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556 TIMBER BRIDGE - TRUSSES mit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 14759T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brothers - Atlantic Beach Project Name: . Model: The Catalina Lot/Block: 177 Subdivision: Atlantic Beach Address: 556 Timber Bridge Lane, . City: Jacksonville State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017JTPI2014 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 109 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. 1 No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T12731451 I CJO2 12/14/17 18 T12731468 F02 ,, 12/14/17 2 1312731452 I CJ12 - 12/14/17119 T12731469 1 F03 1 12/14/17 3 1T12731453 'l CJ32 1 12/14/17 120 1 T127314701F04 1 12/14/17 14 1T12731454 I EJ02 12/14/17 121 1T12731471 F05 1 12/14/1 7 5 T127314551 EJ07 12/14/17 122 1T12731472 F06 1 12/14/17 6 T12731456 1 EJ12 12/14/17 123 1T12731473 1F07 112/14/17 7 1T12731457 1 EJ14 12/14/17[24 1T12731474 F08 1 12/14/17 18 1T12731458; EJ15 12/14/17 125 I T12731475 F09 112/14/17 9 T12731459 EJ16 12/14/17126 1T12731476 F10 12/14/17 10 T12731460 I EJ25 12/14/17 127 T12731477 FG01 12/14/17 j 11 T12731461 1 EJ26 12/14/17 128 T12731478 I FG02 1 12/14/17 12 T12731462 i EJ27 L12/14/17 129 T127314791FG03 _ 112/14/17 13 T12731463 1 EJ28 12/14/17130 I T12731480 I FT01 1 12/14/17 114 T12731464 EJ32 12/14/1731 1T12731481 F1-02 _ 1 12/14/17_ 115 T12731465 EJ33 12/14/17 132 1T12731482 FT03 1 12/14/17 116 I T12731466 1 EJ34 112/14/17 133 I T12731483 1 FT04 I 12/14/17 17 1 T127314671 F01 12/14/17 134 1T12731484 I FT05 1 12/14/17 tow II till, The truss drawing(s)referenced above have been prepared by MiTek `,�s`\ p S A. A��,i,, USA, Inc. under my direct supervision based on the parameters `, ,.r.•��G•E•NS�.;9,�,��,' provided by Building Component Supply. •. Truss Design Engineers Name: Albani, Thomas No 39380 My license renewal date for the state of Florida is February 28, 2019. _ �� : �• _ - o: IMPORTANT NOTE: The seal on these truss component designs is a certification 9'.•• ST' " •F : Lir that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters 'e,C,••• 0 R \ P••\%N. shown(e.g., loads,supports,dimensions,shapes and design codes),which were 'i,�'S/' •••••'. ‘ % fileen reference MiTek. Any y,and was nott specific taken' into accincluded nt in for the1 reparation ofcustomers i,,ii0 N Al,``��� purposeonly, preparation these designs. MiTek has not independently verified the applicability of the design Thomas A.Albani PE No.39380 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: December 14,2017 Albani, Thomas 1 of 2 Job Truss Truss Type ` ab Qty Ply T12731454 14759T0 EJ02 Jack-Open 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:40 2017 Page 1 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-9Q2uG_rYeO_ruOIzNOAjjW2CPghTBhUW 01 OoYay986r 2-0-0 I 2-0-0 Scale=1:12.4 2 ri I 6.001,1,2 2x4 i1 1 a 1111 r 1 1 11.11.1.11111 ►t NW 4 3 2x4 II 2-0-0 2-0-0 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 ` Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 2 n/a rl/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=74/0-5-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=59(LC 12) Max Uplift 2=-42(LC 12),3=4(LC 12) Max Gray 4=74(LC 1),2=54(LC 17),3=36(LC 3) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 4 t A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE 11 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent budding of IndMdual 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/TP11 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 • Qty Ply T12731455 14759T0 EJ07 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:41 2017 Page 1 ID:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-ddcGUKsBPh6iVYt9xjhyGjalg4zyw8kfFh7M41 y986q 6-1-0 6-1-0 Scale=1:14.6 2x4 I I 2 3.00 12 _ 8 7 1 3 2x4 II 3x4= 6-1-0 6-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.12 3-6 >596 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:21 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 REACTIONS. (lb/size) 1=238/0-5-8,3=238/Mechanical Max Horz 1=67(LC 8) Max Uplift 1=-63(LC 8),3=-86(LC 8) FORCES. (Ib)-Max.CompJMax.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.Opst;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi 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)1,3. 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. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary arid 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/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. F Tampa.FL 33610 Job Truss Truss Type r. A Qty Ply 1 T12731456 14759TO EJ12 Jack-Open 2 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:41 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-ddcGUKsBPh6iVYt9xjhyGjaGl4_2w8kfFh7M41 y986q 2-0-0 l 2-0-0 6.00 Fi Scale=1:21.3 2 3x4 II 400011111011 V o> ^ N (n m EMillii I� 43x4= 3 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 ` Rep Stress!nor YES WB 0.00 Horz(CT) -0.07 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MR Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/0-5-8,2=54/Mechanical,3=20/Mechanical Max Horz 4=114(LC 12) Max Uplift 4=-23(LC 10),2=78(LC 12),3=-48(LC 12) Max Gray 4=88(LC 12),2=73(LC 17),3=59(LC 10) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERI NCE PAGE Mg-7473 rev.IOV3/2015 BEFORE USE III Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing 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 poss&le personal Wry and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/TPI t Quality Cdtera,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ‘ a Qty Ply 1 T12731457 14759T0 EJ14 Half Hip Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:42 2017 Page 1 I D:TMAX8i HHPITOooR 15bw4u8yBj 1 i-6pAehgspA?EZ7iSMVQCBox7TMUGSfbcpTLtvcTy986p 2-0-0 6-0-0 200 I 4-0-0 Scale:1I2"=1' 4x5= 6.00 Fr NAILED 2 7 3 T 0� 1 a/ 2x4 1100 1 is w is ■ y 11 Ei IM 8 '_, 5 2x4 II NAILED 4 3x4 II 2-0-0 6-0-0 _ _ 2-0-0 I 4-0-0 Plate Offsets(X,Y)— [2:0-3-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.23 4-5 >301 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.20 4-5 >354 180 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(CT) -0.46 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:26 lb FT=20% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=146/Mechanical,6=235/0-5-8,4=813/Mechanical Max Horz 6=115(LC 25) Max Uplift 3=-152(LC 5),6=-192(LC 4),4=88(LC 8) Max Gray 3=166(LC 29),6=288(LC 31),4=127(LC 29) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 3=152,6=192. 8)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x325")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 lb down and 185 lb up at 2-0-0 on top chord,and 84 lb down and 99 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:5=-4(B)8=-2(B) t, ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 6411-7473 rev.1010312015 BEFORE USE. mit Design valid for use only with Milek©connectors.This design is based only upon parameters shown,and is lot 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 inlay and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,058-89 and BCSI Bufding Component 6904 Parke East Blvd. Safety Information available from Truss Plate InstItute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type A Qty Ply T12731458 14759T0 EJ15 Half Hip 1 1 Job Reference(optional) , Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:43 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-a?kOvOtRxJMQIs0Y28jOL8gXaub802Nyi?cS8vy986o 4-0-0 6-0-0 4-0-0 I 2-0-0 Scale=1:29.2 4x5= 6.0012 2 3,+ ��l 7 .. 4x5 II 1 I:' N y( M/ I 5 6 2x4 11 4 3x8 MT2OHS II 4-0-0 6-0-0 4-0-0 1 2-0-o Plate Offsets(X,Y)-- [6:0-3-8,Edpe[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.19 5-6 >361 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.16 5-6 >441 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr YES WB 0.06 Horz(CT) -0.43 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:28 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 REACTIONS. (lb/size) 3=115/Mechanical,6=232/0-5-8,4=117/Mechanical Max Horz 6=156(LC 12) Max Uplift 3=-63(LC 9),6=-3(LC 8),4=65(LC 12) Max Gray 3=115(LC 1),6=232(LC 1),4=123(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0.0 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6,4. 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. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE id Design valid for use only with Mliek0 connectors.this design is based oily 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,seeANSUlPI1 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 • A Qty Ply T127314591 14759T0 EJ16 Jack-Open 4 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:43 2017 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-a?kOvOtRxJMQIs0Y28jQL8gaiuXSO2Eyi?cS8vy986o 6-0-0 6-0-0 Scale=1:31.1 2 j1 6.00 12 1 6 5 3x4 1vr m 400 MME ttttttttttttl♦ I 1 4 3 5x10 MT2OHS= 6-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.15 3-4 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.14 3-4 >499 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.35 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:26 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 REACTIONS. (lb/size) 4=232/0-5-8,2=163/Mechanical,3=69/Mechanical Max Horz 4=195(LC 12) Max Uplift 2=-137(LC 12),3=-17(LC 12) Max Gray 4=232(LC 1),2=172(LC 17),3=108(LC 3) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=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 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise Indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 joints)3 except(Jt=lb) 2=137. 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 I A WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE Design valid for use oily with MITeke connectors.This design Is based only upon parameters shown,and Is for art 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/IPII Quality Criteria,DSB-89 and BCSI Betiding Component 6904 Parke East Blvd. Safety Information available from Tess Plate Institute,218 N.Lee Sheet,Suite 312,Nexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` i Qty Ply T12731460 I 14759T0 EJ25 Jack-Open Supported Gable 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 6 Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:44 2017 Page 1 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-2CI P6Mu3icU HNObkcrEftMCrPH3c7TA6xfMOhMy986n 0-7-5 2-0-5 6-0-0 0-7-5 l 1-5-0 3-11-11 Scale=1:22.8 3 6.00 12 J 6 2x4 11 2 a m 1 I n . 3x5 II 2x4 II 5 4 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.15 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 6-0-0. (ib)- Max Horz 1=135(LC 12) Max Uplift All uplift 100 lb or less at joint(s)3,1 except 5=-147(LC 12) Max Gray All reactions 250 lb or less at joint(s)3,3,4,1 except 5=327(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-359/119 WEBS 2-5=-245/498 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 6-0-0 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/I-PI 1. 3)Gable studs spaced at 1-4-0 oc. 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)3,1 except(jt=lb) 5=147. 1 � Q WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design 5 based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabiity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M ek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avoilabie horn Tries Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • i Qty Ply T12731461 14759T0 EJ26 Jack-Open 5 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:44 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBjl i-2CIP6Mu3icUHNObkcrEftMCpGH_t7VU6xfMOhMy986n 6-0-0 6-0-0 Scale=1:20.7 2 6.00 FT 8 W A 7 ►t 3 3x6 II 6-0-0 6-0-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-3-0,0-1-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.09 3-6 >784 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.12 3-6 >574 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=161/Mechanical,3=76/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 2=-102(LC 12),1=-26(LC 12) Max Gray 2=161(LC 1),3=108(LC 3),1=238(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 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. 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 except(jt=1b) 2=102. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MN-7073 rev.1Oft33.2OI5 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ' 4 City Ply j T12731462 14759T0 EJ27 Jack-Open 4 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:45 2017 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-W OsnKivhSwd7_AAxAZIuOZIO0hJFsyjFAJ5ZDoy986m 2-5-8 6-0-0 2-5-8 3-6-8 Scale=1:20.7 3 6.00 FIT 3x4 II 11 N 2 rn 10 , P1 •milli.111P111 Ed : ars 6 ►, 2x4 I I 3x5 I I 2-5-8 6-0-0 2-5-8 3-6-8 Plate Offsets(X,Y)— [1:0-2-8,0-0-71,[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[5:0-2-8,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 4-5 >749 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.12 4-5 >610 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=145/Mechanical,4=93/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 3=-85(LC 12),4=-i4(LC 12),1=-26(LC 12) Max Gray 3=145(LC 1),4=106(LC 3),1=238(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-298/112 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)3,4,1. 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. e, 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE • Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Cuatlly Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type " * Qty Ply T12731463, 14759T0 EJ28 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:46 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-_aQ9X1vJDEl_cJI7kGG7znICB5eabPzOOzr7IEy9861 3-4-8 6-0-0 3-4-8 2-7-8 Scale=1:20.7 3 li 6.00 Fir 3x4 2 N � 10 � �� II = '4x5 : ►, 6 •1.102x4 11 3x5 II 3-4-8 6-0-0 3-4-8 2-7-8 Plate Offsets(X,Y)— [1:0-2-8,0-0-7],[1:0-0.3,0-5-0],[1:0-0-1,0-0-3],[2:0-0-5,0-1-8],[5:0-2-8,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.07 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.08 4-5 >872 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=132/Mechanical,4=105/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 3=-73(LC 12),4=-26(LC 12),1=-26(LC 12) Max Gray 3=132(LC 1),4=106(LC 3),1=238(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-268/82 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-0,Interior(1)3-2-0 to 5-11-4 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. 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)3,4,1. 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required 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 trusses and truss systems.seeANSI/lPt 1 Quality Criteria,D58-89 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 T12731464 14759T0 EJ32 Jack-Open 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:46 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-_aQ9X1vJDEl_cJI7kGG7znIGF519bPzOOzr7IEy9861 2-0-0 2-0-0 Scale=1:10.9 6.00 12 2 • i rn N �■ ri 3x5 11 3 2-0-0 2-0-0 I Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 Max Horz 1=41(LC 12) Max Uplift 2=-32(LC 12),3=5(LC 12),1=-5(LC 12) Max Gray 2=50(LC 1),3=36(LC 3),1=80(LC 1) 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. 11;Exp C;Encl-,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIOEK REFERANCE PAGE MO.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ibis design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must 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 Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI,Quality Criteria,DSB-89 and BCSI 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 • 4 Qty Ply 112731465 14759T0 EJ33 Halt Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 8 Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:47 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-Sn_XkNwx_XtrETKJH_oMV_gP7V?DKrpYdcbgHgy986k 2-0-0 4-0-0 2-0-0 2-0-0 2 3 / Scale=1:10.8 4x5=- 6.00 12 1 • 5 4 2x4 H I 3x5 Ii 2-0-0 4-0-0 2-0-0 I 2-0-0 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5.0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 5 >999 180 BCLL 0.0 * Rep Stress[nor NO WB 0.03 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=112/Mechanical,1=168/0-5-8 Max Horz 1=42(LC 25) Max Uplift 3=-42(LC 4),4=-37(LC 8),1=-47(LC 8) 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=lOtmph;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 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)3,4,1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)97 lb down and 104 lb up at 2-0-0 on top chord,and 27 lb down and 31 lb up at 2-2-2 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=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-22(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev.I0/03P2015 BEFORE USE. hit 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 budding 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.Adcltioral temporary and permanent tracing Mile k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPIl Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731466 14759T0 EJ34 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:48 2017 Page 1 ID:TMAX8iH HPITOooR 15bw4u8yBj 1 i-wzXvyjxalp?irdvVrhJb2CNZHvO131ThsGKDg7y986j 4-0-0 4-0-0 Scale:3/4"=1' 2 6.00 12 7 a, N 1 ®Oki 1 1 3 3x5 11 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=104/Mechanical,3=53/Mechanical,1=158/0-5-8 Max Horz 1=81(LC 12) Max Uplift 2=-66(LC 12),3=1(LC 12),1=-15(LC 12) Max Gray 2=104(LC 1),3=72(LC 3),1=158(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=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 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. 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. 1I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK 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 verity the applicability of design parameters and properly incorporate this design Into the overall but ding 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/7PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 Qty Ply T12731467 14759T0 F01 GABLE 1 1 !Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:48 2017 Page 1 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-wzXvyjxalr?irdvVrhJb2CNbnvRK3lvhsGKDg7y986j 0x8 0x8 Scale:1/2'=1' 3x4 II 1 — 2 3 4 5 6 7 8 9 10 11 12 o ao 'a o a o ol • o e e a o- e • - e o- = - 24 ..........23..........22 21 .......... ....................19...........18...... 17 16 15 14 13 3x4= 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-7-8 1-6-12 1-4-0 1-4-0 I 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 I 1-4-0 1-4-0 1-0-12 Plate Offsets(X,Y)-- [23:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:68 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 14-7-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTES REFERANCE PAGE 548.7473 rev.10032015 BEFORE USE pin 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 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' B always required for stability and to prevent collapse with possible personal i nlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVlP1t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ' • Qty Ply T12731468 14759T0 F02 GABLE 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:49 2017 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj t i-P95193yCW 97ZTnUiPPggaPwmXlnVol9r4w4nMZy986i 0-1-8 Scale=1:34.2 3x6= 3x6 FP= 1 2 3 4 5 6 7 8 9 1011 1213 14 15 16 17 18 • n - • • • d r •• • y 1. . 365;-N ; o 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 II 3x4= 3x6 FP= 3x6= 1-6-12 I 2-10-12 I 4-2-12 5-6-12 I 6-10-12 I 8-2-12 9-6-12 110-10-12 I 12-2-12 13-6-12 114-10-12 16-2-12 17-6-12 118-10-12 20-2-12 21.718 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-4-1 Plate Offsets(X,Y)— [34:0-1-8,Edge],[35:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress!nor YES WB 0.04 Horz(CT) 0.00 19 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 20-7-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)35,19,34,33,32,31,30,29,27,26,25,24,23,22,21, 20 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. 6)CAUTION,Do not erect truss backwards. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev.10/0312013 BEFORE USE. " Design valid for use only with MITekS connectors.This designs based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building lding designer must verity 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 wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/IPI1 Quality Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • ' Qty Ply I T127314691 14759T0 F03 FLOOR 6 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:50 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-tMfgNPygHSFQ5x3uz6L37cSI2iudXly_JapKu?y986h 0-1-8 H I 1-3-0 1 1-1-8 0-1 Safe=1:34.9 4x6= 4x6= 1.5x3= 4x6= 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 i •,, e N / N N / X 24 � � � � X �� N�� ' 25 � ' _pL e• e Tal _ 22 21 20 19 18 17 16 15 14 13 4x6= 3x8 MT2OHS FP= 1.5x3 II 4x6= 4x6= 1.5x3 SP= 4x6= 20-7-8 I 20-7-8 Plate Offsets(X,Y)— [1:Edge,0-1-8],[6:0-1-8,Edge),[11:0-1-8,Edge],[18:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI- DEFL in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.40 16-17 >616 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.54 16-17 >449 240 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor YES WB 0.71 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 12-20:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:19-21. REACTIONS. (lb/size) 23=1114/0-3-8,12=1114/0-5-8 FORCES. (Ib)-Max Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1109/0,11-12=-1109/0,1-2=-1147/0,2-3=-2890/0,3-4=-4017/0,4-5=-4688/0, 5-6=-4688/0,6-7=-4603/0,7-9-4030/0,9-10=-2886/0,10-11=-1148/0 BOT CHORD 21-22=0/2165,19-21=0/3582,18-19=0/4445,17-18=0/4688,16-17=0/4688,15-16=0/4461, 14-15=0/3578,13-14=0/2166 WEBS 11-13=0/1483,1-22=0/1481,10-13=-1416/0,2-22=-1416/0,10-14=0/1001,2-21-0/1008, 9-14=-963/0,3-21=-963/0,9-15=0/628,3-19=0/604,7-15=-599/0,4-19=-596/0, 7-16=-44/381,4-18-106/621,6-16-437/225 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 20=11% 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7073 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 �t a truss system.Before use,the building designer must verify the applicabtlty of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type " ' Qty Ply 1 T12731470 14759T0 F04 Floor 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:50 2017 Page 1 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-tMfgNPygHSFQ5x3uz6L37cSkbiwrXl T_JapKu?y986h 0-1-8 H?-6-90-9-01 1-3-0 I I 1-7-14 I 0-k8 Scare=1:35.8 4x6= 1.5x3 II 4x6= 1.5x3= 4x6= 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 v X / ` • /. X / X / .\ r 26 9v ... O 23 22 21 20 19 18 17 16 15 14 4x6= 4x6= 3x12 M18SHS FP= 1.5x3 I I 4x6= 4x6= 4x6= I1-6-0 I 4-0-0 I 6-6-0 I 12-1-14 I 14-7-14 I 17-1-14 I 19-7-14 I 21-1-14 1-6-0 2-6-0 2-6-0 5-7-14 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [7:0-1-8,Edge],[12:0-1-8,Edge],[14:0-2-12,Edge],[19:0-1-8,Edge] LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.42 18 >593 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.59 18 >429 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.09 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:110 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except` TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, 9-12:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-21:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 24=1597/0-6-0,13=1158/0-5-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 12-13=-1152/0,2-3=-1430/0,3-4=-3173/0,4-5=-4339/0,5-6=-5054/0,6-7=-5054/0, 7-8=-4920/0,8-10=-4257/0,10-11=-3024/0,11-12.1197/0 BOT CHORD 23-24=0/823,22-23-0/2422,20-22=0/3893,19-20=0/4779,18-19=0/5054,17-18=0/5054, 16-17=0/4733,15-16=0/3761,14-15=0/2260 WEBS 12-14=0/1546,2-23-0/1150,11-14=-1478/0,3-23=-1380/0,11-15=0/1062,3-22=0/1046, 10-15=-1025/0,4-22=-1001/0,10-16=0/691,4-20=0/620,8-16=-661/0,5-20=-611/0, 8-17=0/453,5-19=-108/698,7-17=-546/191,6-19=-284/0,2-24=-1792/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-24=-10,1-12=-100 Concentrated Loads(Ib) Vert:2=-468 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WIDEN REFERANCE PAGE Mb-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MllekT 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' 5 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Instilule,218 N.Lee Street,Suite 312,Alexandria.VA22314. Tampa,FL 33610 Job Truss Truss Type 4 ' Qty Ply I T12731471 14759T0 F05 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:51 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-LYD2alzS2mNHi5e4Wpslgq?wW6FdGVy8YEZuQSy9869 0-1-8 H I 1-3° I I 2-1-14 011 8 Scaib=1:32.4 4x6= 4x6= 1.5x3= 4x6= 1.5x3 II 3x6 FP= 3x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 .22 If \ 23 t„. / 11\44,.. 