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1684 ATLANTIC BEACH DR - TRUSSES -- << mitLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeks' RE: 13704TB - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: . Model: Davenport - Caribbean Tampa,FL 33610-4115 Lot/Block: 084 Subdivision: Atlantic Beach Address: 1684 Atlantic Beach Dr., . City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014iTPI2007 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 63 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. Sealy Tru25o cross Name ' D 8%e I N8.i Seal 22s�ToSss Name Date 18/8/17 2 T11782251 CJO2 8/8/17 119 1T11782268 j 106 8/8/17 I 3 ,T11782952 CJO3 8/8/17 120 I T117822691 T07 18/8/17 4 T11782253 I EJ05 8/8/17 21 'T117822701-108 1 8/8/17 5 T11782254 I F01 8/8/17 22 1T11782271 T09 18/8/17 i 6 T117822551 F02 8/8/17 23 ,T11782272 T10 18/8/17 7 T11782256 j F03 8/8/17 24 1T117822731T11 18/8/17 8 111782257 1 F04 8/8/17 25 T11782274 T12 18/8/17 9 T117822581 F06 8/8/17 26 111782275T13 8/8/17 10 T11782259 ' F07 8/8/17 27 T11782276 T14 8/8/17 11 T11782260 1 F08 8/8/17 28 T11782277 T15 8/8/17 12 J1111782261 F09 8/8/17 29 T11782278 T16 , 8/8/17 j L13 T11782262 F10 8/8/17 30 T11782279 T17 8/8/17 114 T11782263 I FG01 8/8/17 1_31 .T117822801 T18 8/8/17 115 T11782264 T02 8/8/17 132 T11782281 T19 8/8/17 116 T11782265 103 8/8/17 133 T117822821-120 8/8/17 I 117 T11782266 I T04 8/8/17 134 I T11782283'T21 ; 8/8/17 I ottItIIiiii The truss drawing(s)referenced above have been prepared by MiTek ��0" QUIN VFX ,,' USA, Inc. under my direct supervision based on the parameters :.N% �.,•cc E�N d• ;-• ' provided by Building Component Supply. • Truss Design Engineer's Name: Velez, Joaquin • •• . No 6818 ; 9 9 q : *; I ;* My license renewal date for the state of Florida is February 28, 2019. : : * �'�' : :11 / :CC= IMPORTANT NOTE: The seal on these truss component designs is a certification %W'. STATE •F : C/ that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters ��i• N..*..-. 0 R \O•P \ .�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,, S s• given toMiTek. ku o eponl�and was nott specific takenn included account in the prr eparation ncustomers °II1S;ON A'� NS filePrP Y P P these designs. MiTek has not independently verified the applicability of the design Joaquin Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: August 8.2017 Velez, Joaquin 1 of 2 OFFICE COPY .1•03 to �. r- .y IIIt! I i 1 ,4, .. se 7 b v?NAr E .t41 BY im ,n - Tat Tat I 01 3 �� ..� o CHU.c %g Y .Y0 ! / x '.. • i Tatr''gg 8 ! "' 10 Caws Tri P til Proa Roi1D Length R ROI 2o45-08 onCENTERe L( SECOND FLOOR LAYOUT SCALE: 3/ 1 6" = 1 SOH RE: 13704TB - Site Information: Customer Info: Toll Brothers Project Name: . Model: Davenport - Caribbean Lot/Block: 084 Subdivision: Atlantic Beach Address: 1684 Atlantic Beach Dr., . City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 T11782284 T22 8/8/17 36 T11782285 1 T23 8/8/17 37 T117822861T24 8/8/17 38 T11782287 1125 8/8/17 39 T1 1 782288 1 T26 8/8/17 40 T117822891 T27 8/8/17 41 T117822901128 8/8/17 42 T11782291 1T29 8/8/17 43 T1178229211-30 8/8/17 44 T1178229311-31 8/8/17 45 T1178229411-32 8/8/17 46 T11782295 1 T33 8/8/17 47 T1178229611-34 8/8/17 48 T117822971 T35 8/8/17 49 T11782298 1T36 8/8/17 50 T117822991137 8/8/17 51 T1178230011-38 8/8/17 52 T11782301 1T39 8/8/17 53 T11782302 11-40 8/8/17 54 T11782303 1141 8/8/17 55 T11782304 1V01 8/8/17 56 T11782305 I V02 8/8/17 57 T11782306 1 V03 8/8/17 58 T11782307 1VO4 8/8/17 59 T11782308 j V05 8/8/17 60 T11782309 1 V06 8/8/17 61 T117823101 V07 8/8/17 62 T11782311 1V08 8/8/17 63 T11782312 1 V09 8/8/17 2 of 2 I Job Truss Truss Type 1 I Qiy 1 Ply T11782250 13704TB CJO1 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug B 08:22:36 2017 Page 1 I D:BeMAmGcpAocREjRHMO9Sodyu BU 1-LVtUkHlolyE N pTi_2zEN_EKN IQE7?xH Kee6olEypzDX 1-6-12 � 1-6-12 2.83 12 Scale=1:9.8 2 2x4 11 1 OFFICE COPY 11 0 3 / 4 2x4 I. 1-6-12 1-6-12 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 4 >999 180 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-MR Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 GOT 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=56/0-5-8,2=40/Mechanical,3=16/Mechanical Max Horz 4=38(LC 12) Max Uplift 4=-13(LC 8),2=-28(LC 12),3=-3(LC 12) Max Gray 4=56(LC 1),2=40(LC 1),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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. mg Design valid for use oily with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members oily. Additional temporary and permanent bracing MiTek• k always required for stability and to prevent collapse with possble personal Why and property damage. For general guidance regarding the fabrk:ation,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/tPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiatle from Truss Plate Institute.218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type I cry Ply T11782251 13704TB CJO2 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:37 2017 Page 1 I D:8eMAmGcpAocREj R HMO9SodyuBU 1-phRsxdmOW GM E RdHAbgIcW RsW UpYAkOXUtI sLrgypzD W 1-6-12 1-6-12 Scale=1:14.7 2.83112 2 , 2x4 !I 1� A io yr o n ' ' N N 3 4 2x4 I I 1-6-12 1-6-12 I f LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:7 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-12 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=56/0-5-8,2=41/Mechanical,3=15/Mechanical Max Horz 4=69(LC 12) Max Uplift 4=-20(LC 8),2=-43(LC 12),3=-23(LC 12) Max Gray 4=63(LC 19),2=46(LC 17),3=37(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=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 100 lb uplift at joint(s)4,2,3. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use-the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Adatkxial temporary and permanent bracing ! MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Ir4omtatIon available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a City Ply T11782252 13704TB CJO3 Jack-Open 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:38 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-Hu?F9zn2HaU52nrN90Gr3fPgiDtPTrnd5ybuN6ypzDV 3-6-12 3-6-12 2.83 12 Scale=1:14.5 2 la 2x4 II C711 N i N I 3 4 2x4 i l 3-6-12 3-6-12 Plate Offsets(X,Y)— [4:0-2-0,0-1-4] LOADING(psi) SPACING- 2-0-0 CSC. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.02 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:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 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=134/0-5-8,2=95/Mechanical,3=39/Mechanical Max Horz 4=72(LC 12) Max Uplift 4=-32(LC 8),2=64(LC 8) Max Gray 4=134(LC 1),2=95(LC 1),3=65(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek©connectors.this design Is based only upon parameters shown,and Is for an individual building component,riot a tn.s system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall biding design. Bracing Indicated Is to prevent 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 posstrre personal Injury and property damage. For general griddncce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Solely triormalon available from Tnss Plate Institute.218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Oty Ply T117822531 13704TB EJ05 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:39 2017 Page 1 ID:BeMAmGcpAocREjRHMO9SodyuBU1-14ZdMJog2tcxgxQZj5n4bsygfdBWCI1 nKcLSvZypzDU 5-4.8 5-4-8 Scale=1:14.5 2 4.00 FIT 7 N N 1 r _ 3 3x6 11 3x4= 5-4-8 5-4-8 Plate Offsets(X,Y)— [1:0-0-0,0-1-5],[1:0-1-10,0-6-10] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.10 3-6 >610 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=141/Mechanical,3=71/Mechanical,1=213/0-5-8 Max Horz 1=73(LC 12) Max Uplift 2—74(LC 12),1=40(LC 12) Max Gray 2=141(LC 1),3=95(LC 3),1=213(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek®connectors.TNs design Is based only upon parameters shown.and Is for an individual[wilding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bwidinq design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage, for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T11782254 13704TB F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:40 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-DG6?ZfoJpBkol4?IHoIJ84U3O1 bUxljwZG4?R?ypzDT aKa o�-8 Scale=1:33.5 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 t x N x 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4= 1-6-121 2-10-12 1 4-2-12 I 5-6-12 1 6-10-12 I 8-2-12 19-6-12 110-10.12 I 12-2-12 I 13-6-12 114-10.12 I 16-2-12 I 17-6-12 118-10-12 I 20-2-0 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1.4-0 1-3-4 Plate Offsets(X,Y)— [33:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BOLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 18 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:91 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 20-2-0. (ib)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,32,31,30,29,27,26,25,24,23,22,21,20, 19 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. 1 ► 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MITek®connectors.Ibis design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indMdual truss web and/or chord members only.Additional temporary and permanent tracing MiTek is always required fcx stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/IPI1 Quality Criteria,DSB-59 and BCsI Building Component 6904 Parke East Blvd. Safety Information available Corn Truss Plate Insltlute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply 1 T11782255 13704TB F02 Floor 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:41 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-iTgNn?pxaVsfvEaxgW pYhH 112Rk_g2d3nwgZ_RypzDS 0-1-8 H` 1� I 2-0-0 I 0-9.8 0-1-8 ScAte=1:34.1 3x6= 4x6= 1.5x3= 1.5x3= 1.5x3 II 4x6= 4x6=3x6 FP= 6x8= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 o 24 N / N: / N;/ N 25 • f` W C. 22 21 20 19 18 17 16 15 14 13 12 4x6== 3x8 MT2OHS FP= 4x6= 4x6= 4x6= 5x6= 1.5x3 I I 10-2-4 11-3-01 1 17-9-0 17-i10-8 20-2-0 1 10-2-4 1-0-12 6-6-0 0-1-8 2-3-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[10:0-2-12,Edge],[11:0-1-8,Edge],[18:0-1-8,Edge],[25:0-1-8,0-0-4],[26:0-1-8,0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.27 18-20 >786 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.42 18-20 >502 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Inco NO WB 0.70 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:106 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 9-11:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 12-19:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=814/0-3-0,14=2421/0-5-8 Max Gray 23=825(LC 3),14=2421(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-822/0,1-2=-823/0,2-3=-1954/0,3-4=-2539/0,4-5=-2286/300,5-6=-2286/300, 6-7=-2286/300,7-8=-796/1061,8-10=0/1712,10-11=0/1256 BOT CHORD 21-22=0/1538,20-21=0/2365,18-20=0/2608,17-18=-300/2286,16-17=-736/1514, 15-16=-1362/126,14-15=-2122/0,13-14=-2134/0 WEBS 10-14=-2370/0,1-22=0/1061,2-22=-995/0,2-21=0/578,3-21=-572/10,4-18=-723/2, 5-18=-35/274,10-15=0/1465,8-15=-1361/0,8-16=0/952,7-16=-1023/0,7-17=0/1259, 6-17=-571/0,11-13=-1707/0,10-13=0/1446 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)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-11=-100 Concentrated Loads(lb) Vert:11=-1058 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-11=-100 Concentrated Loads(Ib) Vert:11=-1058 1 mi 0 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 MilekN connectors.lids design Is based only upon parameters shown-and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury arid property damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Bulking 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 f ;Qty Ply T11782255 13704TB F02 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc: Tue Aug 8 08:22:41 2017 Page 2 ID:8eMAmGcpAocREjRHMO9SodyuBU1-iTgNn?pxaVsfvEaxgW pYhH 112Rk_g2d3nwgZ_RypzDS LOAD CASE(S) Standard 3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-10=-100,10-11=-20 Concentrated Loads(Ib) Vert:11=-1058 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-10=-20,10-11=-100 Concentrated Loads(lb) Vert:11=-1058 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-10=-100,10-11=-20 Concentrated Loads(Ib) Vert:11=-1058 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-10=-20,10-11=-100 Concentrated Loads(Ib) Vert:11=-1058 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:12-23=-10,1-6=-100,6-10=-20,10-11=-100 Concentrated Loads(Ib) Vert:11=-1058 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-23=-10,1-5=-20,5-10=-100,10-11=-20 Concentrated Loads(Ib) Vert:11=-1058 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:12-23=-10,1-6=-100,6-10=-20,10-11=-100 Concentrated Loads(ib) Vert:11=-1058 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:12-23=-10,1-5=-20,5-10=-100,10-11=-20 Concentrated Loads(ib) Vert:11=-1058 t � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an individual building component,not a tans system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Qualify Criteria,DSB-89 and BCSI Building 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 1 Qty Ply T11782256' 13704TB F03 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:42 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-AfEI_LgZLo_WXO980DKnDVaEgg3OPVOD0aZ6WtypzDR 0-1-8 H 1- I 1-11-0 I 0.l1�8 Sc le=1:34.1 4x6- 4x6= 1.5x3= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 B 9 10 11 23 ';�,/ x / x / N / N x ,� Nor 24 Y OA .w 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-8-0 16-2-0I - 18-8-0 20-2-0 1-6-0 2-6-0 I 2-6-0 I 7-2-0 I 2-6-0 I 2-6-0 I 1-6-0 Plate Offsets(X,Y)— [1:Edge,0-1-8],[11:0-1-8,Edge),[16:0-1-8,Edge),[17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.37 16-17 >653 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.57 16-17 >418 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.10 12 n/a Na BCDL 5.0 Code FBC2014ITPI2007 Matrix-S Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP RACINGTOP 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:17-19,15-16. REACTIONS. (lb/size) 22=1089/0-3-0,12=1089/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1084/0,11-12=-1084/0,1-2=-1119/0,2-3=-2807/0,3-4=-3892/0,4-5=-4473/0, 5-6=-4473/0,6-7=-4473/0,7-8=-3892/0,8-10=-2807/0,10-11=-1119/0 BOT CHORD 20-21-0/2110,19-20=0/3478,17-19=0/4278,16-17=0/4473,15-16=0/4278,14-15=0/3478, 13-14=0/2110 WEBS 11-13-0/1445,1-21-0/1445,10-13=-1379/0,2-21=-1379/0,10-14=0/969,2-20=0/969, 8-14=-933/0,3-20=-933/0,8-15=0/575,3-19=0/575,7-15=-538/0,4-19=-538/0, 7-16=-145/635,4-17.145/635,5-17-302114,6-16=-302/14 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 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building,:omporent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gridcrice regaling the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPl l Quality Cdterla,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avd fable from Truss Plate Institute,218 N.Lee Street,State 312,Alexandria.VA 22314. Tempe,FL 33610 Job Truss Truss Type Qty Ply 111782257 13704TB F04 GABLE 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:43 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-ero8ChrB667N9YkKyxsOmi6UIEXg839MFEJf2KypzDO 0-1-8 H 1-3-0 I 1-8-0 I Scale=1:24.3 3x4= 3x4= 3x4 I I 14— 2 3 4 5 6 7 8 9 10 11 • •• • ' • 2, ,_..N / I Ai , _ _ , • i!w�wt�•, - ;:;i��Vi i i i• f�.