[21:0-6-0,0-3-41,[27:034,0-1-8],[28:0-2-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.14 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.27 13-14 >731 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.05 13 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:304 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 2-28:2x6 SP No.2,23-25,4-22,16-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-19,7-19,9-17,10-15 JOINTS 1 Brace at Jt(s):17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 29=1076/0-5-8,15=1904/0-3-8,13=590/0-5-8 Max Horz 29=-340(LC 10) Max Uplift 29=-334(LC 12),15=-360(LC 12),13=242(LC 12) Max Gray 29=1076(LC 1),15=1988(LC 17),13=654(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1208/486,2-3=-1786/701,3-4=-1958/773,4-5=-1208/603,5-6=-553/487, 6-7=-464/473,7-8=-464/473,8-9=-546/477,9-10=-106/313,10-11=-709/418, 11-12=-269/174,1-29=-1072/443,12-13=-258/202 BOT CHORD 28-29=-308/349,27-28=406/183,2-27=-376/203,26-27=-598/1905,4-21=-118/581, 20-21=-548/1905,19-20=-284/1161,13-14=-280/647 WEBS 4-20=-905/329,5-20=-133/739,5-19=-1025/428,9-19=-120/1011,15-17=-1272/323, 9-17=-1275/321,11-14.301/252,1-28=-425/1080,11-13=-599/257,10-15=-618/267, 10-14=-142/562,3-26=-414/191,21-26=-517/1745 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=45ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)29-9-6 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 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 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 29=334,15=360,13=242. V WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. NI 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 buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Afexandrla,VA 22314. Tampa,FL 33610 ,Job Truss Truss Type • Qty r Ply 111709958 I13468TOA Tib Hip 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:09 2017 Page 1 1 D:Gf5xl Fg51X38jgdnZ3196cz5n D U-k2SAMLBrBOcOviTRAppwT6CI LYY5nww67PZIM6ytYVi I 2-5-7 i 65-7 I 8-9-6 110-9-0 112-9-9 I 16-6-6 I 21-5-14 123-5-2$4-5- 2660 26-1-121 32-6-8 i 38-7-0 I 44-11-0 2-5-7 4-0-1 2-3-15 111-10 2-0-9 3-8-13 4-11-8 1-11-4 -0- 2-0-7 1-712 4-4-12 6-0-8 6-4-0 Scale=1:83.2 3x6= 3x6= 6.00 7 6 7 8 4x5 , a 4x5 9 37 38 6x8 i13 6x8 10 4 R 4x5-.>" 4x5 11 4x5% 36 4x5 i 2 , " 3x4 II 1 4 24-44g9 7 \12 0 7 - 6 263x4 I 2340 22 20 Orr iso .. R 31C r..n126x6 ° 4,rtO= (4,_2 LN a o __ 32 0 3x4 IS 35 34 4x10- 29 28 3x4= 16 15 44 14 13 3x5 II 4x5= 3x4 II 6x6= 4x5= 4x5= 1 2-5-7 I 65-7 I 8-93 1 10-9-0 112,9-9 I 16-66 i 213-14 123-5-2$4-5-9266-0 128-1-121 36-4-10 1 44-11-0 23.7 4-01 2-3-15 111-10 2-0-9 3-8-13 4-113 1-11-4 l-0- 2-0-7 1.712 8-2-14 833 Plate Offsets(X,Y)-- 12:0-1-12,0-2-01,16:0-3-0,0-2-01,18:0-3-0,0-2-01,121:0-2-0,0-0-81,125:0-6-0,0-3-81,133:0-3-4,0-1-81,134:0-2-4,0-2-01 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 0.40 Vert(LL) -0.14 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.28 13-14 >722 180 BCLL 0.0 * Rep Stress!nor YES WB 0.94 Horz(TL) 0.06 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:309 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 2-34:2x6 SP No.2,29-31,4-28,24-26,20-21,16-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-22,9-17,10-15,5-22 JOINTS 1 Brace at Jt(s):17 1 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (Ib/size) 35=1055/0-5-8,13=555/0-5-8,15=1960/0-3-8 Max Horz 35=-340(LC 10) Max Uplift 35=327(LC 12),13=-229(LC 12),15=-381(LC 12) Max Gray 35=1055(LC 1),13=624(LC 18),15=2058(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1183/477,2-3=-1742/683,3-4=-2239/835,4-5=-1268/606,5-6=-531/461, 6-7=-439/449,7-8=-439/449,8-9=-524/453,9-10=-83/338,10-11=-653/389, 11-12=-268/174,1-35=-1051/435,12-13=-258/202 BOT CHORD 34-35=-308/349,33-34=-398/179,2-33=366/199,32-33=-584/1869,30-31=-101/250, 4-25=-143/701,26-27=-95/270,24-25=507/1871,23-24=-603/2141,22-23=-292/1220, 19-20=-278/142,13-14=-257/601 WEBS 9-22=-119/1022,10-14=-1421564,11-14=-307/256,1-34=-416/1058,11-13.544/233, 15-17.1287/323,9-17=-1277/320,10-15=619/267,3-32=-632/250,25-32=-489/1699, 3-25=-104/474,5-22=-1087/448,5-23=-1441790,4-23-1063/362 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;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)29-9-6 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 35=327,13=229,15=381. 1 __ 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEE REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Individual br4ding 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 Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty , Ply TI1709959 13468TOA T19 Hip 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:11 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-hQaxnl D6jds680dgHErOYXH5rMEgFp6Paj2sR?ytYVg 24-5-9 I 5-6-4 I 10.9-0 1122.0-9-891 166-6 1 21-5-14 121_34:42, ,26-60 6-1-12 32-6-8 38-7-0 I 44-11-0 5-6-4 5-2-12 8.16:136 -8-13 4-11-8 -0- 2-0-7 h 7-121 4-4-12 6-0-8 6-4-0 Scale:1/8'=1' 2x4 II 3x6= 3x6= 6.00 rir 5 6 7 4x5-.:0000000,000"" e 4x5 4 8 6x8 i 31 - 32 6x8 3 ,.....,•00:1./'' 8 q 4x5 i 4x5 10 30 233 4x5 7....