4/''''N -N '/' X if N r /1. Nt •_ 1 20 19 18 17 16 15 14 13 12 4x6= 4x6= 1.5x3 I I 3x12 M18SHS FP= 4x6= 19-1-14 11 19-1-14 Plate Offsets(X,Y)— [1:Edge,0-1-8],[2:0-1-12,Edge],[5:0-1-8,Edge],[10:0-1-8,Edge],[13:0-1-8,Edge],[18:0-1-8,Edge],[19:0-1-12,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 0.84 Vert(LL) -0.37 16-17 >619 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.50 16-17 >452 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:98 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 7-10:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-15:2x4 SP No.1(flat) 2-2-0 oc bracing:17-18. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1034/0-6-0,11=1034/0-5-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1035/0,10-11=-1028/0,1-2=-106810,2-3=-2591/0,3-4=-3870/0,4-5=-3870/0, 5-6=-4005/0,6-8=-3609/0,8-9=-2627/0,9-10=-1057/0 BOT CHORD 19-20=0/1991,18-19=0/3238,17-18=0/3870,16-17=0/3870,14-16=0/3975,13-14=0/3231, 12-13=0/1993 WEBS 10-12-0/1365,9-12=-1302/0,9-13=0/882,8-13=-840/0,8-14=0/525,6-14=-510/0, 6-16=-109/289,5-16=-283/419,5-17=-309/32,1-20=0/1380,2-20=-1283/0,2-19-0/835, 3-19=-900/0,3-18-0/1046,4-18=-454/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131°X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE ANI-7473 rev.1010312015 BEFORE USE mi. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate his design into the overall building design. eackrg indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl I Quality Criteria.DSB-89 and SCSI Bufding 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 I T12731472 14759T0 F06 Floor 3 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:52 2017 Page 1 I D:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-pknQo5_4p4V8KECH4XNXC 1 Y34W cw?zOHnul Rzuy986f 0-1-8 H I 1-3-0 I 1-7-0 0-1�1xr8 Sc4.lh=1:29.3 4x6= 4x6= 1,5x3= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 s ♦ • • a 21N/N / 22• 1 18 17 16 15 14 13 12 11 4x6= 1.5x3 II 1.5x3 II 3x8 MT2OHS FP= 4x6= I 17-4-0 17-4-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[3:0-1-8,Edge1,[4:0-1-8,Edge],[9:0-1-8,Edge] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.28 15-16 >742 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.38 15-16 >540 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.05 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 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 2-2-0 oc purlins, BOT CHORD 2x4 SP SS(flat)*Except* except end verticals. 10-13:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=933/0-3-8,10=933/0-5-8 FORCES. (Ib)-Max CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-935/0,9-10=-928/0,1-2=-944/0,2-3=-2301/0,3-4=-3023/0,4-5=-3278/0, 5-7=-3079/0,7-8=-2308/0,8-9=-943/0 BOT CHORD 18-19=0/1753,17-18=0/3023,16-17=0/3023,15-16=0/3023,14-15=0/3342,12-14=0/2808, 11-12=0/1776 WEBS 9-11=0/1217,8-11=-1158/0,8-12=0/740,7-12=-696/0,7-14-0/377,5-14=-367/0, 4-15=-122/511,4-16=-399/0,1-19=0/1218,2-19=-1125/0,2-18 /762,3-18=-1019/0, 3-17=0/426 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 __ I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building lding 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 klkxy 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. 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 T12731473 1475910 F07 Floor 4 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:52 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-pknQos_4p4V8KECH4XNXC 1 Y91 W dE??SHnulRzuy986f 0-1-8 H I 1-3-0 I 1-11-0 OILS Scald=1:23.4 4x6= 1.5x3 I I 1.5x3= 1.5x3= 1 2 3 4 5 6 7 II16 17 L N_/-X./r'N E 9v I NV X_/r_ 41111, 14 13 12 11 10 9 4x6= 1.5x3 II 1.5x3 II 3x6= 1-6-0I 4-0-0 I 9-11-0 I 12-5-0 I 13-11-0 1-6-0 2-6-0 5-11-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-1-8,Edge],[4:0-1-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.18 10-11 >919 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=745/0-3-8,8=745/0-5-8 FORCES. (Ib)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-743/0,1-2=-731/0,2-3=-1703/0,3-4=-2088/0,4-5=-1961/0,5-6=-1296/0 BOT CHORD 13-14-0/1362,12-13=0/2088,11-12=0/2088,10-11=0/2088,9-10=0/1776,8-9=0/791 WEBS 6-8=-1050/0,1-14=0/942,6-9=0/702,2-14=-878/0,5-9=-667/0,2-13=0/478,5-10=0/326,3-13=-613/0, 4-10=-368/42 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4 lilt 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MSTEK 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 IndMdual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate Ibis design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek# is always required for stability and to prevent collapse with possible personal injury ry and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANSl/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 a • Qty Ply T12731474 14759T0 F08 GABLE 1 1 ,Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:53 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-HwLo?R?iaNd?yOnTeEumIF4Rdw8VkZ9Q?Y2_VKy986e 0,1.8 00_18 I 1 Scale=1:16.9 1 3x4— 2 3 4 5 6 7 8 9 e :LI 0 0 0 0 e o o e 9 J L 1 , T IN I e 139 i e s o • —el ;s o o e .•...............................• ............ ...... .•.'•6.. 15 14 13 12 11 'O .• .......•. . . ... .. ......... .•.•... ...•............ . . . . ........... . . . .......... . . ....... . 18 17.•.. 3x4= 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-6-12 10-4-0 1-6-12 1-4-0 1-4-0 I 1-4-0 1-4-0 I 1-4-0 I 1-4-0 0-9-4 Plate Offsets(X,Y)— [17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:50 lb FT=20%F,11%E • LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. W EBS 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 10-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t, / Q WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MN Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/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,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • • Qty Ply I 112731475 1475970 F09 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:53 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-HwLo?R?iaNd?yOnTeEumIF4L3w3ukXkQ?Y2_VKy986e 0-1-8 H I 130 I 1-8-0 Scale=1:13.9 1 2 3 4 • • • it _ ci 12 • 1.5 e 1.5x3= • 9 8 7 6 1.5x3 H 1.5x3 II 1-6-0I 5-11-0 I 7-5-0 1-6-0 4-5.0 1-6-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.03 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=388/0-5-8,5=388/0-5-8 FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-382/0,4-5=-382/0,1-2=-314/0,2-3=-593/0,3-4=-314/0 BOT CHORD 8-9-0/593,7-8=0/593,6-7=0/593 WEBS 4-6-0/400,1-9=0/400,3-6=-378/0,2-9=-378/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10103/2015 BEFORE USE. Not Design valid for use ordy with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and SCSI BuRding 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 I T12731476 14759T0 F10 FLOOR 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:54 2017 Page 1 I D:TMAX8iHHPITOooR15bw4u8yBj1 i-17vBCmOKLhIsZYMfCyQ?HSdRPJFGTsjaECnY1 my986d 0-1-8 H 1-3-0 1-9-12 Scale=1:31.4 4x6= 1.5x3= 1.5x3 II 3x6 FP= 4x6= 1 2 3 4 5 6 7 8 9 10 lo 22 faf / 111\44,. / X 1.•• w /X / X r 7/j 14 ►l 20 19 18 17 16 15 14 13 12 11 4x6= 3x6 FP= 1.5x3 II 4x6= 1-6-0I 4-0-0 1 6-6-0 I 12-3-12 I 14-9-12 I 17-3-12 I 18-9-12 ' 1-6-0 2-6-0 2-6-0 5-9-12 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-8,Edge],[4:0-1-8,Edge],[9:0-1-8,Edge],[13:0-1-8,Edge],[15:0-1-8,Edge],[18:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.30 14-15 >752 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.41 14-15 >543 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:97 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except` except end verticals. 11-19:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1015/0-5-8,11=1021/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1009/0,10-11=-1015/0,1-2=-1035/0,2-3=-2569/0,3-4=-3501/0,4-5=-3874/0, 5-6=-3874/0,6-8=-3507/0,8-9=-2568/0,9-10=-1034/0 BOT CHORD 18-20=0/1951,17-18=0/3156,16-17=0/3874,15-16=0/3874,14-15=0/3809,13-14=0/3163, 12-13=0/1951 WEBS 10-12=0/1376,1-20-0/1336,9-12=-1276/0,2-20=-1274/0,9-13=0/858,2-18=0/859, 8-13=-828/0,3-18=-817/0,8-14=0/478,3-17=0/556,6-14=-421/0,4-17=-706/0, 6-15=-233/474 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall balding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • • Qty Ply 1 ' T12731477 1475970 FGOi FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256,DETAILS 8.130 s Oct 26 2017 MiTek Industries,Inc.Thu Dec 14 13:46:01 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 Hqbz1b7PZg2liFj5sqDy921K 3-2-13 6-3-13 9-4-14 12-5-15 15-6-15 18-9-12 3-2-13 3-1-1 3-1-1 3-1-1 3-1-1 3-2-13 Scale=1:32.5 4x5= 2x4 I I 4x5= 6x6= 12x14 M18SHS= 15x6= 24 - 3 4 5 6 7 nn • nn r, III nn nn nn°- nn a 14 15 13 16 i2 17 11 18 19 10 20 21 95x8 8 22 23 14 8x10= 4x6= 4x10= 4x5 11 NAILED NAILED NAILED JUS24 4x6= JUS24 JUS24 THD26-2 NAILED THD26-2 JUS24 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3-2-13I 6-3-13 I 9-4-14 I 12-5-15 15-6-15 18-9-12 3-2-13 3-1-1 3-1-1 3-1-1 3-1-1 3-2-13 Plate Offsets(X,Y)-- [1:0-2-4,0-2-4],[2:0-2-0,0-2-0],[7:Edge,0-3-0],[8:0-1-12,0-0-0],[9:0-3-8,0-2-0],[10:0-2-0,0-2-0],[12:0-2-0,0-2-0],[13:0-4-6,0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40-0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.33 11 >669 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.70 11 >318 240 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.05 8 n/a rite BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.20 11 >999 240 I Weight:310 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except` TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, 6-7:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-13:2x6 SP SS WEBS 2x4 SP No.3`Except* 1-13,2-12,3-11,5-11,6-10,7-9:2x4 SP No.1 REACTIONS. (lb/size) 14=4063/0-5-8 (min.0-1-10),8=4137/Mechanical Max Gray 14=4063(LC 1),8=5078(LC 2) FORCES. (lb)-Max Comp./Mak Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-3677/0,1-2=-10261/0,2-3=-17686/0,3-4=-20397/0,4-5=-20397/0,5-6=-19164/0, 6-7=-11686/0,7-8=-3934/0 BOT CHORD 14-15-0/626,13-15=0/626,13-16=0/10724,12-16=0/10724,12-17=0/17686, 11-17=0/17686,11-18=0/19164,18-19=0/19164,10-19=0/19164,10-20=0/12163, 20-21=0/12163,9-21=0/12163,9-22=0/812,22-23=0/812,8-23=0/812 WEBS 1-13=0/10150,2-13=-3075/0,2-12=0/7290,3-12=-1760/0,3-11=0/2948,4-11=-979/0, 5-11=-203/1884,5-10=-1559/0,6-10=0/7364,6-9=-3168/0,7-9=0/11386 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 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. 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=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft 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)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 8-2-0 oc max.starting at 10-1-12 from the left end to 18-3-12 to connect truss(es)FT01 (2 ply 2x4 SP)to back face of bottom chord. 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 11-4-12 from the left end to 17-2-4 to connect truss(es)FT02(1 ply 2x4 SP)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. m. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE mg Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSi/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tanya,FL 33610 Job `Truss Truss Type • • Qty Ply 112731477 1475970 FG01 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256,DETAILS 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Dec 14 13:46:01 2017 Page 2 1 D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-xQojQ?Jb31q_BnNr6x_Hgbzlb7PZg21i Fj5sgDy9 NOTES- 13)°NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148°x3.25")toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-334,8-14=-10 Concentrated Loads(Ib) Vert:12=-228(B)15=-228(B)16=-228(B)17=-228(B)18=-184(B)19=-138(B)20=-138(B)21=-138(B)22=-138(B)23=-187(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-294,8-14=-10 Concentrated Loads(lb) Vert:12=-198(B)15=-198(B)16=-198(B)17=-198(B)18=-532(B)19=-406(B)20=-406(B)21=-406(B)22=-406(B)23=-535(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-194,8-14=-30 Concentrated Loads(ib) Vert:12=-148(B)15=-148(B)16=-148(B)17=-148(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-43,5-7=-64,8-14=-6 Concentrated Loads(Ib) Vert:12=92(B)15=92(B)16=92(B)17=92(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-64,3-7=-43,8-14=-6 Concentrated Loads(Ib) Vert:12=92(B)15=92(B)16=92(B)17=92(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=96(B)15=96(B)16=96(B)17=96(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-182,8-14=-10 Concentrated Loads(ib) Vert:12=96(B)15=96(B)16=96(6)17=96(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-68,8-14=-6 Concentrated Loads(Ib) Vert:12=92(6)15=92(B)16=92(B)17=92(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-98,8-14=-6 Concentrated Loads(lb) Vert:12=92(B)15=92(B)16=92(6)17=92(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=96(B)15=96(B)16=96(B)17=96(6) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(plf) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=96(B)15=96(B)166(6)17=96(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-7=-174,8-14=-10 Concentrated Loads(lb) Vert:12=-109(B)15=-109(B)16=-109(B)17=-109(B)18=-648(B)19=-495(B)20=-495(B)21=-495(B)22=-495(6) 23=-651(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(lb) Vert:12=59(B)15=59(B)16=59(B)17=59(B) 14)Dead+0.75 Roof Live(bal.)