• is pie s i e '•'•'•••••••••_ 23� 22 21 20 ._. --_•_•_•_•_•_•-'-- -._e._.e.._.-e.:Op.•.••-------- -------•-- 3x4— 3x4= 3x4—_ 19 18 17 16 15 14 13 12 3x4 I I 6.8-0 7-4-0 8-0-0 8-8-8 1 1-4-0 11610 2-8-0 2-*r0 4-0-0 , 4-8-0 5-4-0 6-0-8 1 6-7-8 1770.81 718 8-9-8 1 9-4 -0 I 10-8-0 I 12-0-0 1 13-2-0 14 .410 14-8-0 1 1-4-0 0-22 1-2-0 0-y,-0 1-3-0 ' 0-8-0 0-8.0 ' 0-8.8 0-7-0 9-440.0-8 0.10.8 0-7-8 1-4-0 1-4-0 1-2-0 0'2-9 1-4-0 0-0-8 0-3-8 0-7-8 0-8-0 Plate Offsets(X,Y)— [2:0-1-8,Edge],[4:0-1-8,Edge],[20:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.03 21 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) -0.05 21 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-Si Weight.71 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-9-0 except(jt=length)23=0-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,13,14,15,16,17,18 except 23=322(LC 1),19=268(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-325/0,2-3=-390/0,3-4=-390/0 BOT CHORD 21-22=0/390,20-21=0/390 WEBS 1-22=0/303,4-19=-357/0,4-20=0/519 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable studs spaced at 1-4-0 oc. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 1 _ l A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. NU" Design valid for use only with Milek®connectors.This design is based only upon pn nneters 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 orily. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-419 and SCSI Building Component6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. I Tarrpe,FL 33610 Job Truss Truss Type 1 Qty Ply 1 I 11 T11782258 13704TB F06 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:43 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-ero8ChrB667N9YkKyxsOmi6aCEcE85cMFEJf2KypzDO 3x6= 0-1-8 1.5x3 II I�-I I 1-3-0 2 1 I 0-58 3 1 4 3x4= 1.5x3 II Scale=1:9.4 ■ ■ ■■ 9 1.5x3= iIi Nsi, I ■% ■ ' kli. 3x4= 3x4= 3x4 II e" 7 6 5 3x4= 1-4-0 1-8-8 3-8-8 1 1-4-0 I 0-4-8 I 2-0-0 I Plate Offsets(X,Y)— [6:0-1-8,Edge],[7:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=184/0-3-8,5=190/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. t __ 1 0 WARNING-ViAry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/032015 BEFORE USE. mit Design valid for use only with Milek®connectors.his design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the bullring designer must verify the applicability of design parameters and properly incorporate this design Into the overall tuldklg design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k' Is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the tabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DS8-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type I Qty Ply T11782259 13704TB 1F07 GABLE 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:44 2017 Page 1 I D:8eMAmGcpAoc REj RHMO9SodyuBU 1-62M W POspsQF EmiJ W W eN FIwfl IeyPtZi W Uu2DamypzD P 4-1-g1 I 3x4= 2 1.5x3 II 3 1.5x3 H 4 3x4 Scale=1:9.4 • 9 1.5x3 Yo I� . -ili ii'ii....ii_ii:ii.i-•..:'iii hili::iii:hili:ilii:•::ii:'::iii::':i:';Siii;:ii.:4iiiiii::i:'i:' h. . o.i.v . iil4iiii.i00:iiiiiOiii.iii...Oiil.iiiiiiiiiiiOiiO..!OO:O.iii...:ii00....0.0.00i0i.i..O•:,:•: .O ,:,� t.V.❖ t.!!t.totZ!4444� 44N ' � iMti44ii4.t ❖'..ii .N.M44ii444iNN444 . 8 7 6 5 3x4= 3x4_ 1.5x3 ''! 3x4 ! 1-6-12 2-10-12 3-8-8 J 1-6-12 1-4-0 0-9-12 Plate Offsets(X,Y)-- [7:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight:23 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 3-8-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. t. Nit A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Beiore use,the balking designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buAding 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 slablitty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiade Corn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type t Oty I Ply T11782260 13704TB F08 Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:44 2017 Page 1 I D:BeMAmGcpAocREjRHMO9SodyuBU 1-62M W POspsQFEmiJ W W eN FlwfkyeyltZGW Uu2DamypzDP 4-1-6 1 3x6= 2 3x4 I' Scale=1:9.5 1.1-1 it I. ., U.. ... ;::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 4 3 3x4= 3x6= 1-10-0 1.10.0 -- — I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight:14 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=87/1-10-0,3=87/1-10-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 1 imut A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekV connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I quality Criteria,058-139 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tempa.FL 33610 Job Truss Truss Type t i Oty Ply T11782261 , 1370476 F09 Floor 10 I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:45 2017 Page 1 I D:8eMAmGcpAocR Ej RHMO9SodyuBU 1-aEwudMsRdjN5Osuj3MuUr7CkV24scsefiYom7CypzDO I 1-3-0 I 1-6-12 Scale=1:33.1 5x6= 4x6= 4x6= 1.5x3 H 1.5x3 H 3x6 FP= 4x6= 1.5x3= 2 N;' 3 4 5 6 7 B +\ 9 10 11 .4\ N / �N, el •,„,\ _ 23 9 Y zz hya 22 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-3-12 15-9-12 18-3-12 19-9-12 1-6-0 l 2-6-0 2-6-0 6-9-12 I 2-6-0 l 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0-1-8,Edge],[12:Edge,0-1-8],[16:0-1-8,Edge],[17:0-1-8,Edge],[22:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.34 16-17 >683 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.96 Vert(TL) -0.54 16-17 >436 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-10 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) 22=1079/Mechanical,12=2124/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1072/0,11-12=-2119/0,1-2=-1099/0,2-3=-2757/0,3-4=-3807/0,4-5=-4349/0, 5-6=-4349/0,6-7=-4349/0,7-8=-3827/0,8-10=-2789/0,10-11=-1147/0 BOT CHORD 20-21=0/2078,19-20=0/3409,17-19=0/4179,16-17=0/4349,15-16=0/4190,14-15=0/3436, 13-14=0/2115 WEBS 11-13=0/1410,1-21=0/1463,10-13=-1346/0,2-21=-1361/0,10-14=0/937,2-20=0/944, 8-14=-900/0,3-20=-908/0,8-15=0/544,3-19=0/553,7-15=-506/0,4-19=-517/0, 7-16=-171/563,4-17=-155/579,5-17=-269/27,6-16=-263/33 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. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:11=-1058 t t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIl-7473 rev.10/032015 BEFORE USE. id. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addlto ai 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 tabrIcation,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type * Qty Ply T11782262i1 13704TB F10 GABLE 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:46 2017 Page 1 I D:8eMAmGcpAocREj RHM09SodyuBU 1-2QUGgit3O1 Vy0?Tvd3PjOLk4mSetLTCoxCXJffypzDN Scale=1:33.0 3x6= 3x6 FP= 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 i _• • • BI el • • r 6 �0 • • 9 0 0 1 yl Z 35 9 a 1 e- •o • e s e s le s e e s 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 II 3x4= 3x6 FP= 3x4 II 1 1-6-12 1 2-10-12 1 4-2-12 I 5-6-12 1 6.10.12 1 8-2-12 , 9-6-12 110-10-12 I 12-2-12 I 13-6-12 114-10-12 16-2-12 I 17-6-12 118-10-12 119-9-121 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-11-0 Plate Offsets(X,Y)-- [33:0-1-8,Edge],[34:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 19-9-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,32,30,29,28,27,26,25,24,23,22,21,20, 19 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. t, 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 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 Muss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bdiding 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 collcnpse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP•I Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East BNd. Safely Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss ITruss Type ' 'Qty Ply T11782263 13704TB FG01 FLOOR 1 , 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:47 2017 Page 1 I D:8eMAmGcpAocR Ej RHM09SodyuBU 1-W d 1 e22ui9Ldpd925BnwywYHBdrrz4kuyAsHtB5ypzDM 3-7-12 7-1-12 10-7-12 14-3-8 l 3-7-12 3-6-0 3-6-0 3-7-12 Scale:1/2'=1 2x4 I I 4x5= 5x6= 15x6= 24x5= 3 4 5 1 +u e +e — o -if i I - 1 o I1 9 8 11 12 7 5x6= 13 3x4 II 5x6= 4x10= THD46 THD46 THD46 3x4 I I 3-7-12 7-1-12 10-7-12 14-3-8 1I— - - I 3-6-0 3-6-0 3-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.13 7-8 >999 360 MT20 244/190 TCDL 10.0 i Lumber DOL 1.00 BC 0.60 Vert(TL) -0.19 7-8 >873 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:157 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 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) 10=915/0-4-8,6=1166/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-813/0,1-2=-2505/0,2-3=-3663/0,3-4=-3663/0,4-5=-3144/0,5-6=-985/0 BOT CHORD 8-9=0/2505,7-8=0/3144,6-7=0/261 WEBS 1-9=0/2390,2-9=-672/0,2-8=0/1201,3-8=-336/0,4-8=0/538,4-7=-474/0,5-7=0/2990 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 8-10-12 from the left end to 12-1-12 to connect truss(es)to front face of bottom chord. 5)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:1-5=-100,6-10=-10 Concentrated Loads(ib) Vert:11=-180(F)12=-180(F)13=-180(F) t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mr-7473 rev.10/03/2015 BEFORE USE. but Design valid for use only with Miteke connectors.This design is based only upon parameters shown,and Is for an IndMdual building component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly incorporate this design Into the overall buiding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members oNy. Additional temporary and permanent bracing MITek• Is always required for stability and to prevent collapse with possible personal islrsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate institute,218 N.Lee Street.Suite 312,Nexandda VA 22314. Tampa,FL 33610 Job Truss Truss Type r ay Ply T11782264 13704TB T02 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:48 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBUt-_pbOFOvKwelgFJcIIURBTmpMOFEW pLc5PWOOjXypzDL 6-5-8 12-11-0 6-5-8 6-5-8 5x6= Scale=1:27.3 2 PA, 7.00 12 13 12 14 11 3 1 lel/ I� 1I III 6 ►� 4 3x8 II 2x4 11 3x8 6-5-8 12-11-0 6-5-8 I 6-5-8 Plate Offsets(X,Y)— [1:0-0-0,0-0-1],[1:0-0-1,0-4-1],[1:0-3-8,Edge],[3:0-0-0 0-0-1],[3:0-0-1,0-4-1],[3:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.10 4-7 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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=517/0-5-8,3=517/0-5-8 Max Horz 1=-107(LC 10) Max Uplift 1=-136(LC 12),3=-136(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-637/236,2-3=-637/236 BOT CHORD 1-4=-95/478,3-4=-95/478 WEBS 2-4=0/278 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;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5-8 to 9-5-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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 136 lb uplift at joint 1 and 136 lb uplift at joint 3. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum sheetrock be applied directly to the bottom chord. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MITeke connectors.This design is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use.the building designer must verify the applicabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of IndNidual huts web and/or chord members only.Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal knkiy and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSt/TPI l Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Intormatlon avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexa dda,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ay Ply T11782265 13704TB 103 Roof Special Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:49 2017 Page 1 I D:BeMAmGcpAoc REj RHMO9SodyuBU 1-T?9PSkvyhytXtTBUl ByQ?zMX7fbOYi0FdAm_GzypzDK 6-5-81 7-5-15 13-10-10 I 20-5-0 6-5-8 1-0-7 6-4-11 6-6-6 Scale=1:35.9 5x6•=•- 2 2 3 7x6// 7.00 12 „!