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1720 ATLANTIC BEACH DR - TRUSSES -- Nit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: 14117T0 - MITek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Davenport - Caribbean Lot/Block: 078 Subdivision: Atlantic Beach Address: 1720 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 65 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# .Truss Namei 7 B �401 Datte No. Seal#oTruss Name Date L 1 T12069384 CJO1 1T05 , 9/20/17 2 1T12069385!CJ02 1 9/20/17 119 I T120694021T06 i 9/20/17 3 I T12069386;CJO3 9/20/17 120 I T12069403 1T07 ; 9/20/17 4 1T12069387 1 F01 1 9/20/17 121 T12069404 I T08 i 9/20/17 5 T12069388 I F02 9/20/17 122 1 T12069405 I T09 1 9/20/17 6 T120693891 F03 9/20/17 123 1T12069406 T10 1 9/20/17 7 l_8 11206939 9 F04 9/20/17 124 712069407 LT11 9/20/17 _ 1 F06 9/20/17 125 1T12069408 T12 19/20/17 9 T12069392 I F07 9/20/17 126 T12069409 I T13 19/20/17 110 T12069393 I F08 1 9/20/17 127 1 T12069410 1 T14 i 9/20/17 111 T12069394 F09 ; 9/20/17 128 I T12069411 I T15 19/20/17 112 T12069395 1 F10 1 9/20/17 _129 1T12069412 J T16 19/20/17 13 712069396 ', FG01 19/20/17 130 1T12069413 I T17 19/20/17 114 1T12069397 ITO1 19/20/17-_131 1T12069414 I T18 ' 9/20/17 15 1T12069398 I T02 9/20/17 132 1T12069415 T19 I 9/20/17 16 1T12069399 T03 1 9/20/17 133 I T12069416 1 T20 9/20/17 117 T12069400 T04 19/20/17 134 1T120694171T21 9/20/17 otiiiilifili The truss drawing(s) referenced above have been prepared by MiTek `,Ns`Olop,S A. ,1416,4/,,�� USA, Inc. under my direct supervision based on the parameters `k,e...-0G E•N s'',.:.;4/o,' provided by Building Component Supply. Truss Design Engineer's Name: Albani, Thomas No *9 8'Pr711_ _ My license renewal date for the state of Florida is February 28, 2019. _ �I�"'�. IMPORTANT NOTE: The seal on these truss component designs is a certification �•.• ST O F :,�/` that the engineer named is licensed in the jurisdiction(s)identified and that the ,�•. .r P designs comply with ANSI/TPI 1. These designs are based upon parameters ',� <\•.*Z O R 1 v.••• �\�.` shown(e.g., loads,supports, and ch were given to MiTek. Any project specific l informationons, included isforfor MiTek's n codes), customers �i(Sc.�O N A,� o- file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design Thomas A.Albans PE No.39380 parameters or the designs for any particular building. Before use,the building designer MiTek Usk Inc.FL Cart 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/-PI 1,Chapter 2. Date: September 20,2017 Albani, Thomas 1 of 2 Job Truss Truss Type !Oty Ply 712069386 14117T0 CJO3 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:17:51 2017 Page 1 lD:8eMAmGcpA0cRE1RHMO9S0dYuBU 1-7cIdDixODvdjmxLl gB6EwNS5iP1 Crtl<Cri7mEyybnNk i 3-6-12 3-6-12 2.83 FIT Scale=1:14.5 2 lIO � 2x4 II 1 - Q (S a N N 1 ! 3 2x4 II 3-6-12 3-6-12 Plate Offsets(X,Y)-- (4:0-2-0,0-1-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid 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/TP12007 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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. WARNING-Verily design parameters and READ NOTES ON Thos AND INCLUDED MITEK REFERANCE PAGE MP-7473 rev.10/032015 BEFORE USE mi 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 applicabalty of design parameters and properly incorporate this design Into the overall balding design. Waclng 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 posble personal krkury and property damage. For general guldarrce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria,DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Informallon available from Trus Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss ITruss Type i > Qty 1Ply T12069387 14117T0 F01 Floor Supported Gable 1 1 � Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:17:54 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-XBzmsjzG W q?Id P4cV KgxX?4fBc4V2 EaeYg LQrHybnNh 0-1.8 0-1-H 8 Scale=1:33.6 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1! ,.. 1 36 9.,, �5 d 7--- I l 34 • 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4x6 !'. 3x6 FP= 3x4 = 20-2-8 20-2-8 Plate Offsets(X,Y)-- 134:Edge,0-2-81 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 1 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES I WB 0.03 Horz(TL) 0.00 • 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-R Weight:881b 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 20-2-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,32,31,29,28,27,26,25,24,23,22,21,20, 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)Bearing at joint(s)34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) 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. ite. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. r Design valid for use only with MITekSS 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,erectors and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd_ Safetyinformation available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I > Qty Ply 712069388 14117T0 F02 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:17:57 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-ymfvUl?9plOtUsoBASDe9ei?3gwj FRi5Eda4ScybnNe 0-1-8 1-3-01-11-8 1-0-0 I 0-FF1,,-8 HI I I i Scale=1:33.9 1.5x3= 4x6= 3x6 FP= 4x6= 6x8= 1.5x3= 1 2 3 4 5 6 7 8 9 10 • -I_ • . • • • ® 26 4. N � X / \ /-:' 9 a NI. .. �. :N/ N / N' . • a 23• 22 21 20 19 18 17 16 15 14 12 11 4x6 II 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 4x6= 4x6= 1.5x3 II 18-8-8 17-11-0 I 1-6-0 i 4-0-0 I 6-6-0 I 11-2-8 I 13-8-a I 16-2-8 1 17-7-0 171-9-8 1-9.8 20-2-8 1 1-6-00 2-6-0 2-6-0 4-8-8 2-6-0 2-6-0 1-4-8 0.2- 0-9-8 1-6-0 0-1-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,15:0-1-8,Edge),[6:0.1-8,Edge),[10:0-1-8,Edge),[23:Edge,0-2-8),125:0-1-8,0-0-41,126:0-1-8,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.22 18-19 >966 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.33 19 >641 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:105 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 SS(flat)`Except' except end verticals. 11-16:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 13=1856/0-5-8,23=1383/Mechanical Max Gray 13=1856(LC 1),23=1438(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1438/0,1-2=-1016/0,2-3=-2334/0,3-5=-3044/0,5-6=-3224/0,6-7=-2871/0, 7-8=-1973/379,8-9=-480/944,9-10=0/692 BOT CHORD 21-22=0/1821,20-21=0/2823,19-20=0/3224,18-19=0/3224,17-18=0/3224, 15-17=-151/2548,14-15=644/1364,13-14=-1284/0,12-13=-1288/0 WEBS 9-13=-1814/0,1-22-0/1179,9-14=0/1359,2-22=-1119/0,8-14=-1289/0,2-21=0/714, 8-15=0/929,3-21=-681/0,7-15=-876/0,3-20=-36/397,7-17-0/619,5-20=-487/268, 6-17=-852/0,5-19=-297/153,6-18=-120/328,10-12=-940/0,9-12=0/875 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)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:11-23=-10,1-10=-100 Concentrated Loads(Ib) Vert:1=-528 10=-528 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-10=-100 Concentrated Loads(Ib) Vert:1=-528 10=-528 Continued on nane 2 iiit V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8(8-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITekD connectors.This design Is based only upon parameters shown,and Is for an Individual building 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 • btildkg design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M[Te k Is always required for stability and to prevent collapse with possible personal t>fuy and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312-Nexandrla.VA 22314. Tampa.FL 33610 'Job Truss Truss Type i Oty Ply 712069388 14117T0 F02 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:17:57 2017 Page 2 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-ymfvUl?9ptOtUsoBASDe9ei?3gwjFRi5Eda4ScybnNe LOAD CASE(S) Standard 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:1=-528 10=-234 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:1=-234 10=-528 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:1=-528 10=-234 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:1=-234 10=-528 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-6=-100,6-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:1=-528 10=-528 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-5=-20,5-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:1=-234 10=-234 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-23=-10,1-6=-100,6-9=-20,9-10=-100 Concentrated Loads(Ib) Vert:1=-528 10=-528 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:11-23=-10,1-5=-20,5-9=-100,9-10=-20 Concentrated Loads(Ib) Vert:1=-234 10=-234 A WARNING-Verify design parameters end READ NOTES ON THIS AND 6VCLUDED ASTER REFERANCE PAGE AI-7473 rev.10/03/1015 BEFORE USE Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informalbn ovoAable from Truss Plate Ins-Mule.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type i -Qty Ply T12069389 14117T0 F03 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:00 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-MLL16n216gmSLKXmranLnGKW x1 wsSnjXwbok2xybnNb 0-1-8 1-11-8 0-11H-8 H F 1 3 0 I I I ScAte=1:33.9 1.5x3 II 4x6= 4x6= 4x6= 3x6 FP= 1.5x3 II 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 t f N. iii.‘1&\.6 /Ak AL WA WA '/Alk. ALA I&VAAr I I II IP 1 e e 22 21 20 19 18 17 16 15 14 13 4x6 I I 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4-0-0I 6-6-0 I 13-8-8 I 16-2-8 I 18-8-8 20-2-8 1-6-0 2-6-0 2-6-0 7-2-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[11:0-1-8,Edgel,[17:0-1-8,Edge),[18:0-1-8,Edgel,[22:Edge,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.35 17-18 >694 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.54 17-18 >443 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.09 12 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:103 lb FT=20%F,114E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins, 5-11:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-16:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 12=1098/0-5-0,22=1613/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1614/0,11-12=-1093/0,1-2=-1224/0,2-3=-2903/0,3-4=-3979/0,4-6=-4546/0, 6-7=-4546/0,7-8=-4546/0,8-9=-3938/0,9-10=-2836/0,10-11=-1129/0 BOT CHORD 20-21=0/2211,19-20=0/3570,18-19=0/4361,17-18=0/4546,15-17=0/4335,14-15-0/3516, 13-14=0/2130 WEBS 11-13=0/1458,1-21=0/1438,10-13=-1392/0,2-21=-1372/0,10-14-0/983,2-20=0/963, 9-14=-946/0,3-20=-927/0,9-15-0/587,3-191/570,8-15=-552/0,4-19=-531/0, 8-17=-134/658,4-18=-158/632,6-18=-302/20,7-17=-315/10 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)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 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:1=-528 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:12-22=-10,1-11=-100 Concentrated Loads(Ib) Vert:1=-528 Continued on oaae 2 V WARNING-Verify design parameters and READ NOTES ON THIS AND NCLUDED£ TEK REFERANCE PAGE MP-7473 rev.1e032016 BEFORE USE. Design valid for use onB"illy with MiTek©connectors.this design based only upon parameters shown,and Is for an indivlduat building component not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall tilt building design. Bracing indicated Is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Tries Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ` Oty Ply 712069389 14117T0 F03 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:00 2017 Page 2 I D:BeMAmGcpAocREjRHMO9SodyuBU 1-M LL16n216gmSLKXmranLnGKW xt w5SnjXwbok2xybnNb LOAD CASE(S) Standard 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-7=-100,7-11=-20 Concentrated Loads(Ib) Vert:1=-528 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-6=-20,6-11=-100 Concentrated Loads(Ib) Vert:1=-234 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-7=-100,7-11=-20 Concentrated Loads(Ib) Vert:1=-528 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=-10,1-6=-20,6-11=-100 Concentrated Loads(Ib) Vert:1=-234 � I 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE AM-7473 rev.10.03/1015 BEFORE USE. Design valid for use only with Milek&connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balding designer must verity the applicability of design parameters and properly incorporate this design Into the overall buldtng 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r rai Oty Ply 112069390 14117T0 F04 Floor 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:04 2017 Page 1 ID:8eMAmGcpAocRE)RHMO9SodyuBU1-E6aYy85Y9uGtpxgX4QrIx6VH1 eTSOjT7rDnyBiybnNX 0-1-8 H I 1-3-0 I I 1-5-8 I Scale:1/2'=1' 2x4= 1.5x3 II 1.5x3 II 3x6= 1 2 3 18 4 5 6 7 8 • o o ° ,/ \1/4,47o o X.i/: N 11111111111111111 l • ..:. :...: 4x6 II 1-6-0I 4-0-0 I 10-8-8 13-2-8 I 14-8-8 1-6-0 2-6-0 6-8-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- 112:0-1-8,Edge),[13:0-1-8,Edge),[16:Edge,0.2-8),[17:0-1-8,0-1-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.01 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(TL) -0.01 14-15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 13 rUa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:78 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, Except: 6-0-0 oc bracing:12-13,11-12. REACTIONS. All bearings 8-9-0 except(jt=length)16=Mechanical. (Ib)- Max Gray All reactions 250 lb or less at joint(s)9,10 except 11=282(LC 4),12=293(LC 1),13=500(LC 1), 16=824(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-823/0,1-2=-291/0,2-3=-336/0 BOT CHORD 14-15=0/467 WEBS 1-15=0/281,3-13=-500/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)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(pif) Vert:9-16=-10,1-8=-100 Concentrated Loads(Ib) Vert:1=-528 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Concentrated Loads(lb) Vert:1=-528 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-16=-10,1-18=-100,8-18=-20 Concentrated Loads(Ib) Vert:1=-528 Continued on Dane 9 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MITekivu connectors.This design Is based only upon parameters shown,and is for an Individual bolding cornponent,not a truss system.Before use,the braiding designer must verify the applicability of design pararneters and properly Incorporate this design Into the overall MiTek 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/I811 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bed. Safely Inlonnalion avdlable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type `I Qty Ply I T12069390 14117T0 F04 Floor 1 1 1 I Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:04 2017 Page 2 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-E6aYy85Y9uGtpxgX4QrIx6VH 1 eTSOjT7rDnyBiybnNX LOAD CASE(S) Standard 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=10,1-18=-20,8-18=-100 Concentrated Loads(Ib) Vert:1=-234 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-18=-100,8-18=-20 Concentrated Loads(Ib) Vert:1=-528 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-18=-20,8-18=-100 Concentrated Loads(Ib) Vert:1=-234 7) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Concentrated Loads(Ib) Vert:1=-528 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Concentrated Loads(Ib) Vert:1=-528 9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Concentrated Loads(Ib) Vert:1=-528 10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Concentrated Loads(lb) Vert:1=-528 1 I r. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MFtek®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 verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSUIPI t Quality Criteria,DSII-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply 712069391 14117T0 F06 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:06 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU1-BVilNg6ohVW b3F_wCrumOXaihSANseePIXG3GbybnNV 3x6= 0-1-8 H 3r4= 1-3-0 2 1.5x9 '1 0-5-8 3 1-5x3 11 4 Scale=1:9.4 l&LIIIIIiitilli 9 ,, o • • V NMI Mili 1111M Iffi MIIIIMIIM or::. // 3x4= 3x4= 8" 7 6 5 3x4= 3x4 II 1-4-0 1-8-8 3-8-8 1-4-0 0-4-8 1 2-0-0 Plate Offsets(X,Y)-- 16:0-1-8,Edge),17:0-1-8,Edge) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud 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/TP12007 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. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mt-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Milekoa connectors.this design is based only upon Ixrrameters shown,and is for an Individual building component,not lilt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall • building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possbre personal inpxy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabile from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r lb Oty Ply TI2069392 14117T0 F07 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:09 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-b4NR?s9h_QuAwijVtZRTeACDHfC030Es_VUjtvybnNS 4-i-tit 1 3x4= 2 1.5x3 I I 3 1.5x3 I 4 3x4 I I Scale=1:9.4 9 -- 1.5x3 0 1 8 7 6 5 3x4= 3x4= 1.5x3 II 3x4 I I 1-6-12I 2-10-12 3-8-8 1-6-12 1-4-0 0-9-12 Plate Offsets(X,Y)— (7:0-1-8,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - Na 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 rVa BCDL 5.0 Code FBC2014/TP12007 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 puffins, 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. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Pb)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. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE till Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possble personal try and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and buss systems,seeANSI/TPII Quality Criteria,058-99 and SCSI Building Component 6904 Parke East Blvd. i Safety IMrm oallon availableTruss from Plate Institute.218 N.Lee Skeet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type t e, Qty Ply 712069393 14117T0 F08 Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:13 2017 Page 1 I D:8eMAmGcpAocREj RHM09SodyuBU 1-UrdyrDCB2fPcOK1 G6pW PpONuwGar?gnRv7SwOhybnNO . f-1-1 1 3x6= 2 3x4 II Scale=1:9.5 • a 4 3 3x4= 3x6= I 1-10-0 I 1-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid 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 n/a n/a BCDL 5.0 Code FBC2014/TP12007 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. V WARNING-Verity design paameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.this design Is based only upon parameters shown,and Is for an individual building component,not ` a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,056-89 and BCSI Building Component 6904 Parke East Blvd. i Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ie Qty Ply T12069394 14117T0 F09 Floor 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:15 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU1-QEIiGvDRaGfKedAfEEYtuRS3D41 eTaPkN Rx14ZybnNM 1-3-0 1-6-12 Scale=1:33.1 Special 5x6= 4x6= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 om / N / X / N 1 ,z x z x /_xo e 4. 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 I 6-9-12 l 2-6-0 I 2-6-0 I 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,111:0-1-8,Edge),[12:Edge,0-1-81,[16:0-1-8,Edgel,[17:0-1-8,Edgel,122:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.34 16-17 >683 360 MT20 244/190 TCDL 10.0 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 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=-269127,6-16=-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(lb) Vert:11=-1058 a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. lilt Design valid for use only with MITeke connectors.this design a based only upon parameters shown.and is tor an kxiMdual 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 tr ss web and/or chord members only.Additional temporary cud permanent bracing MiTek. is always required for stability and 10 prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses aid truss systems.seeAN51/TPI l Quality Criteria,DSB-89 and SCSI Butiding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Ins1IMe.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T12069395 14117T0 F10 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:19 2017 Page 1 I D:8eMAmGcpAoc REjRHMO9SodyuBU 1-I?_D6GGydV917FUQT4dp2HdxjhdMPXiKH2VFDKybnNl Scale=1:33.0 3x6= 3x6 FP= 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 i __ • •_ i • + o _ i. • M e i s i _• 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x411 3x4= 3x6 FP= 3x4 I I 1-6-12 1 2-10-12 I 4-2-12 5-6-12 16-10-12 I 8-2-12 9-6-12 110-10-12 I 12-2-12 I 13-6-12 114-10-12 I 16-2-12 17-6-12 . 18-10-12 119-9.121 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)-- f33:0-1-8,Edge),[34:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell LJd 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 Na n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:90 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 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. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473;vv.10/03/2015 BEFORE USE mll. Design valid for use only with MI lek2'O 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 M ile k- Is always required for stabNtiy 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/lPlt 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 I I Oty Ply T12069396 14117T0 FG01 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:22 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-jagLklJgw0XK_iD?8CAW gvFN4VVwcjum_08vgfybnNF 3-7-12 7-1-12 10-7-12 14-3-8 3-7-12 3-6-0 3-6-0 3-7-12 Scale:1/2"=1' 2x4 II 4x5= 5x6= 1 51x6= 2 4x5= 3 4 5 i' 9 8 11 12 7 5x6_ 13 3x4 II 5x6= 4x10= 3x4 II 3-7-12 7-1-12 10-7-12 14-3-8 3-7-12 I 3-6-0 i 3-6-0 I 3-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.13 7-8 >999 360 MT20 244/190 TCDL 10.0 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/TP12007 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 lad(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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down at 8-10-12,and 180 lb down at 10-1-12,and 180 lb down at 12-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-5=-100,6-10=-10 Concentrated Loads(Ib) Vert:11=-180(B)12=-180(B)13=-180(B) V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7073 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mllekis connectors.this design Is based only upon r arameters shown,and Is for an individual building,on iponent,not a truss system.Before use,the building designer must verily the applIcabllty of design parameters and properly Incorporate anis design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing M iTek is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabricaikrn,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quallly Cdt da,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sally Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Y Qty Ply 1411710 TOl Fiat Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Sep 1 2017 MiTek industries,Inc. Wed Sep 20 11:12:18 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-XxuW PLINsp_aXFZmvK85QZGRILOHpJc45U08P5ybmah 5-0-2 9-10-8 14-8-14 19-9-0 I 5-0-2 I 4-10-6 I 4-10-6 5-0-2 6x6= 4x5= 2x4 I I 6x9= 6x6= Scale=1:72.3 1 2 11 3 12 4 5 NV• El' I I I. I I ]a 1 13 1415 9 16 17 8 18 19 207 21 22 6 3x5 II 6x10= 7x10= 8x10= 3x5 I I 5-0-2 9-10-8 14-8-14 19-9-0 5-0-2 l 4-10-6 I 4-10-6 I 5-0-2 l Plate Offsets(X,Y)— [1:0-3-0,0-2-81,14:0-3-0,0-3-0],[5:0.3-0,0-2-121,[6:0-2-12,0-1-81,[7:0-5-0,0-4-8],[8:0-5-0,0-4-12],[9:0-5-0,0-4-81,[10:0-2-15,0-1-6] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.09 7-8 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.54 Horz(TL) 0.01 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:506 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2`Except* end verticals. 6-9:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2`Except` WEBS T-Brace: 2x6 SP No.2-1-10,5-6 5-7,1-9,4-8:2x4 SP No.2,2-9,2-8,3-8:2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x6 SP No.2 (0.13153')nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=2737/0-5-8 (min.0-1-10),6=2372/0-3-8 (min.0-1-8) Max Uplift 10=-i124(LC 4),6=-971(LC 5) Max Gray 10=2737(LC 1),6=2379(LC 13) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2431/1030,1-2=-968/395,2-11=-1311/528,3-11=-1311/528,3-12=-1311/528, 4-12=-1311/528,4-5=-956/390,5-6=-2309/981 BOT CHORD 9-16=-402/982,16-17=-402/982,8-17=-402/982,8-18=-393/962,18-19=-393/962, 19-20=-393/962,7-20=-393/962 WEBS 5-7=-965/2371,1-9=-1014/2488,4-7=-1136/548,2-9=-1063/516,4-8=-403/898, 2-8=-370/826,3-8=-277/200 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 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;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,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1124 lb uplift at joint 10 and 971 lb uplift at joint 6. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)435 lb down and 183 lb up at 2-0-0,435 lb down and 183 lb up at 4-0-0,435 lb down and 183 lb up at 6-0-0,435 lb down and 183 lb up at 8-0-0,511 lb down and 214 lb up at 10-0-0,511 lb down and 214 lb up at 12-0-0,and 511 lb down and 214 lb up at 14-0-0,and 293 lb down and 123 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard lIVI Mill-MU VI I IJQye G a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 0. 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 budding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate institute,218 N.Lee Street.Stile 312,Alexandria,VA 22314. Tampa,FL 33610 1 Job Truss truss Type . Qty Ply 14117To Tot Flat Girder 1 2 Job Reference(optional) Building Component Supply.Jacksonville,Fl 32256 8.130 s Sep 1 2017 MiTek Industries,Inc. Wed Sep 20 11:12:19 2017 Page 2 ID:8eMAmGcpAocREj RHMO9SodyuBU1-?7SvdhJ?d66R9O8yT1 f Kynpc2lMW YmsDK8mhxXybmag 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=-511(8)13=-435(B)15=-435(B)16=-435(B)17=-435(B)19=-511(B)20=-511(B)21=-293(B) • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid tot use only with MITekh 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 Ml leis• Is always required for stability and to prevent collapse with possde personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUiPI1 Quality Criteria.DsB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r r Oty Ply TI2069398 14117T0 T02 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:28 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-Xk1 d_LNbWGITidg9UTHetwAVPCJbeObsfMybD2JybnN9 6-5-8 12-11-0 I II 6-5-8 6-5-8 5x6= Scale=1:26.9 2 04 7.0012 13 12 14 ti 3 1 6 II II III 16 I� 4 OM 3x8 i I 2x4 11 3x8 0 6-5-8I 12-11-0 i 6-5-8 6-5-8 Plate Offsets(X,Y)— 11:0-0-0,0-0-11,[1:0-0-1,0-4-11,[1:0-3-8,Edge),[3:0-0-0,0-0-11,[3:0-0-1,0-4-11,[3:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 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!nor YES WB 0.11 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 1 Installation guide. REACTIONS. (lb/size) 1=517/0-5-8,3=517/0-5-8 Max Horz 1.107(LC 10) Max Uplift 1=-i36(LC 12),3=-i36(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. • II;Exp C;Enc.,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 9-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 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 1/2"gypsum sheetrock be applied directly to the bottom chord. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTekeo 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 incorrarate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' I Iek Is always required tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication.storage,delivery.erection and bracing of misses and truss systems.seeANSI/TP11 Qualify Citi da,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r , Qty Ply 712069399 14117TO T03 I Roof Special Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:31 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU 1-yJjldNQUoBg2Z5PjAbgdXp6wpXe_Ds152wptfeybnN6 6-5-8 7-5-15 13-10-10 20-5-0 6-5-8 1-0-7 i 6-4-11 6-6-6 Scale=1:35.6 5x6= 2 3 796// 7.00 12 01 , 4 3x4 3.00 12 -4 5 4,46 6 29 --.41,40441[14406 y 7 28 r 8 � r 9 r is 10 Y r T o `er : z " 1� — \ 3x4 4x5= _ � 3x8 II 6x6 16 15 14 13 12 6-5-8 7-5-15 12-9-013-10.10 20-5-0 6-5-8 1 1-0-7 5-3-1 1-1-10 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(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl 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 rl/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(it=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=-i36(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.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;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 (jt=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 1/2°gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7.473 rev.idD3/2015 BEFORE USE Design valid ler use only with Mlle.k®connectors.this design is t used only upon f arameters 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. Wacing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'ek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/W11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformatIon avdioble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 i Job Truss Truss Type r , Qty Ply T12069400 14117T0 T04 Roof Special 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:34 2017 Page 1 ID:8eMAmGcpAocREj RHMO9SodyuBU 1-MuOuFPSM562dQY7IrjOK9RkOmkdLQJSXku2XFzybnN3 6-5-8 7-5-15 12-8-4 20-5-0 1 1 6-5-8 1 1-0-7 ( 5-2-5 7-8-12 Scale=1:34.4 5x6= 2 _ 3 3x6 r146 7.00 12 �' 3.00112 2x4 II 15 4 14 r 16 1 5 1' = 16 7 033 kM11 62x4 II 3x811 6x6= 4x5= 3x8 11 6-5-8 12-8-4 20-5-0 6-5-8 1 6-2-12 I 7-8-12 1 Plate Offsets(X,Y)— [1:0-0-0,0-0-1],[1:0-0-1,0-4-11,[1:0-3-8,Edge],[5:0-0-0,0-1-13],[5:0-2-13,0-9-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.24 6-13 >384 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0A9 Vert(TL) -0.19 6-13 >487 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 I 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 Harz 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=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi 3.18;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 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 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. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10173/2015 BEFORE USE. - Design valid for use only with MI1eVD connectors.INs design Is based only upon purarrreters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall • building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Cdteda,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 `Job Truss Truss Type i Qty Ply 112069401 14117T0 T05 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:37 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-nS40tQU FO1 QCHOstW sx1 n4MgMxeGdW t zQsGCslybnNO 2-1-14 6-3-8 7-3-15 14-6-12l 20-3-0 2-1-14 I 4-1-10 ' 1-0-7 I 7-2-13 5-8-4 Scale=1:37.8 5x6= 4 5 3x6 3.00112 7.00 FT /h 3x5 2x4 I I 4x6= 12 6x8= 2x4 II , 6 7 13 3 1/11111... O a 1 Z C. LT 4/ ei 11 9 8 3x4 I I 6x6— 3x4.- 4x5= I 6-3-8 12-6-4 l 20-3-0 6-3-8 6-2-12 7-8-12 Plate Offsets(X,Y)-- (3:0-2-4,0-1-81,16:0-4-12,0-3-01,(11:0-2-0,0-0-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.54 Vert(TL) -0.19 8-9 >500 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.68 Horz(TL) 0.03 8 n/a n/a 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 1 Installation guide. REACTIONS. (lb/size) 11=605/0-3-8,8=497/0-5-0,9495/0-5-8 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(lb)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=5.0psf;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 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 Gt=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 1/2'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. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AMER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with Milekrrs connectors.This design is based oily upon parameters shown,and Is for an Individual building comfxxnent not a trusssystem.Before use-the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent L'racing MiTek. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety IMormallon available from Truss Plate Institute.218 N.Lee Street,Su to 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T12069402 14117T0 T06 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:41 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU 1-f EJXjoXISGwdldAflhOzxwXgRZ79ZT7ZLU EP_3ybnMy 18-1-0 18-1-0 1 Scale=1:49.7 6.0012 14 13 � 12 • 11 0 � 6x6 9 8 • 7 X01 6 5 1 294 4x5 i 3■■■II 11 • 3x5 II 28 27 26 25 24 23 22 21 20 19 18 17 16 6x6= 18-1-0 18-1-0 Plate Offsets(X,Y)— 11:0-2-5,0-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 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(lb)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, 8-9=-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.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 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.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 except(jt=lb)28=147. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 1lw-7473 rev.100312016 BEFORE USE Design valid for use only with MiTekc)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 pararneters 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. Add Itlonal 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 CuaBy 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 T12069403 14117T0 T07 Roof Special 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:45 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-Y?Z2Z9aGVUR3EETQ_X4v6mi l5AOW5z9G5Cd7gybnMu 6-8-0 13-4-0 6-8-0 6-8-0 4x5* Scale=1:52.9 3 6.00 12 g 2x4 II 2 7 4x5 1 .�I 1 -MEP 6 5 9 4 2x4 II 4x10= 2x4 I I 6-8-0 13-4-0 6-8-0 6-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Lid 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 BOLL 0.0 ` Rep Stress Incr YES WB 0.88 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS 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 Installation guide. REACTIONS. (lb/size) 4=522/Mechanical,6=522/Mechanical Max Horz 6=267(LC 12) Max Uplift 4=-257(LC 12),6=-i7(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.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 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 4)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 Qt=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 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mil-7473 rev.10/0312015 BEFORE USE Design valid for use only with MiTek1;connectors.this design Is based only upon IxIramelers shown,and Is for an irdlvkdual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k• is always requked for stability and to prevent collapse with possible personal InWry and property damage. For general guidance regarding the fabrication,storage.delivery,erection arid bracing of trusses and huss 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 Sheet,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply T12069404 14117T0 T08 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:48 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-yaEBBBd8oPpe5iC?fgecjOKkVNJZiR6by3RHk9ybnMr 3-5-11 5-10-8 12-9-0 I i 3-5-11 i 2-4-13 6-10-8 6x6 II Scale=1:27.1 7.00 FIT 3.00112 3 N 1 4x5= ioo/ 4x5 11,4 4 th N �I M 6wla „ a 0 9 10 11 12 13 6 4x5= 7x10= 5 4x5 II 8x14 M18SHS I I 3-5-11 5-10-8 12-9-0 I 3-5-11 I 2-4-13 6-10-8 I Plate Offsets(X,Y)-- 11:0-2-0,0-2-01,13:0-2-0,0-2-121,[5:Edge,0-3-81,(6:0-5-0,0-4-12),(7:0-2-0,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 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 Ml8SHS 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 FBC2014ITPI2007 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. (lb)-Max.Comp./Max Ten.-All forces 250(lb)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.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except((t=lb) 8=238,5=225. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)502 lb down and 37 lb up at 1-10-12,502 lb down and 37 lb up at 3-10-12,502 lb down and 37 lb up at 5-10-12,502 lb down and 37 lb up at 7-10-12,and 502 lb down and 37 lb up at 9-10-12,and 505 lb down and 34 lb up at 11-10-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(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(Ib) Vert:6=-502(B)9=-502(B)10=-502(B)11=502(B)12=-502(B)13=-505(B) 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111 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 building designer must verify the appilcabllN 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 cnd permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal k*Sy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type r r Qty Ply TI2069405 14117T0 T09 Roof Special 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:50 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-uzMxctePK13MLOMNn4g4ppP8QB6FALfuQNwOp1 ybnMp 6-10-8 13-9-0 6-10-8 6-10-8 4x5- Scale=1:52.9 3 6.00 12 8 2x4 I I 2 7 4x5 6 5 9 4 2x4 I I 4x10= 2x4 I I 6-10-8 13-9-0 6-10-8 6-10-8 Plate Offsets(X,Y)— [1:0-2-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 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 FBC2014/TPI2007 I 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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-7-4 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.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)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(jtdb) 4=259. 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. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon fxxarnefers shown,and is for an Individual holding component.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing l MiTek is always required for stability and to prevent collapse with possible personal intury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PIl Quality CriterIa,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety inlonnatton available from truss Plate institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . , Qty Ply T12069406 14117T0 T10 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:54 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-nkbSSEhvOFZnpdf80wlOzfZgQoK96D?UL?ubypybnMI 5-1-12I 10-1-12 I 15-1-12 i 20-3-8 5-1-12 5-0-0 5-0-0 5-1-12 Scale=1:56.4 1 2 11 3 12 4 5 Ir 2x4 I I nn nn nn nn 1—' nn nn n nn of 10 13 14 15 9 16 17 8 18 19 20 7 21 2223 624 3x5 II JUS24 JUS24 6x8= JUS24 4x10= JUS24 JUS24 5x6= JUS24 3x5 II JUS24 JUS24 JUS24 JUS24 5-1-12 10-1-12 15-1-12 20-3-8 5-1-12 i 5-0-0 I 5-0-0 I 5-1-12 Plate Offsets(X,Y)— 11:0-2-4,0-2-01,15:0-2-4,0-2-01,16:0-2-12,0-1-81,17:0-3-0,0-2-121,110:0-2-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.09 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.17 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(TL) 0.02 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:402 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10,5-6:2x6 SP No.2 WEBS T-Brace: 2x4 SP No.3-1-10,5-6 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. (lb/size) 10=3138/0-3-8,6=3538/0-3-8 Max Uplift 10=-1546(LC 4),6=-1734(LC 5) Max Gray 10=3277(LC 2),6=3688(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2824/1377,1-2=-1436/679,2-3=-1942/910,3-4=-1942/910,4-5=-1497/705, 5-6=-2855/1388 BOT CHORD 8-9=-689/1454,7-8=-714/1514 WEBS 1-9=-1441/3047,2-9=-1181/634,2-8=-523/1021,3-8=-290/205,4-8=-482/918, 4-7=-1095/598,5-7=-1459/3097 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:2x4-1 row at 0-7-0 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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)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=lO.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=1546,6=1734. 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 front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Continued on orae 2 0 WARNING-Verify*sign paramste s and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/03/2015 BEFORE USE. peg 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 verily the aptAlcabtly of design parameters and properly Incorporate this design Into the overall I bullring design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 1 Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I QuaNy CrIterla,1)51-89 and SCSI BuNdng Component 6904 Parke East Blvd. Solely Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r .Qty Ply T12069406 1411770 T10 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:18:54 2017 Page 2 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-nkbSSEhvOFZnpdf80wl0zfZgQoK96D?UL?ubypybnMI 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=-502(F)13=-502(F)15=-502(F)16=-502(F)17=-502(F)18=-502(F)20=-518(F)21=-518(F)23=-518(F)24=-525(F) V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 I' Design valid for use only with MiTekQF/connectors.This design is based only upon parameters shown,and Is tor an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Wierrrporate 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 Unluay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Citerla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job fruss Truss Type . Qty Ply e� 1411770 Ti 1 Flat Girder 1 2 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Sep 1 2017 MiTek Industries,Inc.Wed SSeepp 20 11:14:00 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyUBU 1-YZ24gDXLg9r6mwMMulz0Y4V1FTpmIU65YLjX_BybmZ5 5-2-4 10-2-12 15-3-4I 20-5-8 5-2-4 5-0-8 5-0-8 5-2-4 5x6= 4x5= 2x4 I I 6x6= 5x6= Scale=1:60.3 1 2 11 3 12 4 5 91 Ili 1 I j 7 I t C 13 14 15 16 9 17 18 8 19 20 7 21 22 23 g 10 3x5 H 8x10= 7x10= 8x10= 3x5 11 1 5-2-4 I 10-2-12 I 15-3-4 I 20-5-8 1 5-2-4 5-0-8 5-0-8 5-2-4 Plate Offsets(X,Y)— [1:0-2-12,0-2-01,[5:0-3-0,0-2-01,16:0-2-8,0-2-01,17:0-3-8,0-4-81,[8:0-5-0,0-4-81,[9:0-5-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Idefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) 0.04 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) -0.07 8-9 >999 180 BCLL 0.0 . Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 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, except BOT CHORD 2x6 SP No.2 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.0-1-8),6=2058/0-3-8 (min.0-1-8) Max Uplift 10=933(LC 4),6=-834(LC 5) Max Gray 10=2303(LC 13),6=2077(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1883/797,1-2=-884/356,2-11=-1165/458,3-11=-1165/458,3-12=-1165/458, 4-12=-1165/458,4-5=-884/356,5-6=-1840/780 BOT CHORD 9-17=362/897,17-18=-362/897,8-18=-362/897,8-19=-362/897,19-20=-362/897, 7-20=-362/897 WEBS 1-9=-783/1951,2-9=-836/420,2-8=-268/582,3-8=-287/203,4-8=-276/596,4-7=-851/426, 5-7=-765/1909 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 0-8-0 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=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 933 lb uplift at joint 10 and 834 lb uplift at joint 6. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down and 116 lb up at 1-0-12,275 lb down and 115 lb up at 2-3-12,275 lb down and 115 lb up at 4-3-12,275 lb down and 115 lb up at 6-3-12,275 lb down and 115 lb up at 8-3-12,275 lb down and 115 lb up at 10-3-12,275 lb down and 115 lb up at 12-3-12,275 lb down and 115 lb up at 14-3-12,and 275 lb down and 115 lb up at 16-3-12,and 275 lb down and 115 lb up at 18-3-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ,our nn rucuA Oil ayc c �� L21PRI 6$), parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rim 10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.fits 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 applicability of design parameters and properly Incorporate this design into the overall Mi •le design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/iPI 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,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply �f 1411770 Tt t Flat Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Sep 1 2017 MiTek Industries,Inc. Wed Sep 20 11:14:00 2017 Page 2 I D:BeMAmGcpAocREj RHMO9SodyuBU 1-YZ24gDXLg9r6mwMMuIz0Y4VtFTpmi U65YLjX_BybmZ5 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • yert:.1-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:8=-275(B)13=-277(B)14=-275(B)16=-275(B)17=-275(B)18=-275(B)19=-275(B)20=-275(B)21=-275(B)23=-275(B) • V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.This design B based only upon parameters shown,and Is for an Individual budding component,not a truss system.Before use,the building designer must verify the applicabllry of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek • Ls always required for stability and to prevent collapse with possible personal injury and property damage. For general guddcnce regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI1 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalabte from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Taupe,FL 33610 Job Truss Truss Type • I Oty Ply T12069408 14117T0 T12 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:00 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-cuzjilmgzSKxXY6lMBsODwpy2DceW3?MjxLw9SybnMf 20-11-8 20-11-8 12 1 Scale=1:54.8 6.00 X14 15 73• 12 11 6x6 10 9 6 5 1231j11111111111 H ��r . :•••••.••••.•••••:••••: • ••:•••••: • 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) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 17 n/a n/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 oc 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 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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-2-7 to 3-2-7,Exterior(2)3-2-7 to 20-9-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)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)17,1,18,19,20, 21,22,23,24,25,26,27,28,29,30,31. V 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 building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly ilcorr'rate this design into the overall • building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek Is always required for stability and to prevent collapse wilts possble personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of tr sses and truss systems,seeANSI/IPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information avdlabie from Truss Rate Institute,218 N.Lee Sleet.Suite 312,Alexandria,VA 22314. Tanya.FL 33610 Job Truss Truss Type . , Qty Ply T12069409 14117T0 113 Roof Special 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:03 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-OTerLJoYGOiW O?rt2JP7gZRIyQPpjMCoPVZamnybnMc 6-7-1 13-1-12 20-0-0 6-7-1 6-6-12 6-10-4 2x4 II Scale=1:59.9 4 6,00 IF11 4x5 3 r 6x6% 2 10 4000111111.11111.11\ 1 hd n DRi - Job Truss Truss Type ' r Qty Ply 1411710 T14 Root Special Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Sep 1 2017 MiTek Industries,Inc. Wed Sep 20 11:16:42 2017 Page 1 I D:BeMAmGcpAocREj RHMO9SodyuBU1-okrKgcUzhwF7CpIV Nmt07ECPAm2wfcLxoYz6goybmW Z 4-11-8 _ 9-9-4 •I 14-7-0 19-6-8 4-11-8 4-9-12 4-9-12 4-11-8 5x6= 4x5= 2x4 H 6x6= 7x10= Scale=1:66.4 1 2 13 3 14 4 5 ! at U 3x6= 9 n 0 _ 3x6= = 3x6= ffiLJnn nn [ J nn nn Ii nn 12 I¢ �L 10 15 16 17 9 18 19 8 20 21 7 22 23 24 6 1 3x8 t I 8x10= JUS24 6x8= JUS24 7x6= 3x4 II JUS24 JUS24 JUS24 JUS24 4-11-8 9-9-4 14-7-0 19-6-8 I 4-11-8 4-9-12 l 4-9-12 4-11-8 Plate Offsets(X,Y)— [5:0-0-8,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(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.15 8-9 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.90 Horz(TL) -0.01 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:467 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 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 I-Brace: 2x4 SP No.3-5-12 OTHERS 2x4 SP No.3*Except* T-Brace: 2x4 SP No.3-1-10 5-11:2x4 SP No.1 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131-x31 nails,6in o-c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 10=4225/0-3-8 (min.0-2-8),12=4253/0-3-8 (min.0-2-8) 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=-1619/670,2-13=-2171/892,3-13=-2171/892,3-14=-2171/892, 4-14=-2171/892,4-5=-1667/691,6-11=-250/691,5-11=-250/691 BOT CHORD 9-18=-680/1639,18-19=-680/1639,8-19=-680/1639,8-20=-700/1687,20-21=-700/1687, 7-21=-700/1687 WEBS 1-9=-1611/3896,2-9=-1421/667,2-8=-549/1249,3-8=-283/204,4-8=-516/1166, 4-7=-1350/637,5-7=-1561/3772,5-12=-4255/1769 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=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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,with BCDL=10.0psf. 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 1755 lb uplift at joint 10 and 1768 lb uplift at joint 12. 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 11-10-12 to connect truss(es)T13(1 ply 2x4 SP)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)774 lb down and 336 lb up at 13-10-12,and 774 lb down and 336 lb up at 15-10-12,and 774 lb down and 336 lb up at 17-10-12 on bottom chord. The I wnrxrcrcev rrrr}�rtjc�e.,..,.._........................_.......r,............�_...........r..........._. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MB 7473 rev.10/03/2015 BEFORE USE id" Design valid tor use only with MITek©connectors.itis design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire 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 fuss systems,seeANSI/1P11 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss fruss Type r r Qty Ply 1411770 774 Root Special Girder 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Sep 1 2017 MiTek Industries,Inc. Wed Sep 20 11:16:42 2017 Page 2 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-okrKgcUzhwF7CpIVNmt07ECPAm2wfcLxoYz6goybmWZ NOTES- 12)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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:8=-774(B)15=-774(B)17=-774(B)18=-774(13)19=-774(B)20=-774(B)21=-774(B)22=-774(B)24=-774(B) • • 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTekv/conne,:tors.This design is t'used only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M(Tek is always required tot 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/TPI l Quality Criteria,05149 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. I Tampa.FL 33610 Job Truss Truss Type • , Qty Ply 712069411 14117T0 T15 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:09 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU1-rc?7bNtJssSf6wJ1OaWX4ghTmrhZ74MhngOu_RybnMW 1-11.9 1-9-7 18-5-8 1-9-7 0-2-2 16-5-15 12 1 Scale=1:58.2 6.00 3213 14 12 it 106x6� 9 8 7 6511111 31 4 � 3 4x5 i 2 1 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 5x6= 6x6= 18-5-8 18-5-8 Plate Offsets(X,Y)-- 129:0-3-0,0-3-01 LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - r1/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) -0.00 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:196 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, Except: OTHERS 2x4 SP No.3 7-11-5 oc bracing:29-30. WEBS 1 Row at midpt 15-16,14-17,13-18,12-19,11-20 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 30=372(LC 12) Max Uplift All uplift 100 lb or less at joint(s)16,17,18,19,20,21,22,23,24, 25,26,27,28 except 30=-181(LC 10),29=-698(LC 12) Max Gray All reactions 250 lb or less at joint(s)16,17,18,19,20,21,22,23, 24,25,26,27,28,29 except 30=839(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-30=-1252/386,1-2=-625/201,2-3=-594/192,3-4.543/173,4-5=-502/159, 5-6=-457/144,6-7=420/130,7-8=-375/116,8-9=-333/101,9-10=-289/86 BOT CHORD 29-30=-551/175 WEBS 1-29=-360/1136 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft L=24ff;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 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/I-PI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psi 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)16,17,18,19,20, 21,22,23,24,25,26,27,28 except(jt=lb)30=181,29=698. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. ■ Design valid for use only with MITekb connectors.this design is based only upon parameters shown,and Is tot an Individual building component.not11 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 M 1 1T e Is always requited for stability and to prevent collapse with possde personal ikxy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r , Qty Ply 712069412 14117T0 T16 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:13 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU t-jOFdRkwgv5y5bYcodQbTEgs5OSyf3gUHiS_67CybnMS 6-0.151 12-1-12 I 17-0-4 i 19-2-14 24-3-8 6-0-15 6-0-13 4-10-8 2-2-10 5-0-10 5x6_ Scale=1:46.5 3 42" 15 16 7.00 12 4 6x8 4.00112 4x5% 2x4 II 1 5 2 ��� i0 5 14 1 N IRA MAA141111100000.4x6 .. ,, ttl Y .- r 2. 0M4 10 9 6r4i 7 3x8 2x4 II 7x10= 5x9= 2x4 11 013[0 6-0-15 12-1-12 I 17-0-4 I 19-2-14 1 24-3-8 0-3-0 5-9-15 6-0-13 4-10-8 2-2-10 5-0-10 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[1:0-0-1,0-6-61,[1:0-0-0,0-0-11,[8:0-4-0,0-2-12),[9:0-4-12,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.12 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 L Matrix-AS Weight:137 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 I MiTek recommends that Stabilizers and required cross bracing WEDGE I be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2 } Installation guide. REACTIONS. (lb/size) 7=-12/Mechanical,8=1227/0-7-12,1=716/0-3-8 Max Horz 1=-175(LC 10) Max Uplift 7=-74(LC 21),8=-717(LC 12),1=-432(LC 12) Max Gray 7=96(LC 12),8=1227(LC 1),1=716(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1005/964,2-3=-568/594,3-4=-535/589,5-6=-255/278 BOT CHORD 1-10=-816/808,9-10=-816/808 WEBS 3-9=-392/244,6-8=-275/302,5-8=-253/180,4-9=-381/368,4-8=-809/771,2-9=-539/564, 2-10=-283/227 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;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. 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) 8=717,1=432. - 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/Y gypsum sheetrock be applied directly to the bottom chord. ionV WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. . Design valid for use only with MITekt connectors.this design is based only upon parameters shown,and is tor 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 brackrg M iTe k is always required for stability and to prevent collapse with possible personal kyrry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPII Quality Criteria,DSB-$9 and SCSI Bolding Component 6904 Parke East Blvd. Saltily Information available from Truss Plate Insttlule,218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type N , Qty Ply T12069413 14117T0 T17 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:15 2017 Page 1 I D:8eMAmGcpAocR Ej RH MO9SodyuBU 1-fm NOsoy4Ri DpgrmBlgdxJ5xMpGV_XkGZAmTCB5ybnMQ 6-0-15 12-1-12 17-0-4 24-3-8 1 6-0-15 I 6-0-13 I 4-10-8 7-3-4 6x6= Scale=1:46.5 3 %\ 14 4,8 15 7.00 FIT 4 7x6// 4.00112 2x4 \\ O 2 IP) ;i 16 S.