„... �"�s��' 3x4 11 X 123 201 :" 11 2234 21 j I; `fir'- / N 25 6x6= 4x10= 19 n� — tN jN 2x4= 2x4= 29 28 27 2x4= 15 14 37 38 13 12 3x5 1, 4x10= 2x4 11 3x4 11 = 3x4 11 4x5= 6x6= 4x5= 5x12= 3x4= 2x4 I I 3x4 I I 24-5-9 �8- 1 55-1-44 s 4 I 1690 112 9-0 1 3_1641 1 21-5 14 123 5 21 � i-1 36-4-10 -z 14 I 44-11-0 5-64 15?-92-1- 2-0-9 3-8-13 4-11-8 11141-0- 2.47 Plate Offsets(X,Y)-- [5:0-3-0,0-2-0],[7:0-3-0,0-2-0],[20:0-2-0,0-0-81,[24:0-6-0,0-3-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.14 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.28 12-13 >723 180 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(TL) 0.04 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight 304 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 3-27,23-25,19-20,15-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-21,8-16,4-21,9-14 JOINTS 1 Brace at Jt(s):16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 29=1056/0-5-8,12=558/0-5-8,14=1956/0-3-8 Max Horz 29=340(LC 11) Max Uplift 29=-327(LC 12),12=-2300:C 12),14=-380(LC 12) Max Gray 29=1056(LC 1),12=624(LC 18),14=2052(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1524/595,2-3=-2291/846,3-4=-1271/607,4-5=-535/462,5-6=-442/450, 6-7=442/450,7-8=-528/455,8-9=-80/330,9-10=-654/391,10-11=-268/174, 1-29=-999/443,11-12=-258/202 BOT CHORD 28-29=-282/409,3-24=-143/709,23-24.534/1935,22-23-612/2164,21-22=292/1224, 18-19=-272/140,12-13=-258/602 WEBS 2-28=-834/348,24-28=454/1535,2-24=-190/761,8-21=-119/1020,9-13=-142/564, 10-13=-307/255,1-28=-380/1181,10-12=544/234,14-16=-1285/323,8-16=-1275/320, 4-21.1084/447,4-22=-144/789,3-22=-1086/372,9-14-619/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=45ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-7-10,Interior(1)4-7-10 to 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)29-9-6 to 44-9-4 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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=1b) 29=327,12=230,14=380. 9 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mb-7473 rev.1063/2015 BEFORE USE. - • Design valid for use only with MiTek®connectors.This design Is based oNy 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 possble personal i nkay 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 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 T11709960 13468TOA T20 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:13 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-dphhCi EMFE6gOKnDPftseyMQGAy5jkri 11 XzVtytYVe 1 5-6-4 10-9-0 112-9-9 I y 16-6-6 I 21-5-14 23-5-2$4-5-9 26-6-0 128-3-8 5-6-4 5 -2-12 2-0-9 3-8-13 4-11-8 '1-11-4 0- 2-0-7 1-9-8 3x6= Scale=1:69.7 3x6= 12 5 6 7 27 6.00 4x5-:':- 11111141144%,44444444:5 26 4! ;. 6x8-2- 3 3 c •i 4x5 i co N 2 d, 25 ixii' LA 4x5 • •s9 a .i i t5olmarl 1 ..b 3x4 II 17 28 16 1;IT iiimm2N"."412—esgamm... m o X6x6 = 4x10= 14r' N 12 — 24 23 22 10 9 3x5 I I 4x10= 5-6-4 10-9-0 1 12-9-9 1 16 -6-6 l 21-5-14 23-5-2$4-5- 26-6.0 128-3-8, 5-6-4 5-2-12 2-0-9 3-8-13 4-11-8 1-11-4 y 0- 2-0-7 1-9-8 Plate Offsets(X,Y)-- 15:0-3-0,0-2-01,(7:0-3-0,0-2-01,119:0-6-0,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (doe) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.12 19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 17-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.18 9 rVa n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-22,18-20,14-15,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9,4-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 24=1120/0-5-8,9=1120/0-3-8 Max Horz 24=371(LC 12) Max Uplift 24=-231(LC 12),9=-356(LC 12) Max Gray 24=1120(LC 1),9=1217(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1630/401,2-3=-2471/809,3-4=-1464/488,4-5=-710/319,5-6=-571/324, 6-7=-571/324,7-8=-702/313,1-24=-1062/324,9-11=-1160/444,8-11=-1067/458 BOT CHORD 23-24=-433/291,3-19=-227/705,18-19=-811/1995,17-18=-913/2219,16-17=-524/1294 WEBS 2-23=-853/426,19-23=-662/1532,2-19=-307/818,6-16=-25/290,1-23=-232/1273, 8-16=-337/898,4-16=-1032/442,4-17=-184/759,3-17=-1068/456 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=28tt;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 21-5-14,Exterior(2) 21-5-14 to 23-5-2,Interior(1)27-8-1 to 28-1-12 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 24=231,9=356. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE 111/-7473 rev.111213/1015 BEFORE USE lin Design valid for use only with MITekG connectors.This design 5 based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must 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 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/TPIt Quality Criteria,DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 4 Qty , Ply T11709961 13468TOA T21 Monopitch Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:14 2017 Page 1 I D:Gf5xl Fg51X38j gdnZ3196cz5nD U-5?F3P2 F_0YEg0TM PzMO5AAVXrZBKSFgrGgG W 2KytYVd 5-8-13 11-2-3 16-11-0 5-8-13 I 5-5-5 I 5-8-13 Scale=1:53.2 5 4x6 6.00171 .., 2x4 11 a Sc :6• 3 if 4x5 i 2 1 o. . i I ■N 11111 ii 8 7 13 6 5x12 II 8x10= 8x10= 2x4 II THDH26-2 5-8-13 11-2-3 16-11-0 5-8-13 I 5-5-5 ( 5-8-13 Plate Offsets(X,Y)-- 11:0-8-10,0-0-71,15:0-1-12,0-2-01,17:0-5-0,0-4-121,18:0-5-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.22 7-8 >927 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.65 Horz(TL) -0.04 