*/*4 3x4 3.00112 -� 5 2B Y 7 V 19A,...: r B 9 V 20 phr 1 r ,� 02, o e Io 6x6_ • 3x4 4x5- 3x8 II 16 15 14 13 12 6-5-8 7-5-15 12-9-0 13-10-10 20-5-0 6-5-8 1 1-0-7 5-3-1 1-1-10 I 6-6-6 Plate Offsets(X,Y)- [1:0-0-0,0-0-1],[1:0-0-1,0-4-1],[1:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 18-27 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.10 18-27 >999 180 BCLL 0.0 . Rep Stress Incr YES WB 0.48 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):20 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,Right:2x4 SP No.3 Installation guide. REACTIONS. All bearings 7-11-8 except(jt=length)1=0-5-8,16=0-3-8. (Ib)- Max Horz 1=-110(LC 10) Max Uplift All uplift 100 lb or less at joint(s)11 except 1=-136(LC 12),14=-149(LC 9),13=-132(LC 22),12=-135(LC 9),15=-163(LC 12) Max Gray All reactions 250 lb or less at joint(s)11,13,11 except 1=520(LC 1), 14=338(LC 22),12=329(LC 22),15=347(LC 1),16=250(LC 3) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-644/213,2-3=-553/248,3-4=-545/220 BOT CHORD 1-18=-85/500,17-18=-85/500,16-17=-81/498,15-16=-81/498 WEBS 2-18=-45/252,8-14=-251/155,4-19=-627/164,19-20=-660/183,20-21=-636/170, 15-21=-714/212 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5-8 to 7-5-15 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 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)11,11 except Qt=1b)1=136,14=149,13=132,12=135,15=163. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 4 0 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nil Design valid for use only with Mllek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bulling 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 reqs ked for stability and to prevent coilc>pse with possLle personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication.storage.delivery,erection and tracing of trusses and truss systems,seeANSI/lPI t Qualify Criteria,DSB-89 and SCSI Building Component Sagely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Oty Ply T11782266 13704TB T04 Roof Special 4 1 j I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:50 2017 Page 1 ID:8eMAmGcpAocR EjRHMO9SodyuBU1-xCjng4waSG?OVdmgsvUfYBvfa3uHHFDOsgVXoCtypzDJ 6-5-8 7-5-15 12-8-4 20-5-0 6-5-8 1-0-7 5-2-5 7-8-12 Scale=1:34.6 5x6= 2 3 3x6 7.00 1204111% S 3.00112 2x4 II 15 4 14 Y 16 1 5 d LS 7 L 6 3x8 I 6x6= 2x4 II 4x5= 3x811 6-5-8 12-8-4 20-5-0 6-5-8 6-2-12 7-8-12 Plate Offsets(X,Y)— [1:0-0-0,0-0-11,[1:0-0-1,0-4-1],[1:0-3-8,Edge],[5:0-0-0,0-1-13],[5:0-2-13,0-9-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.24 6-13 >384 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.19 6-13 >487 180 BCLL 0.0 * Rep Stress!nor YES WB 0.10 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014JTPI2007 Matrix-AS Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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) 6=660/0-5-8,1=567/0-5-8,5=407/0-5-0 Max Horz 1=-110(LC 10) Max Uplift 6=-381(LC 9),1=-127(LC 12),5=-181(LC 12) Max Gray 6=677(LC 22),1=567(LC 1),5=407(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-718/159,2-3=-564/157,3-4=-626/168,4-5=-622/90 BOT CHORD 1-7=-43/583,6-7=-43/583,5-6=-43/583 WEBS 4-6=-493/318 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-5-8,Exterior(2)6-5-8 to 7-5-15 zone;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=381,1=127,5=181. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekIS 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 bulking design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Addtional temporary and bracing acing Ml liT ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing g of trusses and truss systems,seeANSI/IP11 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply T11782267 13704TB 105 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:51 2017 Page 1 I D:8eMAmGcpAoc REj R HMO9SodyuBU 1-POH9tQxCDZ7F6nLsQc?u4ORmhSDkOZJY5TF4KsypzDI I 2-1-14 I 6-3-8 17 3-15 14-6-12 I 20-3-0 I 2-1-14 4-1-10 1-0-7 ' 7-2-13 5-8-4 Scale=1:37.8 5x6= 4 53x` 3.0012 7.00 -2 lit i*._ 2x4 I I 4x6= 12 6x8= 2x4 I I 6 7 PI PI / 13 / N 3 vd- O a 3x5 i 1 T O 0 , 151 ►gst , 1 10 9 8 3x4I 6x6= 3x4- 4x5= 6-3-8 I 12-6-4 I 20-3-0 6-3-8 6-2-12 7-8-12 Plate Offsets(X,Y)-- [3:0-2-4,0-1-8],[6:0-4-12,0-3-0],[11:0-2-0,0-0-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.19 8-9 >500 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(TL) 0.03 8 r1/a tVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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) 11=605/0-3-8,8=497/0-5-0,9=495/0-5-8 Max Horz 11=-69(LC 10) Max Uplift 11=-169(LC 12),8=-174(LC 9),9=-148(LC 9) Max Gray 11=605(LC 1),8=497(LC 1),9=509(LC 22) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-11=-524/225,2-3=-851/287,2-4=-720/251,4-5=-528/223,5-6=-697/251 BOT CHORD 10-11=-195/614,9-10=-195/614,8-9=-439/1048 WEBS 6-8=-1017/451,6-9=-561/358 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.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 2-2-5,Interior(1)2-2-5 to 6-3-8,Exterior(2)6-3-8 to 7-3-15,Interior(1)14-6-12 to 20-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 11=169,8=174,9=148. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Ys"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Ng Design valid for use only with Mllekm connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bullring design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k. Is always required for stability and to prevent collapse with possbie personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East BHd. Safety Information avciiable from Tress Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,EL 33610 Job Truss Truss Type ' Qty Ply T11782268 13704TB 106 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL•32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:53 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-LmPv15zSIBNyM4VFX11 MApXGGG19UcugYnkBPlypzDG 18-1-0 18-1-0 1 Scale=1:48.6 6.00 FT 14 13 30 12 '• 11 10 6x6 9 8 • 7 f• 6 5 • 294 2�i 3 111111 � � _ 4x5 I. . 11 3x5 11 28 27 26 25 24 23 22 21 20 19 18 17 16 6x6= 18-1-0 18-1-0 Plate Offsets(X,Y)— [1:0-2-5,0-0-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 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 0.10 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:159 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 15-16,14-17 SLIDER Left 2x4 SP No.3 1-6-0 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All beatings 18-1-0. (Ib)- Max Horz 1=381(LC 12) Max Uplift All uplift 100 lb or less at joint(s)16,1,17,18,19,20,21,22,23, 24,25,26,27 except 28=-147(LC 12) Max Gray All reactions 250 lb or less at joint(s)16,1,17,18,19,20,21,22,23, 24,25,26,27,28 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-659/214,3-4=-532/169,4-5=-505/161,5-6=-459/144,6-7=-416/129,7-8=-375/115, B-9=-333/101,9-10=-289/86 WEBS 3-28=-130/321 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=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 17-11-4 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/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf 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)16,1,17,18,19, 20,21,22,23,24,25,26,27 except Ot=lb)28=147. 1 1 mit a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mliel&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 appllcabllty of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated is to prevent buckling of Individual ills web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stabltty and to prevent collapse with posslble personal Injury and property damage. For general gr/do nce regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quilty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informalon avalrfie from Truss Plate Institute.218 N.Lee Street,Strife 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' I Qty Ply T11782269', 13704T8 T07 Roof Special 6 1 Job Reference(optional) ' Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:54 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-pzzl W Rz5W UVpzE4R51Ybi13NhgHoDt?_nRTlxBypzDF 6-8-0 13-4-0 6-8-0 6-8-0 Scale=1:50.6 3 ' 4x5-' Ir 6.00 FIT 8 2x4 I 2 w 7 • 4x5 1 r1, N Cil N 1 . 6 5 9 4 2x4 I I 4x10= 2x4 6-8-0I 13-4-0 6-8-0 6-8-0 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 0.43 Vert(LL) -0.08 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.15 4-5 >999 180 BCLL 0.0 ' Rep Stress lncr YES W8 0.88 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS i Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 4=522/Mechanical,6=522/Mechanical Max Horz 6=267(LC 12) Max Uplift 4=-257(LC 12),6=-17(LC 12) Max Gray 4=620(LC 17),6=522(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-468/17,2-3=-500/199,3-4=-484/362,1-6=-461/92 BOT CHORD 5-6=-335/189 WEBS 2-5=-450/345,3-5=-375/631,1-5=0/317 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 4=257. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M!!EK REFERANCE PAGE MM-7473 rev.10V03/2015 BEFORE USE. Design valid for use only with Mlleke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall la building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NIA' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ott Ply 1 T117822701 13704TB TO8 Roof Special Girder 1 1 l Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:55 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU 1-H9W gjn jHodgbOfefS3gFEcTa4W OyJf705DITdypzDE 3-5-11 5-10-8 12-9-0 3-5-11 2-4-13 6-10-8 6x6 11 Scale=1:28.4 7.00 FIF 3.00112 3 6x6 iá1ii ale , N 11, 9 10 11 12 13 7 6 8 JUS24 4x5_JUS24 7x10= JUS24 JUS24 JUS24 5 4x5 II JUS24 8x14 M18SHS II 3-5-11 5-10-8 12-9-0 3-5-11 2-4-13 6-10-8 Plate Offsets(X,Y)— [1:0-2-0,0-2-0],[3:0-2-0,0-2-12],[5:Edge,0-3-8],[6:0-5-0,0-4-12],[7:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.28 5-6 >534 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, 3-4:2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 4-5:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1873/0-3-8,5=2137/0-5-8 Max Horz 8=-45(LC 6) Max Uplift 8=-238(LC 5),5=-225(LC 5) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1559/234,1-2=-1987/224,2-3=-2241/249,3-4=-2096/223,4-5=-1266/208 BOT CHORD 6-7=-209/2056 WEBS 1-7=-264/2410,2-7=-1117/164,3-6=-33/1368,4-6=-139/1855 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);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 100 lb uplift at joint(s)except(jt=lb) 8=238,5=225. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 11-10-12 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-8=-20 Concentrated Loads(lb) Vert:6=-502(F)9=-502(F)10=-502(F)11=502(F)12=-502(F)13=-505(F) MOOA WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. hut Design valid for use only with Mitek®connectors.TNs design is based ordy upon parameters shown,and Is for an individual balding component,not a lass system.Before use.the building designer must verify the applcabliy of design parameters and properly Incorporate this design Into the overall brlding design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always requked for stability and to prevent collapse with possble personal injury and properly damage. For general guidance regi rdirrg the fabricallon,storage.delivery,erection and bracing of trusses and truss systems.see-ANSI/Bill Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Taus Mate Institute,218 N.Lee Street.Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qt§ Ply T11782271 13704TB T09 Roof Special 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:56 2017 Page 1 I D:8eMAmGcpAocREj R HMO9SodyuBU 1-I L42w7?L261XDYEgDAb3nS9i mTzrhmyH EIyr03ypzDD 6-10-8 13-9-0 6-10-8 6-10-8 Scale=1:50.6 4x5 3 6.00 12 8 2x4 II 2 7 4x6 5 g 4 6 2x4 I I 4x10= 2x4 II 6-10-8 13-9-0 6-10-8 6-10-8 Plate Offsets(X,Y)— 11:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.09 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.17 4-5 >964 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-AS Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=538/Mechanical,6=538/0-5-8 Max Horz 6=276(LC 12) Max Uplift 4=-259(LC 12),6=-24(LC 12) Max Gray 4=639(LC 17),6=538(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-504/21,2-3=-537/207,3-4=-498/362,1-6=-476/99 BOT CHORD 5-6=-347/201 WEBS 2-5=-464/353,3-5=-381/668,1-5=0/333 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-7-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=1b) 4=259. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and' "gypsum sheetrock be applied directly to the bottom chord. tat A WARNING-Wady design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITelet 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 appllcabllly of design parameters and properly Incorporate thk design into the overall buldrrg design. Bracing Indicated B to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required to stability and to prevent collapse with possible personal hkry and properly damage. For general guidance regarding the fobricallon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Crttena,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information avdt ble from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type Oty Ply T11782272 13704TB T10 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:57 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-EYeOBTOzoPtOgioOmt61 KfhnetCgQHBOTPiPYWypzDC 5-1-12i 10-1-12 15-1-12 20-3-8 5-1-12 5-0-0 5-0-0 5-1-12 4x5= 4x5= 2x4 I I 6x6= 4x5= Scale=1:57.9 1 2 11 3 12 4 5 Q 0 B an r\ g uu nn un nit :aI d1 on .n nu au 10 13 14 15 9 16 17 8 18 19 20 7 21 22 23 246 3x5 H JUS24 JUS24 6x8_ JUS24 4x10=JUS24 JUS24 5x8= JUS24 3x5 I! JUS24 JUS24 JUS24 JUS24 5-1-12 10-1-12 15-1-12 20-3-8 5-1-12 5-0-0 i 5-0-0 5-1-12 Plate Offsets(X,Y)-- [6:0-2-12,0-1-8],[7:0-3-0,0-2-12],[10:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.09 7-8 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.18 6-7 >999 180 BCLL 0.0 ` r Rep Stress Incr NO WB 0.66 Horz(TL) 0.01 6 n/a n/a i BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:373 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 6-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-10,5-6 REACTIONS. (lb/size) 10=3147/0-3-8,6=3542/0-3-8 Max Uplift 10=-1548(LC 4),6=-1736(LC 5) Max Gray 10=3286(LC 2),6=3691(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2866/1395,1-2=-1472/696,2-3=-1970/922,3-4=-1970/922,4-5=-1535/723, 5-6=-2904/1409 BOT CHORD 8-9=-706/1490,7-8=-732/1552 WEBS 1-9=-1471/3113,2-9=-1182/636,2-8=-516/1005,3-8=-282/200,4-8=-472/896, 4-7=-1092/598,5-7=-1492/3171 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 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 10=1548,6=1736. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 19-8-4 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,6-10=-20 1t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Dm Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mulek' k always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T11782272 13704TB T10 Flat Girder 1 i 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:57 2017 Page 2 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-EYeQ8TOzoPtOgioOmt61 KfhnetCgQHBQTPi PYW ypzDC LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-502(B)13=-502(B)15=-502(B)16=-502(B)17=-502(B)18=-502(B)20=518(B)21=-518(B)23=-518(B)24=-524(8) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/0312015 BEFORE USE. 11111 Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a 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 taus web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job !Truss Truss Type r Qty (Ply T11782273 13704TB T11 FLAT GIRDER 1 I 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8 120 s Jun 23 2017 MTek Industries.Inc. Tue Aug 8 10:43:34 2017 Page 1 I D:8eMAmGcpAoc REj RHMO9SodyuBU 1-RU4zmMVTioQ_Ca3U Dd_M DBXM biOhFvcOkSvspfypyl d 5-2-4 10-2-12l 15-3-4 20-5-8 l 5-2-4 5-0-8 5-0-8 5-2-4 5x6= 4x5= 2x4 I I e x6= 5x6= Scale=1:60.7 1 2 11 3 12 4 5 ■ ■c u' i■ I 1 ■ \AI .we �1I ■ I i•IrI.IrII.IM.1.1 1rItlfalrll.l■rl�l�lrl ■ 10 13 14 15 16 9 17 18 8 19 20 7 21 22 23 6 3x5 H THD468x10_ THD46 7x10— THD46 THD468x10= THD46 3x5 ;I 11-1046 THD46 THD46 THD46 THD46 5-2-4 10-2-12 15-3-420-5-8 5-2-4 5-0-8 5-0-8 5-2-4 Plate Offsets(X,Y)-- 11:0-2-12,0-2-01[5:0-3-0,0-2-01,[6:0-2-8,0-2-0],17:0-3-8,0-4-8],18:0-5-0,0-4-81,[9:0-5-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.11 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.17 8-9 >999 240 BCLL 0.0 * Rep Stress lncr NO WB 0.66 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.01 8 >999 240 Weight:451 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10,5-6:2x6 SP No.2,1-9,5-7:2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-5-6 OTHERS 2x6 SP No.2 2x6 SP No.2-1-10 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=2293/0-5-8 (min.0-3-12),6=2058/0-3-8 (min.0-3-4) Max Uplift 10=-306(LC 4),6=-306(LC 5) Max Gray 10=6392(LC 12),6=5486(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-4879/323,1-2=-2430/118,2-11=-3171/147,3-11=-3171/147,3-12=-3171/147, 4-12=-3171/147,4-5=-2408/120,5-6=-4711/324 BOT CHORD 9-17=-122/2452,17-18=-122/2452,8-18=-122/2452,8-19=-124/2432,19-20=-124/2432, 7-20=-124/2432 WEBS 1-9=-256/5373,2-9=-1464/286,2-8=-114/1561,3-8=-287/201,4-8=-113/1643, 4-7=-1549/283,5-7=-254/5219 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,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 if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)rVa 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,with BCDL=10.0psf. k , .. is A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekh®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing Mitek' k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk:aton,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanya,FL 33610 'Job Truss Truss Type Qty Ply T11782273 13704TB T1/ FLAT GIRDER 1 2 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 8.120 s Jun 23 2017 MiTek Industries.Inc. Tue Aug 8 10:43:35 2017 Page 2 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-vgeL_i W 5T6YrgjegnKVbIO3XL6Mw_M rXz6ePL5ypy t c NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 lb uplift at joint 10 and 306 lb uplift at joint 6. 9)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the left end to 18-3-12 to connect truss(es)F09(1 ply 2x4 SP)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:8=-275(F)13=-277(F)14=-275(F)16=-275(F)17=-275(F)18=-275(F)19=-275(F)20=-275(F)21=-275(F)23=-275(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MD-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not , a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatIon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 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 r Qty Ply T11782274 13704TB T12 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:22:59 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-AwmBZ91 DK1864?yPul8mP4nK9h4cuKYjwjBVcOypzDA 20-11-8 20-11-8 6.00112 1 Scale=1:53.5 6.00 1 12 14 15 X 13 12 10 11111 6x6 4lL 2 1 3x4% 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 6x6 20-11-8 20-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 j MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.03 Vert(TL) n/a - rVa 999 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 17 n/a ri/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:188 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 ac bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing:25-26. WEBS 1 Row at midpt 16-17,15-18,14-19,13-20 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-11-8. (Ib)- Max Horz 1=422(LC 12) Max Uplift All uplift 100 lb or less at joint(s)17,1,18,19,20,21,22,23,24, 25,26,27,28,29,30,31 Max Gray All reactions 250 lb or less at joint(s)17,1,18,19,20,21,22,23,24, 25,26,27,28,29,30,31 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-692/231,2-3=-628/201,3-4=-591/191,4-5=-547/175,5-6=-504/161,6-7=-462/146, 7-8=-418/131,8-9=-375/116,9-10=-333/101,10-11=-290/86 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=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-2-7 to 3-2-7,Exterior(2)3-2-7 to 20-9-12 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 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)17,1,18,19,20, 21,22,23,24,25,26,27,28,29,30,31. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.101032015 BEFORE USE. pew Design valid for use oily with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addltionat temporary and permanent bracing MiTek' is dways required for stablltty 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/IP1I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely INormallon avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Oty Ply T11782275 13704T8 T13 Roof Special 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 8 Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 0823:00 2017 Page 1 I D:8eMAmGcpAocR Ej RH MO9SodyuB U 1-e7KZmV2r5KGzh9XbS?f?ylJKa5BJdjGs9Nw39rypzD9 6-7-1 13-1-12 20-0-0 6-7-1 6-6-12 6-10-4 2x4 I I Scale=1:58.2 4 6.00 I12 11 4x5 3 6x6 i ,S 2 10 1 �� rata 6 12 13 5 = 5x6= 3x8 II 9-10-7 20-0-0 9-10-7 I 10-1-9 Plate Offsets(X,Y)— [1:0-3-8,Edge],11:0-0-3,0-5-0],[1:0-0-1,0-0-31(4:0-2-0,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.40 5-6 >593 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.76 5-6 >313 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-AS I Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-5,3-5 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be Installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=794/Mechanical,1=794/0-5-8 Max Horz 1=407(LC 12) Max Uplift 5=-316(LC 12),1=-101(LC 12) Max Gray 5=875(LC 17),1=794(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1219/152,2-3=-987/106 BOT CHORD 1-6=-469/1096,5-6=-251/586 WEBS 2-6=-363/264,3-6.103/629,3-5=-810/356 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-10-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(Jt=lb) 5=316,1=101. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with Milek®connectors.this design is bused only upon parameters shown,and is for or 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 wtlh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Ptl Qudly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Flate Institute.218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type • 'Qty Ply T11782276 13704TB T14 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:02 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-aVRJBA46dyWhxTh_ZQhT1jPfCuze5W 29dhPADjypzD7 4-11-8 9-9-4 14-7-0 19-6-8 4-11-8 4-9-12 4-9-12 4-11-8 5x6= 4x5= 2x4 II 6x6= 7x10= Scale=1:64.7 1 2 13 3 14 4 5 R • 3 ! L7 3x6= Y n I 3x6= 1 3x6= 12 nn nn nn nn nn nn nn IIII 11 10 15 16 17 9 18 19 8 20 21 7 22 23 24 6 3x8 II JUS24 JUS24 JUS24 THD26 3x4 II 8x10= 6x8= 7x6= JUS24 JUS24 JUS24 JUS24 JUS24 4-11-8 9-9-4 14-7-0 19-6-8 4-11-8 4-9-12 4-9-12 4-11-8 Plate Offsets(X,Y)— [5:0-3-8,Edge],[7:0-3-0,0-4-0],[8:0-4-0,0-4-0],[9:0-5-0,0-4-8],[10:0-4-4,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.09 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.17 8-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.81 Horz(TL) -0.01 12 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:467 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, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.3-1-10 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (ib/size) 10=4225/0-3-8,12=4253/0-3-8 Max Uplift 10=-1755(LC 4),12=-1768(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-3694/1565,1-2=-1619/670,2-3=-2170/892,3-4=-2170/892,4-5=-1667/691, 6-11=-250/691,5-11=-250/691 BOT CHORD 8-9=-680/1639,7-8=-700/1687 WEBS 1-9=-1611/3896,2-9=-1421/667,2-8=-548/1249,3-8=-282/203,4-8=-516/1166, 4-7=-1351/638,5-7=-1561/3773 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3*)nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 10=1755,12=1768. 9)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 15-10-12 to connect truss(es)to front face of bottom chord. 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 17-10-12 from the left end to connect truss(es)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)Wamiing::AdditionalSitpermanent and stability bracing for truss system(not part of this component design)is always required. tat Ra J!l/D�'Yerlry dasdign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03!2015 BEFORE USE Design valid for use only with MITekD connectors.This design Is based only upon parameters shown,and Is for an Individual building,.:r,I nponent,not11111. 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 IrrdMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems seeANSI/1PI1 Quality CrlterM,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandra.VA 22314. Tampa,FL 33610 Job Truss Truss Type ` 1 Qt§ Ply I T11782276 13704TB T14 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:02 2017 Page 2 I D:89MAmGcpAocR Ej RHM09SodyuBU 1-aVRJBA46dyW hxTh_ZQhTI j PfCuze5W29dhPADjypzD7 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:8=-774(F)15=-774(F)17=-774(F)18=-774(F)19=-774(F)20=-774(F)21=-774(F)22=-774(F)24=-774(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10101/2015 BEFORE USE. Design valid for use only with MITekO 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 buildingbuckling design. Bracing Indicated is to prevent of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qttt Ply T11782277, 13704TB T15 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:03 2017 Page 1 I D:eeMAmGcpAocRE)RHMO9Sodyu BU 1-2i?hOW 4kOFeYYdGA78Diawx?Nl Rjg8bJrL9j19ypzD6 18-5-8 18-5-8 6.00.12 1 Scale=1:45.8 14 12 29 13 6x6 i 11 910 8 0,7 1;1 6 I t-1 5 402.4"4. 4 Y 3 j 1 w w V Y Y �� Y Y Y Y • n 3x4 28 27 26 25 24 23 22 21 20 19 18 17 16 18-5-8 18-5-8 Plate Offsets(X,Y)-- [9:0-0-0,0-1-12],[9:0-3-0,Edge],[10:0-1-15,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in pc) Vdefl L/d 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 0.02 Vert(TL) n/a - n/a 999 BOLL 0.0 ` Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TP12007 j Matrix-S Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 15-16,14-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-5-8. (Ib)- Max Horz 1=358(LC 12) Max Uplift All uplift 100 lb or less at joint(s)16, 1, 17,18,19,20,21,22,23, 24,25,26,27,28 Max Gray All reactions 250 lb or less at joint(s)16,1,17,18,19,20,21,22,23, 24,25,26,27,28 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-596/195,2-3=-544/173,3-4=-503/160,4-5=-460/145,5-6=-418/131,6-7=-376/116, 7-8=-333/101,8-10=-290/86 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=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-9-15 to 3-9-8,Exterior(2)3-9-8 to 18-3-12 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 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,1,17,18,19, 20,21,22,23,24,25,26,27,28. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal hhay 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 SCSI Building Component 6904 Parke East Bbd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Joi:r I Truss Truss Type — Qty Ply T11782278 13704TB T16 Roof Special 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:04 2017 Page 1 I D:8eMAmGcpAocR Ej RHMO9SodyuBU 1-W uZ4cs5M9ZmOAmrMhrkx68U0Cic_ZNoS4?uGlcypzD5 6-0-15I 12-1-12 17-0-4 24-3-8 6-0-15 6-0-13 4-10-8 7-3-4 6x6= Scale=1:46.9 3 dlb 7.00112 14 15 4 7x6 // 4.00112 2x4\\ 2 � , \ 16 4x5 13 N N 1 N r ���Rd \ Y -� 9 17 18 8 10=-..a 7 6 7x6= 4x10= 3x5 11 3x8 1 0-13A___ 8-6-3 17-0-4 19-6-12I 24-3-8 0-3-0 8-3-3 8-6-1 2-6-8 4-8-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-1,0-6-6],[1:0-0-0,0-0-1],[3:0-3-0,0-2-4],[5:0-2-4,0-2-0],[6:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.30 8-9 >774 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.45 8-9 >516 180 BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-AS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except MiTek recommends that Stabilizers and required cross bracing 5-8:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x6 SP No.2 REACTIONS. (lb/size) 6=871/Mechanical,1=942/0-3-8,7=119/0-7-12 Max Horz 1=-175(LC 10) Max Uplift 6=-483(LC 12),1=-580(LC 12) Max Gray 6=871(LC 1),1=942(LC 1),7=129(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1399/1339,2-3=-1224/1355,3-4=-1279/1414,4-5=-1147/1157,5-6=-840/822 BOT CHORD 1-9=-1148/1147,8-9=-677/752 WEBS 2-9=-403/269,3-9=-733/526,3-8=-648/578,4-8=-622/533,5-8=-1031/1009 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-12,Exterior(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=483,1=580. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. id. I Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall b icAng design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate kuittute,218 N.Lee Street,Suite 312,Alexandrla VA 22314. Tampa.FL 33610 Job Truss Truss Type - Qtii Ply T11782279 13704TB T17 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:05 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-?47SpC6_wtuFowQZEYFAfL1 B96y3lp8bJfegg2ypzD4 6-0-15I 12-1-12 I 17-0-4 I 24-3-8 6-0-15 6-0-13 4-10-8 7-3-4 6x6= Scale=1:46.9 3 7.00 12 14 15 4 7x6// 4.00112 2x4\\ 1 2 �► 16 4x5 5 AIIIIIh\ / ur 1 ar ier, , I 11111M1 ia, isw� Y _. 9 17 18 8 7 6 _ 7x6 4x10= 3x5 II 3x8 11 0]3[0 8-6-3 1 17-0-4 118 6-12 I 24-3-8 0-3-0 8-3-3 8-6-1 1-6-8 5-8-12 Plate Offsets(X,Y)— [1:0-3-8,Edge],[1:0-0-1,0-6-6],[1:0-0-0,0-0-1],[3:0-3-0,0-2-4],[5:0-2-4,0-2-0],[6:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI- DEFL in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.32 8-9 >688 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.47 8-9 >470 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.98 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-AS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 6=761/Mechanical,1=900/0-3-8,7=271/0-7-12 Max Horz 1=-175(LC 10) Max Uplift 6=-432(LC 12),1=-565(LC 12),7=-28(LC 12) Max Gray 6=778(LC 2),1=900(LC 1),7=271(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1324/1310,2-3=-1155/1326,3-4=-1138/1328,4-5=-1019/1079,5-6=-751/779 BOT CHORD 1-9=-1122/1083,8-9=-647/696 WEBS 2-9=-406/269,3-9=-742/532,3-8=-569/476,4-8=-582/516,5-8=-971/889 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-12,Exterior(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;porch 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) 6=432,1=565. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Si"gypsum sheetrock be applied directly to the bottom chord. Nat 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MlIeke connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall dicing design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal h)try and properly damage. For general gukla ce regardng the fabrication,storage.delivery,erection and bracing of trusses and miss systems,seeANSI/IP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Srdte 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type - Qt"y Ply I T11782280 13704TB 118 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:07 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-xTFCEu7ESU8z1 EZxMzHekm6X9vfNmvSumz7xuxypzD2 6-0-15 12-1-12 17-0-4 24-3-8 11 1 6-0-15 6-0-13 4-10-8 7-3-4 Scale:1/4"=1' 6x6= 3 3x4 G /\ 3x4 i 3x4 \ 3x4 7.00 12 14 15 3x4 7x6// 4.00112 4 2x4\\ O 4 2 • 16 4x5 cp 5 6 13 t1 .....migigill111111111111111 "fl? .02 8 9 17 18 irerid 8 7 6 6x6= 4x10= 3x4 11 3x8 II 013TO 8-6-3 I 16-6-121 - 24-3-8 01340 8-3-3 8-0-9 5 8 73-4 Plate Offsets(X,Y)— [1:0-3-8,Edge],[1:0-0-1,0-6-6],11:0-0-0,0-0-11,[3:0-3-0,0-2-4],[5:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 0.70 Vert(LL) -0,13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.22 9-12 >870 180 BCLL 0.0 * Rep Stress!nor YES WB 0.22 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight 140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOY CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-7-3(3-7); OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,In accordance with Stabilizer Left:2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 6=706/Mechanical,1=839/0-3-8,8=386/0-7-12 Max Horz 1=-175(LC 10) Max Uplift 6=208(LC 12),1=-225(LC 12),8=-74(LC 12) Max Gray 6=706(LC 1),1=839(LC 1),8=525(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1199/398,2-3=-1063/415,3-4=-884/446,4-5=-778/279,5-6=-613/278 BOT CHORD 1-9=-324/1027,8-9=-128/593,7-8=-128/593 WEBS 2-9=-422/251,3-9=-134/566,3-7=-139/271,4-7=-542/329,5-7=-161/574 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interlor(1)3-0-0 to 12-1-12,Exterior(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 6=208,1=225. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Ye gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design B based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required tor stability<xnd to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdety Information available from Truss Plate kuttute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Oti Ply 1 T11782281 13704TB T19 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:08 2017 Page 1 ID:8eMAmGcpAocREJRHMO9SodyuBU1-PfpaSEetDoGgfO88whotH_ehiJ11 VCX2?dsURNypzD1 6-0-15 12-1-12 17-0-4 24-3-8 6-0-15 6-0-13 4-10-8 7-3-4 6x6= Scale=1:46.9 3 15 7.00 II 1Y 14 4 7x8// 4.00112 2x4\\ 2 ,0, is ax5c 13 rq;{� 1 10. 1 9 17 8 7 6 6x6= 4x10= 3x5 II 3x8 I I 030 8-6-3 14-2-14 17-0-4 24-3-8 0.3-0 8-3-3 5-8-11 2-9-6 7-3-4 Plate Offsets(X,Y)— [1:0-3-8,Edge],[1:0-0-1,0-6-6],[1:0-0-0,0-0-1],[3:0-3-0,0-2-4],[5:0-2-4,0-2-0],[6:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. ()EFL In (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.22 9-12 >780 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.25 9-12 >693 180 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight 130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 6=888/Mechanical,1=912/0-3-8,8=132/0-7-12 Max Horz 1=-175(LC 10) Max Uplift 6=-329(LC 12),1.501(LC 12),8=-80(LC 12) Max Gray 6=888(LC 1),1=912(LC 1),8=229(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1329/1020,2-3=-1153/1035,3-4=-1214/810,4-5=-1086/608,5-6=-805/481 BOT CHORD 1-9=-880/1092,8-9=-424/716,7-8=-424/716 WEBS 2-9=-410/294,3-9=-669/466,3-7=-183/523,4-7=-612/408,5-7=-481/885 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=5.0psI,h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-1-12,Exterior(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 6=329,1=501. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and/"gypsum sheetrock be applied directly to the bottom chord. � 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10413/2015 BEFORE USE. Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must witty the applicability of design parameters and properly incorporate this design Into the overall buldrg design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Ml/{� ek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely'Normalise available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexa dda,VA 22314. Tampa,FL 33610 Job Truss Truss Type • QtV-Ply T11782282 13704TB T20 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:09 2017 Page 1 I D:8eMAmGcpAoc REj RHMO9SodyuBU 1-trNzfa9V_50hGYjKTOJ6pBBtRj PAEkgBE He 1 zpypzDO 6-0-15 12-1-12 17-0-4 24-3-8 6-0-15 6-0-13 4-10-8 7-3-4 5x6= Scale=1:46.9 3 TI 14 15 7.00 4 6x8 4.0012 4x5 2 t4141/0 16 4x5 13 111 1, 1 N O 9 8 7 6 2x4 II 7x10= 4x5= 3x4 II 3x8 I 0]3[0 6-0-15 12-1-12 12-?-14 17-0-4 24-3-8 0-3-0 5-9-15 6-0-13 0-T-2 4-9-6 7-3-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-1,0-6-6],[1:0-0 0,0-0 1],[5:0-2-4,0-2-0],[8:0-4-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.07 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.15 6-7 >995 180 BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:134 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 8=1118/0-7-12,6=405/Mechanical,1=409/0-3-8 Max Horz 1=-175(LC 10) Max Uplift 8=-501(LC 12),6=-92(LC 12),1=-258(LC 12) Max Gray 8=1118(LC 1),6=417(LC 22),1=432(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-480/478,4-5=-337/75,5-6=-346/147 BOT CHORD 1-9=-402/376,8-9=-402/376,7-8=-15/254 WEBS 2-9=-334/259,2-8=-579/633,3-8=-418/149,4-8=-471/184 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vul1=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4f1;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 12-1-12,Exterior(2)12-1-12 to 15-1-12,Interior(1)17-0-4 to 24-1-12 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 100 lb uplift at joint(s)6 except(jt=lb) 8=501,1=258. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Ys"gypsum sheetrock be applied directly to the bottom chord. 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mnek®connectors.this design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before me,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Ls to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required to stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormalion avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type O Ply TI1782283 13704TB T21 Roof Special 1 1 ,Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:10 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-L2wLsvA7IPWYuhIW 16rLMPk1 D7gOzDYLSxLbVGypzD? 1 6-1-10 1 11-11-12 I 16-10-4 I 24-1-8 1 6-1-10 5-10-2 4-10-8 7-3-4 Scale=1:47.2 6x6= 4 Ab 7.00 12 15 16 5 7x6 // 4.00112 2x4 3 • �j 17 4x5 6 4x5 i 14 2 _ siMillild -4 9 18 19 B 7 6x6= 4x10= 3x4 I I 3x8 11 8-6-14 16-10-4 24-1-8 I 8-6-14 i 8-3-6 I 7-3-4 Plate Offsets WO— [1:0-3-8,Edge],[4:0-3-0,0-2-4],[6:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 I CSI. DEFL in (toe) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.40 8-9 >726 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=959/0-3-8,7=959/Mechanical Max Horz 1=-174(LC 10) Max Uplift 1=-248(LC 12),7=256(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1384/434,3-4=-1254/454,4-5=-1367/556,5-6=-1224/378,6-7=-894/341 BOT CHORD 1-9=-350/1226,8-9=-165/816 WEBS 3-9=-385/241,4-9=-132/566,4-8=-234/648,5-8=-644/353,6-8=-253/1045 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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;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 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-10-4 to 23-11-12 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=248,7=256. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTeki 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 baking design. Bracing indicated Is to prevent buckling of indlvkivai truss web and/or chord members only.Additional temporary and permanent bracing Mire k' Is always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safely Informalon avcilabie from Truss Plate Institute,218 N.Lee Street Sutte 312 Nexardrta,VA 22314. Tampa,FL 336t0 Job Truss Truss Type CAI Ply 111782284 13704TB T22 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:11 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-pEUj4FAIVjePWrtibpMaucGCyWOkgsUhb581 iypzD_ 1 1-10-0 I 6-1-10 I 11-11-12 16-10-4 1 24-1-8 i 1-10-0 4-3-10 5-10-2 4-10-8 7-3-4 Scale=1:47.4 6x6= 4 illik 7.00 NI 11 12 5 7x6// 4.00112 2x4\\ 3 �j 13 �+ 4x5 2x4 16x6 6 Fl. 111Pri I _..ggiggigillIll N6 op dr c= 9 14 15 10 8 7 4x6= 6x6— 4x10= 3x4 11 8-6-14 16-10-4 24-1-8 8.6-14 8-3-6 i 7-3-4 Plate Offsets()(,Y)— [4:0-3-0,0-2-4],[6:0-2-4,0-2-0],[10:0-2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.40 8-9 >708 180 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:132 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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) 10=953/0-3-8,7=953/Mechanical Max Horz 10=158(LC 10) Max Uplift 10=-248(LC 12),7=-252(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1329/411,3-4=-1210/431,4-5=-1355/550,5-6=-1214/373,6-7=-888/338 BOT CHORD 9-10=-333/1180,8-9=-160/807 WEBS 2-10=-1339/444,3-9=-335/231,4-9=-116/530,4-8=-236/644,5-8=-639/352, 6-8=-246/1034 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-10-0,Interior(1)1-10-0 to 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-10-4 to 23-11-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)except(jt=lb) 10=248,7=252. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 14"gypsum sheetrock be applied directly to the bottom chord. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE NT Design valid for use only with Milektr connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safsty Information avallade from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Ofy Ply T117822851I 13704TB T23 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:12 2017 Page 1 I D:8eMAmGcpAocR Ej R HMO9SodyuBU t-H025HbBNGOmG7?Sv9XtpRgpNiwMPR6gdwFgiZ8ypzCz 3-6-9 6-1-10 11-11-12 16-10-4 24-1-8 3-6-9 2-7-1 5-10-2 4-10-8 7-3-4 Scale=1:47.4 6x6= 4 7.00 12 db 12 13 5 7x8 4.00112 2x4\\ 3 41/4111 2x4 I 6x6= +LI\ 14 1 4x5 6 �j -.1101111111111111111111111111117 elt 9 15 16 10 8 7 4r= 7x6= 4x10= 3x411 8-6-14 16-10-4 24-1-8 _ 8-6-14 8-3-6 7-3-4 Plate Offsets(X,Y)-- [4:0-3-0,0-2-4],[6:0-2-4,0-2-0] ' I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.21 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.38 8-9 >753 180 BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 7 n/a n/a ' BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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) 10=953/0-3-8,7=953/Mechanical Max Horz 10=-143(LC 10) Max Uplift 10=-251(LC 12),7=-249(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1284/407,3-4=-1198/427,4-5=-1354/545,5-6=-1213/369,6-7=-887/335 BOT CHORD 9-10=-321/1169,8-9=-156/803 WEBS 2-10=-1299/429,3-9=-300/222,4-9=-108/528,4-8=-236/642,5-8=-640/351, 6-8=-244/1032 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-10-4 to 23-11-12 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=251,7=249. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. r.� A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possble personal Injury and property dcxnage. For general guidance regarding the fa rlcatkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply T11782286 13704TB 124 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:13 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU 1-mdcTVxC?1 Ku71915i EO2_1 MbAIGSASin8vaF5aypzCy 5-3-2 5-1-1Q 11-11-12 16-10-4 20-0-15 23-8-15 5-3-2 O-10-8 5-10-2 I 4-10-8 I 3-2-11 I 3-8-0 Scale=1:47.5 6x6= 4 7.00 12 13 14 4.00 12 2x4\\ 7x6// 5 r 2x4 I I 6x6= 3 ,, 6x6= 2x4 II .. 