% 4x5 5 13 r r n 1 �� N I/� NII M n ter. � � 1 I R 9 17 18 8 ►i 7 6 7x10= 6x12= 3x5 H axe II 013]O 7-1-7 I 17-0-4 18-6-12 I 24-3-8 0-3-0 6-10-7 9-10-13 1-6-8 5-8-12 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-1,0-6-6],j1:0-0-0,0-0-11,[3:0-3-0,0-2-01,[5:0-2-4,0-2-0],[6:03-0,0-1-8],[8:0-5-0,03-0],[9:0-5-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.59 8-9 >374 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.82 8-9 >267 180 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(TL) 0.03 6 n/a rt/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:147 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 3-9 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-7-3(3-8);4-11-9(5-8); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=755/Mechanical,1=898/0-3-8,7=279/0-7-12 Max Horz 1=-175(LC 10) Max Uplift 6=-443(LC 12),1=-568(LC 12),7=-24(LC 16) Max Gray 6=816(LC 2),1=898(LC 1),7=279(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1381/1415,2-3=-131011506,3-4=-1233/1461,4-5=-1083/1178,5-6=-800/851 BOT CHORD 1-9=-1198/1130,8-9=-664/715 WEBS 2-9=-409/245,3-9=-834/630,3-8=-728/587,4-8=-594/550,5-8=-1081/963 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 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)All plates are 3x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)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)7 except(jt=lb) 6=443,1=568. 8)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. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Terme,FL 33610 Job Truss Truss Type r , Oty Ply . T12069414 14117T0 T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:18 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-4L2W US_zkdbNiJVmQzAexjZtXTYFk8dOskisoQybnMN 6-0-15 12-1-12 17-0-4 24-3-8 6-0-15 l 6-0-13 4-10-8 I 7-3-4 6x6= Scale:114'=1' • 3 3x4* •3x4* 3x4* ZI\ 3x4 7.00 12ii 14 3x4�i 7x6// 4.00112 2x4 t1 ,• �/% 016 • 4x5 5 iii13 0 ,; i 0 N 8 9 17 16 ►=er 8 7 6 7x6= 3x8 II 6x12= 3x4 01310 7-1-7 l 16-6-12 1 -0 24-3-8 l 0-3-0 6-10-7 9-5-5 d-5- 7-3-4 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[1:0-0-1,0-6-6],[1:0-0-0,0-0-1],[3:03-0,0-2-01,[5:0-2-4,0-2-01,[7:0-5-4,0-3-01,[9:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.23 8-9 >863 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.38 8-9 >511 180 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-9 OTHERS 2x4 SP No.3 Web Brace:Length(member) 6-7-3(3-7); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=709/Mechanical,1=841/0-3-8,8=381/0-7-12 Max Horz 1=-175(LC 10) Max Uplift 6=-198(LC 12),1.451(LC 12),8=-319(LC 12) Max Gray 6=709(LC 1),1=841(LC 1),8=570(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1222/908,2-3=-1146/1006,3-4=-928/405,4-5=-778/232,5-6=-618/217 BOT CHORD 1-9=-770/995,8-9=-244/592,7-8=-244/592 WEBS 2-9 418/276,3-9=-804/594,3-7=-150/357,4-7=-554/317,5-7=-124/577 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;MW FRS(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=198,1=451,8=319. 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. -- Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. NE Design valid for use only with MITeka 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 applicab®Ity of design parameters and properly incorporate this design Into the overall budding 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,seeANS1/I911 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety'Monnallon available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , , Qty Ply T12069415 14117T0 T19 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:22 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU1-y711Kp1Tos5pAwoXfpFa6ZkZM40GgtybnMg4xBybnMJ 6-0-15 12-1-12 14-2-14 17-0-4 24-3-8 6-0-15 6-0-13 2-1-2 2-9-6 7-3-4 6x6= Scale=1:46.5 3 %\ 14 15 7.00712 46x8 4.00 12`\ ��� ii16 413111 4x5 5 '` d� 01 1 mI1.811 N • I,, ��/ Y_ dddd I� i"4 9 17 18il 8 7 6 4x5= 6x8= 4x5= 3x4 H 3x8 II 013]0 7-1-7 I 14-2-14 I 17-0-4 24-3-8 0-3-0 6-10-7 7-1-6 2-9-6 7-3-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-1,0-6-61,[1:0-0-0,0-0-11,[3:0-3-0,0-1-12],[5:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (los) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.10 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.17 8-9 >998 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.70 Horz(TL) -0.01 1 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 WEBS 1 Row at midpt 3-9 WEDGE 1 MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1073/0-7-12,6=326/Mechanical,1=532/0-3-8 Max Horz 1=-175(LC 10) Max Uplift 8=-518(LC 12),6=-71(LC 12),1=327(LC 12) Max Gray 8=1073(LC 1),6=343(LC 22),1=535(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-653/644,2-3=-617/746,5-6=-271/125 BOT CHORD 1-9=-548/527 WEBS 2-9=-439/292,3-9=-786/636,4-8=-431/161,3-8=-636/449 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)0-0-0 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.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)6 except(jt=lb) 8=518,1=327. 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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ng 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 stabtltty 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/WPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type . . Qty Ply T12069416 14117T0 T20 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:25 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-NhzAyr3M4nTO1 OX6KxoHjBM3dl_NtFe2TKukYWybnMG 2-3-6 7-2-9 12-1-12 17-0-4 24-3-8 2-3-6 i 4-11-3 l 4-11-3 l 4-10-8 i 7-3-4 i 5x6= Scale=1:47.1 4 .r� 7.00 112 12 NS%%143 ...4x5 i5 6x8 4.00112 3 • 4x54x5= 6x6= 6 rMSNIL I =� 1011140100. vM1110:4 IIM N 11 10 9 6 7 3x5 I 4x10= 7x10- 4x5= 3x4 I I 03(0 2-3-6 l 12-1-12 12-?-14 17-0-4 i 24-3-8 034 2-0-6 9-10-6 0-Y-2 4-9-6 7-3-4 Plate Offsets(X,Y)-- 16:0-2-4,0-2-01,f11:0-2-12,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.43 9-10 >336 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.50 9-10 >287 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=340/0-3-8,9=1240/0-7-12,7=340/Mechanical Max Horz 11=155(LC 10) Max Uplift 11=204(LC 12),9=-603(LC 12),7=-37(LC 12) Max Gray 11=367(LC 21),9=1240(LC 1),7=377(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-426/533,1-2=-445/558,2-3=-621/760,3-4=-113/298,4-5=-111/294,5-6=-268/0, 6-7=-303/63 WEBS 1-10=-765/584,2-10=-479/486,3-10=-754/550,3-9=-461/404,4-9=-495/251, 5-9=-458/167 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 2-3-6,Interior(1)2-3-6 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)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) 11=204,9=603. 8)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-Verily design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MlTek6 connectors.Ibis design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatkxi,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Butting Component 6904 Parke East Blvd. Sally Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Adexandrla.VA 22314. Tame.FL 33610 Job Truss , Truss Type r , Qty Ply T12069417 14117T0 T21 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:28 2017 Page 1 ID:BeMAmGcpAocREjRHMO9SodyuBU 1-nGflas6ENirzurFh?3M_Lq_eBV1 h4dDU9H708gybnMD 3-9-15I 7-10-14 11-11-12 I 16-10-4 I 22-7-0 124-1-8 ' 3-9-15 4-0-14 4-0-14 4-10-8 5-8-12 1-6-8 5x6= Scale=1:47.3 4 7.00 12 rte% 4x5 i 14 15 z..."-. 4.0012 3 5 6x8 •Il 4144, 4x5= 6x6= 6x6=2x4 I I 1 6 7 % A10111001: • 1 IRV! MILII. wil. ... ..m. '11.. LE. 1.7.4 �r 12 11 10 9 8 2x4 II 4x10= 7x10= 4x5= 4x5= 3-9-15 11-11-12 16-10-4 22-7-0 24-1-8 3-9-15 8-1-13 I 4-10-8 I 5-8-12 I 1-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.58 Vert(TL) -0.34 10-11 >835 180 BCLL 0.0 * Rep Stress Ina YES WB 0.52 Horz(TL) 0.04 8 rite n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:150 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) 12=953/0-3-8,8=953/Mechanical Max Horz 12=134(LC 10) Max Uplift 12=250(LC 12),8=-250(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-935/299,1-2=-1114/311,2-3=-1397/443,3-4=-981/375,4-5=-992/365, 5-6=-1183/353 BOT CHORD 10-11=-294/995,9-10=-293/1077,8-9=-164/500 WEBS 1-11=-370/1366,2-11=-889/353,3-11=-63/293,3-10=-376/199,4-10=-205/689, 5-10=-408/180,6-9=-139/635,6-8=-1020/379 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 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 22-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=250,8=250. 8)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. AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. I mi. Design valid for use only with MITek®connectors.Tis design k based only upon parameters shown,and Is for rn Individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate Ihk design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabte from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , , Oty Ply T12069418 14117T0 T22 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:31 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-BrLRDu86gdEXIJ_GhCvhzSc9bj4AHwNwrFL219ybnMA 5-6-9 11-11-12 16-10-4 19-7-0 24-1-8 5-6-9 I 6-5-3 i 4-10-8 2-8-12 4-6-8 5x6= Scale=1:47.3 3 7.00 12 /rM 13 14/7. . 4.0012 6x8 4 4x5= 6x6= 6x6= 2x4 II 1 .. i MI: rli N1111111 T \A/ zi. w 2 11 10 9 8 7 2x4 II 4x5= 7x10= 4x5= 4x5= I 5-6-9 11-11-12 i 16-10-4 i 19-7-0 i 24-1-8 i 5-6-9 6-5-3 4-10-8 2-8-12 4-6-8 Plate Offsets(X,Y)-- 19:0-4-8,Edgel • 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 0.42 Vert(LL) -0.07 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.19 7-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:150 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 j MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 11=953/0-3-8,7=953/Mechanical Max Horz 11=-106(LC 10) Max Uplift 11=-250(LC 12),7=-250(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-904/326,1-2=-1110/335,2-3=-1017/344,3-4=-981/353,4-5=-1145/345 BOT CHORD 9-10=-350/1135,8-9=-307/1065,7-8=-299/931 WEBS 1-10=-394/1318,2-10=-634/296,2-9=-417/163,3-9=-127/570,4-9=-398/145, 5-8=-20/267,5-7=-1172/384 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 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 19-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=250,7=250. 8)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. 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 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 balking designer must verify the applicability of design ixrameters 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 tr ss systems.seeANSI/1911 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 • . Qty Ply T12069419 14117T0 T23 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:34 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU 1-c00ZrwA?zYc6cmjgMKTOb5Dbsw?iULCMXDajMUybnM7 7-3-2 11-11-12 16-8-6 24-1-8 7-3-2 4-8-10 I 4-8-10 I 7-5-2 6x6_ Scale=1:47.0 7.0012 3 12 4x5= 6x6= 11 6x6_ 4x5= 1 4 5 10 c/ Foill off :; 11110001 IPPIF.AillWM ii 8 14 15 7 6 9 2x4 I' 7x10= 7x10= 2x4 II • 7-3-2 { 16-8-6 I 24-1-8 7-3-2 9-5-5 7-5-2 Plate Offsets(X,Y)-- [7:0-4-8,Edge),[8:0-4-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.36 7-8 >802 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.69 7-8 >412 180 BC LL 0.0 * Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-AS Weight:150 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) 9=953/0-3-8,6=953/Mechanical Max Horz 9=-77(LC 10) Max Uplift 9=-250(LC 12),6=-250(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-896/340,1-2=-1059/313,2-3=-1344/463,3-4=-1363/469,4-5=-1073/318, 5-6=-894/341 BOT CHORD 7-8=-236/777 WEBS 1-8=-357/1242,2-8=-1006/440,3-8=-181/670,3-7=-190/697,4-7=-1022/447, 5-7=-359/1248 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 14-11-12,Interior(1)16-8-6 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 20.0psf 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) 9=250,6=250. 8)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 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mill' 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/II1 Quality Criteria,1)611-69 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 712069420 14117T0 T24 Roof Special 1 1 Job Reference(optional) Building Component Supply; Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:37 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-0?iiTxDtGT_hTESP1 S05Djr8C74fgbmpDBoNzpybnM4 I 4-7-9 i 8-11-11 11-11-12 i 14-11-13 19-2-10 i 23-8-15 4-7-9 4-4-1 3-0-1 3-0-1 4-2-13 4-6-5 6x6= Scale=1:46.8 • 7.00 RI 4 2x4 I I 6x6— •, 6x6= 2x4 1 4x5= 5 4x5= 7 G/ 16 rem NNW Mil Ir. no Y r=. 14 15 ..1...10 16 17 9 18 19 11 8 4x5= 7x10= 4x10= 4x5= 8-11-11 14-11-13 23-8-9 23$-15 8-11-11 6-0-2 i 8-8-12 0-6-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ' BC 0.65 • Vert(TL) -0.42 10-11 >673 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:168 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 i 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=-49(LC 10) Max Uplift 11=-273(LC 8),8=-270(LC 9) Max Gray 11=952(LC 18),8=952(LC 17) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-962/283,3-4=-1159/382,4-5=-1144/378,5-6=-951/281 . BOT CHORD 10-11.224/636,9-10=-238/785,8-9=-215/599 WEBS 2-11=-943/356,2-10=-110/593,3-10=-736/308,4-10=-153/553,4-9=-145/523, 5-9=-726/304,6-9=-115/602,6-8=-940/354 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 14-11-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=273,8=270. 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. 1 t Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7073 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 applk:abtlty o1 design parameters and properly Incorporate this design into the overall ;� bolding design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mak' 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,State 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Oty Ply T12069421 14117T0 T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:40 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-RaNr6zFmYOMGKhA_ibaogMTaoL5Et12Fw911 a8ybnM1 I 7-3-9 1 10-8-4 111-11-121 13-3-4 1 14-5-61 21-8-15 1 7-3-9 3-4-11 1-3-8 1-3-8 1-2-2 7-3-9 7.00 ril 3x6= Scale=1:45.8 i 4x5= 2x4 I I 4x6 i 4 4x6 7x6= 4x5= 1 2 ..4101 /11..... 