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1865 ATLANTIC BEACH DR - TRUSSES am— milt 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: 13230TOA - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Davenport - Coastal Lot/Block: 052 Subdivision: Atlantic Beach Address: 1865 Atlantic Beach Dr., . City: . State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo 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/TPl2007 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 76 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# 'Truss Name Date No. Seal# Truss Nam___a Date 1 T114579201 F01 6/26/17 18 T11457937 J06 16/26/17 12 1111457921 1F02 1 6/26/17 119 1111457938 1J 12 16/26/17 13 1 T114579221 F03 16/26/17 120 1 T114579391 J 16 16/26/17 1 14 1T11457923 I F04 1 6/26/17 121 17114579401 J22 1 6/26/17 1 5 T114579241 F05 1 6/26/17 22 T11457941 J26 6/26/17 6 T11457925 F06 _6/26/17 23 T11457942 PB01 ;6/26/17 7 T11457926 F07 6/26/17 24 T11457943 PB02 16/26/17 18 11114579271 F08 16/26/17 125 'T1145794411-01 16/26/17 9 T11457928 FG01 6/26/17 26 T11457945 102 6/26/17 110 11114579291 FG02 16/26/17 27 11114579461103 16/26/17 11 T11457930 FG03 6/26/17 28 T11457947 T04 6/26/17 12 T11457931 FG04 6/26/17 29 T11457948 11-05 - ''"1'6/26/17 14 1711457933'GEB01 16/26/17 136/26/17 1 17114579 01 T07 6/26/17 1 115 1711457934 I HJO2 1 6/26/17 32 111457951 T08 W26/17 16 711457935 HJ12 6/26/17 33 T11457952 109 • 6/26/17 1 17 T11457936 J02 6/26/17 34 11114579531 T10 6/26/17 The truss drawing(s)referenced above have been prepared by MiTek `•Ns`O0PS•A• q<e ii,� USA. Inc. under my direct supervision based on the parameters � s-_,,,••.\G E NSF.�920_ provided by Building Component Supply. • Truss Design Engineer's Name: Albani, Thomas = • No 39380 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 17;,,--1,0,,,<,..'.• ST' . O F :,L/� that the engineer named is licensed in the jurisdiction(s)identified and that the •.• P,•.�.�: designs comply with ANSI/TPI 1. These designs are based upon parameters •. O Fi O \ �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were i,ss/.......•�x4 NI. ffiileen to reference MiTek.u ose and was notect specific on included is into account inr theIofers i��,f0 N A',,,��� PrP only, preparation these designs. MiTek has not independently verified the applicability of the design Thomas A.Alban)PE No.39380 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: June 26,2017 Albani,Thomas 1 of 2 RE: 13230TOA - Site Information: Customer Info: Toll Brothers Project Name: . Model: Davenport - Coastal Lot/Block: 052 Subdivision: Atlantic Beach Address: 1865 Atlantic Beach Dr., . City: . State: FL No. Seal# Truss Name Date 35 T11457954 T11 6/26/17 36 T11457955 T12 6/26/17 37 T11457956 1113 6/26/17 38 T11457957 1 114 6/26/17 39 T11457958 11-15 6/26/17 40 T11457959 11-16 6/26/17 41 T1145796011-17 6/26/17 42 T11457961 1118 6/26/17 43 T11457962 1119 6/26/17 44 111457963 J 1-20 6/26/17 45 T11457964 J T21 6/26/17 46 T11457965 1122 6/26/17 47 T11457966 1123 6/26/17 48 1T11457967 1T24 6/26/17 49 1T114579681T25 6/26/17 50 1111457969 1T26 6/26/17 51 1111457970 1127 6/26/17 52 J 711457971 1728 6/26/17 OFFICE COPY 53 1T11457972 1129 6/26/17 54 1T11457973 JT30 6/26/17 55 T11457974 T31 6/26/17 56 T11457975 T32 6/26/17 57 T11457976 1T33 6/26/17 X58 711457977 J V01 j 6/26/17 J 59 111457978 1V02 6/26/17 60 T11457979 J V03 6/26/17 61 111457980 1VO4 6/26/17 62 T11457981 1V05 6/26/17 63 T11457982 J V06 6/26/17 64 T11457983 V07 6/26/17 65 T11457984 V08 6/26/17 66 T114579851 V09 6/26/17 67 T11457986 1V10 6/26/17 68 T11457987 1V11 6/26/17 69 1-114579881V12 6/26/17 70 T11457989 1V13 6/26/17 71 11-11457990 1V14 6/26/17 72 1111457991 V15 6/26/17 73 1111457992 1V16 6/26/17 74 1111457993 1V17 6/26/17 75 11-114579941V18 6/26/17 76 1111457995 1V19 6/26/17 2 of 2 r 'Job Truss Truss Type Qty*- Ply T11457920 '13230TOA F01 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:40 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-hW WpSzrEJkucTihyrMlgStwgncisFUrkOTBgfez2OfT 0-1-8 H 1-3.0 , 1-4-15 I Scale=1:30.7 4x6= 1.5x3= 3x6 FP= 1.5x3 II 4x6= 2 3 4 5 6 7 8 9 10 i22 II l r/ \\ /AIIIIII r .\\/ a NZ\,, / r, 20 19 18 17 16 15 14 13 12 11 4x6= 1.5x3 I'' 3x8 MT2OHS FP= 4x6= I 1-6-0 I 4-0-0 6-6-0 11-10-15 I 14-4-15 I 16-10-15 I 18-4-15 1-6-0 2-6-0 2-6-0 5-4-15 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- F1:Edge,0-1-8),12:0-1-12,Edge),15:0-1-8,Edge),(9:0-1-12,Edge),[13:0-1-12,Edge),116:0-1-8,Edgel,(19:0-1-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.27 15-16 >816 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.42 15-16 >517 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/fPI2007 Matrix-S Weight:96 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. 11-14:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=993/0-5-8,11=999/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-987/0,10-11=-993/0,1-2=-1010/0,2-3=-2499/0,3-5=-3384/0,5-6=-3717/0, 6-7=-3717/0,7-8=-3390/0,8-9=-2499/0,9-10=-1009/0 BOT CHORD 19-20=0/1903,18-19=0/3066,17-18=0/3717,16-17=0/3717,15-16=0/3673,13-15=0/3070, 12-13=0/1904 WEBS 10-12=0/1343,1-20=0/1303,9-12=-1245/0,2-20=-1242/0,9-13=0/827,2-19=0/830, 8-13=-794/0,3-19=-788/0,8-15=0/445,3-18=0/515,7-15=-395/0,5-18=-631/0, 7-16=-243/418 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)Refer to girder(s)for truss to truss connections. 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. 6)CAUTION,Do not erect truss backwards. I 1 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED PATTEN REFERANCE PAGE MIF7473 rev.10031101S BEFORE USE. Design valki for use only with MIle kC connectors.this design is based only upon parameters shown.and is for an Individual txilehng 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 budding of kxAvkluci truss web and/or chord members only. Addtlonal temporary and permanent tracing Mk** is always required red for stability and to prevent collapse with posstile personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Ptt Curly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type - t Oty Ply T114579211 13230TOA F02 I Floor 3 1 Job Reference(optional)__ Building Component Supply, Jacksonville,FL•32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:41 2017 Page 1 I D:RM E NIBSOsIpEA2ji Frz5c7yVYhx-Aj4BfJrs420T5sF8P4g3?5Tn400v_wBuF7xEB4z2OfS 0-1-8 H I 1.3-0 i 0-10-12 0-1.8 i ----a ScAIe=1:34.5 4x6= 1.5x3 I 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 te1116111.111141•11 i „77:6.1• 161114,= =.161•WW � 4 24 ,WW � Ndll 25 o Nip P.O • e e e Per, 0 22 21 20 19 18 17 16 15 14 13 4x6= 4x6= 1.5x3 H 3x12 M18SHS FP= 4x6= 4x6= i 1-6-0 l 4-0-0 6-6-0 i 11-4-12 13-10-12 16-4-12 i 18-10-12 i 20-4-12 1-6-0 2-6-0 2-6-0 4-10-12 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,17:0-1-8,Edge],(11:0-1-8,Edge),119:0-1-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. I DEFL- in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 i Vert(LL) -0.39 17-18 >614 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 I Vert(TL) -0.61 17-18 >394 240 M18SHS 244/190 BCLL 0.0 Rep Stress[nor YES i WB 0.70 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S 1 I Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 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, Except: 2-2-0 oc bracing:18-19,17-18. REACTIONS. (lb/size) 23=1102/0-5-8,12=1102/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1096/0,11-12=-1096/0,1-2=-1133/0,2-3=-2849/0,3-4=-3952/0,4-6=-4588/0, 6.7.458810,7.8=-4511/0,8-9=-3964/0,9-10=-2846/0,10-11=-1134/0 BOT CHORD 21-22=0/2138,20-21=0/3530,19-20=0/4365,18-19=0/4588,17-18=0/4588,15-17=0/4381, 14-15=0/3525,13-14=0/2139 WEBS 11-13=0/1464,1-22=0/1463,10-13=-1398/0,2-22=-1398/0,10-14=0/983,2-21=0/989, 9-14=-945/0,3-21=-946/0,9-15=0/610,3-20=0/588,8-15=-580/0,4-20=-574/0, 8.17=-62/364,4-19=-119/581,7-17=-402/218 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)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. � I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MN-7473 rev.1883/2015 BEFORE USE Mr Design valid for use only with MIIekS)connectors.flits design Is based only upon parameters shown,and Is for an InciMdual betiding component,not a truss system.Before use-the brildng designer must verify the applIcablity of design parameters and properly incorporate this design Into tIre overall building design. Bracklg Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for staWtty and to prevent collapse with possible personal k My and property damage. for general guidance regadkrg 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. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type E Qty i Ply T11457922 13230TOA F03 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:41 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-Aj4BfJrs420T5sF8P4g3?5Tow01 r_vt uF7xEB4z2OfS 0-1-8 3'0___I 1-10.12 i Scale=1:33.6 4x6= 1.5x3 I i 1.54= 4x6= 3x6 FP= 1.5x3 II 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 11 Pallprzn • _v_._ :2 23 116h F \,. ./A ik,N / ! 447/ N ' \\Ir./41k 1 IC 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1.6.0l 4-0-0 I 6-6-0 13-7-12 i 16-1-12 l 18-7-12 I 20-1-12 1-6-0 2-6-0 2-6-0 7-1-12 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,(17:0-1-8,Edge),(18:0-1-8,Edge1 LOADING (pst) SPACING- 2-0-0 I CSL DEFL. in (lac) t/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.36 17-18 >655 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 • BC 0.94 Vert(TL) -0.57 17-18 >419 240 M18SHS 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.71 Horz(TL) 0.10 12 rVa rUa BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 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, Except: 2-2-0 oc bracing:18.19,15-17. REACTIONS. (lb/size) 22=1088/0-5-8, 12=1094/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1083/0,11-12=-1087/0,1-2=-1118/0,2-3=-2804/0,3-4=-3886/0,4-6=-4464/0, 6-7=-4464/0,7-8=-4464/0,8-9=-3885/0,9-10=-2804/0,10.11=-1116/0 BOT CHORD 20-21=0/2108,19-20=0/3473,18-19=0/4271,17-18=0/4464,15-17=0/4272,14-15=0/3473, 13-14=0/2110 WEBS 11-13=0/1486,1-21=0/1443,10-13=-1382/0,2-21=-1377/0,10-14=0/966,2-20=0/968, 9-14=-930/0,3-20=-932/0,9-15=0/574,3-19=0/573,8-15=-537/0,4-19=-537/0, 8-17=-146/631,4-18=-146/631,6-18=-299/15,7-17=-299/15 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)Refer to girder(s)for truss to truss connections. 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. 6)CAUTION,Do not erect truss backwards. _, A WARNING-Very design param•brs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE lit Design valid for use only with Milekc%connectors.this design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building desigrxr must verity the applicability of design parameters and properly incorporate this design Into the overall txlding design. Bracing indicated Is to prevent buckling of individual Truss web ad/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for slabYtty and to prevent collapse with possble personal injury and r roperly damage. For general guidcrx;o regarding the lalrlcatb n.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T11457923 13230TOA F04 GABLE 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL•32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:42 2017 Page 1 ID:RME NIBSOsIpEA2ji Frz5c7yVYhx-eveZtfsUrL8Ki?gKznLIX108PPaZjX11 TngnkXz2OfR 3x6_ Scale=1:10.8 1 3x6= 2 1.5x3 11 31.5x3 11 4 1.5x3 ! 5 I_ 1 L L • 4 v : Job Truss Truss Type Qty ' Ply T11457924 13230TOA F05 Floor 3 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:42 2017 Page 1 ID:RMENIBSOsIpEA2jIFrz5c7yVYhx-eveZtfsUrL8Ki?gKznLIX1076PZFjWv1 TngnkXz2OfR 0-1-8 3x6 1 x4= 0-11-13 2 1.59 II 0-9-0 3 1.5x3 II 1-3-0 4 Scale=1:9.4 t • l T 9 • 1.5 • _ 0 I - 3x4= 3x4 • 7 6 5 3x4 r + Job Truss Truss Type Qty Ply 111457925 13230TOA F06 GABLE 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:43 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-65Cy4-t7cIGBK9PXWVsX4WYJGpwoS_?AIROLGzz2OfQ Scale=1:17.9 3x6= 3x6— 2 3 4 5 6 7 8 \\\11 . . 9 :000'.:'.:OJ:1:i i::i 16 15 14 13 12 11 10 """"""""""""9""" 3x4 3x4 - 3x4 - 3x4 1-6-12 2-10-12 4-2-12l 5-6-12 6-10-12 8-2-8 9-9-4 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-3-12 1-6-12 Plate Offsets(X,Y)-- 110:0-1-8,Edge1,115:0-1-8,Edge1,(16:Edge,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (foc) I/dell Ud l PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - rVa 999 BOLL 0.0 i Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 9 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-9-4 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, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:15-16,9-10. REACTIONS. All bearings 9-9-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,10,14,13,12,11 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. r, Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.M4332015 BEFORE USE. 11111 Design valid for use only with Mlleke connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use-the buildnp designer must verily the applicability of design i xuameters and properly incorporate this(cosign kilo 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 kx stability and to prevent collapse sslh possbie personal miry and property damage. For general guklarce regarding the fabdcatlo n,storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/IPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety 1Normation available Born truss Plate institute,2t8 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 t r Job Truss Truss Type I Qry i Ply 1T11457926 13230TOA F07 Floor 6 1 ,Job Reference-Lptional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:44 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-aIIKIKuINzO2yJ j4CNmcj5MzD4HBJVKx59uoPz20fP 0-1-8 H H 1-3-0 I 1-6-7 I 0.1.8 Scele=1:27.0 4x6= 4x6= 1.5x3= 1.5x3 ii 1.5x3= 1 2 3 4 5 6 7 8 0 . 0 9,19 az 20 HI_ -N./ _./ I ' � . ---0- \k/1101116 • •. iZ -111•... 17 16 15 14 13 12 11 10 •. 4x6= 1.5x3 iI 3x6 FP= 4x6= I 1-6-0 • 4-0-0 I 9-6-7 12-0-7 14-6-7 I 16-0-7 I 1-6-0 2-6-0 5-6-7 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- f 1:Edge,0-1-8),15:0-1-8,Edg4 f8:0-1-8,Edge1,115:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP TCLL 40.0 i Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.18 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.27 13-14 >699 240 BCLL 0.0 • Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 9 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 1 Matrix-S Weight:84 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. 9-12:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=862/0-5-8,9=862/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-859/0,8-9=-857/0,1-2=-866/0,2-3=-2066/0,3-4=-2799/0,4-5=-2799/0, 5-6=-2693/0,6-7=-2083/0,7-8=-861/0 BOT CHORD 16-17=0/1621,15-16=0/2507,14-15=0/2799,13-14=0/2799,11-13=0/2527,10-11=0/1617 WEBS 8-10=0/1110,1-17=0/1117,7-10=-1051/0,2-17=-1050/0,7-11=0/648,2-16=0/619, 6-11=-617/0,3-16=-613/0,6-13=0/339,3-15=0/595,5-13=-377/106 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. I 1 I____I I__I.1 I _ I II. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mnekvl'connectors.Ns design is based only upon Ixtrameters shown,and Is for an indtvidud building component,not1111111. a truss system.Before use.tho building dosidn r must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing hndlcated Is to prevent buckling of Individual truss web and/or chord members only.Additfoncd ternporary and permanent bracing MiTek' Is always required tor stability and to prevent collapse with possible personal injury and property drrrmage. For general guidance regar ksg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Qualify Cr Leda,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safely information available from Trus Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 Qty ' Ply T11457927 13230TOA F08 FLOOR 14 1 _ .Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:44 2017 Page 1 I D:RMENIBSOsIpEA2ji Frz5c7yVYhx-a11KI KulNz02yJ_j4CNmcj5McD5NBJSKx59uoPz2OfP 0-1-8 H I 1-3-0 _ Scale=1:26.2 4x6= 1.5x3= 1.5x3 H 4x6_ 1 2 3 4 5 6 7 8 y• 18 - r -N . 2N N ,,,// L AIL 4 • 16 15 14 13 12 11 10 9 4x6= 1.5x3 H I 4x6= I 15-9-8 15-9-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,15:0-1-8,Edgel,(14:0-1.8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.16 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.25 12-13 >753 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 9 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:83 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) 17=849/0-5-8,9=855/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-845/0,8-9=-849/0,1-2=-851/0,2-3=-2025/0,3-4=-2718/0,4-5=-2718/0,5-6=-2623/0,6-7=-2040/0, 7-8=-844/0 BOT CHORD 15-16=0/1592,14-15=0/2451,13-14=0/2718,12-13=0/2718,11-12=0/2469,10-11=0/1590 WEBS 8-10=0/1124,1-16=0/1097,7-10=-1037/0,2-16=-1031/0,7-11=0/627,2-15=0/602,6-11=-596/0,3-15=-592/0, 6-12=0/319,3-14=0/552,5.12=-348/111 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 end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.1Cl/03/'2015 BEFORE USE. Design vdki for use only with MtleicD connectors.this design is based only upon parameters shown.and Is for m IndMdual Wilding component.riot a truss system.Before use.the tattling designer must verity the applicability of design parameters and properly incorporate this design Into tire overall Ixllding design. Bracing Indicated is to prevent buckling of kndMdu rl truss web and/or chord members only. Additlond temporary and permanent bracing MiTek• Is always required kr stability and to prevent collapse with possile personal Inlay and property damage. For general gridcrice regarding the fabrication.storage.delivery.erection and bracing of tames and truss systems.seeANSI/1PI1 Quality Crlteric,DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safety Information avdkiale from Taus Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 !Job Truss I Truss Type Qty ' Ply T11457928 13230TOA FG01 FLOOR 1 I 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:45 2017 Page 1 I D:RME NIBSOsIpEA2ji Frz5c7yVYhx-2UJiVguN8GW vZTZvevu?9xecCdONwu3TAkvRKrz2Ofo 3-11-4 3-11-4 1 3x5= 2 2x4 I' Scale=1:9.4 • • • 1_ i l I THD46 THD46 4x5= 4 5 6 3 2x4 1 3-11-4 3-11-4 Plate Offsets(X,Y)-- 11:0-2-4,0-1-8),13:0-2-4,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.04 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.06 3-4 >763 240 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MP Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=958/Mechanical,3=1422/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)N/A 2)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 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 3)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. 4) Refer to girder(s)for truss to truss connections. 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. 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 1-0.0 oc max.starling at 1-10-12 from the left end to 2-10-12 to connect truss(es)to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-4=-10 Concentrated Loads(Ib) Vert:5=-989(F)6=-989(F) 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF7473 rev.10.03/2015 BEFORE USE. Design valid for use only with Mileicn connectors.this design is based only upon parameters shown.and Is for an indlvkkxol holding component not a truss system.Before use.the building designer must verify Use applkxrility of design parameters and property incorf xrato this design Into the overall building design. Bracing indicated is to prevent bucktkng of individud truss web and/or chord members only. Additional tornporary and permanent bracing MiTek" is dways required for stability and to prevent collapse with possible personal bitty and properly damage. For ltereral gukf nce regadtng the labrIcatbn,storage,delivery,erection and bracing o1 trusses and truss systems.see.ANSt/1PI I Qualty Criteria,DSB-89 and SCSI Buldng Component 6904 Parke East Bid. Safety information available horn truss Pate Ins:Mute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty r Ply 13230TOA FG02 FLOOR 1 I T11457929 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:46 2017 Page 1 I D:RM ENI BSOsIpEA2ji Frz5c7yVYhx-W gt4i0v?vaemBd86CdPEieAI W 1 nPf8DdO0e?tlz2OfN ��99r 6.11.15 9-2-12 11-3-12 12-5-3 13-36 9 14-8-0 15-9-6 I 24-9 477-6 2-4-9 I 2-2-13 0.1-125 8 12 1 0-1111--10 0-1427-11-9 0.11 091170 0.41210-28 10-11-0 41.52 11470 11r5-8 10.11.103 13,-8- 18-05 -3 0-11-10 I' 28Ra13 -920-4-12 0.11.10 0.1.12 0-11-10 0-1-12 0-11.10 0.1.12 0-11-10 0-1-12 0-11-10 071.12 Scale=1:34.6 6x6= 2x4 II 2x4 II 4x10= 2 3 4 5 6 7 8 9 10 ('� i in \�'"�• 0 0 0_ o •n Y - Eli I Ir\ 0l C _____________TI 111 1 ._ U 19 18 17 16 15 14 13 12 21 g 2x4 II 8x10= 4x10= 3x4 II THD26-2 tt 6-111y.15 7-11-9 S9.2--12 11.3--1122812-5-3 13-6$9 14-8-0 15.9.6 11-2-0 3 2-4-9i 2479 4-776 2-2-3 04426612 10.11-10 4142 10.111.0 0-1421170 142-6 '0.11.0 6.142 '0-13411-1103 6-1.12 10-11-10 'I 2 18-2--113 Id-92 0.11.10 0-1-120711.10 0.1.120.11.10 0-1-120-11-10 o-1-120711-10 01-12 Plate Offsets(X,Y)-- (12:0-3-8,0-2-0),[13:0-5-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.31 15 >777 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.48 15-16 >499 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 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 4-10-1 oc purlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 11-13:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 20=1186/0-5-8,11=1973/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1135/0,1-2=-2241/0,2-3=-3948/0,3-4=-5143/0,4-5=-5917/0,5-6=-5917/0, 6.7=-5917/0,7-8=-5687/0,8-9=-4696/0,9-10=-3508/0,10-11=-1565/0 BOT CHORD 18-19=0/2241,17-18=0/4056,16-17=0/5143,15-16=0/5917,14-15=0/5687,13-14=0/4790, 12-13=0/3509,11-12=0/270 WEBS 10-12=0/3523,1-19=0/2371,9-12=-731/0,2-19=-1013/0,9.13=0/1328,2-18=0/1883, 8-13=-679/0,3-18=-779/0,8-14=0/989,3-17=0/1216,7-14=-343/0,4-17=-546/0, 7-15=-337/663,4-16=0/1259,5-16=-309/0 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,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are 4x5 MT20 unless otherwise indicated. 