1 � 6 7 it,:l. ' piXAA + ii m co 0, -.. 10 16 17 =i 11 9 8 4x5= 7x6= 4x10= 4x5= 8-_614 _ 16-10-4 I I 23-8-9 23-0-15 8-6-14 836 6-10-5 0-6-6 Plate Offsets(X,Y)— [4:0-3-0,0-24] LOADING(psi) SPACING- 2-0-0 CSL DEFL. In (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.54 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.36 9-10 >779 180 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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) 11=938/0-3-8,8=938/0-4-3 Max Horz 11=-110(LC 10) Max Uplift 11=-246(LC 12),8=-246(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1210/375,3-4=-1176/394,4-5=-1257/459,5-6=-1097/325 BOT CHORD 10-11=-352/1126,9-10=-201/769,8-9=-256/802 WEBS 2-11=-1256/417,3-10=-284/210,4-10=-93/519,4-9=-173/559,5-9=-497/259, 6-9=-48/345,6-8=-1101/359 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-10-4 to 20-0-15 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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=1b) 11=246,8=246. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111111. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the appllcat:AIN of design parameters and properly incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regrading the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS,/1PI I Quality Criteria,DSB-09 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 lQty Ply T11782287� 13704TB T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:14 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU1-EpAsi H Ddoe1_NJcHGxvHW FullkzNvl SwNYJodlypzCx 6-11-11 I 11-11-12 I 16-11-13 I 21-8-15 6-11-11 5-0-1 5-0-1 49-3 pig= Scale=1:46.5 7.00 I12 3 1 ;; 11 12 4x5= 6x6_ = 4x5= 6x61 4 5 w 161/ 10 \i T P l i .- Y 9 8 14 15 7 8 2x4 II 7x10= 4x10= 2x4 II 6-11-11 16-11-13I 21-8-9 21+15 6-11-11 10-0-1 4-8-13 0-6-6 Plate Offsets(X,Y)— [3:0-3-0,0-2-0],[8:0-4-8,Edge] I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.39 7-8 >654 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.79 7-8 >326 180 i BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 HOT CHORD Rigid ceiling directly applied. 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) 9=858/0-3-8,6=858/0-4-3 Max Horz 9=-82(LC 10) Max Uplift 9=-225(LC 12),6=-225(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-807/307,1-2=-945/270,2-3=-1213/415,3-4=-970/329,4-5=-750/206, 5-6=-863/288 BOT CHORD 7-8=-189/637 WEBS 1-8=-305/1112,2-8=-926/411,3-8=-178/697,3-7=-57/339,4-7=-737/330, 5-7=-279/1059 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=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 14-11-12,Interior(1)16-11-13 to 21-7-3 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 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,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) 9=225,6=225. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Si"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIN-7473 rev.10,932015 BEFORE USE. Design valid for use only with MITek®connectors.this design is Lx r1, I,a dy upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the iI t:di.:.:rt tility of design parameters and properly Incorporate this design Into the overall building design. Pr-acing Indicated Is to prevent buckling of Indivkii sil truss web and/or chord members only.Additional temporary and permanent bracing MI Is always required for stability and to prevent coligese with possible personal Injury and properly darnage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available Born Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type - OIy Ply T11782288 13704TB T26 Roof Special 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:15 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-i?kEwdEGZx9r_TBUgfQW 3SRxy8PbePS4cC3M9TypzCw 4-5-14 8-8-5 11-11-12 15-3-3 20-3-8 4-5-14 I 4-2-6 3-3-7 3-3-7 5-0-5 6x6- Scale=1:46.2 7.00 12 4 2x4 II6x6 6x6= 4x5= = 4x5 2 5 6 3 14 15 9 16 17 8 2x4 I 104x5= 7 7x10= 4x10= 8-8-5 15-3-3 20-3-8 8-8-5 6-6-15 5-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.32 9-10 >739 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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) 10=800/0-3-8,7=800/0-3-8 Max Horz 10=54(LC 11) Max Uplift 10=-246(LC 8),7=210(LC 12) Max Gray 10=805(LC 18),7=800(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-762/221,3-4=-929/315,4-5=-695/263,5-6=-550/173,6-7=-757/293 BOT CHORD 9-10=-190/529,8-9=-170/544 WEBS 2-10=778/300,2-9=-64/440,3-9=-631/281,4-9=-157/608,5-8=-574/284,6-8=-256/825 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 15-3-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=246,7=210. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. � 1 mit a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component.riot a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate the design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIRPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdla>ble from Tess Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory` Ply T117822891 13704TB T27 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:16 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-ACIc7zEuKFHicclgOMxlbg_5XXp3NxXDrsovivypzCv 11-11-12 5-2-10 I 10-1-12 104]14 I 13-6-10 115-0-14 I 20-3-6 5-2-10 4-11-2 0-3-21.6.14 1-6-14 1-6-4 5-2-10 7.00 12 Scale=1:46.2 3x6= 4x5= 4x5= 2x4 11 4x6 5� 4x6' 6x6= 4x5= 1 14 15 2 3 4 7 8 w w r-�I-SIJ w • • um 132x4 II 12 11 10 2x4 II 9 6x6= 4x10= 4x5=- 5-2-10 5-2-10 10-1-12 1014114 13-6-10 15-0-14 20-3-8 5-2-10 4-11-2 0-3-2 3-1-13 1-6-4 5-2-10 Plate Offsets(X,Y)-- [5:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI- DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.03 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.0711-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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) 13=800/0-3-8,9=800/0-3-8 Max Horz 13=25(LC 11) Max Uplift 13=-287(LC 8),9=-297(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-754/305,1-2=-483/178,2-3=-632/217,3-4=-632/217,4-6=-534/218, 6-7=-632/224,7-8=-489/172,8-9=-752/316 BOT CHORD 11-12=-194/495,10-11=-178/501 WEBS 1-12=-288/783,2-12=-519/287,3-11=-262/169,7-10=-507/271,8-10=-270/776, 7-11=-101/282 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 13-6-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 13=287,9=297. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Va"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • • f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekb connectors.this design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the!wilding 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 taus web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/Tp11 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 NexarrdrkL VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Ofy Ply T11782290 13704TB T28 Flat 1 1 I ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:17 2017 Page 1 I D:8eMAmGcpAocR Ej RHM09SodyuB U 1-eOr_KJ F W 5ZPYEmKsx4T_8tW COxAR6M YM3 W YSEMypzC u 5-1-12 10-1-12 15-1-12 20-3-8 5-1-12 5-0-0 I 5-0-0 I 5-1-12 4x5= 4x5= 2x4 II 6x6= 4x5= Scale=1:44.4 1 11 2 12 3 13 4 14 5 15 9 16 8 17 7 18 k 2x4 I I 6x6= 4x10= 4x5= 2x4 11 5-1-12 10-1-12 15-1-12 20-3-8 5-1-12 I 5-0-0 5-0-0 i 5-1-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.07 8-9 >999 180 BOLL 0.0 * Rep Stress lncr YES WB 0.57 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:165 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 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) 10=800/0-3-8,6=800/0-3-8 Max Uplift 10=-306(LC 8),6=-306(LC 9) Max Gray 10=855(LC 17),6=853(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-763/324,1-2=-432/154,2-3=-564/191,3-4=-564/191,4-5=-438/157, 5-6=-757/325 BOT CHORD 8-9=-160/441,7-8=-162/447 WEBS 1-9=-277/778,2-9=-522/290,3-8=-277/198,4-7=-515/287,5-7=-276/772 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=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 20-1-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=ib) 10=306,6=306. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. 1 i a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily with MiTek®connectors.this design Is based only upon parameters shown.and Is for 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 tlx:overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI is always required for stability and to prevent collapse wtih 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 Warta,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 [Job Truss Truss Type I Qty I ply T11782291 13704TB T29 Flat '1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:18 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-6aPMYeG8ssXPrwv3Vn_Dh53SoLVTrq?W IAHOmoypzCt 5-1-12 10-1-12I 15-1-12 20-3-8 5-1-12 5-0-0 5-0-0 5-1-12 4x5= 4x5= 2x4 11 6x6= 4x5= Scale=1:49.8 1 11 2 12 3 13 4 14 5 se e a ! • ❑ ❑ ❑ ❑ ❑ • • ❑ ❑ ❑ ❑ ❑ I ICL -❑ \111 .❑ .❑ 1 2x4 I I 1 IQ 4 15 9 16 8 17 7 18 K 2x4 II 10 6 6x6= 4x10= 4x5= 5-1-12 10-1-12 15-1-12 20-3-8 5-1-12 5-0-0 — 5-0-0 I 5-1-12 l LOADING (psf) SPACING- 2-0-0 CSI. j DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:224 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-2-8(1-10);6-2-8(5-6);6-2-8(2-9); OTHERS 2x4 SP No.3 6-2-8(3-8);6-2-8(4-7); MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=800/0-3-8,6=800/0-3-8 Max Uplift 10=-306(LC 8),6=-306(LC 9) Max Gray 10=872(LC 17),6=870(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-778/324,1-2=-389/136,2-3=-508/168,3-4=-508/168,4-5=-395/138, 5-6=-772/325 BOT CHORD 8-9=-141/397,7-8=-143/403 WEBS 1-9=-268/769,2-9=-522/290,3-8=-277/197,4-7=-515/287,5-7=-267/763 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 20-1-12 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)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=306,6=306. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek©connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6804 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply l T117822921 13704T8 T30 Root Special Girder 1 2 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc- Tue Aug 8 08:23:20 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-2zX7zKH000n75E3RdCOhmW811925JgkplUm7rgypzCr 4-4-9 8-5-13 12-10-7 15-2-12 4-4-9 I 4-1-4 I 4-4-9 I 2-4-5 Scale=1:26.1 6.00 12 2x4 II NAILED 2x4 II 4x5= 7x10= 1 4x6= NAILED 2 NAILED 3 NAILED NAILED 16 ra I 1, W. E 12 VJ1 WI W1 • a , N - 1 .—Ej.1 fl 11 11R nr nn nn nn _SE , fl fl .1�( 7 18 19 209 21 22 23 24 84x5 —25 26 27 28 7 29 30 10 JUS24 NAILED JUS24 7x10= THD26 NAILED NAILED NAILED 3x6 THD26 6 5x6 II JUS24 JUS24 THD26 THD26 NAILED 5x6= 0-0112 4-4-9 8-5-13 12-10-7 15-2-0 15 12 0-0-12 4-3-13 I 4-1-4 { 4-4-9 2-3-9 0412 Plate Offsets(X,Y)— [1:0-2-0,0-2-0],[4:0-6-8,Edge],[6:0-3-0,0-2-12],[7:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSL DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0-11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.24 8-9 >734 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,4-8:2x4 SP No.2 REACTIONS. (lb/size) 10=4173/0-6-4,6=3843/0-3-7 Max Horz 10=45(LC 8) Max Uplift 10=-1756(LC 4),6=-1160(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2901/1065,1-2=-6080/2169,2-3=-6080/2169,3-4=-7322/2328 BOT CHORD 8-9=-2353/7322,7-8=-1274/4193,6-7=-1238/4050 WEBS 1-9=-2285/6493,2-9=-299/203,3-9=-1380/188,4-7=-484/1954,4-6=-5409/1655, 3-8=-11/341,4-8=-1186/3435 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1,60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=1756,6=1160. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 0-9-9 from the left end to 7-9-9 to connect truss(es)to back face of bottom chord. 9)Use USP THD26(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 5-9-9 from the left end to 13-9-9 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.14853.25")toe-nails per NDS guidlines. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)106 lb down and 176 lb up at 5-1-8 on top chord,and 64 lb down at 5-1-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Cptlti AI N on page 2 ' I�WARNING-aae design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.70/03/1015 BEFORE USE. � Design valid for use only with MITeke connectors.Ns design Is based only upon parameters shown,and Is for an indMdual building component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design Info the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent tracing Mile k' Is always required for sltility and to prevent collapse wlh possible personal Injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and puss systems,seeANSI/1PI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Solely Information avdiabte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type Oty Ply T11782292 13704TB T30 Roof Special Girder i 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:20 2017 Page 2 ID:8eMAmGcpAocREjRHM09SodyuBU 1-2zX7zKHOOUn75E3RdCOhmW811925JgkplUm7rgypzCr 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=-60,6-10=-20 Concentrated Loads(Ib) Vert:12=-78(F)13=-81(F)14=-81(F)15=-47(F)17=-854(B)18=-741(B)19=-1(F)20=-686(B)21=-53(F)22=-868(B)23=-51(F)24=-397(B)25=-51(F)26=-939(B) 27=-24(F)28=-933(B)29=-1(F)30=-933(B) 1 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 511-7473 rev.10/03/2015 BEFORE USE. igt Design valki for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design info the overall buYdng design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type Qty Ply T11782293 13704TB T31 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:21 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-X95VAgl09nv_jOedAwXwljh?uYXF21 Qy_8W gN7ypzCq 5-1-8 5-1-8 Scale=1:15.1 3 , 4.0012 NAILED 11 3x4% — ur 2 ' 12 4 NAILED 3x4 l 5-1-8 5-1-2 Plate Offsets(X,Y)-- [1:0-1-12,0-0-2] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL- in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.03 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 4-9 >902 180 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=217/0-7-0,3=127/Mechanical,4=62/Mechanical Max Horz 1=69(LC 8) Max Uplift 1=-45(LC 8),3=-72(LC 8) Max Gray 1=217(LC 1),3=127(LC 1),4=87(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=5.0psf;h=25ft;B=45f1;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(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=-60,4-5=-20 Concentrated Loads(Ib) Vert:12=-2(B) 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mnek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for sktrltty and to prevent collapse with possible personal Injury and property damage. For general guklatce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safely Information available from Truss Plate Institute,218 N.Lee Skeet,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type CRY Ply 111782294 13704TB T32 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:21 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-X95VAgl09nv_jOedAwXwlj h t tYZg2lQy_8 W g N7ypzCq 1-4-6 3-11-12 1-4-6 2-7-6 4.00 12 Scale=1:14.6 3 11 3x6- 2x4 Ig 1 2 4 2x4 0-9-6 1-4-6 +_ 3-11-12 0-0-6 1-4-0 2-7-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.02 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins, BOT CHORD 2x4 SP No.2 except 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) 5=151/0-4-3,3=107/Mechanical,4=44/Mechanical Max Horz 5=35(LC 12) Max Uplift 5=-35(LC 8),3=-61(LC 12) Max Gray 5=151(LC 1),3=107(LC 1),4=72(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-4-6,Interior(1)1-4-6 to 3-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. few Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown.and is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tat>ttcatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pi I Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Trym Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type !Ory Ply T11782295 13704T6 T33 Flat 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:22 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-?MftO0Jfw51 rKXDgkd29rxEFZywznlg6DoFDvZypzCp 1-11-12 1-11-12 2x4 I I Scale=1:15.5 1 2 to ur ry N IN 3 2x4 1 0-Q-6 1-11-12 a 1-11-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014TTPI2007 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-12 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=73/0-4-3,2=53/Mechanical,3=20/Mechanical Max Uplift 4=-31(LC 8),2=-38(LC 8) Max Gray 4=73(LC 1),2=53(LC 1),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vubt=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.10/032015 BEFORE USE. ith• Design valid for use only with MITek®connectors.Ns design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street.Sulte 312.Nexandrta.VA 22314. Tampa,FL 33610 Job Truss Truss Type !Ory Ply T11782296 13704TB T34 Roof Special Supported Gable 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:23 2017 Page 1 I D:8eMAmGcpAocR Ej R HMO9SodyuBU 1-TYDFbMKHhP9iyhoOl KaON8mQOMGV W AOFSS?nS?ypzCo 17-3-8 17-970 17-3-8 5- 6.00 12 1 Scale=1:45.3 13 12 29 11 10 • 6x6- 9 8 : a 7 ♦, 1,1 dr 6 5 4 3 28 2 e Ef 0 F $ f� 3x4— 27 26 25 24 23 22 21 20 19 18 17 16 15 6x6- 17-3-8 17-3-8 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 21 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:141 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. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 14-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-3-8. (Ib)- Max Horz 1=354(LC 12) Max Uplift All uplift 100 lb or less at joint(s)15,1,16,17,18,19,20,21,22, 23,24,25,26,27 Max Gray All reactions 250 lb or less at joint(s)15,1,16,17,18,19,20,21,22, 23,24,25,26,27 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-608/199,2-3=-548/176,3-4=-505/162,4-5=-463/147,5-6=-420/132,6-7=-377/117, 7-8=-332/102,8-9=-289/86 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=2ft;Cat. II;Exp C;End.,GCpi=0.1 8;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 17-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,1,16,17,18, 19,20,21,22,23,24,25,26,27. AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall binding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 13704TB T35 Roof Special 5 1 T11782297 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:24 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-xkndpiLvSiHZarNCs25dwMJRCmREFbFOg6kK_SypzCn 5-10-5 11-5-3 17-3-8 1C--9p05 5-10-5 5-6-13 5-10-5 Scale=1:52.8 3x4 II 5 6 6.00 12 15 4x5 4 6x6 :f • 3 4x5 i 14 2 1 . a 9 16 17 4x5=8 7 5 7x6= 3x8ll 8-7-12 17-3-8 1 -910 8-7-12 8-7-12 OL5-8 Plate Offsets(X,Y)— [1:0-5-9,Edge],[8:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.23 8-9 >925 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.57 8-9 >371 180 BCLL 0.0 * Rep Stress Ina YES WB 0.25 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:100 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except` WEBS 1 Row at midpt 5-8,4-8 5-8:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Lett 2x6 SP No.2 1-6-0 be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=701/0-5-8,7=678/0-5-8 Max Horz 1=354(LC 12) Max Uplift 1=-87(LC 12),7=-272(LC 12) Max Gray 1=701(LC 1),7=734(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-997/139,3-4=-825/111 BOT CHORD 1-9=-408/890,8-9=-222/498 WEBS 3-9=-279/228,4-9=-116/535,4-8=-684/313 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-3-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 7=272. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon trnamelers shown,and Is for an Indlvdual building component,not a truss system.Before use,the buildng designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdud truss web and/or chord members only. Additional temporary and permanent bracing M Frei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Buildng Component 6904 Parke East Blvd. Safety IMormatlon avalable from Truss Plate Institute.218 N.Lee Street.Suite 31'1,Alexa dda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oly Ply T11782298 13704TB T36 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:25 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-PwK002LXCOPQB?xPPIcsTZsdZAn?_?OYvmUuW uypzCm 4-3-13 9-10-11 15-9-0 16-2 4-3-13 5-6-14 5-10-5 0-5.8 Scale=1:52.8 3x4 II 4 5 6.00 12 11 4x5 3 fixe 2 10 11111. 2x4 II • i 6.-1] 111. Or CO n Im o 9' 8 12 13 4x5—7=' 4x5= 6 0-9-6 7x6= 15-9-0 0-0-6 7-0-14 8-7-12 Plate Offsets(X,Y)— [2:0-3-12,0-3-0] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL, In (lora) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.20 7-8 >929 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.53 7-8 >356 180 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS I Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-7,3-7 4-7:2x4 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) 9=633/0-4-3,6=611/0-5-8 Max Horz 9=319(LC 12) Max Uplift 9=-61(LC 12),6=-263(LC 12) Max Gray 9=633(LC 1),6=668(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-688/91 BOT CHORD 8-9=-382/661,7-8=-217/433 WEBS 3-8=-93/399,3-7=-590/307,2-9=-727/36 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-9-0 zone;C-C for members and forces&MINERS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) 6=263. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. t. l will A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10,63/2015 BEFORE USE. Design valid for use only with MiTek®connectors.lhls design Is based only upon parameters shown,and is far en Individual building 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 balding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile le Is always required far stability and to prevent collapse with possible personal knlray and property daxnage. For general grldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/[PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety Intormallon available from Truss Plate Institute,218 N.Lee Sheet,Suite 312 P4exandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11782299 13704TB T37 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:26 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-t7uODOM9zKXHp9W bzT75?nOj PZBgjVYhSQDR2KypzCI 2-3-13 7-10-11 13-9-0 14-2j8 2-3-13 5-6-14 5-10-5 -S-B Scale=1:52.8 3x4 I I 4 5 6.00 12 11 4x5 3 ",$ 4x5 i 10 2 2x4 II k 1 •• Ioi 8 12 13 9 4x5 4x5=7 6 = 4x5= 0- 5-1-4 i 13-9-0 14-2r8 a6-6 5 0 14 8-7-12 -b LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 7-8 >903 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.51 7-8 >328 180 BCLL 0.0 * Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:94 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-7,3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=531/0-5-8,9=553/0-4-3 Max Horz 9=278(LC 12) Max Uplift 6=-251(LC 12),9=-30(LC 12) Max Gray 6=587(LC 17),9=553(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-520/75 BOT CHORD 8-9=-351/376,7-8=-214/356 WEBS 3-8=-73/264,3-7=-481/303,2-9=-650/88 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opst. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) 6=251. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2O1S BEFORE USE. Design valid for use only with Miteke connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall briding design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required to stability and to prevent collapse with possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1'PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely tMormaiton available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 7117823001 13704TB T38 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:27 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU1-LJSmRjNnkdf8RJ5nXAeKY_xvczUKSzmrM4z_bmypzCk 5-10-11 11-9-0 1�-2r8 5-10-11 5-10-5 5-8 Scale=1:52.9 3x4 I I 3 4 6.00 Fly 4x5 i 10 2 9 4x5 . 1 Iccx _. d 82x4 II 7 11 12 5x6_6 6 4x5= 0-9-6 3-1-4 11-9-0 12-21-8 0-6-6 3-0-14 8-7-12 5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.17 6-7 >828 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.47 6-7 >302 180 BCLL 0.0 * Rep Stress!nor YES WB 0.14 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 i Matrix-AS Weight 83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-6,2-6 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=473/0-4-3,5=451/0-5-8 Max Horz 8=237(LC 12) Max Uplift 5=-240(LC 12) Max Gray 8=477(LC 17),5=506(LC 17) FORCES. (Ib)-Max Comp-/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-346/40,1-8=-541/50 BOT CHORD 7-8=-305/144,6-7=-229/281 WEBS 2-6=-374/322,1-7=0/364 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-9-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(Jt=lb) 5=240. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and tin"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.this design Ls based only upon parameters shown.and Is for an individual building component,not a truss system.Before use-the building designer must verity the appllcablity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing M Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication storage,delivery,erection and bracing of trusses and Buss systems,seeANSI/lPlt Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Irxorm tion available from Truss Plate Institute-218 N.Lee Street.Suite 312 Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type ;Qty Ply T11782301 ' 13704TB T39 Roof Special I I 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:27 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-LJSmRj Nnkdf8RJ5nXAeKY_xu_zYpSyW rM4z_bmypzCk 3-10-11 9-0-0 19-2r8 3-10-11 5-10-5 0-5-8 Scale=1:53.9 3x4 I 3 4 6.00 12 3x4 9 2 B 2x4 II 1 I II Id, 10 11 '= 75_ 4x5=6 5 0-Q-6 9-9-0 19-2r8 0 9-8-10 5 8 Plate Offsets(X,Y)-- [6:0-2-0,0-2-8],[7:0-2-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.25 6-7 >482 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.63 6-7 >186 180 BCLL 0.0 * Rep Stress lncr YES WB 0.22 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except* WEBS 1 Row at midpt 3-6,2-6 3-6:2x4 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) 5=371/0-5-8,7=393/0-4-3 Max Horz 7=196(LC 12) Max Uplift 5=-228(LC 12) Max Gray 5=424(LC 17),7=414(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-6=-221/319 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=228. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'Y2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/032015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before lee,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with poetic personal Injury and property damage. For general guid rice regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information actable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 711782302! 13704TB T40 Common Supported Gable 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:29 2017 Page 1 ID:BeMAmGcpAocREjRHMO9SodyuBU1-IiaWsPO2GFvrgcFAebgodPOSfnJbwvR8gOS5ffypzCi 7-2-4 14-4-9 7-2-4 7-2-5 Scale=1:25.4 5x6= 6 PR 5 r� 7 6.00 12 21 ` 8 4 22 21 , • 9 3 r 2 10 11 a o El111. Id 3x4_ 20 19 18 17 16 15 14 13 12 3x4_ 14-4-9 14-4-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 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 Ina YES WB 0.06 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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 14-4-9. (Ib)- Max Horz 1=-88(LC 10) Max Uplift All uplift 100 lb or less at joint(s)17,18,19,20,15,14,13,12 Max Gray All reactions 250 lb or less at joint(s)1,11,16,17,18,19,20,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCp1=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-2-4,Exterior(2)3-2-4 to 7-2-4,Comer(3)7-2-4 to 10-2-4 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)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf 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)17,18,19,20,15, 14,13,12. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,11. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MI1ek0 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 applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary amid permanent bracing Mile k. Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeAN$Vipl l Quality CAferle,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 11178230311 13704TB 141 Common 19 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:30 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-mu8v31Pg1 Y2ilmgMCJC1AdZQiBW 1 fLtH32BeB5ypzCh -3-7-8I 7-1-12 14-3-8 I 16-6-8 i 3-7-8 7-1-12 7-1-12 2-3-0 Scale=1:35.1 8x10 II 3 6.00 12 14 i5 i 16 4 2 13 DWI 5 N i i 5X12= JO 6 I0 2x4 II $X12= dO a = 0 -3-7-8 7-1-12 14-3-8 16-6-8 3-7-8 i 7-1-12 I 7-1-12 2-3-0 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.18 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.46 6-9 >515 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.27 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):6 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=813/0-3-8,5=803/0-3-8 Max Horz 1=118(LC 11) Max Uplift 1=-199(LC 12),5=-205(LC 12) FORCES. (lb)-Max Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-364/136,2-3=-1329/462,3-4=-1378/480,4-5=-351/152 BOT CHORD 2-6=-307/1271,4-6=-307/1271 WEBS 3-6=0/300 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-3-5-12 to-0-5-12,Interior(1)-0-5-12 to 7-1-12,Exterior(2) 7-1-12 to 10-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) 1=199,5=205. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 14"gypsum sheetrock be applied directly to the bottom chord. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid tor use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate ihbs design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/IPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satiety information avdiabie from Truss Plate institute,218 N.tee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply T11782304 13704TB Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:30 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-mu8v31 Pg 1 Y2iImgMCJC 1 AdZUE BerfJOH32BeB5ypzCh -0-8-0 6-0-0 6-8-0 0-8-0 i 6-0-0 0-8-0 Scale=1:31.7 3x4= 2x4 II 2x4 i I 1 2 9 3 10 4 5 ME N• • •7 6 2x4 3x5 3x4= 6-0-0 I 6-0.0 Plate Offsets(X,Y)-- [8:0-2-12,0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 6 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:48 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) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-221(LC 10) Max Uplift 8=-284(LC 8),6=-99(LC 9),7=-287(LC 9) Max Gray 8=254(LC 18),6=162(LC 2),7=429(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-399/486 BOT CHORD 7-8=-324/334 WEBS 2-7=-405/405 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)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 8=284,7=287. f, l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10103/2015 BEFORE USE. 11111. Design valid for use only with MITetr8 connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Indlvklual truss web and/or chord members only.Additional temporary arid permanent tracing MiTeke Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sagely Intormallon avalabie from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply T11782305, 13704T8 V02 Valley 1 1 ,Job Reference(optional) I � Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:31 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-E4iHH5QIosAZvwPYmOjGig5hza_4OnJQHixCkYypzCg -0-8-0 6-0-0 6-8-0 0-8-0 I 6-0-0 0-8-0 1 Scale=1:29.3 3x4= 2x4 I I 2x4 1 2 9 3 10 4 5 • 8 7 6 2x4 II 3x4= 2x4 6-0-0 6-0-0 Plate Offsets(X,Y)-- [8:0-2-8,0-1-0] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 4 ri/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 ` Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOY 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) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-198(LC 10) Max Uplift 8=-248(LC 8),6=-99(LC 9),7=-250(LC 9) Max Gray 8=227(LC 18),6=162(LC 2),7=401(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-330/417 BOT CHORD 7-8=-290/299 WEBS 2-7=-335/335 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. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 8=248,7=250. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*65-7473 rev.1&.912015 BEFORE USE Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly kicorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndNkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see:ANSI/1PI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11782306. 13704TB V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:32 2017 Page 1 I D:BeMAmGcpAocR EjRHMO9SodyuBU 1-iHFtU RRwZAIOX4_IKj EV F2euO_KJ7FMaW MgIG_ypzCf -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 Scale=1:26.3 2x4 I I 2x4H 3x4 1 2 9 3 10 4 5 • a ww w ■ 7 62x4 I 2x4I 3x4= 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-175(LC 10) Max Uplift 8=-215(LC 8),6=-99(LC 9),7=-218(LC 9) Max Gray 8=202(LC 18),6=162(LC 2),7=377(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-269/356 BOT CHORD 7-8=-256/264 WEBS 2-7=-273/273 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)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2)Provide adequate drainage to prevent water ponding. 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 8=215,7=218. � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall briding design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Ajexarndrta,VA 22314. Tampa,FL 33610 r , Job Truss Truss Type 1 Qty Ply T11782307 13704TB VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:33 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-ATp1 hnSYKTQH9EZxtRIknFB4UOgnsiBjIOQJoQypzCe -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 Scale=1:23.4 2x4 I 2x4 I I 3x4 1 2 9 3 10 4 5 Il � I 1- 2x4 ! 3x4-=7 6 2x4 I I 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 4 n/r 120 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-152(LC 8) Max Uplift 8=-186(LC 8),6=-99(LC 9),7=-190(LC 9) Max Gray 8=186(LC 18),6=145(LC 1),7=302(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-215/303 NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2) Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 8=186,7=190. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Inlormallon available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type J Oty Ply T11782308 13704TB V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:33 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-ATp1 hnSYKTOH9EZxtRIknFB6cOgnsjbjl0QJoQypzCe -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 Scale=1:20.0 3x4= 2x4 I I 2x4 1 2 9 3 10 4 5 1 j — _1 8 7 6 2x4il 3x4= 2x4 6-0-0 — --� 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:36 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) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=-129(LC 8) Max Uplift 8=-162(LC 8),6=-99(LC 9),7=-165(LC 9) Max Gray 8=168(LC 18),6=145(LC 1),7=284(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-169/257 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2)Provide adequate drainage to prevent water ponding. 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)6 except(jt=lb) 8=162,7=165. is. � � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekb connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MeV Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply T11782309 13704TB V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:34 2017 Page 1 I D:8eMAmGcpAocR Ej RHMO9SodyuBU 1-efNPv7SA5nY8mN77R8GzKTjGCo00bAvtzg9sKsypzCd -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 Scale=1:17.1 2x4 H 2x4 II 3x4= I2 9 3 10 4 5 I I h I 7 6 2x4 3x4= 2x4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress'nor YES WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:34 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) 8=145/6-0-0,6=145/6-0-0,7=264/6-0-0 Max Horz 8=106(LC 11) Max Uplift 8=-141(LC 8),6=-99(LC 9),7=-145(LC 9) Max Gray 8=152(LC 18),6=145(LC 1),7=269(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)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2)Provide adequate drainage to prevent water ponding. 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)6 except(jt=lb) 8=141,7=145. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERANCE PAGE MB-7473 rev.70/032015 BEFORE USE. Design valid for use only with MiTek®connectors.Ills design Is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdidile from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11782310, 13704TB V07 Valley I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:35 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-6sxo6TTos4g?OXi K?snCtgGR KCLM KdCOCKvPtJypzCc -0-8-0 6-0-0 6-8-0 l 0-8-0 6-0-0 0-8-0 Scale=1:14.5 1 2x4 II 2x4 L1 2x4 II 2 9 3 10 4 5 - --- - :.❖.:•:❖:•:•:•:❖:•:�:❖:•:•:•:❖:•:❖:•:�:❖:•:•:❖.❖:•.:�:•:❖:❖:❖:❖:❖:❖:❖:•:❖:•:•:❖:•:❖:❖::❖:•:•:❖:•:•:❖:•: 8 7 6 2x4 I 2x4 II 2x4 6-0-0 6-0-0 1 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 5 n/r 120 BCLL 0.0 * Rep Stress lncr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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) 8=152/6-0-0,6=152/6-0-0,7=250/6-0-0 Max Horz 8=-83(LC 8) Max Uplift 8=-114(LC 8),6=-113(LC 9),7=-99(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=1b) 8=114,6=113. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Er acing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalabie from Truss Plate Institute,218 N.Lee Street.Sutte 312,Alexandria VA 22314. Tampa,FL 33610 Job ITruss Truss Type 'i Qty Ply T11782311 13704TB V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:36 2017 Page 1 I D:8eMAmGcpAocREj RHM09SodyuBU 1-a2VAKoURdOosOhH W ZZIRPtpdpbhb34S9R_ezPlypzCb -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 Scale=1:14.0 1 2x4 I 2x4 I I 2x4 2 9 3 10 4 5 8 7 6 2x4 II 2x4 I; 2x4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 4 Nr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 4 n/r 120 BOLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-R Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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) 8=153/6-0-0,6=153/6-0-0,7=248/6-0-0 Max Horz 8=-60(LC 10) Max Uplift 8=-108(LC 8),6=-107(LC 9),7=-98(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.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)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2)Provide adequate drainage to prevent water ponding. 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)7 except(jt=lb) 8=108,6=107. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual budding component,not a truss system.Before use,the building designer must verify the appllcabilty of design parameters and properly Incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ktrricatkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPl t Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Intormallon evadable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tempe.FL 33610 r r Job Truss Truss Type Qty Ply T117823121. 13704T8 V09 Valley 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Tue Aug 8 08:23:37 2017 Page 1 I D:8eMAmGcpAocREjR HMO9Sodyu BU 1-3E3YX8V3Oiwjdrsi6Hggy5Loz?1 poXjJgdOW xBypzCa -0-8-0 3-0-0 6-0-0 6-8-0 0-8-0 3-0-0 3-0-0 0-8-0 Scale=1:14.0 2x4 II 2x4 II 2x4 I 2 9 3 10 4 5 •04.......i i..••i•••i•••••••••••••. i.."•JJ0000••••••••••••:•O••:•1•.''.:•.•i i••i•••••••O••••••••••• i .•••••••••.••••••••••:'.'.'.'.•.:❖.S•.O•dao•JDO.O•OOODOOJOJD•O•••00•'D.O:•D••4•J•:SS•J.00•JO.•J00000.0.00O.L•.bS4•�' 8 7 6 2x4 2x4 2x4 3-0-0 6-0-0 3-0-0 I 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 4 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 4 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-R Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=154/6-0-0,6=154/6-0-0,7=246/6-0-0 Max Horz 8=-37(LC 8) Max Uplift 8=-104(LC 8),6=-104(LC 9),7=-98(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 6-8-0 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 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) 8=104,6=104. 1 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10,03/2015 BEFORE USE Design valid for use only with Mllek®connectors.This design Is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee.Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property H, /a I ' I (Drawings not to scale) offsets are indicated. Damage or Personal Injury =II Dimensions are in ft-in-sixteenths. Ilk Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS 3 diagonal or X-bracing.is always required. See BCSI. � , cz-3 2. Truss bracing must be designed by an engineer.For 0-1/le 4 wide truss spacing,individual lateral braces themselves 0 I WEBS c3e may require bracing,or alternative Tor I C a`° 0 bracing should be considered. Oz ,,, 3 O 3. Never exceed the design loading shown and never r a ` „ v U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate �� 'b designer,erection supervisor,property owner and plates 0-166"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND 1 HE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. A "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 40PIndicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. %EEO reaction section indicates joint number where bearings occur. ' 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MN NM 0 18.Use of green or treated lumber may pose unacceptable piimi environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. before use.Reviewing pictures alone is notandpictures)sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with MGuide to Good Practice for Handling, ' ANSI/TPI 1 Quality Criteria. Installing& Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015