1 n/a rola 1 BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:248 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-7:2x4 SP No.2 WEBS 1 Row at midpt 5-6 SLIDER Left 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 6=3615/0-3-8,1=2143/0-5-8 Max Horz 1=344(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3315/0,3-4=-3388/0,4-5=-3432/0,5-6=-3541/0 BOT CHORD 1-8=0/2866,7-8=0/2873 WEBS 3-8=-312/0,3-7=-168/456,4-7=-389/241,5-7=0/5730 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 4-7 2x4-1 row at 0-5-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 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)Use USP THDH26-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 11-4-8 from the left end to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger Is In contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-5=-60,6-9=-20 Concentrated Loads(Ib) Vert:7=-4416(B) 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ng I Design valid for use only with MlTek®connectors.This design is based only upon rrurameters 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 ibis design into the overall l� I building design. Bracing Indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty r Ply T11709962 13468TOA T22 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:15 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nD U-ZCpRdOGcnsMXddxb W 4wKj NRnW zdeBfX?VK04amytYVc 5-6.4I 10-9-0 112-9-9 I 16-1-7 I 21-5-14 24-5-9 26-6-0 28-1-14 33 -7-0 5 -6-4 5-2-12 2-0-9 3-3-14 5-4-7 2-11-11 2-0-7 1.7-12 5-5-4 Scale=1:74.1 3x6= 3x4••26x6 `� 5x6= 3x4/.." 3x4 5 6 7 42 8 48 10 11 12 13 4x5 3x4// •� _ _ _ ,. 6.00 Iii 12 �a 3x4 " 39 4 41 �� �. O ` 6x8 l0�. 3 30 0 4x5 i '1' 0 2 4x5 r"....."".....-1 = 44 1 —1i1, 12 6x6= 4X10= as 23 22 21 16 15 14 4x10= 4x5= 5-6.4I 10-9-0 12-9-9 I 16-1-7 I 21-5-14 24-5-9 126-6-0 0-1-1 33-7-0 5-6-4 5-2-12 2-0-9 3-3-14 5-4-7 2-11-11 2-0-7 1-7-12 5-5-4 Plate Offsets(X,Y)-- 113:0-3-0,0-2-12),120:0-6-0,0-3-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.14 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.32 19-20 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.87 Horz(TL) 0.04 15 ri/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:303 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, BOT CHORD 2x4 SP No.3*Except* except end verticals. 21-23,19-20,14-16,17-19:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 17-31 Web Brace:Length(member) 5-11-10(4-18); JOINTS 1 Brace at Jt(s):30,31,33,17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 23=1110/0-5-8,15=1432/0-3-8,39=131/0-2-0 Max Horz 23=438(LC 12) Max Uplift 23=-192(LC 12),15=-452(LC 12),39=-51(LC 9) Max Gray 23=1110(LC 1),15=1567(LC 17),39=151(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1616/319,2-3=-2468/784,3-4=-1470/438,4-5=-767/250,5-6=-617/281, 1-23=-1054/274 BOT CHORD 22-23=-522/317,3-20=-283/762,19-20=-996/2183,18-19=-589/1259 WEBS 2-22=-861/457,20-22=-745/1565,2-20=-348/809,5-18=0/290,18-31=424/953, 1-22=-172/1264,15-17=-1360/614,17-31=-1290/640,9-31=-297/205,6-36=-657/297, 35-36=-638/297,31-35=-671/305,4-18=-975/465,4-19=-205/676,3-19=-1092/494 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=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-6-1,Interior(1)3-6-1 to 21-5-14,Exterior(2) 21-5-14 to 26-2-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)Bearing at joint(s)39 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate at joint(s)39. Continued on nage 2 i SIMON 0 WARNSVG-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imi Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ; building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,058-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate institute.218 N.Lee Street.Suite 312,Alexarndrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type s Qty , Ply T11709962 13468TOA T22 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:15 2017 Page 2 I D:Gf5xl Fg51X38jgdnZ3196cz5nD U-ZCpRdOGcnsMXddxb W 4wKj NRnW zdeBfX?VKO4amytYVc NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)39 except Qt=lb)23=192,15=452. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIN--7473 rev.11W3/2016 BEFORE USE. lot Design valid for use only with MiTeku connectors.this design Is based only upon parameters shown.and is tot an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal k*xy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quaily 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 • Qty , Ply T11709963 13468TOA T23 Piggyback Base 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:17 2017 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-VaxC24HtJTdFbr4_eVy000X6inKHfYmHyeVAefytYVa 5-6-4 10-9-0 16-1-7 21-5-1426-6-0 28-1-1? 33-7-0 5-6-4 5-2-12 5-4-7 5-4-7 1 5-0-2 7-1 5-5-4 Scale=1:94.1 3x4.. 3x6= 3x4 i 7x10 6.00 1 4x5= 5x6= 4x5 3i x4 3x4. 5 23 24 6 25 7 3x4 n•111L1111p\II 422 206x83 qd4x5v'2 d4x5 j' �• 514 13 1,' •y�—.��'l = 27 I Ia __ . 4x12 26 l 6x6= 4x5= 18 17 16 10 9 28 8 2x4 I I 4x10= 2x4 I I 2x4 I I 4x5= 4x10 I I 2x4 I I 5-6-4I 10-9-0 I 16-1-7 21-5-14 1 26-6-0 1-1 33-7-0 I5-6-4 5-2-12 5-4-7 5-4-7 5-0-2 i-7-1 5-5-4 Plate Offsets(X,Y)— 15:0-4-8,0-2-01[7:0-3-0,0-2-121,[12:0-2-0,0-1-01,[15:0-5-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CS!- DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.10 14-15 >999 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.24 14-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(TL) 0.06 9 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:272 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, BOT CHORD 2x4 SP No.2'Except` except end verticals. 3-16,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-19,6-11 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-5-13(4-13); T-Brace: 2x4 SP No.3-5-11 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. JOINTS 1 Brace at Jt(s):11 ' MiTek recommends that Stabilizers and required cross bracing . be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1079/0-5-8,9=1586/0-3-8,20=-26/0-2-0 Max Horz 18=468(LC 12) Max Uplift 18=-188(LC 12),9=-492(LC 12),20=59(LC 3) Max Gray 18=1080(LC 17),9=1783(LC 17),20=30(LC 22) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1568/309,2-3=-2045/584,3-4=-1321/361,4-5=-678/218,1-18=-1024/270 BOT CHORD 17-18=-528/334,3-15=-193/553,14-15=-821/1837,13-14=-520/1152,12-13=-260/573, 11-12=-267/650 WEBS 2-17=-675/361,15-17=-699/1487,2-15=-175/455,3-14=-855/391,4-14=-179/696, 4-13=-953/423,5-13=-264/934,5-11=-1162/480,1-17=-152/1218,9-11=-1490/673, 6-11=-584/285 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=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-6-1,Interior(1)3-6-1 to 21-5-14,Exterior(2) 21-5-14 to 26-2-14 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 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)Bearing at joint(s)20 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 at joint(s)20. Continued on Dane 2 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10I932015 BEFORE USE. ill Design valid for use only with MiTekS connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPI I Ouallly 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 T11709963 13468TOA T23 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:17 2017 Page 2 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-VaxC24HtJTdFtx4_eVy000X6inKHfYmHyeVAefytYVa NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20 except(jt=lb)18=188,9=492. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. • t 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i. Design valid for use only with MiTek®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 applicabllty 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' e k Is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DS8-89 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 i Ply T11709964 13468TOA T24 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:18 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-_nVaFQIV3n16U5fACCT1 L03DxBfx01 ZRBIEkB5ytYVZ 5-6-4 10-9-0 16-1-7 21-5-14 27-6-11 129-7-41 33-7-0 5-6-4 5-2-12 5-4-7 5-4-7 6-0-13 2-0-9 3-11-12 Scale=1:86.6 3x43x6= 3x4 ij 7x10 600 12 4i� 4x5= 5x6= 4x5 i3x4/, 5 23 24 6 7 i" 11 \ 3x4�i °. 4 22 L20 , :i 6x8 3 0 v ' 4x5 i O 2 21 i la \ 4x5 G ` .:,�' 1 e, C: 5 1 0 ��..o__� 4x12= 14 25 13 26 I§ : — 6x6= 4x5= 18 17 16 10 9 27 8 2x4 I I 4x10= 2x4 II 2x4 I 12x4 II 4x5= 4x10 II 5-6-4 10-9-0 16-1-7 21-5-14 27-6-11 29-7-4 33-7-0 5-6-4 5-2-12 + 5-4-7 I 5-4-7 6-0-13 12-0-9 I 3-11-12 Plate Offsets(X,Y)— 15:0-4-8,0-2-01,17:0-3-0,0-2-121,(15:0-5-8,0-3-4),117:0-3-8,0-2-01 _ I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.11 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.27 14-15 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.79 Horz(TL) 0.15 9 rte n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:273 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-16,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-19,6-11 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-5-13(4-13); T-Brace: 2x6 SP No.2-5-11 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. JOINTS 1 Brace at Jt(s):11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18=1146/0-5-8,9=1613/0-3-8,20=-119/0-2-0 Max Horz 18=468(LC 12) Max Uplift 18=212(LC 12),9=-472(LC 12),20=-181(LC 17) Max Gray 18=1153(LC 17),9=1831(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1690/354,2-3=-2253/667,3-4=-1506/437,4-5=-867/289,1-18=-1096/297 BOT CHORD 17-18=-529/336,3-15=-200/579,14-15=-896/2024,13-14=-587/1317,12-13=-326/746, 11-12.320/821 WEBS 2-17=-737/386,15-17=-743/1600,2-15=-209/540,3-14=-883/400,4-14=-187/693, 4-13=-941/424,5-13=-259/984,5-11=-1262/506,9-11=-1571/658,6-11=-608/281, 1-17=-193/1315 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=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-6-1,Interior(1)3-6-1 to 21-5-14,Exterior(2) 21-5-14 to 26-2-14 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Bearing at joint(s)20 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. Continued on oaae 2 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M5.7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek/connectors.This design is bused only upon parameters shown,and Is for an individual building component,riot a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVlP11 Quality Criteria,05849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty , Ply T11709964 13468T0A T24 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:18 2017 Page 2 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-_nVaFQIV3n16U5fACCT1 L03DxBfxO1ZRBIEkB5ytYVZ NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)18=212,9=472,20=181. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.1010312015 BEFORE USE. Ila Design valid for use only with Mitek)connectors.This design is based only upon parameters shown,and Is for an Individual binding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI1 Qualily Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty i Ply T11709965 13468TOA T25 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:19 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nD U-Sz3yTmJ 7g4tz6F EMIv_GtDcORa_R7V IaQy_HjXytYVY 6-10-10 13-5-1120-0-13 27-11-9 6-10-10 I 6-7-2 6-7-2 7-10-12 6.00 12 Scale=1:82.8 5 t J 7x14 MT20HS i 15 0 3x4// 4 70 1 •- 3x6= 1'' 13 4x5 ire re el 3 3x4 3x4-i al 6x8 s 2 0 74 4x5 ,. G� 17 6 IN 4x5= 11 10 9 16 8 3x4 I I 6x8= 4x5= 5x6= 6-10-10 13-5-11 20-0-9 20-9-13 27-11-9 6-10-10 I 6-7-2 6-6-14 0-0-4 7-10-12 Plate Offsets(X,Y)-- 11:0-2-4,0-2-01,15:0-4-8,Edge],(7:0-3-0,0-1-01,18:0-3-0,0-2-12],110:0-3-4,0-3-01 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL- in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.16 6-7 >583 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 I BC 0.64 Vert(TL) -0.37 6-7 >256 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr YES WB 0.76 Horz(TL) 0.15 13 ri/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, BOT CHORD 2x4 SP No.2*Except` except end verticals. 4-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 4-7 OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-7-3(3-8); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=760/0-5-8,8=1217/0-3-2,13=213/0-2-10 Max Horz 11=591(LC 12) Max Uplift 8=-463(LC 12),13=-112(LC 12) Max Gray 11=760(LC 1),8=1424(LC 17),13=224(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1020/0,2-3=-575/0,3-4=-278/181,1-11=-695/76 BOT CHORD 10-11=-646/424,9-10=-446/875,8-9=-211/466,7-8=-748/282,4-7=-559/325 WEBS 2-9=-492/283,3-9=-87/498,3-8=-789/301,1-10=0/664 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=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 27-6-5 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)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. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=463,13=112. 1 1 mi.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE AI.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 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 hum web and/or chord members only.Additional temporary and permanent bracing MiTe k` is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bivd. Safety Information available from Truss Plate Instiilute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t Oty • Ply TI1709966 13468TOA T26 Monopitch 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:20 2017 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-w9cKg6K1bO?gkOpZJdVVOR9cP_MgsvokecjciFzytYVX 7-3-4i 14-3-0 I 21-2-12 I 24-7-6 7-3-4 6-11-12 6-11-12 3-4-9 3x6= Scale=1:74.7 6.00 rlY 5 4x5 i 4 II3x4/i 7x10 i _ 3x4.- 3x4// 3x6= r'� 13 3x4/./ 3x4// 3 nt n v d 2x4 11 e- \ J.2 d ii I 111 I 4x5-:::- 1 1 2x4= 6 lit 4X5= 11 10 15 9 8 3x4 I I 4x10= 6x6= 5x6= I 7-3-4 144-0 I 21-2-0 21-4-12 24-7-6 7-3-4 6-11-12 6-11-9 3-4-9 Plate Offsets(X,Y)— 11:0-2-4,0-2-01,[5:0-4-8,Edge],18:0.3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.19 10-11 >999 180 BCLL 0.0 - Rep Stress Incr YES WB 0.94 Horz(TL) -0.02 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:199 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-14 oc purlins, BOT CHORD 2x4 SP No.2'Except` except end verticals. 4-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 4-7 OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 8-1-11 (3-8); T-Brace: 2x4 SP No.3-6-12 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=824/0-5-8,8=1067/0-3-5,13=31/0-2-10 Max Horz 11=523(LC 12) Max Uplift 11=-53(LC 12),8=-439(LC 12),13=-13(LC 12) Max Gray 11=824(LC 1),8=1134(LC 17),13=48(LC 3) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.1127/39,2-3=-1138/205,1-11=-755/131 BOT CHORD 10-11=-590/414,9-10=-222/567,8-9=-221/572,7-8=-429/262,4-7=-392/282 WEBS 2-10=-433/317,3-10=-342/666,3-9=0/293,3-8=-875/330,1-10=0/729 NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=25ft;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 24-2-2 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf 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. 4)Bearing at joint(s)13 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)11,13 except (jtdb)8=439. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2O1S BEFORE USE 1111 Design valid for use only with Milek®connectors.1Ns design Is based only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal kntu ry and property damage. For general guidance regarding the MiTek' fabrIcotIo n,storage.delivery,erection and bracing of trusses and truss systems,seeAN51/iPl l QualityCrlfarla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information auditable from Truss Plate Institute,218 N.Lee Sheet.Suite 372,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty „ Ply T11709967 13468TOA T27 Monopitch 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:21 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-OMAjtRKNMi7hLYOltK1 kyehlCOgzbPsttGTOoQytYVW I 7-5-3 14-6-13 22-0-0 II 7-5-3 7-1-11 l 7-5-3 Scale=1:68.0 6.00[Ti- 5x6 4 lit 12 ■! 10 3x6= 7x10 :00000000011,0000 6x6:1, 111 r\ Na N J' I�r d it 4x6 1 \ Nese zweimoimmoi 8 7' 13 6 14 5 3x4 II 7x10= 2x4 II 4x5= 7-5-3 14-6-13l 22-0-0 I 7-5-3 7-1-11 7-5-3 Plate Offsets(X,Y)-- [4:0-2-12,0-3-01,[7:0-3-8,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 0.66 Vert(LL) -0.10 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.28 5-6 >935 180 BCLL 0.0 * Rep Stress Ina YES WB 0.76 Horz(TL) 0.32 10 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 L Matrix-MS Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing. 4-5:2x4 SP No.1 WEBS T-Brace: 2x4 SP No.3-3-5 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131'x3')nails,61n o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=871/0-5-8,10=843/0-2-0 Max Horz 8=439(LC 12) Max Uplift 8=-102(LC 12),10=-348(LC 12) Max Gray 8=894(LC 17),10=984(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1256/125,2-3=-1264/282,1-8=-825/179 BOT CHORD 7-8=-550/381,6-7.258/698,5-6=-257/705 WEBS 5-9=-247/830,4-9=-247/830,2-7=-426/311,3-7=-321/627,3-6=0/410,1-7=0/840, 3-5=-1017/368 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=oft;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 21-6-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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. 4)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 8=102,10=348. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 6 I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with Weld/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 appicablity of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possble personal Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPl1 Qualify 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 • I Qty ► Ply 711709968 13468TOA T28 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:22 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-SYk55nL?7?FYzizxR2YzVsE_nozTKxL16wCxKsytYVV 5-8-8 11-1-8 16-6-8 21-6-8 3-p I 5-8-8 1 5-5-0 I . 5-5-0 1 5-0-0 8-8I 6x6= Scale=1:41.1 3 6.00 Fir 12 13 V 2x4 11 2x4 11 2 4 W 14 • 11 54x5 4x5 1 tro n PI M 9 15 16 8 7 d t0 2x4 II 2x4 1I 7x10= 7x10= 5-8-8 16-6-8 21-6-8 3 I 5-8-8 10-10-0 1 5-0-0 8-8 Plate Offsets(X,Y)-- 13:0-3-0,0-2-01,18:0-3-8,0-3-01 _ I LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.29 8-9 >914 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.64 8-9 >412 180 BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 6-8:2x6 SP No.2,8-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=874/0-5-8,6=838/0-5-8 Max Horz 10=-158(LC 10) Max Uplift 10=-228(LC 12),6=-212(LC 12) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1246/387,2-3=-1256/529,3-4.1296/541,4-5=-1234/384,1-10=-835/314 BOT CHORD 8-9=-166/750 WEBS 3-8=-187/640,3-9=-190/591,2-9=-370/275,1-9=-199/984,4-8=-373/277,5-7=-929/331, 5-8=-286/1111 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-1-8,Exterior(2) 11-1-8 to 14-1-8 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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(jt=Ib) 10=228,6=212. Q WARPING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MiTek®connectors.This designs 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 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,OSB-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 , Oty t Ply T11709969 13468TOA T29 Common 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:23 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-KkITI7MeuJNPbsY8_I3C13n9XCF23PEALayVslytYVU 5-8-8 11-1-8 16-6-8 22-3-0 5-8-8 l 5-5-0 5-5-0 I 5-8-8 6x6= Scale=1:41.1 3 6.0012 1i 12 2x4 11 2x4 ll 2 4 r • 10 13 4x5 4x5 i 5 N . A r 14 15 7 K 9 8 6 2x4 II 7x10= 7x10= 2x4 II 5-8-8 16-6-8I 22-3-0 5-8-8 10-10-0 5-8-8 Plate Offsets(X,Y)-- [3:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0.35 Vert(LL) -0.37 7-8 >719 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.79 7-8 >332 180 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:123 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=878/0-5-8,6=878/0-5-8 Max Horz 9=-172(LC 10) Max Uplift 9=-231(LC 12),6=-231(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1259/391,2-3=-1272/533,3-4=-1271/533,4-5=-1259/391,1-9=-843/317, 5-6 Job Truss Truss Type 4 Oty r Ply T11709970 13468TOA T30 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:24 2017 Page 1 I D:Gf5xlFg51X38jgdnZ3196cz5nDU-owsrW TNGfdVGC07KYTaRaHJOzbp8owOJZEh2OlytYVT 11-1-8I 22-3-0 11-1-8 11-1-8 3x6_ Scale=1:41.9 10 9 it 11 6.00 FIT 398 : 1240 7 . : 13 ^ 6 14 5 15 4 r 16 F. 17 3 :i:i.. 19 $ E E E I Ef ii e E E E 18- E EI is ki. to 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x8 I I 3x6- 22-3-0 II 22-3-0 Plate Offsets(X,Y)-- F10:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 I CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - nta 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 20 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-3-0. (ib)- Max Horz 38=-i29(LC 10) Max Uplift All uplift 100 lb or less at joint(s)20,30,31,33,34,35,36,27,26, 25,24,23,22 except 38=-145(LC 10),37=-197(LC 12),21=-197(LC 12) Max Gray All reactions 250 lb or less at joint(s)38,20,29,30,31,33,34,35, 36,37,28,27,26,25,24,23,22,21 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat, II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-8,Exterior(2)3-1-8 to 11-1-8,Comer(3)11-1-8 to 14-1-8 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)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf 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=iO.Opsf. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,30,31,33, 34,35,36,27,26,25,24,23,22 except(jt=lb)38=145,37=197,21=197. 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE E 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 applicabllity of design parameters and properly incorporate this design into the overall • building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal infury 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 BCSI Bullding Component 6904 Parke East Blvd. Safety Information avcilabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type t Qty , Ply T11709971 13468TOA T31 MONOPITCH 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:25 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-G7QDjp0uQwd7gAi W 6A5g7UsTq?49XOsTouRbxBytYVS 6-3-0 I -3- 6-3-0 2x4 11 Scale=1:15.7 3 4 3.00 rff 14 13 4x5 2 1 O. 01 i i— b, to •ILS 6 5 2k4 11 4x6 11 0-4-4I 6-6-0 o-4-4 6-1-12 Plate Offsets(X,Y)-- [1:0-4-3,0-0-15] 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 0.50 Vert(LL) 0.09 6-11 >839 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.43 Vert(TL) -0.20 6-11 >395 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.05 Horz(TL) 0.05 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=227/Mechanical,1=272/0-3-8 Max Horz 1=71(LC 8) Max Uplift 5=-86(LC 8),1=-70(LC 8) 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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)5,1. 1 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek10 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 aril permanent bracing Ml;l' Tek' 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,seeANSUIPI I Qualify Criteria,DSS-89 and SCSI Bulding 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 4 Qty , Ply T11709972 13468TOA Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:26 2017 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-IJ_cx9OW BEI_SJHigucvfiPiDPUCGrvc1 YA9TdytYVR 8-3-0 16-6-0 8-3-0 I 8-3-0 5x6= Scale=1:28.7 3 6.00 ITF 11 2x4 II 10 2x4 I1 4 2 12 s 21 Is 5 ' p o 1 D O 3x4 8 7 6 3x4 2x4 6x6= 2x4 II I 16-5-8 161¢-o 16-5-8 0-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 ; MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. All bearings 16-5-0. (Ib)- Max Horz 1=90(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 8=-143(LC 12),6=-143(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=265(LC 1),8=362(LC 21),6=362(LC 22) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-271/213,4-6=-271/213 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=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 8-3-0,Exterior(2)8-3-0 to 11-3-0 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)1,5 except(it=lb) 8=143,6=143. 1 i 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6111-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ry 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty . Ply T11709973 13468TOA V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:27 2017 Page 1 I D:Gf5xl Fg5IX38jgdnZ3196cz5n D U-DVX8V P8yYtg3Try Db78CvxgSpnO?G?m FCwi?4ytYVQ 6-3-0 12-6-0 6-3-0 I 6-3-0 5x6= Scale=1:21.7 2 6.00 • 12 7 6 8 5 3 V i 101 o a 0. 4 3x4 3x4 2x4 II 0-0-8 12-6-0 I 0-0-8 12-5-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 tVa n/a BCDL 10.0 Code FBC2014T PI2007 Matrix-S Weight:41 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 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=205/12-5-0,3=205/12-5-0,4=489/12-5-0 Max Horz 1=-66(LC 10) Max Uplift 1=-69(LC 12),3=-69(LC 12),4=-99(LC 12) Max Gray 1=207(LC 21),3=207(LC 22),4=489(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-325/206 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 6-3-0,Exterior(2)6-3-0 to 9-3-0 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 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Mit Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the balding designer must verify the applicablily of design parameters and properly incorporate this design into the overall balding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oty Ply T11709974 I13468TOA V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:28 2017 Page 1 I D:Gf5xl Fg51X38jgdnZ3196cz5nDU-hi5MM rQmjr?hhdQ5nlf Nk7U29D9SkkevUstGXW ytYVP 4-3-0 8-6-0 4-3-0 4-3-0 Scale:3/4'=1' 4x5 I I 2 7 6.00112 6 8 5 3 1 • 9'0 .6 o 4 2x4 i 2x4 I 2x4 0-p-8 8-6-0 o-b-8 8-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 ! Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=147/8-5-0,3=147/8-5-0,4=286/8-5-0 Max Horz 1=-43(LC 10) Max Uplift 1—55(LC 12),3=-55(LC 12),4=-42(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-3-0,Exterior(2)4-3-0 to 7-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek0)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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-89 and 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 a Qty r Ply T11709975 13468TOA VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:29 2017 Page 1 ID:Gf5xlFg51X38jgdnZ3196cz5nDU-9ufkZBROU97YJn?HLOAcHK1 FXcVITBd3jW Pp4yytYVO 2-3-0 460 1 2-3-0 1 2-3-0 3x6= Scale=1:8.4 2 6.00 12 3 1 'C2 -1* -7 .4. \ v .4' o o 2x4 i 2x4 0-0(8 4-6-0 1 0-0-8 4-5-8 Plate Offsets(X,Y)-- (2:0-3-0,Edge) 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=130/4-5-0,3=130/4-5-0 MaxHorz 1=19(LC 11) Max Uplift 1=-34(LC 12),3=-34(LC 12) FORCES. (lb)-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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi ).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)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)1,3. 1 eeeer A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;I� building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'k is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Male Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty 6 Ply T11709976 13468TOA V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 8 Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:29 2017 Page 1 ID:Gf5xl Fg51X38jgdnZ3196cz5nDU-9ufkZBROU97YJn?HLOAcHK1 DhcV3TAU3j W Pp4yytYVO 9100 9-10-0 Scale=1:17.8 2x4 I I 3 3.00 Fri 2x4 II 2 7 • 6 4 3x4 2x4 2x4 II LOADING(pat) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 . TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - rVa 999 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=148/9-9-0,4=112/9-9-0,5=415/9-9-0 Max Horz 1=96(LC 8) Max Uplift 1=-27(LC 8),4=-39(LC 8),5=-144(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. W EBS 2-5=-305/246 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-0 to 4-3-0,Interior(1)4-3-0 to 9-8-4 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)1,4 except(jt=lb) 5=144. 0 WARNING-Veiny design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek H®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 MiTek Is always required for stability and to prevent collapse with possbte 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.058-89 and BCSI BuBding Component 6904 Parke East Blvd. Safely Ink:ematlon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type A Qty Ply T11709977 , 13468TOA V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 11:30:30 2017 Page 1 ID:Gt5xlFg51X38jgdnZ3196cz5nDU-d4D6mW R1 FTFPwxaUujhrgYZMuOgECetCyA8McOytYVN 5-10-0 5-10-0 Scale=1:10.8 2x4 I I 2 3.00 rff. 4 1 — 3 3x4= 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Verf(LL) rVa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=177/5-9-0,3=177/5-9-0 Max Horz 1=51(LC 8) Max Uplift 1=-49(LC 8),3=-62(LC 8) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;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)1-3-0 to 4-3-0,Interior(1)4-3-0 to 5-8-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10A732OI5 BEFORE USE. Design valid for use only with Mllekl;connectors.This design is based only upon parameters shown,and is for an Indwdual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Qualify Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Nexandrla.VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ff in-sixteenths Failure to Follow Could Cause Property 1 /4 offsets are indicated. I I (Drawings notto scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. 1 �� and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. N4 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves may require bracing,or alternative TorI _ p bracing should be considered. 3. Never exceed the design loading shown and never FZ � astack materials on Inadequately braced trusses. Provide of truss n to the his C7-8 C6 7 C56 O 4. desig etc erectiontsupervisorr,property ownerla d For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0-vie from outside 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 iCHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. 4 PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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 se,and in all respects,equal to or better than that "46 Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber valuesor less,if no ceiling Is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek(Hl All Rights Reserved approval of an engineer. it reaction section indicates joint 1111111111111111 number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. INN NM ,s 18.Use of green or treated lumber may pose unacceptable ►� P_ environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI l: National Design Specification for Metal III 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. ' BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, e ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015