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. 6)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 18-6-7 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 7)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-10=-100,11-20=-10 Concentrated Loads(Ib) Vert:21=-948(F) � I lit a WARNING-V.rIy design paranr.f rs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE&01-7473 rev.10/0::/2015 BEFORE USE. Design wild for use only with Weida 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 verity the applicability dity of design parameters and properly incorporate this design into the overdl building design. Bracing Indicated Is to prevent budding of ktdtvklud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the tabdcatlorn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job !Truss Truss Type j Qty Ply 711457930 13230TOA FG03 FLOOR 11 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:46 2017 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-Wgt4i0v?vaemBd86CdPEi8AkA1 mgfBOdOOe?tlz2Of N 1-11-7 3-9-2 3.0.114 4-8-0 I 5-5-2 5-6- 4 7-4-9 I 9-4-0 I 1-11-7 1-9-11 0-1-12 0-9-2 0-9-2 0-4-12 1-9-11 1-11-7 Scale=1:17.4 2x4 II 2x4 ,1 3x5= 4x5= 1 4x5= 2 3x5= 3 4 5 6 THD46 Special THD46 Special THD46 Special THD46 13 11 14 10 9 15 8 16 7x6= 6x6= 6x6= 7x6= 3x4 II 3x4 11 I 1-11-7 3-9-2 3-10-14 4-8-0 5-5-2 5-y.-14 7-4-9 9-4-0 1-11-7 1-9-11 021-12 0-9-2 0-9-2 0-'1-12 1-9-11 1-11-7 Plate Offsets(X,Y)-- [1:0-1-12,0-1-121,[2:0-2-4,0-1-8],[5:0-2-4,0-1-81,[6:0-1-12,0-1-12],17:Edge,0-3-81,[8:0-2-12,0-4-121,[9:0-3-0,0-4-8],[10:0-3-0,0-4-81,[11:0-2-12,0-4-12] LOADING (psi) I SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.09 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 j BC 0.77 Vert(TL) -0.14 9-10 >786 240 BCLL 0.0 Rep Stress lncr NO WB 0.70 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 i Matrix-MS I Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.4-12 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8,1-11,5-9,2-10:2x4 SP No.2 REACTIONS. (lb/size) 12=3001/0-3-8,7=2875/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-2411/0,1-2=-4495/0,2-3=-6793/0,3-4=-6793/0,4-5=-6793/0,5-6=-4658/0, 6-7=-2509/0 BOT CHORD 11-12=0/301,10-11=0/4495,9-10=0/6793,8-9=0/4658,7-8=0/281 WEBS 6-8=0/4954,1-11=0/4747,5-8=-1227/0,2-11=-1298/0,5-9=0/2457,2-10=0/2642 NOTES- 1)N/A 2)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:2x6-3 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 9-4 2x4-2 rows staggered at 0-2-0 oc. 3)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. 4)Unbalanced floor live loads have been considered for this design. 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. 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-11-3 from the j left end to 7-11-3 to connect truss(es)to front face of bottom chord. 7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent at 1-3-8 from the left end to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1084 lb down at 3-3-8,and I 1084 lb down at 5-3-8,and 1084 lb down at 7-3-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-100,7-12=-10 Concentrated Loads(Ib) Vert 8=-1084(B)9=-1084(B)10—182(F)13=1084(B)14=-1084(B)15=-182(F)16=-182(F) A WARNING-Verify dadgn param.f.rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10433f2015 BEFORE USE mil• 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 bulking designer must verify the applicability of design parameters and properly Ircogxirote 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 stabltiy and to prevent collapse with prude personal Injury and properly damage. For general guickznce regarding the fadk:ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/T%i Qualty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety I lcrmafon avalabie from Truss Plate Institute.218 N.Lee Street.Sults 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty !Ply T11457931 ! 13230T0A FG04 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:47 2017 Page 1 ID:RMENI BSOSIpEA2ji Frz5c7yVYhx-_sRSwMwdfumcpnj IIKwTEMjxSQ9YOhcmd2OYPkz2OfM I 2-0-7 3-11-2 4.0. 4 4-10-89-9-0 5-8-2 5-9-14 7-8-9 2-0-7 1-10-11 0-1-12 0-9-10 0-9-10 0-1-12 1-10-11 2-0-7 Scale=1:18.1 =NS 2x4 I I 2x4 II 3x5= 4x5= _ 1 4x5 2 13 3 4 14 5 6 • I _.....__________.....; ,__._....._____._____._.__. 11 10 9 3x5= 8 3x8= 3x8= 3x5= 12 7 2x4 II 2x4 II 2-0-73.11.2 4-p-14 4-10-8 l 5-8-2 -14 7-8-9 9-9-0 { 2-0-7 1-10-11 0-1-.12 0-9-10 0-9-10 0-4.12 1-10-11 2-0-7 Plate Offsets(X,Y)-- [1:0-1-12,0-1-12],[2:0-2-4,0-1-8),[5:0-2-4,0-1-8),[6:0-1-12,0-1-12),[7:0-2-0,0.1-0),[8:0-2-8,0-1-8],[9:0-2-4,0-1-8],[10:0-2-4,0-1-8),[11:0-2-8,0-1-8), [12:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.16 9-10 >699 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.51 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8,1-11,5-9,2-10:2x4 SP No.2 REACTIONS. (lb/size) 12=2875/0-5-8,7=2875/0-5-8 Max Uplift 12=-375(LC 8),7=375(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-2751/721,1-2=-4169/1060,2-3=-6214/1530,3-4=-6214/1530,4-5=-6214/1530, 5.6=-4169/1060,6-7=-2751/721 BOT CHORD 10-11=-1060/4169,9-10=-1530/6214,8-9=-1060/4169 WEBS 6-8=-1147/4515,1-11=-1147/4515,5-8=-2241/598,2-11=-2241/598,5-9=-591/2335, 2-10=-591/2335,4-9=-1093/296,3-10=-1093/296 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.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-7-4 zone;C-C for members and forces&MWFRS for reactions shown;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 loaa nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 375 lb uplift at joint 12 and 375 lb uplift at joint 7. LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-588,7-12=-20 0 WARNING-VNIly design parameters and READ NOTES ON THIS AND INCLUDED MI►EK REFERANCE PAGE MA-7473 rev.I(W3/2015 BEFORE USE. ill• Design valid for use only with MileiriS connectors.this design is based only upon ixrameters shown,and Is for an individual building component not a hues system.Before use.the budding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked 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 tries Plate Institute,218 N.Lee Street,Suite 312.Aiexandda.VA 22314. Tampa,FL 33610 'Job Truss Truss Type .Qty !Ply T11457932 13230TOA FG05 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:48 2017 Page 1 I D:RME NI BSOsIpEA2)iFrz5c7yVYhx-T3?r7ixFQBuTQxlUJ2SinZG6mgXX77zvsi76xAz2OfL l 2-1-13 -3 3-1-14 4-0 3 41-1-1 6-3-12 2-1-13 01.1 0-10-5 0-10-5 0-1-12 2-1-13 Scale:1'=1' 3x5= 1 3x5= 2 2x4 II 3 2x4 11 4 —a a _. ^e _..------------------------1__+--M N I 1 THD46 6 THD46 5 6x6= 7 THD46 9 6x6= 3x4 11 3x4 A THD46 I 2-1-13 2-3-9 3-1-14 I 4-0-3 4(l-1 6-3-12 i 2-1-13 0-1-12 0-10-5 0-10-5 0.1.1 2-1-13 Plate Offsets(X,V)-- 16:0-3-0,0-4-81,17:0-3-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.02 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.03 6-7 >999 240 BOLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 1 Code FBC2014/TPI2007 Matrix-MS Weight:66 Ib 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=2132/0-3-7,5=1924/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1151/0,1-2=-2286/0,2-3=-2286/0,3-4=-2286/0,4-5=-1153/0 BOT CHORD 6-7=0/2286 WEBS 4-6=0/2270,1-7=0/2379 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 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 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. 6)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-3.8 oc max.starting at 0-1-12 from the left end to 5-5-4 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-100,5-8=-10 Concentrated Loads(Ib) Vert:8=-851(B)6=-847(B)7=-847(B)9=-848(8) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AKTEK REFERANCE PAGE MI!-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MilektS connectors.Ihis design h Lased only upon parameters shown,and Is for an InciMdual building component,not a truss system.Before use,the brlldkng designer must verify the applicability of design parameters and properly incorporate this design into the overall balking design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always requked for slaWtty and to prevent collapse with possible personal inlrxy and properly damage. For general grldrnce regarding t e fabrication,storage,delivery-erection and bxocI ng of tnrsses and Buss systems,seeANSI/TPIH Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safely Information avateble from Truss Plate institute.218 N.Lee Street,Suite 312,AlexaKdta,VA 22314, Tampa.FL 33610 1 Job Truss Truss Type Qly r Ply T11457933 13230TOA GEB01 FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 S Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:48 2017 Page 1 ID:RME NIBSOsIpEA2jiFrz5c7yVYhx-T3?r7ixFQBuTQxI UJ2SinZG_NgRF73Rvsi76xAz20fL 3-5-8 6-9-4 10-1-0 13-4-12 16-8-8 20-2-0 3-5-8 1 3-3-12 1 3-3-12 3-3-12 } 3-3-12 3-5-8 Scale=1:34.3 4x6= 455= 4x5= 8x12 MT2OHS= 455= 4x5= 4x6= 1 2 3 4 5 6 7 ' • 1 H 1 . 1 1El— i/ ! I d r El, lea- K2 o 13 12 11 10 9 �� 2x4= 4x6= 4x5= 7514 MT2OHS= 455= 4x6= 2x4= 3-5-8 6-9-4 10-1-0 13-4-12 16-8-8 20-2-0 3-5-8 3-3-12 3-3-12 3-3-12 1 3-3-12 1 3-5-8 Plate Offsets(X,Y)-- [1:0-3-8,0-2-0],[4:0-6-0,0-4-8],[7:0-3-8,0-2-0],[9:0-2-8,0-2-0],[13:0-2-8,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP TCLL 54.0 Plate Grip DOL 1.60 TC 0.85 Vert(LL) -0.27 11 >876 360 MT20 244/190 TCDL 5.0 Lumber DOL 1.60 BC 0.83 Vert(TL) -0.67 11 >354 240 MT2OHS 187/143 BCLL 0.0 1 Rep Stress lncr NO WB 0.79 Horz(TL) -0.11 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:118 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 2-4-11 oc bracing. 1.13,2-12,3.11,5.11,6-10,7-9:2x4 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) 14=1791/0-3-8,8=1791/0-3-8 Max Uplift 14—1791(LC 3),8=-1791(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1748/1595,1-2=-3440/3437,2-3=-5953/5953,3-4=-7471/7475,4-5=-7471/7475, 5-6=-5953/5953,6-7=-3440/3437,7.8=-1748/1595 BOT CHORD 12-13=-3437/3440,11-12=-5953/5953,10.11=-5953/5953,9-10=-3437/3440 WEBS 2-13=-1507/1109,3-12=-1096/749,4-11=-1360/1001,5-10=-1096/749,6-9.1507/1109, 1-13=-3653/3670,2-12=-2761/2759,3-11.1671/1666,5-11=-1671/1666, 6-10=-2761/2759,7-9=-3653/3670 NOTES- 1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 2)All plates are MT20 plates unless otherwise indicated. 3)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1791 lb uplift at joint 14 and 1791 lb uplift at joint 8. 5)Load case(s)1,3 has/have been modified.Building designer must review loads to verity that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 16-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down and 1038 lb up at 10-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:8-14=-10,1-7=-118 Continued on oaae 2 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10W312015 BEFORE USE. mil• Design valid for use only with Mliekl,connect rs.This design Is based only upon parameters shown.end Is for an individual building component.not a truss system.Before use-the building designer must verily the appticablity of design parameters and properly Incorporate this design into the overall balking design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, Is always regaled for stability and to prevent collapse with possible personal injuy and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and taus systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety UMormalton avclable from Truss Plate Institute.218 N.Lee Street,Shite 312.Alexandria,VA 22314. Tampa,FL 33610 IJob Truss ITruss Type Qty a Ply 13230TOA GEB01 FLOOR 2 1 TI1457933 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:48 2017 Page 2 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-T3?r7ixFQBuTQxi UJ2SinZG_NgRF73Rvsi76xAz20f L LOAD CASE(S) Standard Except: 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:4=1038(F) 0 WARNING-V.rlly design param.r rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 r.v.I0/03/2015 BEFORE USE. Design valid for use only with MIlekfw connectors.This design is based only upon Parameters shown,and Is for an individual bolding component,not a truss system.Before use,the building designer must vedty the applicability of design parameters and properly incorporate thls design Into the overall biding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent callcpse with possible personal injury and property damage. For general gickarnce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see.ANSI/lPi l Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Stile 312,Nexandrka VA 22314. Tampa,FL 33610 Job truss Truss Type r Qty, Ply 711457934 13230TOA HJO2 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8.210 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries,Inc. Mon Jun 26 15:51:36 2017 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-W 6i W F5B6K160wYOGG5LmXKEXTsTwJCkW 5x5Xpvz2Ner I 2-9-3 ____I 2.9.3 4.95 •12 Scale=1:18.2 2 t,, 2x4 I', 1 d sii ii 3 .411110 4 2x4 I! Plate Offsets(X,Y)-- 14:0-2-0,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) tfdefl L/d i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.04 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=102/0-7-0,2=73/Mechanical,3=29/Mechanical Max Horz 4=97(LC 12) Max Uplift 2=-65(LC 12),3=-16(LC 12) Max Gray 4=102(LC 1),2=73(LC 1),3=50(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=lotmph;TCDL=5.0psh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 65 lb uplift at joint 2 and 16 lb uplift at joint 3. LOAD CASE(S) Standard r l A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1&03f2015 BEFORE USE. Ig• Design valid for use only with Mllek©connectors.This design is based only upon Ixauneters shown.and Is tor an kndlvkkxa building component,not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly limn orp urto this dosign Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional tornpxxay and I xxrnanont tracing MiTek* is always required for statAtty and to prevent collapse with possible personal k4tiy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems.see-ANSI/Tell QuaNty CrIeria,DS11-89 and SCSI BuNding Component 6904 Parke East Blvd. Safely Information available from Truss Rate Insttute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Oty r Ply T114579351 13230T0A HJ12 Jack-Open Girder 2 1 I ` Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:49 2017 Page 1 I D:RMENIBS0sIpEA2jiFrz5c7yVYhx-xFZDL2ytBV0K24tgIIzxJnolpEw25i234MnTdz2OfK I 293 2-9-3 Scale=1:13.1 fi 4.95 FE 21M II 2x411 1 co 0 N N GD 6Il i, 4 =' 3 117, 2x4 I I 10-3-8 1 2-9-3 I 0-3-8 2-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.21 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=102/0-4-15,2=72/Mechanical,3=30/Mechanical Max Horz 4=65(LC 12) Max Uplift 4=-40(LC 12),2=-53(LC 12),3=-33(LC 12) Max Gray 4=102(LC 1),2=72(LC 1),3=49(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left exposed;end vertical 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)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 40 lb uplift at joint 4,53 lb uplift at joint 2 and 33 lb uplift at joint 3. 4 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/7473 rev.10103/2015 BEFORE USE. mil- Design valid for use only with Weld/connectors.this design Is based only upon parameters shown.and Is for atn Individual briding component,not a truss system.Before use.the building designer must verify the ups alk ability of design Ixranekrs and properly incorporate this design Into the overall hulling design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members oily.Additional temporary and permanent bracing MiTek• is always required for sicWtty and to prevent cdlapse with possible personal injury and property damage. For general guidance regarding the fobncatkn,storage,delivery,erection and bracing of trusses and truss systems.s eANSI/IPtt Quality Crteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Solely Information available from Trus Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tempe.FL 33610 'Job Truss fruss Type iOty Ply 711457936 13230TOA J02 Jack-Open '1 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:6.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries,Inc. Mon Jun 26 15:51:53 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-W NExgvOmKGFbS9BX1991jvRTOjH8oux0?5ixwOz2Nea 2-0-0 2-0-0 700 FIT 2 Scale=1:18.4 2x4 I - , M a d dA ri 4 3 2x4 II ----------- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=74/0-5-8,2=53/Mechanical,3=21/Mechanical Max Horz 4=98(LC 12) Max Uplift 2=-67(LC 12),3=-29(LC 12) Max Gray 4=74(LC 18),2=70(LC 17),3=44(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Ops1;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 2 and 29 lb uplift at joint 3. LOAD CASE(S) Standard t 1 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE M8-7473 rev.1073/2015 BEFORE USE. Design valid for use only with Wel*connectors.This design Is based only upon parameters shown,and is for an individual[miring component.not a truss system.Before use.the bulling designer must verify the applicability of design parameters and properly incorporate this design into the overall bolding design. Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent txacIng MiTek" Is always required for stablitty and to prevent collapse with possible personal Injury and properly damage. For general gticfdrrce regcrcing the 6904 Parke East Blvd.fabricatio n,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Catena.DS8and -89 SCSI Bolding Component Safety Information avdlabte from Truss Plate Institute,218 N.Lee Street,Stale 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 111457937 1323010A J06 Jack-Open 4 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:52:04 2017 Page 1 I D:RM ENI BSOsIpEA2ji Frz5c7yVYhx-IVP68gXgked t HsXevzsKgEOGO8ztttgeXlt0pHz2NeP 6-0-0 6-0-0 Scale=1:25.8 2 7.00 12 6 3x4 l 5 M 4 3 3x4= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-4 >883 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.16 3-4 >422 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.08 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=232/0-5-8,2=160/Mechanical,3=72/Mechanical Max Horz 4=160(LC 12) Max Uplift 4=-3(LC 12),2=-120(LC 12) Max Gray 4=232(LC 1),2=174(LC 17),3=111(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=41t;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 5.11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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.Ops1 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 3 lb uplift at joint 4 and 120 lb uplift at joint 2. LOAD CASE(S) Standard r, N 0 WARNING-Welty design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1F7473 rev.10/03/20I5 BEFORE USE mi Desig1 valid for use only with MIIekLo connectors.Itis design Is based only upon parameters shown-and Is for an Individual bolding comp>on>ent,not a truss system.Before use.the twlt<lnXt designer must verify the applicability of design parameters and properly incorporate this design Into the overall txllldng design. Bracing Indicated Is to prevent budding of to dfvldud truss web aunt/or chord members only. bracing Add temporary and permanent acing M I l;� e k' is always requ ked for stabally and to prevent collapse with posstrle personal Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and BCSI Butidng Component 6904 Parke East Blvd. Safety Information avdable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314- Tampa.FL 33610 Job Truss Truss Type Qty Ply T11457938 13230TOA J12 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:51 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-tegzmjz8j6G2H003 A?PPCufO2eNKbYMYgMmYVz2011 1-10-8 1-10-8 700 Fff Scale=1:18.5 2 ' 2x4 II 1 a d A I 4 2x4 II 3 1-10-8 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incl YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=69/0-4-0,2=50/Mechanical,3=19/Mechanical Max Horz 4=41(LC 12) Max Uplift 2=-56(LC 12),3=-15(LC 12) Max Gray 4=69(LC 1),2=59(LC 17),3=34(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 56 lb uplift at joint 2 and 15 lb uplift at joint 3. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO-7473 rev.10.03/2015 BEFORE USE. Design valid for use only with Mllek?O connectors.This design is based only upon parameters shown.and Is for an Individual briding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent colclpse N./fib possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Bolding Component 6904 Parke East Blvd. Soley Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 711457939 13230TOA J16 Jack-Open 7 1 Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries,Inc. Mon Jun 26 15:52:19 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-INpmHoi4CFWva9AXHddsnOWm7B21 ulNrz8?Jrwz2NeA 6-0-0 _,- 6-0-0 Scale=1:31.2 2 7.00172- 6 .00 126 5 _m 3x4 II 1 d ►Z 4 4x5 3 Plate Offsets(X,Y)-- (4:0-2-8,0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. I DEFT. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.12 3-4 >599 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.20 3-4 >356 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.28 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:22 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 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. (Ib/size) 4=232/0-5-8,2=162/Mechanical,3=69/Mechanical Max Horz 4=193(LC 12) Max Uplift 2=-138(LC 12),3=-11(LC 12) Max Gray 4=232(LC 1),2=182(LC 17),3=112(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;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 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(byothers)of truss to bearingplatecapable of withstanding138 lb uplift at 2 and 11 lb uplift at p jointp joint 3. LOAD CASE(S) Standard 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/201S BEFORE USE ig• Design valid for use only with MITeke connectors.Ills design is based only upon parameters shown,and is for an indvkitan bolding component,not a truss system.Before use,the building designer must verity the oppticalAlty of design Ixncrneters and properly incorporate this design into the overall buitdng design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal"guy end property damage. For general guidance rewarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trust Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 711457940 13230TOA J22 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:52 2017 Page 1 I D:RMENIBSOsIpEA2ji Frz5c7yVYhx-LgELz3_m000wYbFYuW exPQrER_z32oVnK5J4xz2Of H 2-0-0 2-0-0 Scale=1:13.3 2 r,7.00 12 1 J 2x4 II 1 < N I I 1 4 2x411 3 .0-3-0 2-0-0 0-3.0' 1-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.00 3-4 >999 180 BOLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=74/0-3-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=66(LC 12) Max Uplift 4=-14(LC 8),2=-48(LC 12),3=-30(LC 12) Max Gray 4=74(LC 1),2=58(LC 17),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=241h eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical 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)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 14 lb uplift at joint 4,48 lb uplift at joint 2 and 30 lb uplift at joint 3. a WARNING-Vert!),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.IG V3,2015 BEFORE USE Design vdki for use only with Mileki connectors.TNs design Is based only upon parameters shown,and Is for an individual al bulding component,not a truss system.Before use,the txilding designer must verity the applicability of design paarneters and properly incorporate this design into the overall briding design. Bracing indicated Is to prevent heckling of IndMdud truss web and/or chord members only. Additional temporay and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal Ir9ay and property damage. For general guidance regarding the fabricatkn storage,delivery,erection and bracing of tr sses and truss systems,seeANSI/IPI I Qualify Criteria.DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tamps,FL 33610 Job !Truss Truss type Qty Ply T11457941'. 13230TOA I.126 I Jack-Open 6 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run:8 110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:52:39 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-AEOKUeydUO24_EiNSq_YbcLF6FtBaiKoaFrNXmz2Nds 6-0-0 6-0-0 Scale=1:24.6 2 1 7.00 12 6 • a b 5 rb 3x4 II tr• , 02 3x4= 3 4.1 4-1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Verl(LL) 0.20 3-4 >348 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Verl(TL) -0.16 3-4 >444 180 BCLL 0.0 * Rep Stress Incl YES WB 0.00 Horz(TL) -0.09 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 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) 4=232/0-3-8,2=160/Mechanical,3=72/Mechanical Max Horz 4=160(LC 12) Max Uplift 4=-85(LC 12),2=-129(LC 12),3=-72(LC 12) Max Gray 4=232(LC 1),2=168(LC 17),3=111(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vul1=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0psf;h=251t;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 5-11-4 zone;cantilever left exposed;end vertical 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)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 85 lb uplift at joint 4,129 lb uplift at joint 2 and 72 lb uplift at joint 3. LOAD CASE(S) Standard 1d 0 WARNING-Verify design peremMere and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiteloN connectors.This design Is based only upon parameters shown.and Is for an krdMdual 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 In dNidual truss and/or web chord members only.Additional temporary and permanent tracing MiTek* is always required for stability and to prevent cdlwse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and LxacIng of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safsly Intormalton available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply j T11457942 113230TOA PB01 Piggyback 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:53 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-pOokAP?OFkWmXiAS6bt tUdz1 yrL4oVvf?._rtdOz201G 4-2-1 4-2-1 4x5 II Scale=1:8.2 3 7.00F12- - 4 2 -:4411111111671/1 5 � I � 1 ` en d Y •• ••• • •• •••• • ••••••••••• ow"; •:•:•:❖:•:•••• • To i•ii•Oi•i•iiiiii1•i0••S .��•���•�����•�%��%%%%i i 6 2x4— 2x4 I 2x4 4-2-1 4-2-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) 0.00 4 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 4 rVr 120 BCLL. 0.0 ' Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-1 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=90/2-5-12,4=90/2-5-12,6=83/2-5-12 Max Horz 2=-29(LC 10) Max Uplift 2=-58(LC 12),4=-58(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.Ops1;BCDL=5.Opsi;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 58 lb uplift at joint 2 and 58 lb uplift at joint 4. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi kleD connectors.this design is based only upon parameters shown.and Is for an inclivklual brkikng component,not a hues system.Before use,the building designer must verify the<;KTlicabllity of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated Is to prevent heckling of Individual truss wet)and/or chord members only. Additional temporary and permanent tracing M iTek• Is Always required for statAilty 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.sec:ANSI/1PD Quality Criteria,DSB-89 and SCSI Building Component 6004 Parke East Bbd. Safety Intormallon avaltal le from Bus Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty ,Ply 13230TOA PB02 Piggyback 3 1 T11457943 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:54 2017 Page 1 ID:RMENI BSOsIpEA2jiFrz5c7yVYhx-H DM601?001 fd8sleglY60gVB5FhyXy2oEeaO9gz2OfF 2-9-7 5-6-15 2-9-7 2-9-7 I Scale:1".1' 4x5 'V 3 7.00 FIT 4 2 _ t to I77 6 2x4= 2x4 II 2x4= 5-6-15 5-6-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 5 Nr 120 BCLL 0.0 ' Rep Stress Incr. YES WB 0.02 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 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) 2=117/3-10-10,4=117/3-10-10,6=141/3-10-10 Max Horz 2=-41(LC 10) Max Uplift 2=-67(LC 12),4=-67(LC 12),6=-3(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;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)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 20.0psf 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 67 lb uplift at joint 2,67 lb uplift at joint 4 and 3 lb uplift at joint 6. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 1 I i A WARNING-VMry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1W0312015 BEFORE USE Design valid for use only with kMlekb connectors.this design is bosun 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 i nJtry and property damage. For general guklaoe regarding the tot xk;atkxt storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa.FL 33610 'Job Truss ITruss Type Qty 4 Ply I T11457944 13230TOA TO1 (GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:56 2017 Page 1 I D:RM E NIBSOsIpEA2jiFrz5c7yVYhx-E bUspR 1 GYIvLO9v1 njba6FbNn3AY?eg5hy3XDjz2OlD 6-0-0 12-1-8 17-10-9 24-3-0 6-0-0 6-1-8 5-9-1 6-4-7 5x6= Scale:1/4-.1' 3 Oil 7.00 12 `53 54 4x5 i 2 4 6x8� 4.0011? AI110111!)"111111111:: 555 4 x5 1 52 `� . as, SG 10 9 8 7 4x5= 7x10= 4x5= 3x5 II 0.3/0 6-0-0 i 12-1-8 I 17-10-9 I 24-0-0 24-3-0 0-3-0 5-9-0 6-1-8 5-9-1 6-1-7 0-3-0 Plate Offsets(X,Y)-- 11:0-0-0,0-0-151,17:0-3-0,0-1-81,143:0-1-0,0-2-01,148:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.74 10-51 >390 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.87 10-51 >334 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:208 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 3-1-15 oc bracing. 2-9:2x4 SP No.2 WEBS 1 Row at midpt 6-8 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=964/0-3-8,7=964/0-3-8 1 Max Horz 1=214(LC 11) Max Uplift 1=-594(LC 12),7=-595(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1423/1299,2-3=-1057/1140,3-4=-1050/1110,4-5=-1260/1303,5-6=-1261/1267, 6.7=-901/873 BOT CHORD 1-10=-1149/1155,9-10=-1149/1155,8-9=-1214/1173 WEBS 2-11=-474/372,9-11=-528/548,3-9=-955/671,4-9=-429/482,8.48=-1145/1132, 6-48=-1170/1164,10-11=-285/227 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=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpl=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-8,Exterior(2)12-1-8 to 15-1-8,Interior(1)17-10-9 to 24-1-4 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.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)Solid blocking is required on both sides of the truss at joint(s),1. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 594 lb uplift at joint 1 and 595 lb uplift at joint 7. I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE 6111-7473 rev.1002x2016 BEFORE USE. Mt Design valid for use only with MiTek&connectors.This design Is based only upon parameters shown,and Is for an ixAvkAral 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 b uldirg 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 wIh possible personal kftury and properly damage. For general guidance regarding the fabk:ation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSS-89 and SCSI Building Component 6004 Parka East BNd. Soley Inlormatlon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job truss Truss Type Qty 1 Ply 711457945 13230TOA T02 Roof Special 5 1 i Job Reference(optional) Building Component Supply,Jacksonvtle,Fl 32256 Run:8.110 s Mar 31 2017 Pent:8.110 s Apr 13 2017 MiTek Industries,Inc. Mon Jun 26 15:52.57 2017 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-eh68FoAvFwJ W 8?4gVclmJP4G7V_ioewRj2CKAjz2Nda 6.2.8 12-1-8 18-0-5 24-3-0 6-2-8 i 5.11.0 i 5-10-13 } 6-2-11 5x6= Scale:1/4'=1' 4 7.00 12 18 19 4x53-: 5 6x8= 4.00 12 20 n 00000.4x5 5x6 i 2 17 6 � , 0-p 1, 1:� L• b = .. x �� 10 9 8 "7 4x10 II 2x4 II 7x10= 4x5= 3x5 11 0-4-12 6-2-8 l 12-1=8 18-0-5 I 23-10-42j-O 0 0-4- 2 5-9-12 5-11-0 5-10-13 5-9-15 0-4-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.17 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 1 Vert(TL) -0.22 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) -0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 GOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. SLIDER Left 2x8 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=980/0-3-8,7=948/0-3-8 Max Horz 1=229(LC 11) Max Uplift 1=-604(LC 12),7=-586(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-1252/1232,3-17.1204/1257,3-18=-965/1002,4-18=-877/1018,4-19=-879/1014, 5.19=-968/998,5-20.1097/1178,6-20=-1154/1168,6-7=-890/872 BOT CHORD 1-10=-1066/998,9-10=-1066/998,8.9.1103/1049 WEBS 5-9=-384/450,4-9=-792/536,5-8=-254/101,6-8.1073/1044,3-9=-376/388 NOTES- 1)Unbalanced root 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=4lt 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 12-1-8,Exterior(2)12-1-8 to 15-1-8,Interior(1)18-0-5 to 24-1-4 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)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 604 lb uplift at joint 1 and 586 lb uplift at joint 7. LOAD CASE(S) Standard V WARNING-Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8.7473 rev.10/032015 BEFORE USE. mit [Design valid for use only with MllekS)connectors.This design is based only upon parameters shown.and Is for an individual bulding component,ent,not o truss system.Before use,to hulking 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 taus web and/or chord members only. Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal kdtsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing or trusses and taus systems.seeANSt/IPI1 Quality Crtt•rla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plane kuiltute.218 N.Lee Street,Srile 312,Alexandria,VA 22314. --- Tampa,FL 33610 Job Truss Truss Type Oty Ply TI1457946 13230TOA 103 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:57 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-io2E0n2vJy1 COJUDLR6peT7axSZLk9TEwcp4m9z2OfC I 6-2-8 12-1-8 i 18-0-5 22-0-1 26-3-5 i 6-2-8 5-11-0 5-10-13 3-11-12 4-3-4 5x6= Scale=1:51.0 4 lirliiN 7.00 12 17 18 sisolov 4x5 i5 6x8 4.00 LII 3 =. 4x5 r: 6 19 16 : 2x4 II m 5x6 2 7 1 0 11 10 9 8 4x10 II 2x4 I 7x10= 4x5= 4x5= 6.2-8I 12-1-8 I 18-0-5 i 26-2-14 5 6-2-8 5-11-0 5-10-13 8-2-9 0.0.6 Plate Offsets(Xy)-- 11:0-3-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. l DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.32 8-9 >983 180 BCLL 0.0 * Rep Stress lncr YES WB 0.68 Horz(TL) 0.07 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. SLIDER Left 2x8 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. i REACTIONS. (lb/size) 1=1045/0-5-8,8=1045/0-7-0 Max Horz 1=205(LC 11) Max Uplift 1=-274(LC 12),8=-274(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1482/456,3-4=-1144/430,4-5=-1140/422,5.6=-1534/480 BOT CHORD 1-11=-360/1256,10-11=-360/1256,9-10=-390/1418,8-9=-410/1229 WEBS 5-10=-623/249,4-10=-210/753,6-9=0/286,3-10=-471/205,6-8=-1424/473 NOTES- 1)Unbalanced root 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=4511 L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3.0-0,Interior(1)3-0-0 to 12-1-8,Exterior(2)12-1-8 to 15-1-8,Interior(1)18-0-5 to 26-1-9 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 20.0psf 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 274 lb uplift at joint 1 and 274 lb uplift at Joint 8. milA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE ME-7473 nee 1693/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design Is based only upon parameters shown.and Is for an individual building component-not a huss system.Before use-the building designer must verify the apt rlicablIty of design rxratneters and properly inaxporate this design into the overall bulling design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always requked for stablity and to prevent collapse wIh possible personal injury and properly damage. For general guidance regarding the kixicatbn,storage,delivery,erection and/.racing of trusses and tnrss systems.see.ANSI/1PI1 Qualify Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon avdta le from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty . Ply 1 111457947 13230TOA 104 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:58 2017 Page 1 ID:RME NIBSOsIpEA2jiFrz5c7yVYhx-AcdE 72X4G93dT3Pv8d2Bggk3suNTZRO9GYdlbz20fB 6-2-8 12.1.8 18-0-5 23-0-1 28-3-5 6-2-8 5-11-0 5.10-13 4-11-12 5-3-4 5x6= Scale=1:52.7 4 1 Ir. 7.00 12 18 19 4x5 5 6x8 a 3 4.001 12 .PN sow ti M 4x5 6 5x6-i 17 �^ 20 4x5 , •••••,./0" ... 2 7 1 F aAll 12 11 10 9 8 4x10 II 2x4 I I 7x10= 6x6= 4x10= 2x4 I I 6-2-8 12-1-8I 18-0-5 23-0-1 I 28-3-5 6-2-8 5-11-0 5-10-13 4-11-12 5-3-4 Plate Offsets(X,Y)-- ]1:0-3-8,Edge],(9:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.10 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.26 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 ; Matrix-MS Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. SLIDER Left 2x8 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1125/0-5-8,8=1125/0-7-0 Max Horz 1.206(LC 10) Max Uplift 1=-295(LC 12),8=-295(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1608/494,3-4=-1292/467,4-5=-1289/463,5-6=-1905/593,6-7.2033/601, 7-8=-1065/373 BOT CHORD 1-12=-350/1325,11-12=-350/1325,10-11.454/1748,9-10=-538/1885 WEBS 5-11.871/331,4-11=-248/880,5-10=0/260,7-9=-466/1745,3-11=-454/203 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-010 3.0-0,Interior(1)3-0-0 to 12-1-8,Exterior(2)12-1-8 to 15-1-8,Interior(1)18-0-5 to 28-1-9 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 20.0psf 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 295 lb uplift at joint 1 and 295 lb uplift at joint 8. s i � 0 WARNING-Verify d.Nyn penrmbrs and READ NOTES ON THIS AND INCLUDED ANIEK REFERANCE PAGE ARI-7473 rev.1003/2015 BEFORE USE I t. Design vdld for use only with Milekii connectors.This design Is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use.the hulking designer must verify the appllcablity of design parameters and properly Incorporate this design Into the overall ;� bulling design. Bracing Indicated Is to prevent buckling of IndMktud truss web and/or chord members only.Additional temporary and permanent bracing MR** leis' is always reyu ked for slaMtty and to prevent collapse with possiie personal inlay and properly damage. For general gridcnce regadng the fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSt/TPI I Cualty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irdormalton avclable from Truss Plate nsttlute,218 N.Lee Street.Suite 312-Alexandria,VA 22314. Tampa.FL 33610 Job ;Truss Truss Type Qty Ply T11457948 13230TOA 1105 Roof Special 3 1 I Job Reference(optional) Building Component Supply. Jacksonville,FL-32256, 8.120 S Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:42:59 2017 Page 1 I D:RM ENI BSOsIpEA2jiFrz5c7yVYhx-eA97RT39raHwFddbSs8Hjt0uaGBAC7hXOwl Bq 1 z2OfA I 6-2-8 12-1-8 18-0-5 23-11-2 29-11-0 6-2-8 5-11-0 5-10-13 5-10-12 5-11-14 5x6= Scale=1:55.9 4 '7 7.007 20 21 4x5 i 6x8 3 5 4.001. 7- i IN 4x5 19 5x6 i 6 2 22 1 7 m O 11 10 9 8 4x10 I 2x4 II 7x10= 6x8= 2x4 I 4x5= 3x8 !I 1 6-2-8 I 12-1-8 18-0-5 23-11-2 I 29-11-0 6-2-8 5-11-0 5-10-13 5-10-12 5-11-14 Plate Offsets(X,Y)-- ]1:0-3-8,Edge],[7:0-0-0,0-1-13],17:0-3-2,Edge] LOADING (psf) SPACING- 2-0-0 I 1 CSI. DEFL. in (lac) 11de11 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.42 8-9 >863 180 BCLL 0.0 * Rep Stress lncr YES WB 0.44 j Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10 WEDGE MiTek recommends that Stabilizers and required cross bracing i Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x8 SP No.2 2-0-0 Installation guide. REACTIONS. (lb/size) 1=1197/0-5-8,7=1197/0-5-8 Max Horz 1=-205(LC 10) Max Uplift 1=-314(LC 12),7=-314(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1729/527,3-4=-1422/502,4-5=-1421/500,5-6=-2253/679,6-7=-2751/806 BOT CHORD 1-11=-334/1418,10-11=-334/1418,9-10=-495/2063,8-9=-696/2558,7-8=-696/2558 WEBS 4-10=-286/993,5-9=-23/387,6-9=-537/216,5-10=-1120/397,3-10=-443/199 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=241t;eave=oft;Cat. II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3.0.0 to 12-1.8,Exterior(2)12-1-8 to 15-1-8,Interior(1)18-0-5 to 29-11-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 314 lb uplift at joint 1 and 314 lb uplift at joint 7. f A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.161)1Z015 BEFORE USE. Mt ikaslcrn valki for use only with Milek+D connectors.Reis design is based only utx>n parameters shown-and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design pxxcxneters 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. Addt anal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inlay end property damage.For general guidance regarding the fabricatkri storage,delivery,erection and tracking of trusses and truss systems.seeANSt/lM1 Quality CrIbda,DSB-69 and SCSI BuHd sg Component 6904 Parke East Blvd. Safety Information available horn RUSs Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty • 1 Ply TI1457949 13230TOA T06 Roof Special 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:00 2017 Page 1 I D:RME NIBSOsIpEA2JPFrz5c7yVYhx-6NjNeo4nctPmtnCoOZf W G512jgXUxaQgca 1 kM Uz2Of9 6-1-0 12-0-0 17-10-13 23-9-10 29-9-8 6-1-0 I 5-11-0 5-10-13 I 5-10-12 5-11-14 5x6= Scale=1:55.8 4 7.00 12 20 21 4x5 i 6x8 3 5 4.00112 4x5 C " i 6 5x6 i 19 2 �� 22 1 sr. 7 co a 'i t . • $ ! a Id c. 11 10 9 8 4x10 I 2x4 II 7x10= 6x8= 2x4 11 4x5= 3x8 I 6-1-0 I 12-0-0 17-10-13 I 23-9-10 I 29-9-8 l 6-1-0 5-11-0 5-10-13 5-10-12 5-11-14 Plate Offsets(X,Y)-- (1:0-3.4,0-0-61,I7:Edge,0-1-131,17:0-3-2,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.16 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.42 8-9 >853 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(TL) 0.11 7 rVa n/a BCDL 10.0 Code FBC2014/rPI2007 Matrix-MS Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer 1 SLIDER Left 2x8 SP No.2 2-0-0 Installation guide. I REACTIONS. (lb/size) 1=1192/0-4-0,7=1192/Mechanical Max Horz 1=-204(LC 10) Max Uplift 1=-313(LC 12),7=-312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1692/517,3-4=-1407/499,4-5=-1408/496,5-6=-2238/675,6-7=-2738/802 BOT CHORD 1-11=-324/1382,10-11=-324/1382,9-10=-491/2048,8-9=-692/2545,7-8=-692/2545 WEBS 4-10=-281/976,5-10=-1115/396,5-9=-23/386,6-9=-538/216,3-10=-412/190 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.Ops1;h=25ft;B=45ft;L=24ft;eave=4tt;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 12-0-0,Exterior(2)12-0-0 to 15-0-0,Interior(1)17-10-13 to 29-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 1 and 312 lb uplift at joint 7. I / wit A WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/D3/2015 BEFORE USE. Design valid for use only with MIIek2 connectors.This design is based only upon parameters shown,and Is for an individual luldi ng 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 bxildfng 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 Iniury and property damage. far general guidance regarding the faXricatkrn,storage,delivery,erection and bracing of trusses and truss systems,seeANSU1pI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safely Information avdwble from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 111457950 13230TOA T07 Monoplch Girder 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Ft 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek industries.Inc. Mon Jun 26 15:53:24 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx•MuELw1 VruDiht8e0bmH5w5i_sOEldshOwlFFdfz2Nd9 6.0-0 6-0-0 Scale=1:26.7 4x6 2 7.00 12 • on 41(1 5 1043x8�� 11 3 3x6 II 4x5= THD26 THD26 2x4 Plate Offsets(X,Y)-• (1:0-3-3,0-0-21,I2:0-2-8,0-1-121.f4:0-3-7,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.05 3-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.82 Horz(TL) 0.01 1 n/a r/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directfy applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1351/0-5-8,3=1460/Mechanical Max Horz 1=140(LC 8) Max Uplift 1=-144(LC 8),3=-262(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1564/186,2-3=-1121/252 BOT CHORD 1-5=-394/770,5-10=-204/1269,4-10=-204/1269 WEBS 2-4=-345/2149 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left exposed;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 144 lb uplift at joint 1 and 262 lb uplift at joint 3. 