+0,75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(Ib) Vert:12=59(6)15=59(B)16=59(B)17=59(6) 15)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-300,8-14.10 1 - Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.1010312016 BEFORE USE. 11111' 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 bu9ding 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' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI1 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss fruss Type • Qty Ply T12731477 14759T0 FG01 FLAT GIRDER 1 3 I'Job Reference(optional) I BuNding Component Supply,Jacksonville,Fl 32256,DETAILS 8.130 5 Oct 26 2017 MTek Industries,Inc. Thu Dec 14 13:46:01 2017 Page 3 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-xQojQ?Jb31q_BnNr6x_Hgbzlb7PZg2liFj5sgDy921K LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:12=59(6)15=59(B)16=59(B)17=59(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7.300,8-14=-10 Concentrated Loads(Ib) Vert:12=59(B)15=59(B)16=59(B)17=59(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE I ' Design valid for use only with MITek®connectors.This design 8 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 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 Inlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss fruss Type • • Qty Ply 1 712731478 14759T0 FG02 Root Special Girder 1 2 Job Reference(optional) I Building Component Supply,Jacksonville,FI 32256,DETAILS 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Dec 14 13:46:40 2017 Page 1 I D:TMAX8i HHPITOooR 15bw4u8yBj 1 i-lwfTcLn3tkkSNmrLudBQvp4zJrItJhIRDH 1 QhTy92Hj 4-6-12 7-10-9 11-2-5__ 14-6-2 19-5-0 4-6-12 I 3-3-12 3-3-12 3-3-12 4-10-14 THIS TRUSS IS NOT SYMMETRIC. Scale=1:34.5 PROPER ORIENTATION IS ESSENTIAL. JUS24 4x5= 2x4 II 4x10= 2x4 6x6- 6x8= 2x4 II 4x5= 1 2 3 20 4 5 21 6 7 8 i /..•I. El •=111 E . -E.- • • 1 , El 944 , . 17 10 9 9 a 777. . 18 22 8x10= m 2x4 II 4x5= 0 N 8x12=. 4. TH026.- n fl i e r-• •r n il n flo 23 24 2515 26 27 28 14 2930 1316 31 32 33 12 3435 36 11 3x8 MT2OHS II THD26 8x10= THD26 6x8 THD26 5x6= THD26 4x5= 2x4 II Special THD26 THD26 JUS24 JUS24 NAILED 1-3-0I 4-6-12 I 7-10-9 I 11-2-5 14-6-2 17-7-0 17-�8 19-5-0 1-3-0 3-3-12 3-3-12 3-3-12 3-3-12 3-0-15 0-2.8 1-7-8 Plate Offsets(X,Y)-- [3:0-3-8,0-2-0],[6:0-2-8,0-3-0],[10:0-3-8,0-4-8],[14:0-4-0,0-4-0],[15:0-5-0,0-4-8],[16:0-4-4,0-0-8],[17:0-3-0,0-4-4],[18:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.04 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.08 13-14 >999 240 MT2OHS 187/143 BCLL 0.0 ` Rep Stress lncr NO WB 0.74 Horz(CT) 0.01 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.04 13-14 >999 240 Weight:281 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 5-8:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 3-11-13 oc bracing. 7-11:2x4 SP No.3 WEBS 2x4 SP No.3`Except` 6-13,5-14,3-14:2x4 SP No.2 REACTIONS. (lb/size) 16=9599/0-6-0 (min.0-5-11),11=162/0-3-7 (min.0-1-8),12=6840/0-7-12 (min.0-4-5) Max Uplift 16=-1725(LC 4),12=1019(LC 5) Max Gray 16=9599(LC 1),11=331(LC 12),12=7295(LC 2) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-378/0,1-2=-668/3869,2-3=-711/3526,3-20=-3599/522,4-20=-3599/522, 4-5=-3599/522,5-21=-2239/334,6-21=-2239/334 BOT CHORD 18-22=-282/59,17-22=-282/59,16-17=-9409/1680,2-17=-107410,16-23=-440/90, 23-24=-440/90,24-25=440/90,15-25=-440/90,15-26=-255/2209,26-27=-255/2209, 27-28=-255/2209,14-28=-255/2209,14-29=-332/2326,29-30=-332/2326, 13-30=-332/2326,13-31=-1249/211,31-32=-1249/211,32-33=-1249/211, 12-33=-1249/211,10-11=-264/98,7-10=-1089/111 WEBS 1-17=-4874/829,15-17=-439/3090,3-15=-626/0,3-17=-5620/985,8-10=-258/0, 6-10=-268/1240,10-12=-1704/273,6-12=-4292/339,6-13=-742/4749,5-13=-1764/0, 5-14=-260/1741,4-14=-698/0,3-14=-385/1903 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 0-7-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;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)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1725 lb uplift at joint 16 and 1019 lb uplift at joint 12. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. pa. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE/WI-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 indMdual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 'Job Truss Truss Type • 'Qty Ply I T12731478 1475970 FG02 Roof Special Girder t Z Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256,DETAILS 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Dec 14 13:46:40 2017 Page 2 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-IwfTcLn3tkkSNmrLudBQvp4zJrltJhIRDH 1 QhTy92Hj NOTES- 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-9-8 oc max.starting at 0-10-4 from the left end to 13-7-12 to connect truss(es)T26(1 ply 2x4 SP),T29(1 ply 2x4 SP),T30(1 ply 2x4 SP),T31 (1 ply 2x4 SP)to front face of bottom chord. 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 17-7-12 from the left end to connect truss(es)T33(1 ply 2x4 SP)to front face of top chord. 12)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 15-3-12 from the left end to 17-3-12 to connect truss(es)FT05(1 ply 2x4 SP),FT04(1 ply 2x4 SP)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4076 lb down and 657 lb up at 0-5-4 on top chord,and 821 lb down and 353 lb up at 1-5-12,101 lb down at 4-1-4,101 lb down at 6-1-4,101 lb down at 7-3-12,101 lb down at 9-3-12,101 lb down at 11-3-12,and 61 lb down at 13-3-12, and 787 lb down and 298 lb up at 15-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-210,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(lb) Vert:17=-788(F)7=-576(F)1=-4076 13=-7(B)14=-888(F)22=-680(F)23=-28(B)24=-868(F)25=-7(B)26=-888(F)27=-7(B)28=-7(B)29=-7(B)30=-888(F) 31=-888(F)33=-860(F)34=-106(B)35=-787 36=-97(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-190,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(lb) Vert:17=-821(F)7=-586(F)1=-3438 13=-77(B)14=-916(F)22=-666(F)23=-106(B)24=-897(F)25=-77(B)26=-916(F)27=-77(B)28=-77(B)29=-77(B)30=-916(F) 31=-916(F)32=-46(B)33=-890(F)34=-337(B)35=-747 36=-310(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-130,17-18=-30,11-16=-30,9-10=-30 Concentrated Loads(Ib) Vert:17=-568(F)7=-481(F)1=-2171 14=-644(F)22=-491(F)24=-628(F)26=-644(F)30=-644(F)31=-644(F)33=-623(F)35=550 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-66,8-21=-88,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=349(F)7=324(F)1=632 14=362(F)22=328(F)24=359(F)26=362(F)30=362(F)31=362(F)33=320(F)35=290 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-88,8-20=-66,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=349(F)7=303(F)1=640 14=362(F)22=328(F)24=359(F)26=362(F)30=362(F)31=362(F)33=320(F)35=290 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=353(F)7=367(F)1=657 14=366(F)22=331(F)24=363(F)26=366(F)30=366(F)31=366(F)33=324(F)35=298 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=353(F)7=367(F)1=657 14=366(F)22=331(F)24=363(F)26=366(F)30=366(F)31=366(F)33=324(F)35=298 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-79,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(b) Vert:17=349(F)7=315(F)1=636 14=362(F)22=328(F)24=359(F)26=362(F)30=362(F)31=362(F)33=320(F)35=290 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-94,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(b) Vert:17=349(F)7=330(F)1=642 14=362(F)22=328(F)24=359(F)26=362(F)30=362(F)31=362(F)33=320(F)35=290 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=353(F)7=367(F)1=657 14=366(F)22=331(F)24=363(F)26=366(F)30=366(F)31=366(F)33=324(F)35=298 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(lb) Vert:17=353(F)7=367(F)1=657 14=366(F)22=331(F)24=363(F)26=366(F)30=366(F)31=366(F)33=324(F)35=298 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-8=-130,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(lb) Vert:17=-566(F)7=-415(F)1=-1525 13=-101(B)14=-626(F)22=-432(F)23=-132(B)24=-614(F)25=-101(B)26=-626(F) 27=-101(B)28=-101(B)29=-101(B)30=-626(F)31=-626(F)32=-61(8)33=-610(F)34=-414(B)35=-466 36=-381(B) 6 _ A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 6111.7473 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 applicablity of design parameters and properly rurcorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delIvery,erection and bracing of trusses and truss systems.seeANS1/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salley information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply ' 712731478 1475910 FG02 Root Special Girder 1 2 1Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256,DETAILS 8.130 s Oct 26 2017 MTek Industries,Inc. Thu Dec 14 13:46:40 2017 Page 3 I D:TMAX8i HHPITOooR 15bw4u8yBj 1 i-IwfTcLn3tkkSNmrLudBOvp4zJrltJhI RDH 1 QhTy92Hj LOAD CASE(S) Standard 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=218(F)7=239(F)1=224 14=221(F)22=207(F)24=220(F)26=221(F)30=221(F)31=221(F)33=191(F)35=178 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=218(F)7=239(F)1=224 14=221(F)22=207(F)24=220(F)26=221(F)30=221(F)31=221(F)33=191(F)35=178 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=218(F)7=239(F)1=224 14=221(F)22=207(F)24=220(F)26=221(F)30=221(F)31=221(F)33=191(F)35=178 16)Dead+0.75 Roof Uve(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=218(F)7=239(F)1=224 14=221(F)22=207(F)24=220(F)26=221(F)30=221(F)31=221(F)33=191(F)35=178 � f Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 591-7473 rev.1093/2015 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 bolding 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 l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I • Qty Ply 112731479 14759T0 FG03 Fiat Girder 1 3!Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256,DETAILS 8.130 5 Oct 26 2017 MiTek Industries,Inc. Thu Dec 14 13:47:52 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-Bn?hjyfDwspEOrMA6ITJq?3EItLtBEx2mUTEDIy92Gb P 3-Q 2-9-2 5-4-0 l 7-11-2 I 10-8-0 0-3 0 2-9 2 2-6-,4 2-7-2 2-8-14 Scale=1:18.7 7x10= 4x5= 2x4 I I 4x5= 4x10= 1 2 13 14 3 15 4 5 1 12 I • . j 11 i a _ _ 10 9 8 7 4x10= 2x4 I I 5x6= 4x10= 6 4x5 II 2-9-2 5-4-0 7-11-2 10-8-0 2-9-2 2-6-14 I 2-7-2 I 2-8-14 Plate Offsets(X,Y)-- [1:0-1-12,0-0-0],[1:0-3-O,Edge],[6:Edge,0-3-8],[7:0-3-4,0-2-0],[9:0-2-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.13 7-8 >930 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.21 7-8 >603 240 BCLL 0.0 • Rep Stress Incr NO WB 0.78 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.10 7-8 >999 240 Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-8,4-8,1-9,5-7:2x4 SP No.1 REACTIONS. (lb/size) 6=5154/0-8-4 (min.0-2-0),12=4115/0-3-0 (min.0-1-10) Max Uplift 6=-995(LC 8),12=-649(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8477/2126,2-13=-12854/3543,13-14=-12854/3543,3-14=-12854/3543, 3-15=-12854/3543,4-15=-12854/3543,4-5=-11731/3612,5-6=-4902/1382 BOT CHORD 9-10=-158/675,8-9=-2126/8477,7-8=-3612/11731,6-7=-96/401 WEBS 2-8=-1575/4722,3-8=-2176/566,4-8=0/1209,2-9=-3254/838,4-7=-4811/1530, 1-9=-2123/8417,5-7=-3790/12210,1-12=-4179/1008 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3*)nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-4 to 3-2-4,Interior(1)3-2-4 to 10-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/7P11 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 995 lb uplift at joint 6 and 649 lb uplift at joint 12. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3377 lb down and 1528 lb up at 7-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)Special hanger(s)or other connection device(s)shall be provided starting at-0-3-0 from the left end to 10-6-4 sufficient to connect truss(es) (1 ply 2x4 SP),NOT SPEC'D(1 ply 2x4 SP), (1 ply 2x4 SP),NOT SPEC'D(1 ply 2x4 SP), (1 ply 2x4 SP),NOT SPEC'D (1 ply 2x4 SP), (1 ply 2x4 SP)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MR-7473 rev.10/03,2015 BEFORE USE �� Design valid for use only with MItekS connectors.this design is based only upon parameters shown,and Is for an Individual bolding component,not a truss system.Before use,the building designer must verify the appiicabllty 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 MiWek, 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. Safety information available from Truss Plate institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ' Qty Ply e� ' T12731479 1475970 FG03 Flat Girder 1 3�;,Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256,DETAILS 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Dec 14 13:47:52 2017 Page 2 ID:TMAXBiH HPITOooR 15bw4u8yBj 1 i-Bn?hjyfDwspEOrMA6lTJq?3EItLtBEx2mUTEDIy92Gb LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-14=-591,14-15=-880,5-15=-210,6-10=-10 Concentrated Loads(Ib) Vert:4=-3377 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MITekS connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly irtcorporate 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 Mflek' 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 Qualify Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tanpa,FL 33610 Job Truss Truss Type ' Qty Ply T12731480 14759T0 FT01 FLOOR 2 2 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:08:59 2017 Page 1 ID:TMAX8iHHPITOooR15bw4u8yBj1i-64i3GU3T9DN8gJFd_V?A_WKQ6K3x8BiJOUVJi yr986Y 0-11-8 3-5-8 6-1-0 0-11-8 2-6-0 2-7-8 Scale=1:11.6 0.25I12 __ 4x5= 3,00 12 4' 4 Special 6x6 3 2 1 •—_� o a 4x5= 7 6 5 3x4= 2x4 0-11-8 3-5-8 6-1-0 0-11-8 2-6-0 I 2-7-8 Plate Offsets(X,Y)-- [2:0-1-12,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) 1/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.02 6-7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-AS Weight:53 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 REACTIONS. (lb/size) 1=1301/0-5-8,5=658/Mechanical FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2147/0,2-3=-1857/0,3-4=-1682/0,4-5=-627/0 BOT CHORD 1-7=0/1958,6-7=0/1681 WEBS 2-7=-426/0,3-6=-435/0,4-6=0/1744 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-5-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-4-0 oc,Except member 3-6 2x4-1 row at 0-9-0 oc,member 6-4 2x4-1 row at 0-9-0 oc, member 3-7 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)Refer to girder(s)for truss to truss connections. 4)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. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 31 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)950 lb down at 0-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-160,2-4=-160,5-8=-10 Concentrated Loads(Ib) Vert:2=-950(F) 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mll-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 buiding 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 tndMduai 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 knlury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSt/1P11 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 1 T12731481 14759T0 FT02 FLOOR 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:00 2017 Page 1 I D:TMAX8iHHPITOoo R15bw4u8yBj 1 i-aHGSTg45wXV?HTgpYCXPXjtZKkPmthcSc8EsFQy986X 0-11-8 3-7-0 6-1-0 0-11-8 2-7-8 2-6-0 Scale=1:11.6 0.25 12 3.00 12 3 4x5= 4 2x4 II 2 1 ► 1Ail ♦ 7x10 2x4 I I 7 6 5 4x5= 0-11-8 3-7-0 6-1-0 I 0-11-8 I 2-7-8 I 2-6-0 I Plate Offsets(X,Y)-- [1:0-5-2,0-0-0],I1:0-7-12,0-2-0),(7:0-1-11,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.05 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-AS Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=505/0-5-8,5=505/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1034/0,2-3=-961/0 BOT CHORD 1-7=0/850,6-7=0/954,5-6=0/952 WEBS 2-7-0/408,3-5=-989/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)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. 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. • 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.100312015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.Ibis design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possbie personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 I T12731482 14759T0 FT03 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:00 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-aHGSTg45wXV?HTgpYCXPXjtaLkVjtjOSc8EsFQy986X 1-9-6 4-0-14 5-4-14 5,:7-1E 1-9-6 2-3-9 1-4-0 3- 2x4 II 4x10= 2x4 II Scale=1:20.5 3 4 5 Il.I Y • 2x.III r 4= 6 0 1 3x4= 2x4= x4= m w ■ O •• N ■ --M ■ ■ ■1 10 IMO, 9 "8 2X4 l 4x10= 2x4 II oqs 1-96I 4-08 4-004 5-4-14 I 6 1-9-0 2-3-2 0-8-6 1-4-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.01 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT) -0.01 9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, BOT CHORD 2x4 SP No.2`Except' except end verticals. 4-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:9-10. REACTIONS. (lb/size) 10=182/0-7-0,8=380/0-4-3 Max Gray 10=201(LC 3),8=380(LC 1) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 7-8=-34610,4-7=-329/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verity design parameters and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. let 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 budiding designer must verify the applicability of design parameters and properly incorporate his 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 Mak' 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/1P11 Qualify 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 T12731483 14759T0 FT04 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:01 2017 Page 1 ID:TMAXBiHHPIT0ooR15bw4u8yBj 1 i-2TgggASjhresvdO?6w2e3xQdB8mVc7Mcro_Pnsy986W 3-9-6 7-4-14 3-9-6 3-7-8 3x4 I I 3x4= Scale=1:20.4 3 4 l IN 1i 1 4x5= 3x5= 2 w N■ InNia 6 5 2x4 I I 4x10= 2x4 II 03-9-6 I 7-4-14 0 -6 3-8-15 3-7-8 Plate Offsets(X,Y)-- 12:0-2-0,0-1-81 LOADING (psf) I SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.06 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.09 5-6 >965 240 BCLL 0.0 Rep Stress!nor YES WB 0.28 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:43 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. 3-6,4-5:2x4 SP No.2 REACTIONS. (lb/size) 7=391/0-7-0,5=391/Mechanical FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-356/0,1-2=-667/0,2-6=-408/0,4-5=-318/0 WEBS 1-6-0/582,4-6=0/253 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. 1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE • Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an fndMNdual 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 Is always required for stability and to prevent collapse with possible personal Inpxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses arid truss systems,seeANSI/1PI1 Quality Criteria,05849 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • ' Qty Ply I T12731484 1475910 FT05 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:01 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-2TgggASjhresvd0?6w2e3xQeK8mic6bcro_Pnsy986W 4-4-7 8-0-0 4-4-7 I 3-7-9 3x4 I I 8x4= Scale=1:20.4 3 4 w w r imm 1 4x5= 3x5= 2 Mir �S ■ 1 ■ wM ■i NI 1 IC t. CI ►' 6 5 2x4 II 4x10= 2x4 i 4-4-7 8-0-0 4-4-7 3-7-9 Plate Offsets(X,Y)— [2:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 i TC 0.82 Vert(LL) -0.07 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.10 5-6 >884 240 BCLL 0.0 Rep Stress!nor YES WB 0.33 Horz(CT) 0.00 5 n/a n/a I BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-15 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. 3-6,4-5:2x4 SP No.1 REACTIONS. (lb/size) 7=424/0-3-8,5=424/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-388/0,1-2=-800/0,2-6=-453/0,4-5=-343/0 WEBS 1-6-0/686,4-6=0/293 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual[wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Bussing 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 • ay Ply T12731485 14759T0 FT06 FLOOR 1 1 . Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 6 Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:02 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-W fOCuW6MS8mjXnzCgdZtc8yg0Y4LLbZ14SjzJJy986V 4-4-7 8-0-0 4-4-7 I 3-7-9 2x4 I I 3x4= Scale=1:20.4 3 9 4 ■ w r Mui l 1 4x5= 3x5= •2 M N IA i 7 5 2x411 4x10= 6 2x4 II 4-4-7 7-3-0 8-0-0 4-4-7 I 2-10-9 I 0-9-0 Plate Offsets(X,Y)-- (2:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.08 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.11 7-8 >709 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP 1 Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 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. 3-7,4-5:2x4 SP No.2 REACTIONS. (lb/size) 8=375/0-3-8,5=63/Mechanical,6=410/0-7-12 Max Gray 8=375(LC 1),5=69(LC 4),6=410(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-321/0,1-2=-442/0,2-7=-415/0,4-5=-297/0 WEBS 1-7=0/454 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473,.,..iNBClI18f5 BEFORE USE. 11111Designvalid for use only with MITek8 connectors.This design 8 based only upon parameters shown,and Is fa 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. Add-Ilonatemporaryand permanent bracing M iTe 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/1P11 Quality Criteria,DSB-B9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type * ' Qty Ply T12731486 14759T0 FT07 FLOOR 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:02 2017 Page 1 ID:TMAX8iHHPITOooR15bw4u8yBj1 i-WfOCuW6MS8mjXnzCgdZtc8ytOYDsLc114SjzJJy986V 4-11-4 8-0-0 4-11-4 3-0-12 2x4 I I 3x4= Scale=120.4 1 3x4= 2 3 IM ii NM 1 I lip, 11111 ii i —, 4 2x4 I I 3x8= 2x4 II 4-11-4 8-0-0 II I 4-11-4 3-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) 0.00 5 '"'" 360 MT20 244/190 TCDL 10 O Lumber DOL 1.00 BC 0.06 Vert(CT) -0.01 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 4 ria n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-AS Weight:50 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 REACTIONS. (lb/size) 6=201/0-3-8,4=58/Mechanical,5=589/0-5-8 Max Uplift 4=-36(LC 3) Max Gray 6=215(LC 3),4=111(LC 4),5=589(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-503/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 4. 4)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. 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M6-7473 rev.10103/2015 BEFORE USE. Illt Design valid for use only with MiTeke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type ' ' Qty Ply T12731487 14759T0 FT08 FLOOR 1 1 I Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:03 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-_sxa5r7_DSua8xYODL469MV7ByX744avI6TW 5Iy986U 2-7-8 5-1-15 8-5-7 I 2-7-8 2-6-7 I 3-3-8 2x4 i I 3x4= 2x4 II 3x4= Scale=1:20.4 1 2 3 4 IIi .. r w r � —' 3x4= , 3x4= S mm II p iimil -, kill 5 3x4= 2x4 11 0-0-6 5-1-15 5j4-111 8-5-7 0-0-6 5-1-9 0-2-1'2 3-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(CT) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-AS Weight:48 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`Except` BOT CHORD Rigid ceiling directly applied. 3-6:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=264/0-4-3,5=130/Mechanical,6=504/0-5-8 Max Gray 8=273(LC 3),5=142(LC 4),6=504(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 7-8=0/346,6-7=-486/0,3-7=-335/0 WEBS 2-7=-380/0,2-8=-375/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)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. 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. t mg A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AATEK REFERANCE PAGE M6-7473 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 verity the appllcabtlty 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 wih possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Qualify Crleria,DSII-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T12731488 14759T0 J44 Corner Jack 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:03 2017 Page 1 I D:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-_sxa5r7_DSua8xYODL469MV6zyV945Bv16TW 5Iy986U 4-9-10 4-9-10 Scale=1:17.9 2 6.00 12 ►' 7 N. 0 121- 3 N 3 01141 3x5 11 4-9-10 4-9-10 Plate Offsets(X,Y)— [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=127/Mechanical,3=63/Mechanical,1=190/0-5-4 Max Horz 1=97(LC 12) Max Uplift 2=-81(LC 12),1=-19(LC 12) Max Gray 2=127(LC 1),3=87(LC 3),1=190(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.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 4-8-14 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 2 and 19 lb uplift at joint 1. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE Design valid for use oily with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal WINN and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSUIPI l Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informaffon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12731489. 