6 7 ie 3r��I-YI w , .. co al :b r ni ..174 14 10 9 15 . 11 8 3x4 I I 6x6= 4x5= 2x4 I I I 7-3-9 l 10-8-4 1 13-3-4 14-5-61 21-8-9 21-4-15 7-3-9 3-4-11 2-7-0 1-2-2 7-3-3 46-6 Plate Offsets(X,Y)-- 14:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.90 Vert(LL) -0.29 10-11 >876 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.35 10-11 >732 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:135 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=858/0-3-8,8=858/0-4-3 Max Horz 11=21(LC 10) Max Uplift 11=-320(LC 9),8=-331(LC 9) Max Gray 11=971(LC 18),8=971(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-850/345,1-2=-748/235,2-3=-757/242,3-5=-609/246,5-6=-757/250, 6-7=-757/250,7-8=-847/362 BOT CHORD 9-10=-250/757 WEBS 1-10=-311/1004,2-10=-457/301,6-9=-450/297,7-9=-330/1004 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-11-12,Exterior(2) 11-11-12 to 13-2-12 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.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=320,8=331. 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. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. t Design valid for use oNy with MiTek®connectors.TNs design Is based only upon parameters shown,and Is for an Individual building component,not a huss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members 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/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdiabte from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type , , Qty Ply T12069422 14117T0 T26 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:42 2017 Page 1 I D:8eMAmGcpAocR EjR HMO9Sodyu BU1-NzVbWfH04?cza?KNq?cGvnZ1 u8r3LymYNTW 8e1 ybnM? 6-9-12 13-5-12 20-3-8 6-9-12 6-8-0 6-9-12 4x5= 2x4 I I 6x6= 4x5= Scale=1:45.3 1 9 2 10 11 3 12 4 o El o El E o E A 137 6 14 K 8 5 2x4 II 6x6= 4x5= 2x4 I I 6-9-12I 13-5-12 I 20-3-8 6-9-12 6-8-0 6-9.-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.12 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.16 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight 133 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 1-8,4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=800/0-3-8,5=800/0-3-8 Max Uplift 8=-306(LC 8),5=-306(LC 9) Max Gray 8=910(LC 17),5=909(LC 17) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-790/321,1-2=-562/167,2-3=569/172,3-4=-569/172,4-5=-785/322 BOT CHORD 6-7=-172/569 WEBS 1-7=-260/843,2-7=-428/287,3-6=-425/289,4-6=-265/842 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 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=lb) 8=306,5=306. 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. A 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. milt 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 tints design Into the overall building design. Bracing In dicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quatily Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , ,I Qty Ply 712069423 14117T0 T27 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:45 2017 Page 1 ID:8eMAmGcpAocREj RHMO9SodyuBU 1-nYBk9gJuNw_YRT3yV89zXPBYnMsoYJf_3RkoELybnLy 6-9-12I 13-5-12 I 20-3-8 6-9-12 6-8-0 6-9-12 4x5= 2x4 I I 6x6= 4x5= Scale=1:50.7 1 9 2 10 11 3 12 4 • $ P1 le • fl Si ■ -a A 137 6 14 4 2x4 II 6x6= 4x5= 2x4 I I 6-9-12 13-5-12 20-3-8 6-9-12 I 6-8-0 I 6-9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.12 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.15 6-7 >999 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.57 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight 141 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 1-8,4-5,2-7,3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=800/0-3-8,5=800/0-3-8 Max Uplift 8=-306(LC 8),5=-306(LC 9) Max Gray 8=922(LC 17),5=920(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-797/321,1-2=-502/148,2-3=-509/152,3-4=-509/152,4-5=-791/322 BOT CHORD 6-7=-152/509 WEBS 1-7=-248/813,2-7=429/288,3-6=-425/289,4-6=-252/811 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;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=Ib) 8=306,5=306. 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. t __ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MR-7473 rev.1010312015 BEFORE USE. Et 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 veiny the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regardrg 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 Informalion available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 1 Job Truss Truss Type r , Qty Ply T12069424 14117TO T28 Flat 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:48 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-C7ssni LngrN7lwnXAGjg92p2QZuSIfMQI PzSrgybnLv 6-9-12 13-5-12 20-3-8 6-9-12 l 6-8-0 6-9-12 4x5= 2x4 I I 6x6= 4x5= Scale=156.2 1 9 2 10 ii 3 12 4 - $ f • I o {i 137 6 14 iii 2x4 I I 6x6= 4x5= 2x4 I I 6-9-12 13-5-12 20-3-8 • 6-9-12 6-8-0 6-9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (Ioc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.12 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.15 5-6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0,64 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:150 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 1-8,4-5,2-7,3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=800/0-3-8,5=800/0-3-8 Max Uplift 8=-306(LC 8),5=-306(LC 9) Max Gray 8=930(LC 17),5=929(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-802/321,1-2=-454/132,2-3=460/136,3-4=-460/136,4-5=-797/322 BOT CHORD 6-7=-136/460 WEBS 1-7=-239/791,2-7=430/288,3-6=-426/290,4-6=-243/788 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. It;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 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=306,5=306. 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. tMIMI 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/20IS BEFORE USE Design valid for use only with MiTekn%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 r ipplicabtlty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of indivktual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,058.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Sutte 312,Alexarckla,VA 22314. Tampa.FL 33610 Job Truss Truss Type r .1 Qty Ply T12069425 14117T0 T29 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:51 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-ciY?PkOfzmli9OW 6sOGNngRYjnv5yzxtRNB6S?ybnLs 6-9-12 13-5-12 20-3-8 6-9-12 I 6-8-0 { 6-9-12 4x5= 2x4 11 6x6= 4x5= Scale=1:61.5 1 9 2 10 11 3 12 4 n fl 1 s I a 61 {3 8 13 7 6 14 2x4II6x6= 4x5= 2x4 II 6.9.12I 13-5-12 I 20-3-8 6-9-12 6-8-0 6-9-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.12 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.16 5-6 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.71 Horz(TL) 0.01 5 n/a n/a BCDL 10.0Code 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 WEBS 1 Row at midpt 1-8,4-5,2-7,3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=800/0-3-8,5=800/0-3-8 Max Uplift 8=-306(LC 8),5=-306(LC 9) Max Gray 8=937(LC 17),5=936(LC 17) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-807/321,1-2=-415/120,2-3=-420/123,3-4=-420/123,4-5=-802/322 BOT CHORD 6-7=-123/420 WEBS 1-7=-232/776,2-7=-430/289,3-6=-427/290,4-6=-235/772 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)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=306,5=306. 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. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. iiii- Design valid for use 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 bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall • building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary aid permanent bracing MiTek Is always required for stabitty and to prevent collapse wIM 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.DS13-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . , Oty Ply T12069426 14117T0 T30 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:55 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-UTnW F5RAO?F7e?gt5EUxWbCROBuujvdSM_9KbmybnLo 4-3-4 8-6-7 15-2-12 4-3-4 I 4-3-4 I 6-8-5 Scale=1:34.6 4 2x• .d 6.00 I12 NAILED 2 14 1 NAILED000010. 13 NAILED I I 2x4 II 7x10= 14x10' 12 NAILED 2 NAILED _AiI i_-li"—' IIII II Ii I III II 11 11 11 I 1 OM 16 17 18 7 19 20 21 22 6 23 24 25 26 27 28 0 8 15 JUS244x10— JUS24 NAILED 3x8 3x4 If 3x4 II 3x4 If 3x4 Il 5 4x5 II NAILED THD26 THD26 THD26 4x6= NAILED JUS24 JUS24 NAILED NAILED NAILED 0- 12 4-3-4 l 8-6-7 I 15-2-0 15 -12 0-0112 4-2-7 4-3-4 6-7-8 0412 Plate Offsets(X,Y)-- 13:0-6-8,Edgel,[4:0-2-0,0-0-81,16:0-4-4,0-1-81[7:0-4-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.16 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.38 5-6 >467 180 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:206 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, BOT CHORD 2x6 SP SS 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 Web Brace:Length(member) 4-7-1 (3-5); REACTIONS. (lb/size) 8=2992/0-6-4,5=3561/0-3-7 Max Horz 8=133(LC 8) Max Uplift 8=-1082(LC 4),5=-1050(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-2332/758,1-2=-4727/1466,2-3=-4727/1466 BOT CHORD 6-7=-1950/6940,5-6=-1917/6756 WEBS 1-7=-1552/5080,2-7=-324/217,3-7=-2440/445,3-6=-458/2500,3-5=-6971/1967 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=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=1082,5=1050. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-9 from the left end to 7-9-9 to connect truss(es)to front face of bottom chord. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 9-9-9 from the left end to 13-9-9 to connect truss(es)to front 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 3-12d(0.148"x3.25°)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. LOAD CASE(S) Standard Continued on Dane 2 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 MiTeka)connectors.TMs design is based only upon parameters shown,and Is for an kndivduai building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' - Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DS1S-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avutable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r . Oly Ply T12069426 14117T0 T30 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:55 2017 Page 2 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-UTnW F5RAO?F7e?gt5EUxW bCROBuujwSM_9KbmybnLo LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:10=-78(B)11.87(B)12=-89(B)13=-49(B)15=-35(F)16=-735(F)17=-1(B)18=-653(F)19=-53(B)20=-323(F)21=-40(B)22=-357(F)23=-38(B)24=-933(F) 25=-22(B)26=-933(F)27=-1(B)28=-933(F) • a WARNING_Verily 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 Mileke connectors.This design Is based only upon parameters shown,and Is for an Individual twlding 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/TPII Qualty Clet la,DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Rate institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 i Job Truss Truss Type r , Qty Ply 712069427 14117T0 T31 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:19:58 2017 Page 1 1 D:8eMAmGcpAocREjRHMO9SodyuBU 1-v2Tet7T2JwdiVSYSmMuOZ9DnhbLi5Jnu2y0_B5ybnLl 5-1-8 5-1-8 Scale=1:15.5 3 4.00 12 11 3x4. 2 N N 1 ' 12 4 3x4 II 5-1-8 5-1-2 Plate Offsets(X,Y)-- f1:0-1-12,0-0-21 LOADING (psi) SPACING- 2-0-0 CSI. ()EFL. in (lac) Udell Ud 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!nor NO WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:18 lb 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 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(lb)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=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)1,3. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)17 lb down and 36 lb up at 2-3-9 on top chord,and 4 lb down and 10 lb up at 2-3-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-60,4-5=-20 Concentrated Loads(lb) Vert:12=-2(F) a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with Mlreb9 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 appllcablhN of design parameters and properly Incorporate this design info the overall briding design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general grddaoe regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WP11 QuaNly Cdteda,DSB-89 and BCSI Budding Component I 6904 Parke East Blvd. Safety Information available from Teas Plate Institute.218 N.Lee Street,Suite 312,Nexarxlrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qty Ply 712069428 14117TO T31A Roof Special 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:01 2017 Page 1 ID:8eMAmGcpAocREjRHM09SodyuBU1-Jd9nW9Vxcr?HMwH1 RVSjBnrlopNglgW LlwceoQybnLi 3-3-1 5-4-8 3-3-1 2-1-7 4.00 NY _ Scale=1:14.5 3 3x6 2x4 II a .1)i N N O e N m xj / 1 4 5 2x4 I 3-3-1 5-4-8 3-3-1 2-1-7 Plate Offsets(X,Y)-- (5:0-2-0,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.10 4-5 >640 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 I Horz(TL) 0.05 3 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, 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) 5=207/0-5-8,3=147/Mechanical,4=60/Mechanical Max Horz 5=28(LC 12) Max Uplift 5=-72(LC 8),3=-77(LC 8) Max Gray 5=207(LC 1),3=147(LC 1),4=98(LC 3) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=S.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 3-3-1,Interior(1)3-3-1 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)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. 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. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll rr• I Design valid for use only with Mllek/connectors.this design is t%Aso.J only upon Ixlrameters shown,and is for rn Individual building component,not a truss system.Before use,the building designer must verify the al plicabtliy of design parameters and properly Incorporate this design into the overall • building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and inks systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdkble from friss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss 'Truss Type . , Qty Ply 112069429 14117T0 T32 Flat 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:03 2017 Page 1 I D:BeMAmGcpAocREjRHMO9SodyuBU 1-F?GXxgXB8SG?bERPYwUCGCwgZc4Nma0eCE5ItJybnLg 3-11-12 l 3-11-12 Scale=1:21.3 1 5 6 2 , ■ n' N (I; O r) (i) ■ , 0. 4 3 2x4 11 0-9-6 3-11-12 I 0-6-6 3-11-6 _ I l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.03 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.09 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:161b 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 1 Installation guide. i REACTIONS. (lb/size) 4=151/0-4-3,2=109/Mechanical,3=42/Mechanical • Max Uplift 4=-63(LC 8),2=-77(LC 8) Max Gray 4=151(LC 1),2=109(LC 1),3=73(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.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)0-1-12 to 3-1-12,Interior(1)3-1-12 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.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)4,2. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.1aV32015 BEFORE USE. Design valid for use oily 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 applicabilty of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/IP1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r , Qty Ply T12069430 14117T0 T32A Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:07 2017 Page 1 I D:BeMAmGcpAocREjRHMO9SodyuBU 1-8nW 2mCaiBhmQ4rkAnIZ8Q25J_DQ2iN?D7s3y04ybnLc 5-4-8 5-48 2r4 I I Scale=1:17.3 1 5 6 2 A ■ r r: m (� N N 3 4 2x4 II 5-4-8 5-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.10 3-4 >637 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.14 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:19 Ib 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) 4=207/0-5-8,2=149/Mechanical,3=58/Mechanical Max Uplift 4=-87(LC 8),2=-104(LC 8) Max Gray 4=207(LC 1),2=149(LC 1),3=99(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=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-3-12 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)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)4 except(jt=lb) 2=104. 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 I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 1111-7473 rev.10/43/2015 BEFORE USE Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for an individual buiding component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Lr*zy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Informalon ovolable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply T12069431 14117T0 T33 Flat 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:10 2017 Page 1 ID:8eMAmGcpAocREj RHMO9SodyuBU 1-YM BAPDcaUc8?xITITu6r2hjwaRV_vklfpgldcPybnLZ 1-11-12 1-11-12 Scale=1:26.7 1 2y � Io `n r: aV • 4 3 2x4 II 0-6.6 1-11-12 0 8 g 1-11-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 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 Ina YES WB 0.00 Horz(TL) 0.01 2 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight 12 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=54/Mechanical,3=19/Mechanical Max Uplift 4=-31(LC 8),2=-39(LC 8) Max Gray 4=73(LC 1),2=54(LC 1),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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. / i A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1/-7473 rev.10/03/2015 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 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 Milk** Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Qualify Criteria,DS8-89 and SCSI Budding 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 ;Oty Ply T12069432 14117T0 T34 Monopitch Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:13 2017 Page 1 I D:8eMAmGcpAocREj RHMO9SodyuBU 1-zwtJ 1 FfTnXW aomCK80fYgJ LQmeXw6486VoW HDkybnLW 21-6-8 1-9-71-11-9 19-10-1 20,0-3 1-9-7 0- -2 17-10-7 0-2-2 1.6- Scale=1:57.0 6.00 12 16 X15 14 111 13 12 6x6 11 10 9 8 6 5 4 1 2 3 : 3x4= 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 6x6= 21-6-8 I 21-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 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 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Code FBC2014/1-P12007 Matrix-S Weight:201 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 17-18,16-19,15-20,14-21,13-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-6-8. (Ib)- Max Horz 1=440(LC 12) Max Uplift All uplift 100 lb or less at joint(s)18,1,19,20,21,22,23,24,25, 26,27,28,29,30,31,32,33 Max Gray All reactions 250 lb or less at joint(s)18,1,19,20,21,22,23,24,25, 26,27,28,29,30,31,32,33 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-731/241,2-3=-672/218,3-4=-631/204,4-5=-587/189,5-6=-545/174,6-7=-502/159, 7-8=-458/144,8-9=-419/130,9-10=-376/117,10-11=-332/101,11-12=-289/86 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)0-0-0 to 2-10-8,Exterior(2)2-10-8 to 21-4-12 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)18,1,19,20,21, 22,23,24,25,26,27,28,29,30,31,32,33. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10193/2015 BEFORE USE. N Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 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/lPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ava/cble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r r Qty Ply T12069433 14117T0 T35 Monopitch 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:16 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-NVZSfHhL4Su9fDwvp8DFlyzgesOnJIgYBIIxg2ybnLT 7-1-10 14-1-7 21-1-7 7-1-10 6-11-13 7-0-0 2x4 I I Scale:3/16'=1' 5 6.00 12 14 4x5 4 6x8 3 4.44x5 i 13 2 1 rwr $ 7 15 6 3x8 1 6x6= 4x5= 5x6_ 7-1-10 14-1-7 21-1-7 7-1-10 6-11-13 7-0-0 Plate Offsets(X,Y)-- (1:0-5-9,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.17 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.68 Horz(TL) 0.04 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-AS Weight:129 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 5-6,4-6 SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 6=839/0-5-8,1=839/0-5-8 Max Horz 1=430(LC 12) Max Uplift 6=-338(LC 12),1=103(LC 12) Max Gray 6=908(LC 17),1=839(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1238/141,3-4=-717/37 BOT CHORD 1-8=-472/1072,7-8.473/1070,6-7=-237/611 WEBS 3-8=0/261,3-7=-546/283,4-7=-58/513,4-6=-893/346 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-11-11 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(]t=lb) 6=338,1=103. 5)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. V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use ordy with MITek/S 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 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. Addlional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possble personal knpxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/lPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type r , Qty Ply TI2069434 14117T0 T36 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:18 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-JugC4zibc39tuX4lxZFj NN27nf64nlsrf3E2vxybnLR 8-2-15 15-2-15 8-2-15 I 7-0-0 - —H 6.00 FT 2x4 11 Scale=1:63.3 3 8 6x8 i 2 00 7 h 5x6 t .. s 5 s �a 3x4 11 4x5= 5x6= 0 Q 6 8-2-15 15-2-15 0-6-6 8-2-9 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.23 5-6 >770 180 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:107 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 3-4,2-4 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 6=598/0-4-3,4=598/0-5-8 Max Horz 6=307(LC 12) Max Uplift 6=-9(LC 12),4=-305(LC 12) Max Gray 6=598(LC 1),4=670(LC 17) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-496/0,1-6=-522/86 BOT CHORD 5-6=-368/210,4-5=-223/405 WEBS 2-5=0/251,2-4=-596/329,1-5=0/342 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 15-1-3 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(It=lb) 4=305. 5)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-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Mil• Design valid for use only with MITek&connectors.This design is based only upon parameters shown,and Is 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/1P11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormalion available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r r Qty Ply T12069435 14117T0 T37 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:22 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-CfwjwKm6flfl N8O3APKfXDDsnGV0j7wRahCF2iybnLN 7-2-15 13-2-15 7-2-15 6-0-0 2x4 I I Scale=1:63.3 3 6.00 12 4x5 2 7 4x5 1 6 5 9 4 2x4 II41wr 5x6 0-9-6 7-2-15 13-2-15 0- 7-2-9 6-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-2-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.15 5-6 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.24 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:102 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 3-4,2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=518/0-4-3,4=518/0-5-8 Max Horz 6=266(LC 12) Max Uplift 4=-294(LC 12) Max Gray 6=518(LC 1),4=589(LC 17) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-366/0,1-6=-451/50 BOT CHORD 5-6=-321/172,4-5=-189/293 WEBS 2-4=487/316,1-5=0/281 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;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-1-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 4=294. 5)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-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 truss system.Before use,the building designer must verify the ai rpilcab111y of design parameters and properly Incorporate this design Into the overall • building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M(Te k Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Quality Critarla,DSB-89 and BCSI Building Componani 6904 Parke East Blvd. Safely Information available from Trrss Plale Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 I Job Truss Truss Type r Oty Ply T12069436 14117T0 T38 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:25 2017 Page 1 I D:8eMAmGcpAocR EjR HMO9Sodyu BU1-c EbrYMo_yD1tEc6erXtM9rrPEUZ0wVctGfQvet ybnLK 5-2-15 11-2-15 5-2-15 6-0-0 2x4 I Scale=1:63.3 3 6.00 8 47 2 7 4x5 6 5 9 4 2x411 4x5= 5x6= 0-9-6 5-2-15 I 11-2-15 0-6-6 5-2-9 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.09 4-5 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.18 Horz(TL) -0.00 4 rVa 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, 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 3-4,2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=438/0-4-3,4=438/0-5-8 Max Horz 6=225(LC 12) Max Uplift 4=-284(LC 12) Max Gray 6=438(LC 1),4=508(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-257/0,1-6=-395/5 BOT CHORD 5-6=-275/135 WEBS 2-4=-365/309,1-5=0/275 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;Enc.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-1-3 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) 4=284. 5)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. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building c:ornponent.not �t 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 oNy. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/,PI1 Quality Criteria.DSS-69 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 r , Qty Ply TI2069437 14117T0 T39 Monopitch 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:28 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-1 pH_ANgtF8PS53rD W gR3nUTxphaJ7rYJydfaFMybnLH 3-2-15 9-2-15 3-2-15 6-0-0 2x4 II Scale=1:65.4 6.00 12 3 7 3x4 fi 2 3x4 1 6 5 6 4 2x4 II 4x5= 3x4= • 0- 6 3-2-15 I 9-2-15 0-6-6 3-2-9 6-0-0 Plate Offsets(X,Y)— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.09 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:91 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 3-4,2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=358/0-4-3,4=358/0-5-8 Max Horz 6=184(LC 12) Max Uplift 4=-273(LC 12) Max Gray 6=358(LC 17),4=425(LC 17) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-360/0 WEBS 2-4=-266/314,1-5=0/300 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;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-2-15,Interior(1)3-2-15 to 9-1-3 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.Opsf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4=273. 5)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-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekts connectors.This design Is based only upon parameters shown,and Is for an individual building component,not tut 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' Is always required for stability and to prevent collapse with posble personal Injury and property damage. For general gukfance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPil Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' . Qty Ply T12069438 14117T0 140 Common Supported Gable 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:31 2017 Page 1 I D:BeMAmGcpAoc REj R HMO9SodyuBU 1-ROz7pPtlY3n 1 yXaoBo_mP65V4vgkKEAlebtEshybnLE I 8-7-4 16-3-15 1666-1 18-3-8 II 8-7-4 7-8-10 0-2-2 1-9-7 5x6= Scale:3/8'=1' 8 7 9 6.00 12 • 306 r Y 1031 • 5 1 II 11 ra 4 Y 12 3 a • 1.1 13 r Ili 14 12 — . o Q E o E E 1 a Q L L"J; _ vw 5 jN 0 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x8 I I 6x6= 18-3-8 I 18-3-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - rVa 999 BCLL 0.0 * Rep Stress!nor YES WB 0.05 Horz(TL) 0.00 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:104 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-3-8. (Ib)- Max Horz 29=-107(LC 10) Max Uplift All uplift 100 lb or less at joint(s)29,23,24,25,26,27,28,21,20,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)29,15,22,23,24,25,26,27,28,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-1-12 to 3-3-4,Exterior(2)3-3-4 to 8-7-4,Comer(3)8-7-4 to 11-7-4 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 ANSUfPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)29,23,24,25,26, 27,28,21,20,19,18,17,16. 