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)T06(1 ply 2x4 SP)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-60,3-6=-20 Concentrated Loads(Ib) Ven:10=-1172(B)11=-1172(B) 1 N M- A WARNING-timely design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Md-7473 roe.10103/2015 BEFORE USE. Design valid for use only with Mileke connectors.This design Is based only upon txxaxmeters shown,and is for an k dIvldral building component.not a truss system.Before use.the buNdng designer must verify the applicability of design parameters and properly incorporate this design Into the overdt building design. Racing Indicated Is to prevent buckling of IndiAdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for staWBy 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/IPt I Quality Criteria,DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Satiety Information available from Truss Plate Institute.218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss ;Truss Type Qty Ply 711457951, 11323010A 108 Root Special Girder 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run 8.110 s Mar 31 2017 Print 8.110 s Apr 13 2017 MiTek Industries,Inc. Mon Jun 26 1553:25 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-g4oj8NVTIXgYVIDC8UpKSJF1 ZoUiMHnZ9P_p95z2Nd8 I 5-10-8 i 12.0.0 4 18-1-8 l 23-5-4 I 27-5-8 I 31-5-12 I 35-6-0 l 39-8-0 5-10-8 6-1-8 6-1-8 5-3-12 4-0-4 4-0-4 4-0-4 4-2-0 Scale=1:73.6 5x6_ 7.00 12 3 C' NAILED NAILED 4x6= 6x6= 6x6= 4x10= 6x6= 2x4 I I 5x6= 5x6= 4 5 6 7 NAILED 8 NAILED 9 u ii 20 21 /. I I .1[IL. -_ t L _ F`° I •ai. rn "' nr N 18 17 16 15 14 13 22 12 23 11 24 10 2x4 II 4x6= 7x14 MT2OHS= 4x5= 7x14 MT2OHS= 6x6= 8x12 MT2OHS= 6x6= 3x12 M18SHS,1 THD26 NAILED NAILED NAILED NAILED I 5-10-8 12-0-0 l 18-1-8 1 23-5-4______1__27-5-8 _ I 31-5-12 l 35-6-0 I 39-8-0 , 5-10-8 6-1-8 6-1-8 5-3-12 4-0-4 4-0-4 4-0-4 4-2-0 ' Plate Offsets(X,Y)-- 11:0-2-0,0-2-01,18:0-2-4,0-2-81,(9:0.2-4,0-2-01,111:0-2-4,0-3-01,112:0-6-0,0-4-81,(13:0-3-0,0-3-12),117:0-2-0,0-2-01,118:0-2-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.40 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.01 14-15 >467 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.20 10 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:261 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-3,3-4:2x4 SP No.1,4-6:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. BOT CHORD 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.3-9-10 10-12:2x6 SP No.2,12-14:2x6 SP SS,14-16:2x4 SP SS 2x6 SP No.2-4-16 WEBS 2x4 SP No.3*Except* Fasten(2X) T and I braces to narrow edge of web with 10d 1-17,2-16,4-16,9-11,5-13,8-12,6-12:2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. OTHERS 2x4 SP No.3 Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing I I be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 18=2004/0-4-0,10=3193/0-4-0 Max Horz 18=101(LC 7) Max Uplift 18=-487(LC 8),10=-729(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-1B=-1948/507,1-2=-2446/586,2-3=-2858/717,3.4=-2857/716,4-5=5661/1311, 5-19=-6269/1369,6-19=-6269/1369,6-7_5354/1152,7-20=-5354/1152,8-20=-5354/1152, 8-21=-2960/656,9-21=-2960/656,9-10=-3091/743 BOT CHORD 16-17=-603/2506,15-16=-1311/5645,14-15=-1381/6103,13-14=-1379/6102, 13-22=-1365/6243,12-22=-1365/6243,12-23=-656/2960,11-23=-656/2960 WEBS 1-17=-717/3003,2-17=-1670/494,3-16=-505/2394,4-16=-3912/933,4-15=-83/534, 5-15=-674/232,9-11=-917/4149,5-13=-599/464,8-11=-2878/761,6-13=-106/702, 8-12=-702/3389,6-12=-1282/307,7-12=-365/249 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=5fh Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 487 lb uplift at joint 18 and 729 lb uplift at joint 10. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 29-10-4 from the left end to connect truss(es) T07(1 ply 2x6 SP)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"Indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails per NDS guidlines. 11)Warning:Additional permanent and stability bracing for truss system(not pad of this component design)is always required. 12\J a liO TF(S)section.loads aoolied to the face of the tniss are noted as front(F)or back(B). o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10.03(2015 BEFORE USE. ml. Design valid for use only with MITeis S connectors.this design is based only upon parameters shown,and Is lor an individual balding component.not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incogxxate this design into the overall bulling design. Brachg Indicated Is to prevent budding of IndlNdual truss web and/or chard members only.Additional temporary and permanent bracing MiTek' j Is always required for stability and to prevent collapse with possde personal Iniury and property damage. For general guidance regarding the tabricatlori storage,delivery,erection and bxachg of trusses and tries systems,seeANSI/IPI1 Qualify Criteria,DSB-89 and BCSI Bull ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Skeet,Suite 312.Alexandria.VA 22314. Tempa.FL 33610 Job truss I Truss Type Qty Ply T11457951 13230TOA T08 1 Root Special Girder 1 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 Run8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:53:26 2017 Page 2 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-IGMSLi W 6QgzP6SoPiBKZ?W nCJCgx5k1 iN3kMhXz2Nd7 LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-3=-60,3-4=-60,4-9=-60,10-18=-20 Concentrated Loads(Ib) Vert:11=-52(F)8=-100(F)12=-52(F)7=-100(F)20=100(F)21=-100(F)22=-1440(F)23=-52(F)24=-52(F) 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE MN•7473 rev.1033(201S BEFORE USE MB Design valid for use only with Mi1ekl:connectors.This design Is based only upon parameters shown.and Is lot an individual bulding component,not a Russ system.Before use,the building designer must verify the applIcablity of design Ixxameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent budding of IndNidual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for sictAlity and to prevent collapse with possible personal ini ry and properly damage. For general guidance regacting the 6904 Parke East Blvd. storage,dellery,erection and bracing of mases and teas systems,seeANSI/1P11 QuaIly Criteria,D58-0 m 9 and BCSI Building Coponent Safely Information avdtabde from Truss Plate frnsttute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job friss ts Type • rusQty Ply 1 1323010A T09 Roof Special It 1 711 457952 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:53:27 2017 Page 1 I D:RMENI BSOslpEA2jiFrz5c7yVYhx-mTwUY2XkB85GkcNbGvroXkKM Kb9igAzscj UvD_z2Nd6 7-7.4 } 12-0-0 I 16-4-12 I 24-0-11 31-8-9_______� 39-8-0 7-7-4 4-4-12 4-4-12 7-7-15 7-7-15 7-11-7 Scale=1:69.5 5x8= 7.00112 3 4x5= 6x6= 15/ 16 5x12 3x4// 3x4// 2x4 II 6x8= 4x5= 1 / 4 3x4// 3x4// 3x4// 6 7 ,J a 14 ta/// 17 18 c' ' NNI414ININi\s* t 17 2 : 1 11W 13 12 19 20 11 10 9 8 2x4 II 7x10= 7x6= 7x10= 4x5= 3x4 1! I 7.7-4 I 16-4-12 I - 24-0-11___ l 31-8-9 39-8-0 7-7-4 8-9-8 7-7-15 7-7-15 7-11-7 Plate Offsets(X,Y)-- [1:0-2-4,0-2.0],[3:0.4-0,0-1-8],[4:0-5.8,0-3-0],[7:0-2-0,0-2-0],[9:0-2-0,0-2-0],[12:0-4-8,Edgel,113:0-2-0,0-0.8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 1 Vert(LL) -0.38 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 -0.85 11-12 >557 180 BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:281 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-3,3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 1-13,7-8 WEBS 2x4 SP No.3 Web Brace:Length(member) 6-6-4(1-12);6-6-11(3-11);6-8-4 OTHERS 2x4 SP No.3 (4-10);6-11-3(7-9); T-Brace: 2x4 SP No.3-4-11 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3')nails,6ln 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) 13=1575/0-4-0,8=1575/0-4-0 Max Horz 13=72(LC 11) Max Uplift 13=-413(LC 12),8=-445(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-1512/537,1-14=-1863/566,2-14=-1863/566,2-15=-2287/734,3-15=-2215/754, 3-16=-3439/1129,4-16=-3508/1114,4-5=-2965/929,5-17=-2965/929,6-17=-2965/929, 6-18=-2004/629,7-18=-2004/629,7-8=-1504/547 BOT CHORD 12-19=-527/1701,19-20=-527/1701,11-20=-527/1701,10.11=-914/2977,9-10=-643/2036 WEBS 1-12=-674/2238,2-12=-1479/586,3-12.129/503,3.11=-787/2564,4-11=-2054/767, 5-10=-480/277,6-10=346/1124,6-9=-1128/493,7-9=-738/2358 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24th eave=511;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 12-0-0,Exterior(2)12-0-0 to 15-0-0,Interior(1)16-4-12 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0pst. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint 13 and 445 lb uplift at joint 8. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard / Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7473 rev.1003/2016 BEFORE USE. 12, Design valki for use only with Woke connectors.This design Is based only upon parameters shown,and Is for an Individual holding component.not a truss system.Before use,the bolding designer must verify the applicabltty of design parameters and properly incorporate this design Into the overall bridtrng design. Bracing Indicated Is to prevent budding of Individual teas web and/or chord members only.Additional temporary and permanent bracing M irek• Is always required for stability and to prevent collapse with possible personal kits,/and property damage. For genera guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,SeeANSI/IPI I Quality Criteria,DSB-89 and SCSI Buldny Component 6904 Parke East Blvd. Safely Information avdtable from Truss Plate Institute,te,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty. Ply 111457953 13230TOA T10 Roof Special 1 1 Job Reference(optional) Building Component Supply.Jacksonvtle,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:53:28 2017 Page 1 I D:RMENIBSOslpEA2jiFrz5c7yVYhx-EfTsmOYMySD7MmyngcM 14xsde?VgZeP?rNDTmQz2Nd5 I 4-9-12 9-4-0 i 12-0-0 I 14-8-0 I 20-11-14 _ 27-2-0 _ { 33-4-2 39-_8-0_____i 4-9-12 4-6-4 2-8-0 2-8-0 6-3-14 6-2-2 6-2-2 6-3-14 Scale=1:69.5 ' 7.00 12 5x6= 7x6= 4 4x5= 2x4 II �2 7x6= 2x4 I I 6x6= 4x5= 4x5= 1 2 / 5 6 7 S 9 17 4 estrri/// fi n /18 ,1 66' , / / S Lhc.i ,.., ti . a .. rzMCA V i1 fl 16 15 19 20 14 21 22 13 23 i2 24 11 25 10 2x4 I I 4x10= 7x10= 4x10= 6x6= 4x5= 2x4 I I I 4-9-12 l 9-4-0 ) 12-0-0 l 14-8-0 I 20-10-2 20.7,1.14 27.2.0 I 33-4-2 39-8-0 4-9-12 4-6-4 2-8-0 2-8-0 6-2-2 0.1.12 6-2-2 6-2-2 6-3-14 Plate Offsets(X,Y)-- (15:0-4-0,0.2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.26 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.69 13-14 >681 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.12 10 n/a n/a • BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:287 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 1-16,9-10 Web Brace:Length(member) 4-4-0(5-14);5-3-8(3-15); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1575/0-4-0,10=1575/0-4-0 Max Horz 16=-43(LC 10) Max Uplift 16=-413(LC 12),10=454(LC 9) Max Gray 16=1575(LC 1),10=1621(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-1534/534,1-17.1088/346,2-17=-1088/346,2-3=-1088/346,3-4=-2049/652, 4-5=-2065/658,5-6=-2591/809,6-7=-2591/809,7-8=-2215/692,8-18=-1405/442, 9-18=-1405/442,9-10=-1519/543 BOT CHORD 15-19=-583/1844,19-20=-583/1844,14-20=-583/1844,14-21=-756/2382,21-22=-756/2382, 13.22=-756/2382,13.23=-707/2246,12-23=-707/2246,12-24=-442/1405, 11-24=-442/1405 WEBS 2-15=-325/237,3-14=-264/140,4-14=-553/1870,9-11=-615/1958,5-13=-106/403, 8-11=-1229/504,6-13=404/236,8.12=-356/1155,7-13=-145/498,7-12=-708/308, 1-15=-566/1782,5-14=-1584/574,3-15=-1241/391 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;8=4511;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-0-0,Exterior(2)12-0-0 to 14-8-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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 tit between the bottom chord and any other members,with BCDL=10.Opst. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint 16 and 454 lb uplift at joint 10. LOAD CASE(S) Standard 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MiF7473 rev-1003/2015 BEFORE USE. NE Design wild for use only with MIekt)connectors.This design is traced only upon parameters shown,and Is for an Individual b ildirxt component.not a truss system.Before use-the belling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulking design. Bracing indicated Is 10 prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance rewarding the kYxk:albn.storage-delivery,erection and bracing of trusses and truss systems,seeANS1/IPtI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcilable from Truss Plate Institute.218 N.Lee Sheet Suite 312,Alexandria.VA22314. Tanga,FL 33610 • Job Truss riType Otyr Ply 111457954 13230TOA Ill Flat 1 1 Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run:8.110 5 Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:53:29 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-ir 1 EzIQ._JIL_zwW_NKtGc9PoaPw818T941 zOlsz2Nd4 6-8-8I 13-3-4 I 19-10-0 26-4-12 i 32-11-8 39-8-0 ---------------------- 6-8-8 6-6-12 6-6-12 6-6-12 6-6-12 6-8-8 Scale=1:67.2 4x5= 4x5= 6x6= 2x4 II 6x6= 4x5= 4x5= 1 15 2 16 3 4 5 17 6 18 7 \ r-• ,g • n n I * I/4)to El 14 19 1320 12 21 11 22 10 23 9 24 8 2x4 II 4x5= 6x6= 4x10= 6x6= 4x5= 2x4 II I 6-8-8 I 13-3-4 I 19.10.0 { 26-4-12 I 32-11-8 39-8-0 I 6-8-8 6-6-12 6-6-12 6-6-12 6-6-12 6-8-8 Plate Offsets(X,Y)-- (8:0-2-0,0-1-01,114:0-2-0,0.0-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Verl(LL) -0.17 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Verl(TL) -0.41 11-12 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(TL) 0.09 8 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:272 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 1 Row at midpt 1-14,7-8,7-9,1-13,6-9,2-13 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer 1 Installation guide. , REACTIONS. (lb/size) 14=1575/0-4-0,8=1575/0-4-0 Max Uplift 14.466(LC 8),8.466(LC 9) Max Gray 14=1670(LC 17),8=1670(LC 17) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1547/543,1-15=-1306/398,2-15=-1306/398,2-16=-2027/612,3-16=-2027/612, 3-4=-2278/694,4-5=-2278/694,5-17=-2027/612,6-17=-2027/612,6-18=-1306/398, 7-18=-1306/398,7-8=-1548/543 BOT CHORD 13-20=-398/1306,12.20=-398/1306,12-21=-624/2051,11-21=-624/2051,11-22=-624/2051, 10-22=-624/2051,10-23=-398/1306,9-23=-398/1306 WEBS 7-9=-581/1909,1-13=-581/1909,6-9=-1211/501,2-13=-1211/501,6-10=-324/1078, 2-12=-324/1078,5-10=-647/304,3-12=-647/304,5.11=-106/350,3-11=-106/350, 4-11=-384/225 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=sit;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 39-6-4 zone;C-C for i members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. I 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 466 lb uplift at joint 14 and 466 lb uplift at joint 8. LOAD CASE(S) Standard i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1da32015 BEFORE USE. Design valid for use only with Mirekd:correctors.This deign is based only upon parameters shown,and Is for on irxflvkkxt building component.not a a truss system.Before use,the braiding ng designer must verify the applicability of design parameters and properly Incorporate this deslkln into the overall building design. Bracing Indicated Is to prevent bucking of Individual truss web and/or chord members only. permanentMak' Addit anal temporary and txackng Is always required for stability and to prevent collapse with possbie personal Infury and properly damage. For general gridaoe regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/FPI1 Quality Criteria,DSB-89 and SCSI Sulking Component 6904 Parke East BNd. Safety information available from Truss Plate Insilute.218 N.Lee Street,Stile 312,Alexandria VA 22314. Tamps.FL 33610 Job Truss Truss Type Qty Ply 111457955 1323010A 112 Flat 1 1 Job Reference(optional) Budding Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:53:30 2017 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-A2bcB4ZcU3Tgb35Ax1 OV9MywopHhl c3l lhiaglz2Nd3 i 6-8-8 I 13-3-4 }____ 19-10-0 26-4-12 I 32-11-8 39-8-0 ____J 6-8-8 6-6-12 6-6-12 6-6-12 6-6-12 6-8-8 Scale=1:67.2 455= 4x5= 6x6= 2x4 I! 6x6= 455= 4x5= 1 15 2 16 3 4 5 17 6 18 7 n n f n c E N E 1 1 n o e Ugal 14 19 13 20 12 21 11 22 10 23 9 24 8 2x4 I I 4x5= 6x6= 4x10= 6x6= 455= 2x4 i I 6-8-8 13-3-4 19-10-0 26-4-12 32-11-8 39-8-0 6-8-8 + 6-6-12 j 6-6-12 l 6-6-12 1 6-6-12 I 6-8-8 I Plate Offsets(X,Y)-- 18:0-2-0,0-1-01,114:0-2-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.16 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.38 11-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.70 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. WEBS 1 Row at midpt 1-14,7-8,7-9,1-13,6-9,2-13,5-10,3-12, 4-11 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1575/0-4-0,8=1575/0-4-0 Max Uplift 14=-466(LC 8),8=-466(LC 9) Max Gray 14=1708(LC 17),8=1708(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.14=-1581/543,1-15=-1172/349,2-15=-1172/349,2-16=-1818/536,3-16=-1818/536, 3-4=-2043/608,4-5=-2043/608,5-17=-1818/536,6-17=-1818/536,6-18=-1172/349, 7.18=-1172/349,7-8=-1581/543 BOT CHORD 13-20=-349/1172,12-20=-349/1172,12-21.547/1839,11-21=-547/1839,11-22.547/1839, 10-22=-547/1839,10.23=-349/1172,9.23=-349/1172 WEBS 7-9=-550/1849,1-13=-550/1849,6-9=-1211/502,2-13=-1211/502,6-10=-306/1044, 2-12=-306/1044,5-10=-647/304,3-12=-647/304,5-11=-100/331,3-11=-100/331, 4-11=-384/225 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=5ft;Cat. 11;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 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 466 lb uplift at joint 14 and 466 lb uplift at joint 8. LOAD CASE(S) Standard 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. ill. Design valid for use only with MIIekD connectors.This design Is based only upon parameters shown,and is for an Individual bulding component.not a truss system.Before use.the bulking designer must verify the applk;ablity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent budding of kdtvtdual toss web and/or chord members only. Additional temporary and permanent bracing Milk*" is always required for stability and to prevent collapse wllh possible personal him and property damage. For general guidance regarding the fabrication storage,delivery,erection c d bracing of trusses and truss systems.soeANSI/1PI I Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke Easi Blvd. Safety IrformatIon avalabie from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply i , TI1457956 I3230TOA 113 Flat 1 1 , _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:07 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-Pje07C9Ay1 HnCrF8wXH92ZYFjUz_4gSiDAEc6az2Of2 6-8-8 13-3-4 19-10-0 26-4-12 32-11-8 39-8-0 1 6-8-8 i 6-6-12 I 6-6-12 i 6-6-12 I 6-6-12 I 6-8-8 I Scale=1:67.9 4x5= 455= 6x6= 2x4 II 6x6= 4x5= 4x5= 1 15 2 16 3 4 5 17 6 18 7 n • 8 EI c n . N 1; 13 \ \ E E ''' ,', 14 19 13 20 12 21 11 22 10 29 9 24 8 3x5H4x5= 6x6= 4x10= 6x6= 4x5= 3x5 II 6.8.8i 13-3-4 1 19-10-0 i 26-4-12 , 32-11-8 i 39-8-0 6-8-8 6-6-12 6-6-12 6-6-12 6-6-12 6-8-8 Plate Offsets(X,Y)-- (8:0-2-12,0-1-81,[14:0-2-12,0-1-81 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.15 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.35 11-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.71Horz(TL) 0.07 8 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:307 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 8-5-6 oc bracing. 