14759T0 J45 Jack-Open Girder 4 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:04 2017 Page 1 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-S2VyJB7c_mORm47an2bLhZ1 FJLrPpYQ2XmC40By986T 5-0-6 5-0-6 Scale=1:18.3 2 )rn 5.54 n N N 1 EA 1 10)14 3 3x5 11 5-0-6 1 5-0-6 Plate Offsets(X,Y)— [1:0-0-1,0-0-2],[1:0-0-2,0-5-4],[1:0-2-4,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.07 3-6 >887 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=131/Mechanical,3=68/Mechanical,1=199/0-5-10 Max Horz 1=94(LC 8) Max Uplift 2=-80(LC 8),1=-25(LC 8) Max Gray 2=131(LC 1),3=92(LC 3),1=199(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,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 20.0psf 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 80 lb uplift at joint 2 and 25 lb uplift at joint 1. mit ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mp-7473 rev.1OV3/2015 BEFORE USE. Designvalid for use only with MlTek®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/TPI,Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T12731490 14759T0 J46 Diagonal Hip Girder 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:04 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4u8y8j 1 i-S2VyJB7c_mORm47an2bLhZ1 AiLnPpYQ2XmC4OBy986T 6-8-10 6-8-10 Scale=1:21.2 2 ►� 5.54 I12 • r5 1 11 rt Eta 3 3x511 6-8-10 6-8-10 Plate Offsets(X,Y)-- [1:0-0.1,0-0-2],[1:0-0-2,0-5-4],[1:0-2-4,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.13 3-6 >627 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.21 3-6 >376 180 BCLL 0.0 . Rep Stress Incr NO WB 0.00 Horz(CT) 0.03 1 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=177/Mechanical,3=89/Mechanical,1=266/0-5-10 Max Horz 1=126(LC 8) Max Uplift 2=-108(LC 8),1=35(LC 8) Max Gray 2=177(LC 1),3=124(LC 3),1=266(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;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 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 108 lb uplift at joint 2 and 35 lb uplift at joint 1. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-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 IndMdual 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,seeANSUIPI l Quality Criteria,DS13-89 and SCSI Building Component 6904 Parke East Blvd. Solely tntoanallon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 Qty Ply 712731491 14759T0 J47 Corner Jack 4 1 11 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:05 2017 Page 1 ID:TMAX8iHHPITOooR15bw4ueyBj 1 i-xE3LWX8E13810EinLm6aEnaTjICkY_gBmoydwey986S 4-1-13 4-1-13 Scale=1:16.3 2 ri6.00 12 7 • 1 MAI OWIJ 3 prOW- 3x5 II 4-1-13 4-1-13 Plate Offsets(X,Y)— [1:0-0-1,0-0-3),[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=108/Mechanical,3=55/Mechanical,1=163/0-5-8 Max Horz 1=84(LC 12) Max Uplift 2=-69(LC 12),3=1(LC 12),1=-16(LC 12) Max Gray 2=108(LC 1),3=75(LC 3),1=163(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=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 4-1-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 2,1 lb uplift at joint 3 and 16 lb uplift at joint 1. 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. 1 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 911-7473 rev.1003/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for ai 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 el( is always required for stability and to prevent collapse wtth possbie personal Inlury 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 avdiable from Truss Plate Institute.218 N.Lee Street.State 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T12731492 14759T0 J48 Jack-Open 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:06 2017 Page 1 I D:TMAX8iHH PIT0ooR15bw4u8yBj 1 i-PRdjkt9sW NG9?OHzvTdpm_7dw9VcHRwL?4hAS4y986R 4-11.3 4-11-3 Scale=1:18.2 2 ►� 1:4 6.00 12 7 m °Q ) N ■ 3 3x511 4-11-3 4-11-3 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) lfdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.05 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 2=131/Mechanical,3=64/Mechanical,1=195/0-5-8 Max Horz 1=100(LC 12) Max Uplift 2=-83(LC 12),1.20(LC 12) Max Gray 2=131(LC 1),3=89(LC 3),1=195(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-7 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 2 and 20 lb uplift at joint 1. 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. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Not 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 Mile k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street.Sutie 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • • Qty Ply T12731493 14759T0 P01 (Piggyback 1 1 [Job Reference(optional) Building Component Supply,Jacksonville,FI 32256,DETAILS 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Dec 14 11:24:20 2017 Page 1 I D:TMAX8iHH PIT000R15bw4u8yBj 1 i-Lzd?FDRD3g0BgM_Oc4zmnvNf7KBoNU3QRdKWySy94N9 2-0-0 6-3-4 2-0-0 4-3-4 Scale=1:12.4 3x6= 3x8 1 6.00'12 3 6 4 45-11 5 2x4= 6-3-4 6-3-4 Plate Offsets(X,Y)-- (3:0-3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 I Vert(CT) 0.00 1 Nr 120 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 5 n/a a/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:18 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) 5=204/5-3-11 (min.0-1-8),2=246/5-3-11 (min.0-1-8) Max Horz 2=40(LC 12) Max Uplift 5=-84(LC 9),2=-87(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-289/244 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ff;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)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 84 lb uplift at joint 5 and 87 lb uplift at joint 2. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REfERANCE PAGE MA-7473 rev.70/03/2015 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 M aTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regrading the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1P11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovaliable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731494 14759T0 P02 Piggyback 1 1 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256,DETAILS 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Dec 14 11:24:42 2017 Page 1 I D:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-iCyJtkiotaZ3SkgFuhMwgYlPsBhxXRW gV2fhjAy94Mp 4-0-0 6-3-4 4-0-0 2-3.4 Scale=1:13.6 3x6= 3x4 II 3 4 6 6.00 12 0 4-5-11 2 v 1 0 0 5 3x4= 2x4 I I 6-3-4 6-3-4 Plate Offsets(X,Y)-- [3:0-3-0,0-2-0],[4:0-2-0,0-0-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.01 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=204/5-3-11 (min.0-1-8),2=246/5-3-11 (min.0-1-8) Max Horz 2=81(LC 12) Max Uplift 5=71(LC 9),2=79(LC 12) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 4-0-0,Exterior(2)4-0-0 to 6-1-8 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)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 71 lb uplift at joint 5 and 79 lb uplift at joint 2. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. 1111" Design valid for use only with MITekSJ 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 stablltly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Blvd. East e B fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke Est B Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa, Job Truss Truss Type S l Qty Ply T12731495 14759T0 P03 Piggyback 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:09 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-p?JrMvBlplekssOYabBW Od13jMXCUognh2wg3Py986O I Scale=1:18.9 2x4 II 3 6.00 rii 111 6 M 5 2 II 1 i MI II I7 0 4 2x4= 2x4 I I I 6-3-4 I 6-3-4 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.33 Vert(CT) 0.02 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a ria BCDL 10.0 Code FBC2017/TPI2014 Matrix-P 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. REACTIONS. (lb/size) 4=204/5-3-11,2=246/5-3-11 Max Horz 2=124(LC 12) Max Uplift 4=-79(LC 12),2=61(LC 12) 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 6-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 4 and 61 lb uplift at joint 2. 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 4 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MB-7473 rev.10/13/2015 BEFORE USE. 1111111 Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tama,FL 33610 Job Truss Truss Type • l r Qty Ply T12731496, 14759T0 PO4 Piggyback 8 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:10 2017 Page 1 I D:TMAX8iH HPITOooR 15bw4u8yBj 1 i-HCsEZ FC NacmaU?ak8Ji IxgHKymxgDFwxvifObry986N Scale=1:12.8 3 2x4 11 5 6.00 12 '-"-'-P ' N O N c. 2 v 1 eo O 4 2x4= 2x4 11 4-3-8 --- -- -- ' 4-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=124/3-3-15,2=168/3-3-15 Max Horz 2=84(LC 12) Max Uplift 4=-47(LC 12),2=52(LC 12) 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 4-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 4 and 52 lb uplift at joint 2. 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 1 I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with MiTek®connectors.This design 5 based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must 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/TPI1 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 3 Qty Ply 1 112731497 14759T0 T01 COMMON 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:11 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-IOQcnaD?LvuR699wh0D_T2gWpAGkyiM48LPx8Hy986M 1.2-0I 2-6-0 I 3-10-0 I 5-2-0 6-6-0 I 7-8-0 1-2-0 1-4-0 1-4-0 1-4-0 1-4-0 1-2-0 4x5 II Scale=1:16.9 4 6.00Ni pi 1 24 il 5 3 li n `f( 2 1 , � ihilli 6 7 IE _ANI PIP WairoMINIEll .1111=1111=11.11M Mks 1:1":?. U12 11 10 9 8 3x6 I I 3x611 0-5-4I 1-2-0 I 2-6-0 I 3-10-0 I 5-2-0 6-6-0 I 7-2-12 1 7-8-0 0-5-4 0-8-12 1-4-0 1-4-0 1-4-0 1-4-0 0-8-12 0-5-4 ' Plate Offsets()(,Y)— [1:0-0-0,0-0-4],[1:0-0-8,0-6-2],[7:0-0-0,0-0-4],[7:0-0-8,0-6-2] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 9 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 9 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:34 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=307/0-3-8,7=307/0-3-8 Max Horz 1=45(LC 11) Max Uplift 1=-156(LC 12),7=-156(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-288/400,2-3=-287/410,3-4=-272/443,4-5=-272/443,5-6=-287/410,6-7=-288/400 BOT CHORD 1-12=-291/235,11-12=-291/235,10-11=-291/235,9-10=-291/235,8-9=-291/235, 7-8=-291/235 WEBS 4-10=-290/135 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 3-10-0,Exterior(2)3-10-0 to 6-10-1 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 1 and 156 lb uplift at joint 7. 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. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut 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 tracing M iTe k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Skeet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply I 1 112731498 14759T0 T02 Common 3 1 j I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:12 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1i-Da_wEd6DOIkJk7FkkDOFNg8acTh9nDN?8Vgky986L 3-10-0 7-8-0 3-10-0 3-10-0 4x5 II Scale=1:18.9 3 6.0012 20 19 r1 5x6 45x6 2 1 5 10. 411114P 111. Vills III • 0 PA 1.9 2x4 II " I 3x8 II 10-5-4 I 3-10-0 7-2-121 7-8.0 0-5-4 3-4-12 3-4-12 0-5-4 Plate Offsets(X,Y)- [1:0-2-4,0-1-51,[5:0-5-8.0-1-5] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 6-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 6-17 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:37 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 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=307/0-3-8,5=307/0-3-8 Max Horz 1=-45(LC 10) Max Uplift 1=-189(LC 12),5=-189(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-252/373,3-5=-2521373 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 3-10-0,Exterior(2)3-10-0 to 6-10-5 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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 189 lb uplift at joint 1 and 189 lb uplift at joint 5. 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. SIMMQ WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE pill 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 bracirri Mitek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatbn,storage,delivery,erection and bracing of trusses and truss systems.seeANSUlPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available horn Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply II 112731499 14759T0 T03 Hip Girder 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:13 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-inYMCGEFsX89LTJJpRFSZTvpB_u8QYONcfu2CAy986K 2-0-0 6-10-8 11-9-0 13-9-0 2-0-0 4-10-8 4-10-8 2-0-0 Scale=1:23.1 7x10% NAILED 6.00 12 NAILED NAILED 2x4 I( NAILED 7x10= 3 nn 119220n 4 22n1nn 222n 5 4x5 G 0 I I I I a ill /Si 84x5 2 �I I I I I I 1 ` 7 d >- Il Il n n a Il Il fl Il -_• d X 10 2324 9 25 26 NAILED 8 2x4 II NAILED NAILED 4x10- 2x4 II 3x8 I I NAILED 3x8 II 2-0-0 6-10-8 11-9-0 13-9-0 2-0-0 I 4-10-8 4-10-8 2-0-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-61,[3:0-6-12,Edgel,[5:0-6-12,Edge],[7:0-5-8,0-0-61 _ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.06 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.08 9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=564/0-5-8,7=564/0-5-8 Max Horz 1=24(LC 24) Max Uplift 1=-231(LC 5),7=231(LC 4) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-766/355,3-4=-1312/662,4-5=-1312/662,5-7=-766/355 BOT CHORD 1-10=-287/636,9-10=-283/639,8-9=-278/639,7-8=-2821636 WEBS 3-9=-379/719,4-9=-335/249,5-9=-379/719 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231 lb uplift at joint 1 and 231 lb uplift at joint 7. 