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 Mi tek®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 Mi el( Is always requited 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.seeANSt/TPIt Quality Criteria,DSB-19 and SCSI Building Component 6904 Parke East Blvd. Safely Information avaliabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 i Job Truss Truss Type . Qty Ply T12069439 14117T0 T41 Common 19 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:35 2017 Page 1 ID:BeMAmGcpAocREjRHM09SodyuBU1-K9CdenwGbHISR8tZQe3iZyF1 tW uKGxuLZDrR?SybnLA 4-5-6 8-7-4 13-1-6 17-11-0 20-2-0 I 4-5-6 I 4-1-14 l 4-6-2 l 4-9-10 I 2-3-0 5x6= Scale=1:36.3 3 �-1 6.00 12 16 17 4x5 i 6x8 2 4 15i4 V' 3x4 I I 5x6� 1 5 Pr' tett . 6 N 0 9 8 4x10 11 I� li 6104x5= 7x10= 2x4 II 4x10= eO 8-7-4 13-1-6 17-11-0 20-2-0 1 8-7-4 4-6-2 I 4-9-10 l 2-3-0 l Plate Offsets(X,Y)-- 14:0-2-0,0-3-0116:0-3-8,Edge1,16:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.34 9-10 >698 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x4 SP No.3 1-2-15 1 Installation guide. REACTIONS. (lb/size) 7=807/0-3-8,10=793/0-3-8 Max Horz 10=-123(LC 10) Max Uplift 7=-209(LC 12),10=-209(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-266/95,2-3=-917/364,3-4=-931/356,4-6=-1401/465,6-7=-354/141 BOT CHORD 9-10=-210/852,8-9=-331/1299,6-8=-332/1293 WEBS 3-9=-154/528,2-10=-839/347,4-9=-625/282 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi�.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-7-4,Exterior(2)8-7-4 to 11-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)7 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) 7=209,10=209. 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. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7473 row.10/03/2015 BEFORE USE. Design valid for use only with MITek6 connectors.Ills design is based only upon parameters shown,and Is for an Individual buildingcrarr,onent,not lilt a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Dually Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. l Safety Information Information avaliable froTruss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type •Qty Ply T12069440' 14117TO VO1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 B Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:37 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-GYKO3SxW 7vYAgS1 xY35AeNKOTJiKkvne0XLY4KybnL8 I-0-8-0, 6-0-0 6-8-0 I 0-8-0 6-0-0 0-8-0 3x4= 2x4 II 2x4 I I Scale=1:30.7 1 2 9 3 10 4 5 i i 8 7 62x4 II 3x511 3x4 6-0-0 6-0-0 Plate Offsets(X,Y)-- f8:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 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 n/a 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. (lb)-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=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-0-8-0 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. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily with MiTek®connectors.This design B 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 stabAity and to prevent collapse with possible personal Injury ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 OualIty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available Corn Truss Plate InsBMe,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply T12069441 14117T0 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:41 2017 Page 1 I D:8eMAmGcpAocR EjRHMO9Sodyu BU1-8JZvvq_1B72c93LjnuA6pDV6Sx3GgkrEx8JmD6ybnL4 -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 10-8-0 2x4 I I 2x4 I I Scale=1:27.9 3x4= 1 2 9 3 10 4 5 w � r w ww ■ 8 7 6 2x4 II 3x4= 2x4 V 6-0-0 6-0-0 Plate Offsets(X,Y)— [8:0-2-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.4.5 Vert(LL) 0.00 4 rift 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/TPI2007 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 puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 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=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsh 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(t=lb) 8=248,7=250. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing Mile k Is always required for stability and to prevent collapse wilt)possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/W811 Quality 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 ' a City Ply 712069442 14117T0 V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:43 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU 1-5ihfKW OHjI IKON U5uJCaueaUcklk8f7W PSosH_ybnL2 -0-8-0 6-0-0 6-8-0 1 0-8-0 I 6-0-0 0-8-0 2x4 I 2x4 II Scale=1:25.1 3x4= 1 2 9 3 i0 4 5 0 0 2x4 II 3x4=7 62x4 H 6-0-0 I 6-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 4 nfr 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=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)-0-8-0 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 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.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. t a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mllek1)connectors.tins design Is based only upon p rrarneters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall • building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormallon available from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type r Qty Ply T12069443 14117T0 VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:46 2017 Page 1 I D:8eMAmGcpAocREjRHM09SodyuBU 1-VHNnyX290gguFgDgaSIHVHC?CyngL?Sz5Q0XuJybnL? -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 2x4 II 2x4 II Scale=1:22.3 3x4= 1 2 9 3 10 4 5 WO t; mi 8 7 6 2x4 I I 3x4= 2x4 II 6-0-0 � 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 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 0.08 Horz(TL) 0.00 6 rVa 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. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-215/303 NOTES- 1)Wind:ASCE 7-10;Vult_i3omph(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)-0-8-0 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=186,7=190. 1 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE 141.7473 rev.10003/2015 BEFORE USE mit Design valid for use only with MITekO)connectors.Mils design Is based only upon parameters shown,and Is fora 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/TP11 Quality Criteria,DS8-09 and BCSI Building Component 6904 Parke East Blvd. Safety InformaMon available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 I Job Truss Truss Type ' r Qty Ply 112069444 14117T0 V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:48 2017 Page 1 I D:8eMArnGcpAocREjRHMO9SodyuBU 1-RfUYND4QXHwcV8N3hsolbilNglS7pwMFYkVdxCybnKz -0-8-0i 6-0-0 I 6-8-0 0-8-0 6-0-0 0-8-0 2x4 11 2x4 11 Scale=1:19.1 1 2 3x4= 3 4 9 10 5 m 8 7 6 2x4 II 3x4- 2x4 11 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 i 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 rVr 120 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 rVa ria 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(lb)or less except when shown. TOP CHORD 2-8=-169/257 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)-0-8-0 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. . 1, 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 1111 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 DiD design Into the overall building design. Bracing Indicated is to prevent buckling of Indivklual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 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 712069445 14117T0 VO6 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:51 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-sEAg?F6IgCJBMc6eM?LSCKwuvzUgOH9iEikHYXybnKw -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 • 2x4 H I 2x4 1 Scale=1:16.4 3x4= 1 9 3 10 4 5 • 8 7 6 2x4 I I 3x4= 2x4 I 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 4 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 5 rVr 120 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 Na n/a BCDL 10.0 Code FBC2014/TP12007 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(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)-0-8-0 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. ai WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlleke connectors.this design is based only upon rxlrrnneters shown,arid is for an individual budding component,not legt • a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of lndlvkival truss web and/or chord members only.Additional temporary aid 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/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tars Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 -- I I Job Truss Truss Type • . Qty Ply 712069446 14117T0 V07 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:55 2017 Page 1 I D:8eMAmGcpAocREj R HMO9SodyuBU 1-kOP Brc9puRpdgD P Pbr0ONA4aH arty5C H9Ki VhlybnKs -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 Scale=1:14.0 1 2x4 2x4 II 2x4 H 2 9 3 10 4 5 1 11 ....jos❖.•.:❖:•:❖:❖:•:•.• ❖:•.•�❖:•.•.•.❖:•:•.❖:❖o.❖:•:•.•.❖:❖:•:•.❖:•.•:•.❖:•:•:•.•.❖:•:•.❖:•:•.•:::.❖:•:•:•.•.❖:❖.::o• ❖:•.•.• e 7 6 2x4 2x4 H 2x4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli Ud 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 Incr 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;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)-0-8-0 to 2-4-0,Interior(1)2-e-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=114,6=113. • 1 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 9111.7473 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 buNding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incogxxate 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/lPit Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • • Oty Ply T12069447 14117T0 V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:20:57 2017 Page 1 I D:8eMAmGcpAocREjRHMO9SodyuBU1-gOXyGI B3Q23K4XZnj FSsSb9xW NXLQ?hadeBcmAybnKq I -0-8-0 6-0-0 6-8-0 0-8-0 6-0-0 0-8-0 Scale=1:14.0 1 2x4 H 2x4 H 2x4 I I 2 9 3 10 4 5 — I 8 7 6 2x4 I 2x4 2x4 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 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 4 Nr 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/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 I 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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(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&MW FRS 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. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/032015 BEFORE USE. Design valid for use oily with MiTek®connectors.this design Is based only upon parameters shown,and Is for an Individual b&Ading 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 Indlvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 0 ' A!Qty Ply - T12069448 14117T0 V09 Valley 1 1 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 11 2017 MiTek Industries,Inc. Wed Sep 20 09:21:00 2017 Page 1 ID:8eMAmGcpAocREjRHMO9SodyuBU1-5zD4uKDxjzRvx_IMOO?Z4EnSAbY1 dMSOJcPGNVybnKn -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 1 2x4 I I 2x4 !I 2x4 II 2 9 3 10 4 5 'II I I 8 7 6 2x4 I I 2x4 I I 2x4 I I 3-0-0 6-0-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I 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 Nr 120 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 nla n/a BCDL 10.0 Code FBC2014/TPI2007 1 Matrix-F1 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. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;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=104,6=104. __ a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1010312015 BEFORE USE. iff 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 6x:orporate 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. Safely Information ovcilable from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandria.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 1 /4I I (Drawings not to scale) Damage or Personal Injury offsets are indicated. g 1 Y MEIDimensions are in ft-in-sixteenths. iimAiih. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer,For 0-1/ler 4 wide truss spacing.individual lateral braces themselves may require bracing,or alternative Tor I 1111111rill p bracing should be considered. R � O 3. Never exceed the design loading shown and never 1...,40, U te� U stack materials on inadequately braced trusses. a 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate O "y �'' C5b designer,erection supervisor,property owner and plates 0 '116"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. P 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. • PRODUCT CODE APPROVALS 9. Unless expressly noted.this design is not applicable for .-- PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead bad 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 / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek(B�All Rights Reserved approval of an engineer. #1111.110 reaction section indicates joint 111 ill ill 111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1111111 NM H, 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. andisnot pictures)sufficient. before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. • R BCSI: Building Component Safety Information, IJ1�Te k 20.Design assumes manufacture in accordance with Guide 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