1-14,7-8:2x4 SP No.2 WEBS 1 Row at midpt 1-14,7-8,7-9,1-13,6-9,2-13,5-10,3-12, 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1575/0-4-0,8=1575/0-4-0 Max Uplift 14=-466(LC 8),8=-466(LC 9) Max Gray 14=1738(LC 17),8=1738(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1608/543,1-2=-1062/311,2-3=-1647/477,3-4=-1851/541,4-5=-1851/541, 5-6=-1647/477,6-7=-1062/311,7-8=-1608/543 BOT CHORD 12-13=-311/1062,11-12=-487/1666,10-11=-487/1666,9-10=-311/1062 WEBS 7-9=-527/1804,1-13=-527/1804,6.9=-1212/502,2-13=-1212/502,6-10=-294/1020, 2-12.294/1020,5-10=-646/304,3-12=-646/304,5-11=-96/323,3-11=-96/323, 4-11=-384/225 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25ft;B=45ft;L=24ff;eave=5tt;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 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 466 lb uplift at joint 14 and 466 lb uplift at joint 8. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE WI-7473 rev.IO. 3/2OI5 BEFORE USE IS Design valid for use oNy with Miele)connectors.This design Is basrrt oNy upon parameters shown.and Is for an hdv dual b uldksg component.not a puss system.Before use.the building designer must verify the applicabilitybof design parameters and property hcaporate Mb design into the overall building design. Bracing indicated h to proven,buckling of Individual truss web and/or chord members oNy. Addtfonal temporary and permanent bracing MiTek' Is always required for skibltiy and to prevent collapse with possbie personal hely and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPt t Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdkrile horn Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job truss ;truss type Qty Ply 1114579571 13230TOA T14 Flat 1 1 Job Reference(optional) Balding Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries,Inc. Mon Jun 26 15:53:53 2017 Page 1 I D:RMENIBSOslpEA2jiFrz5c7yVYhx-?TUJOxr237MascMbnMJubDPoh47bw_MhbmnH7Tz2Nci 6-8-8 13-3-4 19-10-0 26-4-12 32-11-8 39.8-0 6-8-8 ) 6-6-12 6-6-12 6-6-12 I 6-6-12 -- i 6.8.8 1 Scale=1:67.3 4x5= 455= 6x6= 2x4 I I 6x6= 4x5- 4x5= 1 15 2 16 3 4 5 17 6 18 7 k; . g E \ 2 2 P 7.' . 1 r i r3 14 19 13 20 12 21 11 22 10 23 9 24 8 2x4 II 4x5= 6x6= 4x10= 6x6= 4x5= 2x4 II 6.8.8_ 13.3-4 19-10-0 I 26-4-12 I 32-11-8 I 39-8-0 6-8-8 6-6-12 6-6-12 6-6-12 6-6-12 6-8-8 Plate Offsets(X,Y)-- (8:0-2-0,0-1-41,114:0.2-0,0.0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.15 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 1 Vert(TL) -0.3411-12 >999 180 BCLL 0.0 * Rep Stress Inc- YES WB 0.79 j Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS 1 Weight:324 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 8-10-6 oc bracing. 1-14,7-8:2x4 SP No.2 WEBS 1 Row at midpt 1-14,7-8,7-9,1-13,6-9,2-13,5-10,3-12, 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1575/0-4-0,8=1575/0-4-0 Max Uplift 14=-466(LC 8),8=-466(LC 9) Max Gray 14=1759(LC 17),8=1759(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1628/543,1-15=-976/282,2-15=-976/282,2-16=-1515/433,3-16=-1515/433, 3-4=-1703/491,4-5=-1703/491,5-17=-1515/433,6-17=-1515/433,6-18=-976/282, 7-18=-976/282,7-8=-1628/543 BOT CHORD 13-20=-282/976,12-20=-282/976,12-21=-442/1532,11-21=-442/1532,11-22.442/1532, 10-22=-442/1532,10-23=-282/976,9-23=-282/976 WEBS 7.9=-512/1773,1-13=-512/1773,6-9=-1216/502,2-13=-1216/502,6-10=-285/1003, 2-12=-285/1003,5-10=-646/303,3-12=-646/303,5-11=-93/319,3-11=-93/319, 4-11=-384/225 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45th L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 466 lb uplift at joint 14 and 466 lb uplift at joint 8. LOAD CASE(S) Standard V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev.10/03/2015 BEFORE USE. mit Design vdid la use only with MltekT)connectors.This design k based only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the building g designer must verity the cep plk atAlly of design parameters clod properly Incorporate orate this design Into the overall building Brindicated design. acing iated Is to prevent trickling o1 Indivklual truss web antemporary chord members only. Additional and permanent tracIng MiTek* Is dways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lcisk:afbn.storage,delivery,erection and bracing of misses and truss systems.seeANSI/IPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truces Plate Institute.218 N.lee Street,Suite 312.Alexardda,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty r Ply T11457958 13230TOA 115 Monopitch Supported Gable 2 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:09 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-L5mnXtBQUeXVS9OW 2yKd7_dlnlopYj4?hTjjBSz2Of0 1-10-14 1-8-12 11 17-4-8 { 1.8.12 15-5-10 0-2-2 1 7.00 12 13 Scale=1:56.2 12 11 10 9 6x6 i 6 7 5 4 3 2 ' 1 4 1 ig,. �r 111 4x5= 27 26 25 24 23 22 21 20 19 18 17 16 15 6x6 -. 17-4-8 I 17-4-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.12 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:162 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 WEBS 1 Row at midpt 14-15,13-16,12-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-4-8. (Ib)- Max Horz 1=422(LC 12) Max Uplift All uplift 100 lb or less at joint(s)15,1,16,17,18,19,20,21,22, • 23,24,25,26 except 27=-128(LC 12) Max Gray All reactions 250 lb or less at joint(s)15,16,17,18,19,20,21,22, 23,24,25,26,27 except 1=296(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-609/512,2-3=-507/424,3-4=-462/387,4-5=-418/351,5-6=-374/313,6-7=-331/278, 7-8=-287/243 I NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24f1;eave=2f1;Cat. 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 2-8-8,Exterior(2)2-8-8 to 17-2-12 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 psi bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,1,16,17,18, 19,20,21,22,23,24,25,26 except(jt=lb)27=128. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 1 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. mil Design valid for use only with Mllek®connectors.This design is trued only upon parameters shown,and is for an individual Landing 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 bildfng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always regUred for stablitty and to prevent collapse with possible personal F1kry and properly damage. For general guidance regadtng the fabricatk>n,storage,delivery,erection and bracing of trusses and tear systems,seeANSI/TPI1 Ouatity Criteria,DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information avdkt9e from Truss Plate Institute,218 N.Lee Sheet,Stile 312-Nexarxlrfa.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T11457959 13230TOA T16 Monopitch Supported Gable 1 1 1 IJob Reference(optional) Building Component Supply, Jacksonville.FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:10 2017 Page 1 I D:RMENI BSOsIpEA2jiFrz5c7yVYhx-plK9lDC3FygM3JzjcfrsgCAwW i8OHAK9v7SGjvz2Of? 17-6-0 I 17-6-0 Scale=1:56.2 7.00 12 13 12 11 10 6x6 i 8 7 di r► 4 3 3x4 27 26 25 24 23 22 21 20 19 18 17 16 15 6x6 17-6-0 17-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:162 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 WEBS 1 Row at midpt 14-15,13-16,12-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-6-0. (Ib)- Max Horz 1=422(LC 12) Max Uplift All uplift 100 lb or less at joint(s)15,1,16,17,18,19,20,21,22, 23,24,25,26 except 27=-106(LC 12) Max Gray All reactions 250 lb or less at joint(s)15,16,17,18,19,20,21,22, 23,24,25,26,27 except 1=269(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-591/497,2-3=-505/422,3-4=-462/387,4-5=-418/350,5-6=-373/313,6-7=-330/277, 7-8=-286/242 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Ops1;BCDL=5.Opsf;h=251t;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 2-10-0,Exterior(2)2.10-0 to 17-4-4 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/I-PI 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 20.0psf 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)15,1,16,17,18, 19,20,21,22,23,24,25,26 except(jt=lb)27=106. _ 0 WARNING-Verify d*sIgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE Design valid lar use only with Mileh)connectors.This design Is lxsced only upon parameters shown.and is la an individual bolding component,not a truss system.Before use,the building designer must verify the applicuLety of design parameters and properly incorporate this design Into the overall building design. tracing Indicated Is to prevent buckling of lndlvduai truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always regaled for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and tracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bullring Component 6904 Parke East Blvd. Safely Irrlamallon available from Truss Plate Institute.218 N.lee Sheet.Suite 312,nexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty * Ply i TI1457960 13230TOA 117 Piggyback Base 3 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:11 2017 Page 1 I D:RMENIBSOsIpEA2j1 Frz5c7yVYhx-HUuXyZDhOGoDhTYv9NM5DPj076JzOVQ18nCpFLz20f_ 5.10.8I 11.5.8 I 17-0-9 20-4-12 22-7-7 I 25-3.8 I 29-9-8 I 34-3-8 39-8-0 5-10-8 5.7.0 5.7.0 3-4-3 2-2-11 2-8-1 4-6-0 4.6-0 5-4-8 Scale=1:83.2 8x10 2x4 II 3x6= 7.00 12 5 25 26 7 4x5 8 4x5 i24 1 27 4 4x5 Q 9 0 6x6--% 6x6 O c — 3 10 \ — 5x6 i23 I 28 4x5i* 12 i 1 'T %4* d 18 29 3017 16 = 31 32 33 ra 9 1. 4x10 I 6c6 4x5- 154x5= 14 13 12 4x5= 7x6= 4x10= 2x4 II 204-12 8-8-0 17-0-91 1 22-7-7 25-3-8 34-3-8 39-8-0 8-8-0 8-4-8 I 3-3-3 0-1-0 2-8-1 9-0-0 5-4-8 i 2-2-11 Plate Offsets(X,Y)-- (1:0.6.10,0.0-61,(5:0-4-1,Edge),(7:0-4-0,0-2-4),116:0-2-12,0-2-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.46 13-14 >498 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.04 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:283 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, BOT CHORD 2x4 SP No.2*Except' except end verticals. 6-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-16 SLIDER Left 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 4-17,5-16,8-15,9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=766/0-4-0,16=1696/0-3-8,12=699/0-4-0 Max Horz 1=-282(LC 10) Max Uplift 1=-219(LC 12),16=-408(LC 12),12=-203(LC 12) Max Gray 1=771(LC 21),16=1781(LC 17),12=780(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1000/366,3-4=-922/376,4.5=-402/293,5.6=-157/250,6-7=-164/254, 7-8.182/254,8-9=-466/288,9-10=-904/390,10-11.867/248,11-12=-770/242 BOT CHORD 1-18=-216/972,17-18=-74/638,15-16=-227/810,6-16=-296/65,14-15=0/251, 13-14=-74/461 WEBS 3-18=-331/208,4-18=-92/500,4-17=-706/310,5-17=-143/741,5-16=-937/204, 11-13=-122/691,10-13=-383/241,8-14=-149/711,8-15=-876/276,9-14=-503/252, 9-13=-138/422 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=2511;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-0-9,Exterior(2)17-0-9 to 26-10-6,Interior(1)26-10-6 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=219,16=408,12=203. � I � A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MN-7473 rev.1G03/2015 BEFORE USE. ml• Design valid for use only with Milek®connectors.this design Is based only upon parameters shown-and Is for an hdMdud building component.not a truss system.Before use.the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Is always required kx stabllty and to prevent collapse with possible personal Injury and properly damage. for general gtidcrae regarding the fabrication,storage,delivery-erection and bracing of trusses and truss systems.seeANSI/IPI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Irlfommallon avdtabte from Truss Plate Institute,218 N.Lee Street,Stile 312.Alexandria VA 22314. Tampa,FL 33810 Job Truss Truss Type I Qty ' Ply T11457961 13230TOA !718 GABLE 11 1i I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:13 2017 Page 1 I D:RMENIBSOsIpEA2j1 Frz5c7yVYhx-EtOHN FExYt2wwmi I HoOZIgoLlv7H ULpbc5hwJEz20ey 7-1-0 13-10-8 20-4-12 25-9-8 29-9-8 32-7-0 39-8-0 7-1-0 6-9-8 I 6-6-4 I 5-4-12 I 4-0-0 I 2-9-8 7-1-0 I Scale=1:79.9 3x6= 3x6= 5x6 i 4x5= 7x10 i 6 8 5x6 7.00 i I. 5x8-Z.,4 /� 7 'tag 7r'C910 �I 4 4x5 6x6 i 12 3 6x6 — '� 13 I? — 5x6% 40 •• 41 4x5-z..--- i 12 �� 41 .,• t // d 2/ 42 20 43 19 - - __/ l- 1¢ 4x10 I' 6x6= 18 17 16 15 7x10= 4x10= 7-1-0I 13-10-8 } 20-3-12 20-4-12 25-9-8 I 32-7-0 I 39-8-0 7-1-0 6.9.8 6-5-4 0-1-0 5-4-12 6-9-8 7-1-0 Plate Offsets(X,Y)-- [1:0-6-10,0.0-21,[4:0.5-4,Edge],[6:0-4-0,0-2-41,[8:0-4-0,0-2-41,[14:0-1-12,0-2-01,[19:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.23 16-17 >966 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.48 16-17 >470 180 i BCLL 0.0 * Rep Stress lncr YES WB 0.84 Horz(TL) 0.02 19 n/a n/a i 1 BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:295 lb FT=20/u o i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 7-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 6-0-0 oc bracing:17-18,15-16. 14-15:2x6 SP No.2 1 Row at midpt 7-19 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 10-17,12-17 SLIDER Left 2x8 SP No.2 1-6-0 T-Brace: 2x4 SP No.3-4-19 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):7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=804/0-4-0,19=1615/0-3-8,15=736/0-4-0 Max Horz 1=-278(LC 10) Max Uplift 1=-285(LC 12),19=-346(LC 12),15=-271(LC 12) Max Gray 1=807(LC 17),19=1867(LC 17),15=799(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1089/465,3-4=-1273/651,4-5=-195/312,5-7=-9/570,9-10=-503/388, 10-11=-519/401,11-12=-557/404,12-13=-962/482,13-14=-883/340,14-15=-794/317, 5-6=-474/359,6-8=-388/357,8-9=-486/364 BOT CHORD 1-21=-294/1025,20-21=-97/565,19-20=-96/570,7-19=-962/246,16-17=-160/484 WEBS 3-21=-523/321,4-21=-320/812,4-20=0/388,4-19=-1133/247,7-17=-213/981, 10-17=-276/86,12-16=-106/396,13-16=-380/242,14-16=-195/709,12-17=-479/223 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-9-0,Exterior(2)13-10-8 to 18-1-7,Interior(1)17-9-0 to 39-5-4 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 psf bottom chord live load nonconcurrent with any other live loads. Continued on nacre 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. mit Design vaikl for use only with Milekb connectors.Ibis design is based only upon parameters shown,and is for an hdivklu l txrl<Ang component,not a truss system.Before use,the ix Aiding designer roust verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabNlty and to prevent collapse with rx<ssIble personal Injury and rxoperty damage. For general guidance regarding the fotok:atkrn,storage,delivery,erection and tracing of trusses and tmrss systems,seeANSI/IPI l Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Site 312.Nexandrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 Qty ' 'Ply T11457961 13230TOA T18 GABLE 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:13 2017 Page 2 I D:RM E NI BSOsIpEA2ji Frz5c7yVYhx-EtOHNFExYt2wwmilHoOZlgoLlv?H ULpbc5hwJ Ez20ey NOTES- 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 tit between the bottom chord and any other members,with BCDL=10.0psf. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=285,19=346,15=271. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN 7473 rev.1003N20f5 BEFORE USE. Design valid for use only with MllekS connectors.this design Is based only upon parameters shown.and Is for ars individual 13u6dIng component,not a truss system.Before use.the building designer must verify the appik:ablity of design parameters and properly incorporate IS design Into the overall biding design. WacIng indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always requked kr stability and to prevent collapse with posstsle personal SO"and property damage. For general guidance regarding the labk:atbn.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1Pl 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. Tempa,FL 33610 Job Truss `Truss Type F Qty Ply T11457962 13230TOA T19 Hip 1 1 Job Reference(optional)_ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:14 2017 Page 1 I D:RM E NIBSOsIpEA2jiFrz5c7yVYhx-i3ZgbbFZJBAnYwHUrVvog2KYdJKvDsOkglOUrgz2Oex 6-1-0 11-10-8 16-1-10 20-4-12 27-9-8 29-9-8 39-8-0 6-1-0 I 5-9-8 I 4-3-2 I 4-3-2 I 7-4-12 i 2-0-0 I 9-10-8 Scale=1:69.4 6x6 U 4x5= 2x4 I I 3x6= 4x5= 4 25 5 6 26 7 27 8 El r. $ 4x5 7.00 12 9 i 4x5 24 .\\',k,:- ,t � 28 .- N 2x4 II 3 ,; �� 10 5x6�i 23 B 29 cod Nis � i ' 4x5 GC. 1,2e �� 11 8 al'...1 18 17 30 31 165s.6— 12 13 34 >J i. 4x10 II 6x6= 4x10= iS 14 13 12 2x4 11 7x10= 4x10= 2x4 I 6-1-0 11-10-8I 20-3-12 20-4-12 27-9-8 f 39-8-0 6-1-0 5-9-8 8-5-4 04-0 7-4-12 11-10-8 Plate Offsets(X,Y)-- [1:0-3-4,0-0-61,[8:0-4-0,0-2-41,[14:0-3-8,Edge1,[16:0-3-8,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.23 13-14 >986 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.46 13-14 >491 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.63 Horz(TL) 0.03 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:270 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc puffins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 6-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:14-15,12-13. OTHERS 2x4 SP No.3 1 Row at midpt 6-16 SLIDER Left 2x8 SP No.2 1-6-0 WEBS 1 Row at midpt 7-14,9-14 Web Brace:Length(member) 6-5-10(5-16); MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=748/0-4-0,16=1735/0-3-8,12=679/0-4-0 Max Horz 1=-196(LC 10) Max Uplift 1=-226(LC 12),16=-393(LC 12),12=-211(LC 12) Max Gray 1=756(LC 21),16=1845(LC 17),12=723(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-980/385,3-4=-626/345,4-5=-565/350,5-6=-351256,6-7=-354/294,7-8=-353/293, 8-9=-374/294,9.10—861/430,10-11=-796/272,11-12=-713/260 BOT CHORD 1-18=-242/850,17-18=-242/850,6-16=-1015/343,13-14=-84/387 WEBS 3-17=-513/229,5-17=-74/579,5-16=-835/243,6-14=-175/866,9-14=-383/178, 10-13=-423/271,11-13=-150/628,9-13=-166/491 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.Ops1;BCDL=5.Opsf;h=25ft;B=45fY L=24ft;eave=5ft;Cat. It;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-10-8,Exterior(2)11-10-8 to 32-0-7,Interior(1)32-0-7 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. I 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=226,16=393,12=211. A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 ray.1010./2015 BEFORE USE mit Design valid for use only with MIlek6 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 bulking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( is always required for stability and to prevent collapse with possible personint ry and property damage. For general outdone,'regarding the fabrication,storage,delivery,erection and brocksg of trusses and truss systems,seeANSI/7PI1 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 711457963 13230TOA T20 Hip 1 1 ' Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:15 2017 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-AF72oxGB3UleA4sgODR 1 NFtiQjdOyJOu3PA1 N6z2Oew 5-1-0 9-10-8 15.1.1020.4.12 25-1-2 25.3-8 29-9-8 34-3-8 39-8-0 5-1-0 4-9-8 i 5-3-2 5-3-2 I 4-8-6 0-2-6 4-6-0 4-6-0 5-4-8 Scale=1:69.4 6x6 tt 4x10= 4x5= 6x6 6x8 4 25 26 5 6 7 27 28 8 29 7.00',12 = f 4x5 i '�� // 2x4 II 3 24 !i 5x6 i23 30 0) �' 4x5 1 ire 01 �� � 10 T f g1 .7 18 17 16 31 15f9�_ap 7 rJ @ 4x10 II 6x6= 4x10= 2x4 II 14 13 12 11 2x4 II 7x10= 4x10= 2x4 I 5-1-0 9-10-8 15-1-10 20-3-12 20-4-12 25-3-8i 29-9-8 I 34-3-8 i 39-8-0 5-1-0 4-9-8 5-3-2 5-2-2 0-1-0 4-10-12 4-6-0 4-6-0 5-4-8 Plate Offsets(X,Y)-- 11:0-2-8,0-0-61,115:0.3-4,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.24 12-13 >937 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.49 12-13 >468 180 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(TL) 0.02 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:267 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc puffins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 6-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:13-14,11-12. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-13 SLIDER Left 2x8 SP No.2 1-6-0 Web Brace:Length(member) 6-0-0(5-15); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=767/0-4-0,15=1695/0-3-8,11=700/0-4-0 Max Horz 1=-163(LC 10) Max Uplift 1=-230(LC 12),15=-384(LC 12),11=-215(LC 12) Max Gray 1=770(LC 21),15=1726(LC 17),11=757(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1011/399,3-4=-756/388,4-5=-664/379,6-7=-406/303,7-8=-406/303, 8.9=-893/445,9-10=-840/285,10-11=-749/271 BOT CHORD 1-18=-264/871,17-18=-264/871,16-17=-102/428,15-16=-102/428,6-15=-976/341, 12-13=-95/420 WEBS 5-17=-57/307,5-15=-892/240,6-13=-198/845,7-13=-287/184,9-12=-417/275, 8-12=-159/482,3.17=-378/167,10-12=-164/668 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45it;L=24ft;eave=5ft;Cat. 1 II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-10-8,Exterior(2)9-10.8 to 34-0-7,Interior(1)34-0-7 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=230,15=384,11=215. � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED INTER REFERANCE PAGE MM-7473 rev.10/032015 BEFORE USE mill Design valid for use only with Mnelrl connectors.Iris design is based only upon parameters shown,and Is fax an txiividxi building component,not a truss system.Betote use,the bulling designer must verify the applicabltty of design parameters and properly Incorporate this design Into the overall building design. BracIng indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse wilts possible personal Injury and property damage. For general guidance regarding the fabrk:atkxs,storage,delivery.erectton and bracing of trusses arid truss systems.seeANSI/TPI1 Qualify CrSerla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute.218 N.Lee Street,Smite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty• Ply 111457964 13230T0A 121 Roof Special j 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:54:11 2017 Page�1 ID:RME NIBSOsIpEA2ji Frz5c7yVYhx-Uwa6n53Kgfd0ONk2r8d6J080RKD387uKkZ8EmQz2Nc0 5-2-4 10--1-0 12-3-8 16-4-2 20-4-12 26.1.2I29-9-8 31.9-8 39-8-0 5-2-4 �- 4.10.12 — 2-2-8 I 4-0-10 4-0-10 I 5-8-6 3-8-6 1 2-0-0 7-10-8 { Scale=1:71.4 6x6= 4 4x5= 6x6= ' 7.00 r 2 56x6= 4x5= 7 8 4x5= 3x6 i 2x4 \1 25 n n II L/26 1� 2x4 3 11 28 5x6*AI 29 4x5�� 1 2 12 u i 1 d ' — qq I 19 30 31 18 17_ ., — • "42 33 a� �a. 7x6— 4x10= 4x10 II 16 15 14 13 3x4 II 7x10- 4x10- 2x4 II 6-3-8 12-3-8 20-2-0 20-A-12 26-1-2___ 31-9-8 39-8-0 F— —..6-3-8 i 6-0-0 7-10-8 0-2'12 5-8-6 5-8-6 f— 7-10-8 Plate Offsets(X,Y)-- [1:0-3-4,0-0-6],[15:0-3-8,Edge],117:0-3-12,0-2-01,[19:0-3-0,0-3-4] LOADING(psf) 1 SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 I Vert(LL) -0.21 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 I Vert(TL) -0.47 14-15 >488 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.78 I Horz(TL) -0.03 13 n/a ri/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:248 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except BOT CHORD 2x4 SP No.2'Except' end verticals. 7-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:16-17,15-16. SLIDER Left 2x8 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=741/0-4-0,17=1749/0-3-8,13=672/0-4-0 Max Horz 1=-166(LC 10) Max Uplift 1.211(LC 12),17=-424(LC 12),13=-195(LC 12) Max Gray 1=741(LC 1),17=1749(LC 1),13=695(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-287/0,2-24=-966/339,3-24=-891/360,3-25=-956/414,4-25=-929/429, 4-5=-791/411,5-6=-651/320,6-7=0/318,7-8=-338/261,8-26=-328/252,26-27=-328/252, 9-27=-328/252,9-10=-613/335,10-11=-681/339,11-28=-614/249,28-29=-658/247, 12-29=-733/237,12-13=-678/251 BOT CHORD 1-19=-222/866,19-30=-82/578,30-31=-82/578,18-31=-82/578,17-18=-75/284, 7-17=-961/342,15-16=-283/91,15-32=-106/427,32-33=-106/427,14-33=-106/427 WEBS 3.19=-310/204,4-19=-159/450,4-18=-160/282,5-18=-490/293,6-18=-81/577, 6-17=-893/289,7-15=-249/925,8-15=-325/191,12-14=-104/526,9-15=-253/97, 9-14=-50/290 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=4511;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3.0.0 to 10-1-0,Exterior(2)10-1-0 to 34-9-8,Interior(1)34-9-8 to 39-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 1,424 lb uplift at joint 17 and 195 lb uplift at joint 13. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mo-7473 rev.10032015 BEFORE USE. mi. Design valid for use only with MlletrfD connectors.lhls design Is based only upon parameters shown,and Is tor on individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall l� building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporaan y and permanent bracing MAC Is always required for stability and to prevent collapse with possible personal VIM,/and property damage. For general guidance regrxdkrg the 6904 Parke East Blvd.kXxkxrtkxt storage,delivery,erection and bracing of trusses and Inas systems-see.ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Skeet,Suite 312.Alexandria VA 22314. Tampa.FL 33610 L—_- - ------- _--- — ------ Job Truss Truss Type Oly Ply T11457965 13230TOA T22 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:17 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-6eFoDcHSb6YMP003W eTVSgyy9 W KMOCHBWjf8S?z2Oeu 5-2-4 10-1-0 14-3-8 20-4-12 27-1-2 33-9-8 39-8-0 5-2-4 I 4-10-12 I 4-2-8 6-1-4 6-8-6 I 6-8-6 I 5-10-8 I Scale=1:71.9 5x6= 4 • 7.00 12 _� NAILED NAILED 4x5� 7x10= 4x5= 7x10= 7x10,z..'.-: i 5 6 NAILED NAILED NAILED 7 NAILED NAILED 8 nn n DI �n nn nn , o Sx6 i '% 4iNINN 24 25 26 27 28 � 4x5 9 m 2 :yy 1 rA g I0 18 17 2x4 l IN _P. n,74° Al T e m3 A4 'n a :! ¢ 4x10 I I 6x6— 4x10= 16 15 14 13 NAILED NAILED 12 NAILED NAILED 1 i NAILED NAILED 10 3x4 11 4x5= 7x10= 4x5= 4x5= NAILED NAILED NAILED I 5-2-4 1 10-1-0 12-4-4 114-3-8116-4-21 20-4-0 20-¢-12 27-1-2 I 33-9-8 I 39-8-0 5-2-4 4-10-12 ' 2-3-4 1-11-4 2-0-10 3-11-14 04-12 6-8-6 6-8-6 5-10-8 Plate Offsets(X,Y)-- 11:0-3.4,0-0-61,[5:0-6-8,Edge),[8:0-6-0,Edgel,[10:Edge,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.14 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.29 10-11 >791 180 BCLL 0.0 " Rep Stress Incr NO WB 0.69 Horz(TL) 0.01 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:231 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, 5-7,7-8:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-13:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x8 SP No.2 1-6-0 Installation guide. REACTIONS. All bearings 7-11-12 except(jt=length)1=0-4-0,10=0-4-0,16=0-3-8. (Ib)- Max Horz 1=-166(LC 6) Max Uplift All uplift 100 lb or less at joint(s)16 except 1=-152(LC 8),15=-158(LC 8),14=-560(LC 8),10=-484(LC 8) Max Gray All reactions 250 lb or less at joint(s)16 except 1=543(LC 1),15=816(LC 1),14=1795(LC 18),14=1775(LC 1),10=1491(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-651/214,3-4=-344/190,4-5=-329/192,6-7=-1313/480,7-8=-1313/480, 8-9=-1539/484,9.10=-1227/400 BOT CHORD 1-18=-113/586,17-18=-113/586,6-14=-1604/621,11-12=-349/1261 WEBS 3-17=-390/179,5-17=-13/406,5-15=-716/226,6-12=-531/1699,7-12=-798/508, 8-11=0/309,9-11=-324/1155 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=lb) 1=152,15=158,14=560,10=484. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-8=-60,8-9=-60,14-19=-20,10-13=-20 Continued on Daae 2 I 0 WARNV40•Verify dealpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1GV32O16 BEFORE USE. 1111- . Design valid for use only with MITekb connectors.this design Is based only upon parameters shown,and Is for an Individual lidding component,not a truss system.Before use-the building designer must verify the ap>pIlcabilty of design parameters and properly Incorporate this design Into the overall lidding design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always requked for Mobility and to prevent collapse with possble personal injury and property darnago. for general guidance regadkng the fabrication,storage,delivery,erection and bracing of tnrsses and truss systems,seeANSI/TPI t Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety intormafon available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa.FL 33610 f � I Job Truss Truss Type Qty Ply 111457965 13230TOA 122 Roof Special Girder --I 1 i !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:17 2017 Page 2 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-6eFoDcHSb6YMPO03WeTVSgyy9W KMQCHBWjf8S?z2Oeu LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-102(B)11=-49(B)23=-102(B)24=-102(B)25=-102(B)26=-102(B)27=-102(B)28=-102(B)29=-49(B)30=-49(B)31=-49(B)32=-49(B)33=-49(B)34.49(B) 35=-208(B)36=-212(B) t � 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1003/2016 BEFORE USE. MN Design vaki for use only with MlleK0 connectors.ibis design Is based only upon parameters shown,and Is Ia an Individual bolding 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 budding of IndNidual truss web and/or chord members only. Ad itlonal temporary and permanent bracing MiTek• k 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.seeANS1/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcllable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty - Ply 111457966 13230TOA T23 Common 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:18 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-agpAQyl4MPgD1 YaF4L_k?uVFMwn09jvKINOh_Rz2Oet 1 5-1-8 , 10.1.0 14-11-12 20.2.0 5-1-8 4-11-8 4-10-12 5-2-4 6x6= Scale=1:40.5 4 M, 7.00 12 20 19 2x4 \\ 2x4// 3 5 18 Allikk.. 5x6 i 5x66 2r 1/� .. 7 . d NI _ 11 me0331 1di 9 22 23 ;CA _ 8 4x10 II 7x6 4)(5= 4x10 II 6-4-6I 12-6-12 I 20-2-0 6-4-6 6-2-6 7-7-4 Plate Offsets(X,Y)-- 11:0-3-4,0-0.61,17:0-7-6,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 • Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 8-16 >722 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.41 Horz(TL) -0.01 7 n/a rt/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS -- — Weight:107 lb FT=20% — — — L 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 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=531/0-4-0,7=352/0-5-8,8=730/0-5-8 Max Horz 1=-167(LC 10) Max Uplift 1=-144(LC 12),7=-100(LC 12),8=-180(LC 12) Max Gray 1=531(LC 1),7=365(LC 22),8=739(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-658/230,3-4=-677/294,4-5=-304/179,5-7=-393/170 BOT CHORD 1-9=-121/563,7-8=-63/259 WEBS 3-9=-331/212,4-9=-163/483,4-8=-432/91,5-8=-359/214 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=25fh B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-1-0,Exterior(2)10-1-0 to 13-1-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I 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)7 except(jt=lb) 1=144,8=180. lir A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*19.7473 rev.101031015 BEFORE USE Design valid for use only with Mi leke connectors.Rids design is based only upon paaneters shown,and Is for an Individual bolding component.not a truss system.Before use,the building designer must verify the opplkx bllty of design parameters and properly Incorporate this design Into the overall bulling design. Bracing indicated Is to prevent bucklIng of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent colapse with posstle personal In Jy and property danage. For general guidance regaling the fabrlcatlor storage,delivery.erection and bracing of trusses and puss systems.seeANSI/lPtl Qualify Criteria,DSB-89 and BCSI Bulling Component 6904 Parke East Blvd. Salty Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply TI1457967 13230TOA T24 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 S Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:19 2017 Page 1 I D:RME NIBSOsIpEA2jiFrz5c7yVYhx-20NZeIJi7jo4eh9Rd2VzX52Q7K7GtAFT_18F W tz2Oes 5-3-010.2.8 15-1-4 203-8 5-3-0 4-11-8 j 4-10-12 5-2-4 { 6x6= Scale=1:40.6 4 /► 7.00 12 20 19 2x4 \\ 2x4// 3 5 v o ti 41 6Alkih.... 18 21 5x6 4 Sx6•:..,2 6 1 0 , `7 107:14 *TA fairi tiirt4 8 22 23 ICA *MI _ 8 3x8 I 7x6 4x5= 4x10 I 6.5.14i 12-8-4 I 203-8 6-5-14 6-2-6 7-7-4 Plate Offsets(X,Y)-- 11:0-2-4,0-0-21,17:0-7-6,0-0-61 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.05 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 8-16 >727 180 BCLL 0.0 * Rep Stress lncr YES WB 0.40 Horz(TL) -0.01 7 r/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=542/0-5-8,7=362/0-5-8,8=719/0-5-8 Max Horz 1=-168(LC 10) Max Uplift 1=-146(LC 12),7=-101(LC 12),8=179(LC 12) Max Gray 1=542(LC 1),7=371(LC 22),8=731(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-681/235,3-4=-701/299,4-5=-320/183,5-7=-394/173 BOT CHORD 1-9=-127/583,7-8=-66/267 WEBS 3-9.340/216,4-9=-168/501,4-8=-426/92,5-8=-358/214 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 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(jt=lb) 1=146,7=101,8=179. I AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10032015 BEFORE USE ll Design valid for use only with Mltekor9 connectors.ibis design k based only upon parameters shown,and Is for an in dMdual budding component,not a truss system.Before use,the fining designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingbudding design. Bracing indicated is to prevent of individual truss web and/or chord members only.Additional temporary and permanent bracing M I ll� ek• is always required for ski lity and to prevent collapse with possible personal Injury and property damage. for general gold nce regarding the I rb ricatlocc storage,delivery,erection and bracing of trusses and truss systems-seeANSI/IP11 Gully Criteria.DSB-89 and BBCSI Building Component 6904 Parke East Blvd. Safely tnlormatlon available from buss Ptate Institute.216 N.lee Street,Stile 312,Alexandria.VA 22314. --- __ Tampa.FL 33610 'Job Truss !Truss Type Qty Ply 1 T11457968 13230TOA T25 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:4320 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-XDxxreKKu1 wxGrkeBm0C4JabAkTrcbJdDhto3Kz2Oer 5-3-0 10-2-8 15-2-0 20-5-0 5-3-0 } 4-11-8 4-11-8 5-3-0 6x6_ Scale=1:40.7 4 7.00 1221 22 2x4\\ 2x4 3 5 • 213 23 5x6 i 5x6 2 6 1 1 7 Mr arra EZ4 9 24 25 ►. �� 3x8 I 7x6 8 3x8 I i 4x5= I 6-5-14 12-8-4 20-2-0 20.5-0 6-5-14 6-2-6 7-5-12 0'3-0 Plate Offsets(X,Y)-- (t:0-2•a,0-o 2),17:0-5-8,0-0-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.13 8-18 >692 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.11 8-18 >827 180 BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(TL) 0.01 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:108 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 9-3-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=520/0-5-8,7=347/0-3-8,8=766/0-5-8 Max Horz 1=-169(LC 10) Max Uplift 1=-180(LC 12),7=-282(LC 12),8=-185(LC 12) Max Gray 1=520(LC 1),7=354(LC 22),8=769(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-625/362,3-4=-645/425,4-5=-208/454,5-7=-284/450 BOT CHORD 1-9=-231/521,7-8=-311/203 WEBS 3-9=-343/210,4-9=-132/522,4-8=-575/0,5-8=-344/239 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=45th L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;cantilever right exposed;end vertical left and right exposed;porch right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0pst 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 Qt=lb) 1=180,7=282,8=185. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/032015 BEFORE USE. Design valid for use only with Ml1ekk connectors.this design Is based only upon parameters shown,and is for an individual buldIng component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly hx;rxporate this design into the overall buil sg design. Bracing indicated is to prevent buckling of IndMdual teas 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 guidcnce regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems seeANSI/IPI l Quality Criteria,DSB-89 end BCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.Lee Street.Sidle 312.Nexandrla-VA 22314. Tampa.FL 33610 Job Truss Truss Type • IOty Ply 7114579691 13230TOA T26 Hip Girder 1 1 Job Reference(optional) j Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:21 2017 Page 1 ID:RME NIBSOsIpEA2jiFrz5c7yVYhx-?PUJ3_Kyf K2ou?JglTXRcW 7hD8gxL5omRLdLbmz2Oeq I 6-0-0 I 10-2-8 I 14-5-0 20-5-0 6-0-0 4-2-8 4-2-8 6-0-0 5x6= Scale=1:44.7 NAILED 3 . NAILED /01111.111 NAILED 700 i14AILED 24 25 NAILED 6x2r 6x8 2 4 i01 ,C1111 �!1 1 SIM ■m _....N 7 ,. . It 11 n' 11 Iii II 11,1111111 .!011151;:-5 I t Nr et a i3 10 26 27 9 28 8 29 7 30 31 6 01"3 4x10 ;I 4x5'= NAILED 8x10= NAILED 4x10= NAILED 2x4 i, NAILED NAILED 4x10 II NAILED NAILED NAILED NAILED 4x5=- NAILED NAILED 0310 6-0-0 I 10-2-8 14-5-0 I 20-2-0 29-5-0 0.3-0 5-9-0 4-2-8 4-2-8 5-9-0 0.3-0 Plate Offsets(X,Y)-- [1:0-5-0,0-1-10),[2:0-4-0,0-2-12),[4:0-4-0,0-2-12),[5:0-3-12,0-1-10),19:0-5-0,0-4-8] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.09 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.14 8-9 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.33 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:137 lb FT=20%u LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):11 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1671/0-3-8,5=1671/0-3-8 Max Horz 1=-169(LC 6) Max Uplift 1=-988(LC 8),5=-988(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2044/1220,2-3=-979/595,3-4=-979/595,4-5=-2044/1220 BOT CHORD 1-9=-957/1685,8-9=-956/1684,7.8.956/1684,5.7=-957/1685 WEBS 8-11=-263/396,3-11=-290/425,2-11=-913/636,4-11.913/636 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=988,5=988. 6)"NAILED"indicates 3-10d(0.148"x3")or 3.12d(0.148"x3.25")toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,12-18=-20 Concentrated Loads(Ib) Vert:3=-199(B)9=-52(B)2=-100(B)8=-104(B)4=-100(B)7=-52(B)24=-100(B)25=-100(B)26=-202(B)27=-197(B) 28=-52(B)29=-52(B)30=-197(B)31=-202(B) o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/03/201S BEFORE USE. Mt Design valid for use only with Mllekt/connectors.TMs 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrtcatlo n,storage,delivery,erection and bracing of tr sses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Sate 312 Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T11457970 13230TOA T27 Half Hip Girder ,1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:21 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-?PUJ3.KytK2ou?JgITXRcW 7i?8n9LAXmRLdLbmz2Oeq 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:21.5 Special 4x5= NAILED 7,00 12 2 3 " 2x4 ! 1 I ' : h11 5 8 „ 2x4 2x4 11 NAILED 62x4 II 4 Special I 2-0-0 6-0-0 2-0-0 4-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.15 4-5 >453 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.17 4-5 >403 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.03 Horz(TL) -0.25 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=146/Mechanical,6=236/0-5-8,4=89/Mechanical Max Horz 6=99(LC 8) Max Uplift 3=-115(LC 5),6=-i07(LC 4),4=-40(LC 8) Max Gray 3=146(LC 1),6=236(LC 1),4=105(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th B=45ft;L=2411;eave=4f1;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(it=ib) 3=115,6=107. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NOS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)26 lb down and 120 lb up at 2-0-0 on top chord,and 5 lb down and 47 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-5(B)8=-2(B) 4 i A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10032015 BEFORE USE Design valki la use only w th Wel*connectors.this design Is based only upon parameters shown,and Is for cn individual balding component.not a truss system.Before use,the budding 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 MiTele ek" is always required for Madill,/and to prevent collapse with possible personal k*ry and properly darnago. For general guidance regrading the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sne/WSI/1PI1 Quality Criteria,DS8-69 and SCSI Building Component 6904 Parke East BNd. Safety Information available from truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria VA 22314, Tampa,FL 33610 Job I truss ;Truss Type Qty1Ply T11457971 1323010A T28 i Half Hip 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MITek industries.Inc. Mon Jun 26 15:54:36 2017 Page 1 ID:RMENIBSOslpEA2jiFrz5c7yVYhx-FkaZl eMOxLnTW DBspua_gHhHjPgiUdZOUyh39Uz2Nc1 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:26.9 455 2 3 7.00 12 — 7 2x4 I I 'Q N .11 j I • NE ■ dor/ F".71 5 6 x4 4 3x4 II 4.0.0 6-0-0 4-0-0 2-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.15 5-6 >477 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.21 5-6 >325 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.33 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP 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, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=110/Mechanical,6=232/0-5-8,4=122/Mechanical Max Horz 6=147(LC 12) Max Uplift 3=-58(LC 9),6=-8(LC 12),4=-64(LC 12) Max Gray 3=110(LC 1),6=232(LC 1),4=132(LC 17) FORCES. (Ib)•Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 lb uplift at joint 3,8 lb uplift at joint 6 and 64 lb uplift at joint 4. LOAD CASE(S) Standard A WARNING-V.rI1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1003/2015 BEFORE USE. Design valkf for use only with MI kid)connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the bulking designer must verify the app lcabllty of design parameters and properly incorporate this design Into the overdl building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addiond temporary and permanent bracing Wok' is alwcws required for satiny and to prevent collapse wIh possible personal ilfuy and property damage. For general guidance regarding the fabrication.storage,delivery.erection and tracing of tnrsses and truss systems.seeANSI/TPI1 Qualty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdleblo from truss Ptate institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tempa.FL 33610 Job Truss fruss Type 'Qty" Ply 111457972 1323010A 129 Had Hip Girder j 2 1 Job Reference(optional) Building Component Supply.Jacksonville.Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15:5437 2017 Page 1 I D:RMENI BSOsIpEA2ji Frz5c7yVYhx-jx8xF_NeievK8Mj2Mc5DNVDVQp7nD319icRchwz2Nc0 2-0-0 6-0-0 --- 2-0-0 ! 4-0-0 Special Scale=1:15.i 4x5= NAILED 3 13 7.00 FT n n 5x6<- 1 I 1 I7 11 2 01 _ 11 fl X 62x4 I! Special 14 NAILED 5 3x811 0-4-12 I 2.0.0 } 6-0-0 I '0-4-12 1-7-4 4-0-0 Plate Offsets(X,Y)-- 11:0-2-12,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.19 5-6 >373 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.20 5-6 >353 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(TL) 0.18 4 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MP 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 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 2x8 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer 1 j Installation guide. 