7)'NAILED"indicates 3-10d(0.148'x3')or 3-12d(0.1485(3.25')toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)99 lb down and 122 lb up at 2-0-0,and 99 lb down and 122 lb up at 11-9-0 on top chord,and 27 lb down and 13 lb up at 2-2-2,and 27 lb down and 13 lb up at ' 11-6-2 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:1-3=-60,3-5=-60,5-7=-60,11-15=-20 Concentrated Loads(Ib) Vert:10=-8(F)8=-8(F)23=-3(F)24=-3(F)25=-3(F)26=-3(F) t Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MlI-7073 rev.10/032015 BEFORE USE. ml• Design valid for use only with MiTek®connectors.lhk 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 applic:ablity 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 Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type - - Qty Ply TI2731500 14759T0 T04 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:15 2017 Page 1 ID:TMAX8iH HPITOooR 15bw4u8yBj 1 i-e9g7cyGVO80tbnTiwslweu?BhnYhuVyg3zN9H3y9861 I 4-10.0 10-7-0 I 14-7-0 4-10 0 5-9.0 4-0.0 Scale=1:24.5 6x6 11 6x6 1/ 2 17 18 3 i 6.00 FIF 19 16 44x5. _ d 5 N 15 - 1 d • 76 a 7 6 2x4112x411 3x4= 3x8 II 4-10-0 10-7-0 14-7-0 4-10-0 I 5-9.0 4-0-0 Plate Offsets(X,Y)-- [1:0-0.0,0-0-10],[5:0-5-8,0-0-6] _ I LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL- in (loc) I/detl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.19 7-10 >944 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:56 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 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=583/0-3-8,5=583/0-5-8 Max Horz 1=53(LC 11) Max Uplift 1=-153(LC 12),5-154(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-883/385,2-3=-738/401,3-5=-865/408 BOT CHORD 1-7=-292/734,6-7=-2881738,5-6=-290/732 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-0,Exterior(2)4-10-0 to 14-7-0 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 20.0psf 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 153 lb uplift at joint 1 and 154 lb uplift at joint 5. 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. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE.anI t Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for Individual building component,not mit a truss system.Before use,the building designer must verity 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 Mile k, Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon avalabie from Truss Plate Institute.218 N.Lee Street-Suite 312-Alexandrlo,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply TI2731501 14759T0 T05 Hip 1 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:16 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-6MEVgIH89SW kCx2uUZp9A5XGXBuFdycpld6ipVy986H 6-10-07.8-8 1 8-7-0 1 14-7-0 1 6-10-0 0-10-8 0-10-8 6-0-0 Scale=1:27.8 3x6= 2x4 I 3x6= 2 3 4 1 - 6.00 FE 17 16 184x5\ d ,5 5 m 6 414/ 16 — o 7 2x4 11 3x4= 3x8 I I 6-10-0 7-8-8 8-7-0 14-7-0 6-10-0 1 0-10-8 10-10-8 I 6-0-0 1 Plate Offsets()(,Y)-- [1:0-0-0,0-0-10],[2:0-3-0,0-2-01,[4:0-4-0,0-2-81,[6:0-5-8,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.10 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.20 7-10 >886 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:54 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 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=583/0-3-8,6=583/0-5-8 Max Horz 1=77(LC 11) Max Uplift 1=-153(LC 12),6=154(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-791/340,2-3=-629/370,3-4=-629/370,4-6=-768/355 BOT CHORD 1-7=-216/629,6-7=-216/629 WEBS 3-7=0/302 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=oft;Cat. II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-10-0,Exterior(2)6-10-0 to 8-7-0,Interior(1)12-9-15 to 14-7-0 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 20.0psf 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 153 lb uplift at joint 1 and 154 lb uplift at joint 6. 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 MB--7473 rev.10/03/2015 BEFORE USE. tat Design valid for use only with MITeke connectors.TNs 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. Brachg 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 t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ' Qty Ply T12731502 14759T0 T06 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:16 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-6MEVgIH89SW kCx2uUZp9A5XFQBtOdyZpId6ipVy986H I 7-8-8 14-7-0 7-8-8 6-10-8 Scale=1:27.7 5x6= 2 6.00 12 14 15 16 13 4x5 3 4 1 �,� Id ut tri MI 16 b 0 1112.1 5 ►M 2x4 II 3x4= 3x8 i I 7-8-8 14-7-0 7-8-8 I 6-10-8 Plate Offsets(X,Y)-- [1:0-0-0,0-0-10],[4:0-5-8,0-0-6] 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.10 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.20 5-8 >875 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.12 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:551b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 ROT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=583/0-3-8,4=583/0-5-8 Max Horz 1=86(LC 11) Max Uplift 1=-153(LC 12),4=-154(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-778/298,2-4=-756/310 BOT CHORD 1-5=-167/611,4-5=-167/611 WEBS 2-5=0/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-8,Exterior(2)7-8-8 to 10-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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 153 lb uplift at joint 1 and 154 lb uplift at joint 4. 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. 1 1 A WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED ARTEK REFERANCE PAGE M6-7473 rev.10103/2015 BEFORE USE. la 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 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUlPI1 Qualify Criteria,DSB-89 and BCSI Building Component Safely Informalion available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type 4 Qty Ply I T12731503 14759T0 T07 Roof Special 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:17 2017 Page 1 I D:TMAX8iHH PITOooR15bw4u8yBj1i-aYott eHmwlfbg4d42HKOjJ4PwbDAMOHzW HsGLxy986G I 7-8-8 12-10-8 14-7-0 7-8-8 5-2-0 I 1-8-8 5x6_ Scale=1:27.8 2 ...all, Alb 111%4111111111111 6.00,12 11 12 Ir 11 �` 3 6x6= 42x4 1 10 1 as N ke. N 1 a I M; 0 6 5 2x4 I 4x5= 3x4= 7-8-8 14-7-0 7-8-8 i 6-10-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.10 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.21 6-9 >814 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:56 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 REACTIONS. (lb/size) 1=578/0-3-8,5=578/Mechanical Max Horz 1=78(LC 11) Max Uplift 1=-149(LC 12),5=-155(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-762/287,2-3=-726/284 BOT CHORD 1-6=-203/596,5-6=-203/596 WEBS 2-6=0/316,3-5=-767/327 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-8,Exterior(2)7-8-8 to 10-8-8,Interior(1)12-10-8 to 14-5-4 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 psi bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1 and 155 lb uplift at joint 5. 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-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7073 rev.10/03/2015 BEFORE USE to II Design valid for use only with MITekS)connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must 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 6904 Parke East Blvd fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,058-89 and BCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type t Qty Ply T12731504 14759T0 TO8 Roof Special 1 1 ' Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:18 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-2kLFF_IOh3nSSECGc_rdGW df9?aD5gA6IxbptNy986F 6-0-0 6-10-8 7-9-0 10-0-8 13-9-0 6-0-0 0-10-8 0-10-8 I 2-3-8 I 3-8-8 Scale=1:26.8 3x6= 2x4 II 3x6= 3 4 5 6.00 12 !- -' — 6 6x6_ 2x4 II 7 14 r b lb 9 4x5 i 2 of 1 1� N ,..- 9 8 2x4 II 4x5 3x8 11 6-0-0I6-10-8 7-9-0 10-0-8 13-9-0 6-0-0 ' 0-10.8 10.10.8 I 2-3-8 I 3-8-8 Plate Offsets(X,Y)— (1:0-2-4,0-0.6),13:0-3-0,0-2-n15:0-3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.05 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:60 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 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=544/0-5-8,8=544/Mechanical Max Horz 1=77(LC 12) Max Uplift 1=-134(LC 12),8=-157(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-620/285,3-4=-542/306,4-5=-542/306,5-6=-606/290 BOT CHORD 1-9=-256/542,8-9=-256/542 WEBS 6-8=-617/309,4-9=0/284 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. Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 7-9-0,Interior(1)10-0-8 to 13-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 1 and 157 lb uplift at joint 8. 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. 6 __ III 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ADS-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brachg Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality 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 - * Qty Ply T12731505 14759T0 T09 Root Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:19 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-WxvdSKJOSNvJ3OnT9iMsok9rHOyagD6F_bLMQgy986E 4-0-0 8-8-12 13-2-0 13-9-0 l { i 4-0-0 4-8-12 4-5-4 0-7-0 l Scale=1:23.6 3.00 12 2x4 II 7x10% 3x6= 4x5= 6 3 is 4 16 5 �i 6.00 12 j 14 0 -i • �L 4x5 i 2 a 0c4 1 111 9 a 7 2x4 II 4x5= 4x5= 3x8 II 4-0-0 8-8-12 13-9-0 4-0-0 I 4-8-12 l 5-0-4 Plate Offsets(X,Y)— (1:0-2-4,0-0-6],[3:0-4-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 8-9 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.45 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-AS Weight:71 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 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=544/0-5-8,7=544/Mechanical Max Horz 1=87(LC 12) Max Uplift 1=-136(LC 9),7=-218(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-727/315,3-4=-721/314 BOT CHORD 1-9=-322/604,8-9=-320/607,7-8=-318/721 WEBS 4-7=-777/348 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 8-2-15,Interior(1)13-2-0 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)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 136 lb uplift at joint 1 and 218 lb uplift at joint 7. 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-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES(REFERANCE PAGE MA-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 tin a truss system.Before use,the twkding 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 M iTe k Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 712731506 14759T0 T10 Roof Special Girder 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:20 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-_7TOgfKeDg1AhYLfjPt5LxiO3oHXZgW PDF4wyGy986D 2-0-0 5-7-0 9-2-0 13-9-0 2-0-0 I 3-7-0 I 3-7-0 4-7-0 Scale=1:23.6 3.00 FIT 2x4 I I 6 7x10% NAILED 6.006_ '— 3 NAILED 4 4' NAILEDnn 4x5 15II • 17II 5, 0. i ; i2 1 J o 4• 10 18 9 19 20 7 2x4 ' NAILED 4x5= NAILED NAILED 4x5= 4x5= 3x8 11 2-0-0I 5-7-0 9-2-0 13-9-0 2-0-0 3-7-0 3-7-0 4-7-0 Plate Offsets(X,Y)-- (1:0-2-4,0-0.6),[3:0-4-4,0-2-0] i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl UdPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL" 125 BC 0.35 Vert(CT) -0.08 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSI Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-3 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=556/0-5-8,7=550/Mechanical Max Horz 1=87(LC 21) Max Uplift 1=-201(LC 4),7=-227(LC 4) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-728/307,3-4=-1184/528,4-5=-1075/416 BOT CHORD 1-10=-313/600,9-10=-310/602,8-9=-578/1184,7-8=-464/1063 WEBS 3-9=-293/638,5-7.1101/483 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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 201 lb uplift at joint 1 and 227 lb uplift at joint 7. 