1 REACTIONS. (lb/size) 1=261/0-3-8,4=118/Mechanical,5=107/Mechanical Max Horz 1=49(LC 8) Max Uplift 1=-173(LC 8),4=-87(LC 4),5=-101(LC 8) Max Gray 1=261(LC 1),4=118(LC 1),5=127(LC 3) 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=25it;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;end vertical left exposed;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 lb uplift at joint 1,87 lb uplift at joint 4 and 101 lb uplift at joint 5. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)23 lb down and 98 lb up at 2-0-0 on top chord,and 8 lb down and 12 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(lb) Vert:6=-8(F)14=-3(F) 1 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10032015 BEFORE USE Mit , Design valid for use only wlih Mitek®connectors.this design Is based only upon parameters shown,and B for on individual bolding component.not a truss system.Before use,the hulking designer must verily the applicability of design parameters and properly incot x,rale this design Into the overall Ixlldrrg design. (tracing Indicated Is to prevent buckling of Individual muss web and/or chord members only.Additional temporary and permanent tracing MiTek" Is always required for stability and to prevent collapse with possible personal k*'y and property damage. For gerneral gkiidarce regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcBable from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandria,VA 22314. Tampa.FL 33610 Job ;truss !Truss Type Qty -Ply 711457973 13230TOA T30 I Hall Hp 2 1 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 Run.8.110 s Mar 31 2017 Print.8.110 s Apr 13 2017 MiTek Industries.Inc. Mon Jun 26 15.54:38 2017 Page 1 I D:RM E NI BSOsIpEA2jiFrz5c7yVYhx-B7iJSKOGTy 1 BI W I EwJcSvimel DRUyVkJxGAADMz2Nc? 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:21.3 4x5= 3 4 7.00 1213 5x6 n N a: 1 2 N M 11'10 111j1111.1111.=1 A 6 2x4 II 5 3x8 I I 0-4-12 4-0-0 6-0-0 b-4.12 3-7-4 2-0-0 Plate Offsets(X,Y)-- 11:0-2-8.0-0-21 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.23 6-11 >306 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.20 6-11 >364 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) -0.21 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:28 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 7-6-8 oc bracing. WEBS 2x4 SP No.3 I MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 SP No.2 1-6-0 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=254/0.3.8,4=58/Mechanical,5=162/Mechanical Max Horz 1=97(LC 12) Max Uplift 1=-126(LC 12),4=-42(LC 8),5=-137(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-173/365 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0.0 to 5-11-4 zone;cantilever left exposed;end vertical lett 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 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 1,42 lb uplift at joint 4 and 137 lb uplift at joint 5. LOAD CASE(S) Standard 4 0 WARNING-Verity design paramsfers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 641.7473 rev.1033/2015 BEFORE USE. Design valid for use only with MITeidi 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 adding design Brachg Indicated is to prevent buckling of individual truss web and/or chord members only.Addtkrral temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with posstrie personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANS1/IP11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate hslflute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 717457974 13230TOA 731 Monopitch Supported Gable 1 1 Job Reference(optional) I Building Component Supply.Jacksonville,Fl 32256 Run:8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MiTek Industries,Inc. Mon Jun 26 15:54:39 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-fJGiggPuEG92NgtRU 17hSwJoldrshxzSAwwjloz2Nc_ I — 17-4-8 I 17-4-8 1. 7.00 i 12 13 Scale=1:60.2 12 • II 10 9 6x6�i 8 7 5 :' 4 :' 3 :,. 3x6 II 2 28 27 26 25 24 23 22 21 20 19 18 17 16 15 05 1 6x6= i 17-4-8 17-4-8 Plate Offsets(X,Y)-- F28:0-2-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) rile - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 j Horz(TL) -0.00 15 n/a n/a 1 BCDL 10.0 i Code FBC2014/TPI2007 Matrix-R Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-15:2x4 SP No.3 WEBS 1 Row at midpt 14-15,13-16,12-17,11-18,10-19 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 17-4-8. (Ib)- Max Horz 28=407(LC 12) Max Uplift All uplift 100 lb or less at joint(s)15,16,17,18,19,20,21,22,23, 24,25 except 28=-262(LC 10),27=-758(LC 12) Max Gray All reactions 250 lb or less at joint(s)15,16,17,18,19,20,21,22,23, 24,25,26 except 28=830(LC 12),27=334(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-591/459,1-2=-711/595,2-3=-481/403,3-4=-464/390,4-5=-417/350,5-6=-371/311, 6-7=-333/280,7-8=-283/239 WEBS 2-27=-409/446 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psh BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-2-12 to 3-2-12,Exterior(2)3-2-12 to 17-2-12 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/I-PI 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)15,16,17,18,19, 20,21,22,23,24,25 except Qt=lb)28=262,27=758. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-14=-60,15-28=-20 1 WI nu u ruoyr r barye L / Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MNI.7473 rev.1093/2015 BEFORE USE. • Design valid for use only with MITeld)connectors.this design Is based only upon Ixzczrneters 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 property incorporate this dosign into the overall building design. Bracing indicated Is to prevent buckling of Indivkdud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for skfiltty and to prevent collapse with rxss[ie personal injury and property damage. For general guidance redacting the k8xk:atkon storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdtable from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply T11457974 13230TOA T31 Monopdch Supported Gable 1 1 I Job Reference(optional) Building Component Supply.Jacksonville.FI 32256 Run.8.110 s Mar 31 2017 Print:8.110 s Apr 13 2017 MaTek Industries.Inc. Mon Jun 26 15:54:39 2017 Page 2 ID:RME NIBSOsIpEA2jiFrz5c7yVYhx-fJGiggPuEG92NgIRU 17hSwJoldrshxzSAwwjloz2Nc_ LOAD CASE(S) Standard Concentrated Loads(ib) Vert:1=-41 t, I Q WARNING-Verify dosIgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. III 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 verify the applicability of design paamelers and property incorporate hits design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addtlond temporary and permanent bracing MiTek• Is always required for sklbNtty and to prevent collapse with possibie personal k.y and properly damage. For general guidance regardng tfw 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,D5B-89 and SCSI Bung Component Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty r 1Ply TI1457975 13230TOA T32 Common Supported Gable 2 1 I Job Reference(optional) Building Component Supply. Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:25 2017 Page 1 ID:RME NIBSOsIpEA2jiFrz5c7yVYhx-tAkquMNTjZYDNcdbJcNnMI VXIGOHzoMMzbZkX7.20em 1-8-12 1-100 10-1-0 18-3-2 18f5-4 20.2.0 1-8-12 0$-2 8-2-2 I 8-2-2 04-2 1-8-12 5x6_ Scale=1:39.4 8 7 ', 9 7.00 FIT 6 10 5 11 ,: q 12 3 13 hi 14 2 J 115 co Ada ,--n I F Il- P 1 w n n n . w` A 6 ... ........................ . ... ; ;_;; .; ..: * .;.. ;;; . Ic 0 3x428 27 26 25 24 23 22 21 20 19 18 17 16 3x4�� 6x6 20-2-0 II 20-2-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S ' Weight:123 lb FT=20% t I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-2-0. (Ib)- Max Horz 1=-164(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,23,24,25,26,27,28,21,20,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)1,15,22,23,24,25,26,27,28,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced root 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=24tt;eave=2tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-2-10 to 3-5-0,Exterior(2)3-5-0 to 10-1-0,Corner(3)10-1-0 to 13-1-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,23,24,25,26, 27,28,21,20,19,18,17,16. t, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 11 7473 rev.10103/2015 BEFORE USE. mg Design valid for use only with Mllek®connectors.this design is based only upon parameters shown,and Is for on individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into The overall building design. Bracing indicated is to prevent budding of IndNidud truss web and/or chord members only. Addiliona temporary and permanent bracing MiTek' i Is always required for stability and to prevent collapse with possible personal initly arid properly damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Qualty Criteria,DSB-89 and SCSI Building Component 6004 Parke East BNd. Safety Irlormallon avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexarndria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 111457976 13230TOA T33 Common 19 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:26 2017 Page 1 ID:RME NIBSOsIpEA2jiFrz5c7yVYhx-LNIC6hO5Uth4_mCoY 17cJagbT9010N6VbdK6Gzz20el 5-0-10 10-1-0 15-1-6 20-2-0__ I 5-0-10 i 5-0-6 I 5-0-6 5-0-10 6x6- Scale=1:40.7 3 7.00 r215 16 2x4 I I 2x4 I 2 4 46.1 I r 14 17 1 5 A ins ho tiliNE 01 112, ER 7 18 19 6 ►i 3x6 I I 7x6= 4x5= 3x6 II 5-0-101 15-1-6 20-2-0 5-0-10 10-0-13 5-0.10 Plate Offsets(X,Y)-- 11:0-2-8,0-1-1),11:0-0-2,0-4-31,11:0-0 1,0-0-2),13:0-3-0,0-1-121,15:0-0-1,0-0-21,15:0-0-2,0-4-31,15:0-2-8,0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.32 6-7 >763 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.75 6-7 >324 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.26 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=807/0-3-8,5=807/0-3-8 Max Horz 1=-167(LC 10) Max Uplift 1=-212(LC 12),5=-212(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1261/355,2-3=-1355/493,3-4=-1376/504,4-5=-1265/353 BOT CHORD 1-7=-228/1140,6-7=-90/693,5-6=-227/1019 WEBS 3-6=-213/703,4-6=-356/252,3-7=-201/688,2-7=-348/245 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-1-0,Exterior(2)10-1-0 to 13-1-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=212,5=212. 0 WARNING-Verity design paramofors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7073 rev.ie03/2015 BEFORE USE. id' Design valid for use only with Mltekk)connectors.This design Is based only upon paaneters shown,and B for an indiv1dual holding component,not a truss system.Beide use.the bulking designer must verify the applicability of design parameters and properly Incorporate this design into the overall bolding design. Bracing indicated Is to prevent budding of In dlvkhral truss web and/or chord members only.Additional temporary and permanent Irrac ing MiTek Is always required for stabltly and to prevent collapse with possible personal kn*ay and property damage. For general guidance r:gcxdkng the fabrication,storage,delivery,erection aid bracing of trusses and truss systems.seeANSl/TPII Quality Criteria.DSB-89 and BCSI Rua-ding 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 Oly • Ply T11457977 13230TOA Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:27 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-pZsaJ1 PjFApxcwm_5kersnNpsYwRltSfgH4goaz2Oek 3-10-8 3-10-8 2x4 II Scale=1:14.1 2 7.00 12 i ■ io 3 2x4 - 2x4 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 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 Ind YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=128/3-10.1,3=128/3-10-1 Max Horz 1=76(LC 12) Max Uplift 1=-11(LC 12),3=-56(LC 12) Max Gray 1=128(LC 1),3=135(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25it;B=45ft;L=24f1;eave=oft;Cat. II;Exp C;End.,GCpl-0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE Md-7473 rev.10'03201S BEFORE USE re• Design valid for use only with MITek1)connectors.This design Is based only upon parameters shown,and Is for an incilvldml buNdIng component,not a truss system.Before use.the!wilding designer must verify the applicability of design parameters and properly incorporate thls 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 colic.>Use with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,scroANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuBdtng Component 6904 Parke East Blvd. Solely Information avallabie from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type OtyP� ly 111457978 13230TOA V02 Valley 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:27 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-pZsaJ1 PjFApxcwm_5kersnNrKYx?ItSfgH4gooz20ek 1-10-8 1-10-8 Scale=1:8.3 2 7.00 12 I 1 I I d / . a 3 2x4�- LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 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=53/1-10-1,2=40/1-10-1,3=13/1-10-1 Max Horz 1=32(LC 12) Max Uplift 1=-5(LC 12),2=-30(LC 12) Max Gray 1=53(LC 1),2=43(LC 17),3=27(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=2411 eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will iii between the bottom chord and any other members. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.19832015 BEFORE USE. Design valid for use only with Mllek®connectors.this design Is based only upon parameters shown.and Is for an Y eldual 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 Ind dual truss web and/or chord members only. Addlional temporary and permanent bracing MiTek' is always required for stability and to prevent colicpse with possible personal injury and property damage. For general gu dcisce regarding the fabrication,storage,delivery,erection and tracing of trusses arid truss systems,soeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avclable from Truss Plate InstlNte.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11457979 13230TOA V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:28 2017 Page 1 I D:RM ENI BSOsIpEA2jiFrz5c7yVYh1x-IIOyXNOLOUxoE4LAlR95P?w0_yHAUKio2xpDLsz2Oej 2-0-0 2-0-0 Scale=1:8.6 2 7.00 FIT 1 0 •:•:❖:❖:•:❖:•:•::❖:❖:•::❖::❖:•:•:❖:❖:❖❖:•:❖:•:❖:❖:•::❖:•:•::❖ 3 2x4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=58/1-11-9,2=44/1-11-9,3=15/1-11-9 Max Horz 1=35(LC 12) Max Uplift 1=-5(LC 12),2=-33(LC 12) Max Gray 1=58(LC 1),2=47(LC 17),3=29(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. WARNSVG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.IOV3/201S BEFORE USE. • Design valid for use only with Milek®connectors.this design Is based only upon parameters shown.and Is for cn Individual building component.not a truss system.Before use.the building designer must verify the appllcabllty of design parameters and properly Incorpxxate this design into the overall building design. Bracing indicated Is to prevent buckling of individual taus web and/or chord members only.Additional lemlorW and permanent tracing MiTek* Is always required for stability and to prevent collapse with possible personal lnfury and property damage. For general gukkarce regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erecta n and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.OSB-119 9 and BCSI Building ComponentEst 0 SafSafelyIntormalton avdkt>le Irom Truss Plate institute.218 N.Lee Sheet,Suite 312,Nexcidrla.VA 22314. Tampa.P,Parke Job Truss Truss Type Qty ' Ply TI1457980 13230TOA VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:28 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-IIQyXNQLOUxoE4LAf R95P?w?syGTU Kio2xpDLsz20ej I 3-1-11 3-1-11 2x4 I Scale:1'=1' 2 7.00 FIT , I Cl cI a i 1 Ia a 3 2x4 1 2x4 , I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 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) 1=98/3-1-5,3=98/3-1-5 Max Horz 1=59(LC 12) Max Uplift 1=-9(LC 12),3=-43(LC 12) Max Gray 1=98(LC 1),3=104(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. o WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI.7473 rev.10/93/2016 BEFORE USE MN Desk")valid for use only with MI IekO connectors.this design Is based only upon parameters shown.and is for an Individual bolding component.not a truss system.Before use-the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall biding design.&acing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always requked for stablfty and to prevent coltopse with possible personal kn.iy and properly damage. For general guidance regarding the 6904 ast BNd. fabrk:atIon,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-B9 and SCSI Building Component 69 P.Parke Ee East 0 Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. _ _._ _ - ___ Job ITruss Truss Type A Qty • Ply TI1457981 13230TOA 1V05 Valley 1 1 _ _{.Job Reference(optional)_ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:29 2017 Page 1 I D:RM E NI BSOsIpEA2j1Frz5c7yVYhx-myzLkjOzmo3frE WM D9hKxCS8VMbMDnyyHbZmtlz2Oei 4-3-7 l • 4.3.7 Scale=1:15.3 2 2x4 II ill ill ill IIHA 7.00 Fri 1 II 1 10 3 2x4 i 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - rUa 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:16 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-7 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=144/4-3-0,3=144/4-3-0 Max Horz 1=86(LC 12) Max Uplift 1=-13(LC 12),3=-63(LC 12) Max Gray 1=144(LC 1),3=152(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25th B=45ft;L=2411;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.6-8 to 3-6-8,Interior(1)3-6-8 to 4-1.11 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. 0 WARNING-Verily design parerneters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Mtl-7473 rev.1GD3/Z015 BEFORE USE. Design valid for use only with Malek®connectors.This design Is based only upon parameters shown.and Is for an Individual buldkng component,not a truss system.Before use,the building designer must verity the applicablity of design parameters and properly Incorporate this design Into the overall baMiTek' king design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing Is always required for stability and to prevent collapse w th possible personal Injury and properly damage. Fa general guidance regarding the Eas Parket t Blvd. m fabrication,storage,deltvery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteda,DSB-89 and BCSI Building Component 66904 904 P. E3sB Safely Infoaton available from Truss Plate institute.218 N.lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type ! Qty I Ply T11457982 13230TOA V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:30 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-E8Xjx3RbX5BWTOVZnsCZUO?GDmveyECSW FIKPkz2Oeh 5-5-2 I 5-5-2 Scale=1:19.8 2x4 II 2 i 7.00 12 5 0 N f.) 4 3 2x4 i 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a Weight:20 lb FT=20% BCDL 10.0 I Code FBC2014/TPI2007 Matrix-P l LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=190/5-4-11,3=190/5-4-11 Max Horz 1=113(LC 12) Max Uplift 1=-17(LC 12),3=-83(LC 12) Max Gray 1=190(LC 1),3=201(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=41t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 5-3-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE , Design wild for use only with MITe k!)connec tors.lids design Is based only upon parameters shown.and is for an hxdiwldual banding component.not a truss system.Before use.the balding designer must verify the applcablity of design parameters and txorx:rly hnconxxate this design Into the overall MiTek, bolding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary abracing(rid permanent Is always regolred for stablltiy and to prevent collapse with possible personal ksW and properly daxnaxto. For general guidance reaming the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.see-ANSI/1PI I Quality Criteria.DSB-89 and BCSI Bulking Component 69046 P. East 0 Slaty Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Job !Truss Truss Type Qty - Ply i T11457983 13230TOA V07 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:30 2017 Page 1 I D:RMENIBSOsIpEA2jIFrz5c7yVYhx-E8Xjx3RbX5BW TOVZnsCZUQ?L2mzLyE W 5W F I KPkz20eh 1-8-12 1-10-14 5.0.98.2.3 10-1-1 I 1-8-12 0-2-2 3-1-11 3-1-11 2- 1-8-12 1-8-12 Scale=1:17.7 4x5 II 3 1 _ 1 11 7.00 12 10 iia 2x4 II 4 2x4 II 2 6 Pa El N 12 9 i 5 1 O I — O 8 7 6 2x4 i2x4-� 2x4 2x4 Ii 2x4 I 10-1-1 10.1-1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 i Lumber DOL 1.25 BC 0.04 Vert(TL) Na - Na 999 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 10-1-1. (Ib)- Max Horz 1=63(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6 Max Gray All reactions 250 lb or less at joint(s)1,5,7,8,6 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=5.0ps1;h=25ft;B=4511;L=24th eave=41h Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-1510 4-2-15,Interior(1)4-2-15 to 5-0-9,Exterior(2)5-0-9 to 8-0-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf 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)1,5,8,6. mit 1 / A WARNING-Vilify design parameters and READ NOTES ON THIS AND INCLUDED MIWEK REFERANCE PAGE M11.7473 rev.185312015 BEFORE USE. Design valid for use only with Mileki)connectors.Buis design is lased only upon parameters shown,and is for cn indMdtsrl building component,not a truss system.Before use.the building cfesigner must verify the applicability of design parameters and properly iscorp rate this design Into the overall building design. Bracing indicated is to prevent buckling of individual puss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stabMtiy and to prevent collapse with possit4e personal Irluy and property damage. For general guicWx:e regardng the Parke East Blvd fabrication,storage.delivery.Erection and tracing of trusses and truss systems,seeANSI/IPt1 Qualify Criteria,DSB-89 and BCSI Building ng ComponentEt 0 Safely Information avalkY�le from Trus Plate institute,218 N.lee Sheet,Stile 312.Alexandria Tampa..VA 22314. _.. __ _. Job Truss Truss Type Qty Ply 711457964 13230T0A IV08 Valley 1 1 Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:31 2017 Page 1 ID:RME NIBSOsIpEA2jiFrz5c7yVYhx-iK559PSE I PJN5X41Kajo0dYW 8AJDhh3F Iv2ixBz20eg 1 3.0.93 a9 1 3-0-9 1 4x5 II Scale=1:13.4 2 t li 7.00 FIT —J 3 I � \ o 4 2x4-i 2x4 2x4 0-p-7 6-1-1 0-10i-7 6-0-10_- — — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) Na Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a Na Weight:19 Ib FT=20% BCDL 10.0 i Code FBC2014/TPI2007 Matrix-P 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. (Ib/size) 1=105/6-0-3,3=105/6-0-3,4=191/6-0-3 Max Horz 1=-41(LC 10) Max Uplift 1=-41(LC 12),3=-41(LC 12),4=-23(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24th;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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.Opsl 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-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS-7473 rev.10'03/2015 BEFORE USE. idt Design valki for use only with Mllek®connectors.this design Is based only upon parameters shown.aryl Is for an Indlvk ual building component-not a truss system.Before use,the bUlding designer must verily the applicability of design parameters and property I ncalxxate this design Into the overall MiTek" building design. Bdi Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Ad ritkxnal temporary and permanent tracing Is always required to stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the East Bid. m fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality 6904 Parke Criteria,DSB-89 and SCSI Building Component Tampa.04 East 0 Safety information available toTruss Plate instItute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. 1 Job Truss Truss Type Oty . Ply ' I T11457985 13230TOA V09 Valley 2 1 j I __ jJob Reference(optional) ___1 Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:32 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-AXfTMITs3jREihfxuHE 1 Zr4f NZcK05o0zYnRUdz2Oef I 15-4-8 I 15-4-8 i 2x4 II Scale=1:53.4 5 7.00 12 2x4 !110 4 r 6x6:,- 3 3 2x411 2 y is I 0 3x4 G 9 8 7 6 2x4 i 2x4 ' 2x4 ' 2x4 II I 15-4-8 15-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - IVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S I Weight:78 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 WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-4-1. (Ib)- Max Horz 1=351(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,1 except 7=-i52(LC 12), 8=-138(LC 12),9=-130(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,1 except 7=506(LC 17),8=392(LC 17),9=310(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-400/388,2-3=-301/288 WEBS 4-7=-329/218,3-8=-298/180,2-9=-278/186 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-6-8 to 3-4-8,Interior(1)3-4.8 to 15-2-12 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,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,1 except(jt=lb) 7=152,8=138,9=130. 1 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/032015 BEFORE USE. MN Design valid for use only with Miele&connectors.This design Is based only upon parameters shown,and is for an ixtivkk of Deriding component,not a truss system.Before use,the bulldng designer must verify the applicability of design parameters and properly Inca.grxale 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 tracing MiTek is always requires/for stabOBy Ind to prevent collapse with possible personal Infuy and property damage. For general gulafa ce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPll Quality Crllerb,DSB-89 and SCSI BuBdIng Component 6904 Parke East Blvd. Safely Infor mafon available from Toss Plate Institute,218 N.Lee Street.Stile 312,Alexangkla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11457986 13230TOA V10 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:32 2017 Page 1 ID:RMENIBSOsIpEA21IFrz5c7yVYhx-AXfTMITs3jREihfxuHE 1Zr4eoZdaQ6HOzYnRUdz2Oef 13-4-8 13-4-8 2x4 Scale=1:46.6 4 Pi 2x4 L' g 7.00�2 3 2x4 2 B 1 Y Y Y 3x41 7 10 6 5 2x4 I2x4 II 2x4 II -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 5 is/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:64 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 13-4-1. (Ib)- Max Horz 1=303(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 6=-137(LC 12),7=-179(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 6=461(LC 17),7=443(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-329/322 WEBS 3-6=-305/208,2-7=-375/244 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6.8,Interior(1)3-6.8 to 13-2-12 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 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsl 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)5 except(jt=lb) 6=137,7=179. t � A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml-7473 rev.100312015 BEFORE USE Design valid for use only with Mlleka connectors.This design Is based only upon parameters shown.and Is for an Individual bolding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate ttnls design Into the overall balding design. Bracing indicated Is to prevent budding of indiAdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ek• Is always required for stability and to prevent collapse with posstle personal Injury and property damage. For general griddrrco regarding the 6904 Parke East Blvd. storage,delivery,erection and bracing of mases and truss systems.seeANSI/TPI I Quality Criteria,DS8-89 and SCSI Budding Component Safely Information available Born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type OryPly T11457987 13230TOA ;V11 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:33 2017 Page 1 ID:RME NI BSOsIpEA2jiFrz5c7yVYhx-ejDra5UUg0Z5KrE8S?IG62dg0zy 19aIXCCX_03z20ee 11-4-8 11-4-8 2x4 II Scale=1:39.8 4 7.00112 2x4 Ii 3 2x4 II 2 I...a .811111111111111111111 3x4 i 7 6 5 2x4 I 2x4 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a lila BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:52 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 11-4-1. (lb)- Max Horz 1=256(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5 except 6=-152(LC 12),7=-130(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 6=440(LC 17),7=303(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-310/288 WEBS 3-6=-337/245,2-7.280/195 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25it;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-6-8 to 3-4-8,Interior(1)3-4-8 to 11-2-12 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,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 6=152,7=130. WARNAVG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1-7473 rev.1093/2016 BEFORE USE. Dodgn valid for use only with M19.4d/connectors.INs design is based only upon parameters shown.and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bldkg design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary arid permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. kr 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 inns Plate Institute,218 N.Lee Street.Salle 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11457988 13230TOA V12 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:34 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-6vnEnQU6bKhyy?pKOiGVeGA_LNIyu1 rhRsGXYWz2Oed I 9-4-8 9-4-8 2x4 H Scale=1:33.8 7.001. Id" 2x4 II 2 0 7 1 2x4 i 5 8 4 2x4 11 2x4 1 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.09 Horz(TL) 0.00 4 rile n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:40 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=156/9-4-1,4=107/9-4-1,5=433/9-4-1 Max Horz 1=208(LC 12) Max Uplift 4=-47(LC 12),5=-188(LC 12) Max Gray 1=156(LC 1),4=158(LC 17),5=479(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-409/292 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-8 to 3-6-8,Interior(1)3-6-8 to 9-2-12 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,with BCDL=10.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5=188. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with Mitek&connectors.Thls design Is based only upon parameters shown.and Is for an Individual ixAdlna component.not a truss system.Before use-the building designer must verify the appiicablity of design parameters and properly Incorporate this design Into the overall budding design. &sang Indk:atod Is to prevent budding of kndlvidufai truss web and/or chord members only.Additional Temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal initay and property damage. rot general gu dartce regarding the fatxk:atkxt storage,delivery,erection and bracing of trusses and Buss systems,seeANSIRPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke Eget Blvd. Safety Information avc:ctle from Truss Plate institute,218 N.tee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 11 Job Truss Truss Type Qty * Ply T11457989 13230TOA V13 Valley 2 1 Job Ret erencejo�tionalL Building Component Supply, Jacksonville,FL-32256. 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:34 2017 Page 1 ID:RMENIBSOsIpEA2ji Frz5c7yVYhx-6vnEnQU6bKhyy?pKOiGVeGA?qNJ 1 u 1_hRsGXYWz2Oed 7-4-8 7-4-8 Scale=1:26.8 2x4 I 3 7.00 12 2x4 II 2 6 1r I 1yy 2x4 2x4 5i 42x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:30 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=71/7-4-1,4=123/7-4-1,5=340/7-4-1 Max Horz 1=160(LC 12) Max Uplift 4=-54(LC 12),5=-149(LC 12) Max Gray 1=74(LC 18),4=130(LC 17),5=360(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-336/259 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=45ft;L=24(1;eave-4f1;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6.8 to 3-4-8,Interior(1)3-4-8 to 7-2-12 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)4 except(jt=lb) 5=149. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10103/2015 BEFORE USE. 111 Design valid for use only with MI1ekJ connectors.Mis design is based only upon parameters shown.and Is for an YxAvklual building component,not a truss system.Before use,the building designer must verify the applicability of design txeameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indivkWal truss web and/or chord members only.Adaitiand temporary and permanent bracing MiTek Is always requited for sldIAIty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and Buss systems,sneANSI/IPll Curly Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Safely Information avdicble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempe,FL 33610 Job Truss Truss Type Oty Ply TI1457990 13230TOA V14 Valley 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:35 2017 Page 1 I D:RM E NI BSOsIpEA2ji F rz5c7yVYhx-a5Lc?mVkMd ppZ9O W ZQokBTi76ncvd V Rgf W 055yz2Oec 5-4-8 5-4-8 Scale=1:19.6 2x4 I 2 7.00 12 .4000iogo 5 Aik 4 3 2x4 2x4 I. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 i Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr YES W8 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:20 lb FT =20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=188/5-4-1,3=188/5-4-1 Max Horz 1=112(LC 12) Max Uplift 1=-16(LC 12),3=-82(LC 12) Max Gray 1=188(LC 1),3=198(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6.8 to 3-6-8,Interior(1)3-6-8 to 5-2-12 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. 1 I V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/012015 BEFORE USE till Design wild for use only with Milek3)connectors.this design is based only upon rxxaneters shown.and Is for an IndlNdrd bolding component.not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly incorporate this design Into the overall bulking design. Bracing indicated Is to prevent budding of Individual truss web ad/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse wtth possible personal Injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of Misses and truss systems.see.ANSI/IPIl Quality Criteria.051149 and SCSI Building Component 6904 Parke East BNd. Safety Information avdkable horn Truss Prate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty • Ply 1 T11457991 13230TOAI V15 Valley 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:36 2017 Page 1 I D:RMENIBSOsIpEA2jiFrz5c7yVYhx-31u_C6W M7xxgBJzj77JzjhFMUB?5Myh_uAledOz2Oeb 3-4-8 3-4-8 2x4 ; Scale=1:12.7 2 7.00 RI . Pi • ■ 0 3 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.13 i Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) n/a - n/a 999 BOLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-PWeight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. l REACTIONS. (lb/size) 1=108/3.4-1,3=108/3-4-1 Max Horz 1=64(LC 12) Max Uplift 1=-9(LC 12),3=-47(LC 12) Max Gray 1=108(LC 1),3=114(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;13=4511;L=24ft;eave=4th Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 4 A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11.7473 rev.10932015 BEFORE USE III Design valid tel use only vAtn Mitekh:connectors.1Ns design Is based only upon pxrcrnelers shown.and is for an indMdual[wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• Is always required for stability and 10 prevent collapse with possble personal Inlay and property damage. For general guidance regarding the fabrication.storage,delNery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria.DSB-89 and BCSI Bulling Component 6904 Parke East Blvd. Saltily Information available horn Taus Plate Institute.218 N.Lee Street,Smite 312,Alexandria VA 22314. Tampa,FL 33610 Job • Truss Truss Type r Qty . Ply T11457992 13230TOA V16 Valley3 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:36 2017 Page 1 ID:RMENIBSOslpEA2ji Frz5c7yVYhx-31u_C6W M7torgBJzj77JzjhFOLBOGMyh__uAledOz2Oeb I 1-4-8 1-4-8 Scale=1:6.8 7.00 12 2 1 o m aAtiAll4 e %%%i iii •.•ii ii0•iii iiii0•ii1'•�••�••�•••�•�•�•�• ::::::::::::::::::::::::::::::::V::::::::::::::::::::::::::*:*:::::::::::::::::: 3 2x4-i I LOADING (psf) SPACING- 2-0-0 l CSI. DEFL. in (loc) t/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I IC 0.01 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-8 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 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=33/1-4-1,2=25/1-4-1,3=8/1-4-1 Max Horz 1=20(LC 12) Max Uplift 1=-3(LC 12),2=-19(LC 12) Max Gray 1=33(LC 1),2=27(LC 17),3=17(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 4)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. t. d A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 915-7473 rev.1W03/2015 BEFORE USE la Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown.and Is for an In divldual binding component,not a truss system.Before use,the bulking designer must verify the appllcablity of design parameters and properly incorporate this design Into the overdl bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always reyuled for slabllty and to prevent collapse wth 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,DSII-89 and BCSI 8uildrg Component 6904 Parke East Blvd. Safely Information a vclk t le from truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T11457993 13230TOA V17 GABLE 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:37 2017 Page 1 ID:RMENIBSOsIpEA2I1Frz5c7yVYhx-XUSMPSX.uF3WpSXvhggCGunYUaM65PG77qVC9qz20ea I 1-8-12 1-110(14 10-0-0 18-1-2 1815 20-0-0 1-8-12 0-2.2 8.1.2 8-1-2 0-'2.2 1-8-12 5x6= Scale=1:35.8 7 6 0% B 7.00 12 i : 9 5 27 26 � 1 10 4 uS 1128 3 25 j 12 2 13 1.A A A 'ir Y Y Y Y Y` V ••3x4 i•• 3x4 24 23 22 21 20 19 18 17 16 15 14 6x6= 20-0-0 I 20-0-0 LOADING (psi) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 i Vert(TL) iVa - n/a 999 BCLL 0.0 * Rep Stress Incr YES • WB 0.04 I Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:103 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-0. (lb)- Max Horz 1=-145(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,20,21,22,23,24,18,17,16,15,14 Max Gray All reactions 250 lb or less at joint(s)1,13,19,20,21,22,23,24,18,17,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-15 to 4-2-15,Interior(1)4-2-15 to 10-0-0,Exterior(2) 10-0-0 to 13-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,20,21,22,23, 24,18,17,16,15,14. A WARNNVG-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7073 rev.1003/2015 BEFORE USE. - Design valid for use only with Milek®connectors.This design Is based only upon parameters shown.and Is for cn individual buldkng component.not a truss system.Before use.Ste building designer must verify the applicability of design parameters and properly incorporate this design kilo the overall MiTek' buldkng design. Bracing Indicated k to prevent buckling of kndivWtr ud buss web and/or chord members only. Addtfonal temporary and permanent acing Is always required to stability and to prevent collapse with possible personal injury and property damage. For general guWcrsce regarding the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and trusss systemseeANSI/lPll Quality Criteria,DSS-69 and SCSI aul ding Component Tampa,6904P.dr East 0 Safely Information available from Truss Plate InsgMe,218 N.Lee Street,Suite 312,Poexandrta.VA 22314. --. ' ( Job Truss Truss Type JOty Ply 711457994 13230TOA V18 Valley 1 11 Job Reference(optional Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:38 2017 Page 1 ID:RMENIBSOsIpEA2jiFrz5c7yVYhx-?gOkdoXdfYBNOc65EYLRp6Kg_ h1 gr4GMUEIhHz2OeZ 8-1-0I 1810 2-0I 8-1-0 8-1-0 5x6= Scale=1:30.9 3 . II 10 7.0012 11 2x4 II 10 2x4 II 4 2 12 9 r NI 5 ¢a 1 le ' y r' a 3x4 i 8 7 6 3x4 2x4 I 6x6= 2x4 16-1-9 16-2-0 I 16-1-9 0-6-7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 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 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-1-2. (Ib)- Max Horz 1=125(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 8=-158(LC 12),6=-158(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=258(LC 1),8=377(LC 17),6=377(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-328/213,4-6=-328/213 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=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6.8 to 3-6-8,Interior(1)3-6-8 to 8-1-0,Exterior(2)8-1-0 to 11-1-0 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)1,5 except(jt=lib) 8=158,6=158. 1 a WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek0)connectors.this design is based only upon txt ometers shown.and is for an Individual holding component.not a truss system.Before use,the building designer must verify the applicability of design txx<aneters and properly khcortxxato this design Into the overallbuilding design. Bracing indicated MiTek" Is always required tor stately and to preto vent collapse with possible perxNxbuckling of individual truss walirsy ab nd properly damalge. for general g or chord members only.Addniona ti danCo repading the cnd nt bracing fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSi/IPI I Quality Criteria,DSB-89 and SCSI Butidng Component 6904 Parke East Bird. Satoh/IMortnatlon available from Truss Rate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss ITruss Type e Qty a Ply 711457995 13230TOA V19 (Valley 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Mon Jun 26 13:43:39 2017 Page 1 I D:RM E NIBSOsIpEA2ji Frz5c7yVYhx-Tta7g8YFQsJ E2mhHoFsgUts9009ZJUQaB_IEjz20eY 6-1-0I 1220 6.1-0 6.1-0 5x6= Scale=1:23.3 3 7.00 lii. 11 10 12 9 2x4 II 42x4 II 2 • 1 i& .� A ` 5 6 3x4 i 2x4 8 2x4 I 2x4 I. 3x4 0-0.7 12-2-0 I 0-0-7 12-1-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 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 Weight:43 lb FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-S 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. I REACTIONS. All bearings 12-1-2. (Ib)- Max Horz 1=92(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5,7 except 8=-132(LC 12),6=-132(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,5 except 7=277(LC 1),8=310(LC 17),6=310(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-287/206,4-6=-287/206 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opst;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6.8 to 3-6-8,Interior(1)3-6-8 to 6-1-0,Exterior(2)6-1-0 to 9-1-0 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)1,5,7 except Ot=lb)8=132,6=132. t l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE ABI-7473 rev.10/0312016 BEFORE USE. iiit Design valid for use only with Mttek9 connectors.This design is based only upon parameters shown.and Is for an Individual buldkq 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.Addtknwl temporary aid permanent bracing MiTek' Is always required for slability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the East BNd. fabrication,storage,delivery,erection and bracing of trusses and Buss systems,seeANSI/1PI1 Quality Cdtera,DSB-89 and SCSI Bul6904 dng Component 69 P.Parke 33610t Safety Information avdid7le from Buss Plate knsstItude.218 N.Lee Street,Shite 312,Alexandria VA 22314. - 1 0o p 5 oo:, D C!) 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