7)°NAILED°indicates 3-10d(0.148"x3")or 3-12d(0.148°x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)99 lb down and 122 lb up at 2-0-0 on top chord,and 27 lb down and 13 lb up at 2-2-2 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:1-3=-60,3-5=-60,5-6=-60,7-11=-20 Concentrated Loads(lb) Veil:10=-8(B)18=-3(B)19=-3(B)20=-3(B) 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MRFK REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE. itegi` Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall • building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stabIllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdkabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 112731507 14759T0 T11 COMMON SUPPORTED GAB 1 1 iJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:21 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-TJ1 Ot?KG_91 JiwrH7PKt9FFMCigIEmYRvgTUiy986C 5-5-8 10-11-0 5-5-8 I 5-5-8 5x6= Scale=1:20.5 5 I. 6.0012 6 4 7 3 18 17 N m — — 8 2 _ _ 9 1 16 15 14 13 12 11 10 3x4= 3x4= 10-11-0 II 10-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-11-0. (ib)- Max Horz 1=-68(LC 10) Max Uplift All uplift 100 lb or less at joint(s)14,15,16,12,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 2-9-8,Exterior(2)2-9-8 to 5-5-8,Comer(3)5-5-8 to 8-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf 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)14,15,16,12,11, 10. t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Nal^ Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an kdfadual 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 M iTe k' is always required for stability and to prevent collapse with possble personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type - Qty Ply T12731508 14759T0 T12 Roof Special Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:22 2017 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj l i-xW bmSLLull HtwsV2rgwZOMnGGcuS 1 W pigZZ 119y986B 4-11-0 5-6-8 9-4-8 9-10-8 I 4-11-0 0-7-8 3-10-0 l 0-6-0 Scale=1:20.3 4x6= 3 3x6= 2 liplim.72 4 6.00 12 IIIIIIIIIIIIKw �■ r QS 1 mil MIll I MIME EMI I I I I MI 1,1 1 Iti la I. 13 148 7x6_ 15 16 7 �/ THD28 JUS24 JUS24 JUS24 5x6 II 7x6= 4-11-0 5-6-8 9-4-8 9-10-8 I 4-11-0 I 0-7-8 l 3-10-0 10-6-0 l Plate Offsets(X,Y)- [1:Edge,0-3-12],[1:0-5-10,0-0-81,[1:0-0-8,0-0-41,[2:0-6-12,0-2-81,[4:0-2-12,0-1-81,[7:0-3-12,0-2-81,[8:0-3-0,0-5-81 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, BOT CHORD 2x8 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 6=1406/0-5-8,1=1478/0-5-8 Max Horz 1=104(LC 25) Max Uplift 6=-561(LC 5),1=-469(LC 8) FORCES. (ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1837/639,2-4=-1673/634,4-7=-1188/486 BOT CHORD 1-8=-612/1596 WEBS 4-8=-699/1863,2-8=-261/637 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=561,1=469. 7)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-9-4 from the left end to connect truss(es)to back face of bottom chord. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-9-4 from the left end to 7-9-4 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,2-12=-20,4-12=-60,4-5=-20,6-9=-20 Concentrated Loads(Ib) Vert:13=-558(B)14=-524(B)15=-524(B)16=-530(B) 1 Id. 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1.111-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.Ns design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must 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 Wei( 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/JPI1 Quality Criteria,DSB-89 and BCSI BuHding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731509 14759T0 T13 Half Hip 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:22 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj t i-xW bmsLLulI HtwsV2rgwZQMnJYcyi 1 fiigZZ119y9868 5-3-8 9-4-8 9-10-8 5-3-8 I 4-1-0 0-6-0 Scale=1:22.3 4x5= 3x4_ 3 14 4 5 6.00 12 1 ;1 IVA w 13 • 4x5 •i ch 2 1 MO1 I mu III immi " " 1 ►= 83x4= 7 ►= 3x4 II 6 3x8 11 5-3-8 9-4-8 19-10-81 5-3-8 4-1-0 0-6-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-6) LOADING(psf) I SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.04 7-8 >999 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.14 Horz(CT) -0.01 1 rVa n/a BCDL 10.0 Code FBC2017/TPf2014 Matrix-AS Weight:48 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 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=385/0-5-8,6=354/0-5-8 Max Horz 1=109(LC 12) Max Uplift 1=-79(LC 12),6=-123(LC 9) Max Gray 1=385(LC 21),6=354(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-365/190,3-4=-322/235,4-7=-358/275 BOT CHORD 1-8=-243/326 WEBS 4-8=-280/368 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=241t;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-8,Exterior(2)5-3-8 to 9-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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)1 except(jt=lb) 6=123. 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. r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE AM-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 huss system.Before use.the building designer must verify the appilcabAity of design parameters and property incorporate this design into the overall buidin g design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing if k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731510 14759T0 T14 Half Hip 1 1 Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:23 2017 Page 1 I D:TMAX8iHHPITOooR15bw4u8yBj 1 i-Pi981hMXW bPkY?4EOYRozaKXmOIxm5UrvDJaZby986A 6-3-8 9-4-8 9-10-a I 6-3-8 3-1-0 0-6-0 Scale=1:25.1 4x5= 3x4= 3 4 5 PM NU MEI 6.00 12 14 P:- 13 O 4x5 i a 2 1 it :: OM 8 3x4= 7 ► 2x4 II 6 3x8 II 6-3-8 9-4-8 10-81 1 6-3-8 3-1-0 0-6-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-61,[3:0-2-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 8-11 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.17 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:50 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 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=385/0-5-8,6=354/0-5-8 Max Horz 1=130(LC 12) Max Uplift 1=-72(LC 12),6=117(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-378/149,3-4.275/212,4-7=-418/316 BOT CHORD 1-8=-221/281 WEBS 4-8=-347/444 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=24tt;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-3-8,Exterior(2)6-3-8 to 9-3-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 6=117. 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 MA-7473 rev.10/0312015 BEFORE USE. imi• Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a hum system.Before use,the building designer must verify the applicablly of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' Ls 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/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731511 14759T0 T16 MONOPITCH SUPPORTED 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:24 2017 Page 1 I D:TMAX8i HH PITOooR15bw4u8yBj t i-tuj W V 1 N9HvXbA9fQyFy1 VnsIMPkTVah_7t2751y9869 6-9-8 6-9-8 Scale=1:13.3 5 3.00 FIT 4 3 10 2 L_ 1 9 8 7 6 3x4= LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/f PI2014 Matrix-P Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 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 REACTIONS. All bearings 6-9-8. (lb)- Max Horz 1=41(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8,9 Max Gray All reactions 250 lb or less at joint(s)1,6,7,8,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 2-9-8,Exterior(2)2-9-8 to 6-7-12 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/IPI 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 tail 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)1,6,7,8,9. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. f, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for 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 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 possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI,Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Ali Safely Information avdlable from Teas Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ' Qty Ply T12731512 14759T0 T17 HALF HIP 10 1 ;Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256,DETAILS 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Dec 14 13:49:08 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj1 i-yObQgyaul COS7W AnZi r8v1DGdVCd_f4DFJuFuuy92FP 3-6-8 6-9-8I 9-3-3 i 11-8-13 I 14-2-8 I 16-8-3 i 19-1-13 21-11-0 3-6-8 3-3-0 2-5-11 2-5-11 2-5-11 2-5-11 2-5-11 2-9-3 Scale=1:38.1 3.00 12 3x4 II 4 23(4 II 2x4 I I 3 2 22 23 w 5 5x12= 6 7 24 8 9 25 10 11 vot a 1 _ ✓ w BM w i. _�� 4 v a 1 4 K 17 16 15 14 13 12 4x10 I 6x8= 4x10= 3-6-8 6-9-8 10-6-0 14-2-8 17-11-0 21-11-0 3-6-8 I 3-3-0 I 3-8-8 I 3-8-8 l 3-8-8 I 4-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge) LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.36 15 >719 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.63 15 >414 240 BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.21 15 >999 240 Weight 109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-16:2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=761/0-5-8 (min.0-1-8),1270/0-5-8 (min.0-1-8) Max Horz 1=62(LC 12) Max Uplift 12=-114(LC 9) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-565/21,2-22=-1696/0,22-23=-1688/0,3-23=-1677/0,3-4=-296/0,5-6=-3976/0, 6-7=-3800/154,7-24=-3282/311,8-24=-3282/311,8-9=-3282/311,9-25=-2016/267, 10-25=-2016/267 BOT CHORD 1-17=-43/1601,16-17-0/3679,15-16=-84/3853,14-15=-243/3718,13-14=-324/2555, 12-13=-228/1467 WEBS 3-17=0/591,5-17=-2170/0,6-16=-30/399,7-14=-473/0,9-14=-5/789,9-13=-704/75, 10-13=-50/719,10-12=-1521/235,3-5=-1332/34 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21-9-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 12. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-4=-50,5-11.50,12-18=-5 Concentrated Loads(Ib) Vert:5=-234 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED 6fl7EK REFERANCE PAGE AV-7473 rev.10/032015 BEFORE USE. mil. Design valid for use only with Mltek8 connectors.This designs 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 iTe k is always required for stability and to prevent collapse wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information ava@oble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ' Qty Ply T12731513 14759T0 T18 Half Hip Girder 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:27 2017 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-HTOf83P 1 ZgvA1 dO?dNW k7QU2EdYPijpRgrHniMy9866 27-6-8 I 6-0-0 6-0-0 I 93-11122 13-3-1119 I 1126-5-126-5-8-0e 2 o27--08 11:21-04 2 24 -1-7--48 I 272-74-8 0-'I-0292--1S1O-8 I 33-3.234-12 I 236-.90-182 I 38-2-110431-0 I 4 32-21-8 8 I 442-91-18-0 Scale=1:80.9 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 II NAILED NAILED NAILED NAILED NAILED 6.00 12 6x6 1, NAILED 4x10= 7x14 MT2OHS= NAILED 4x12 NAILED 7x6 NAILED 2x4 I I NAILED 6x8= NAILED 5x6 2 31 3 32 433 5 34 35 6 36 37 7 38 39 8 40 41 42 43 9 44 45 46 10 an _ nn air lin ae � m oD ne i a7n ni ° nn en 5x6 �� n 1� )[7:fl�Tif�ii crS Y o n Ise°D »u�.17 1•d�m>;ec 63 Io n `__ o ++) 2°74x231053= 4 353 54 22 55 56 18 19 57 16 58 59 60 15 61 12 62 11 10 `� m n r u r1. 25 7x10=NAILED 2x4 51 52 4x10= 6x8 1` 3x4 I I 3x4 I 2x4 II 3x5 II 30 29 28 2il 712 = NAILED 3x4 II 7x6= 3x4 I I NAILED NAILED 2x4 I I 47 48 49 50 3x4 i 1 NAILED NAILED NAILED NAILED 3x4= 3x5 I 4x10= 4x5= 2x4 I I NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 16-5-8 27-6-8 I 6-0-0 I 9-11-12 I 13.118 1441-0 I 20-7-8 at_1o� 24-9-8 I 27-4-8 II 29-11-8 I 33-2-12 I 36-0-8 I 38-11-0 I 42-1-8 I 44-11-0 I 6-0-0 3-11-12 3-11-12 0-682-58 4-2-0 2-1 2-11-4 2-7-0 0-2-02-5-0 334 2-9-12 2-10-8 3-2-8 2-9-8 Plate Offsets(X,Y)— [10:0-2-4,0-2-8],[11:Edge,0-3-8],[23:0-3-8,Edge],[26:0-5-8,Edge],[30:0-2-12,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.41 16-17 >915 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.72 16-17 >519 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress•Incr NO WB 0.92 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:281 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except` TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, 1-2,7-9:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. 4-27,5-24,20-21,17-19,12-14:2x4 SP No.3,15-18:2x4 SP SS WEBS T-Brace: 2x4 SP No.3-3-26 WEBS 2x4 SP No.3*Except* 2x6 SP No.2-6-23 6-23,10-15,6-18,7-16,9-16:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131°x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):18 REACTIONS. (lb/size) 11=1994/0-3-8,30=-168/0-5-8,26=4916/(0-5-8+bearing block) (req.0-5-13) Max Horz 30=197(LC 8) Max Uplift 11=-745(LC 5),30=-340(LC 18),26=-1963(LC 8) Max Gray 11=1994(LC 18),30=50(LC 6),26=4916(LC 1) FORCES. (Ib)-Max Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-88/656,2-3=-45/578,3-4=-1508/4273,4-5=-976/2729,5-6=-962/2700, 6-7=-4160/1429,7-8=-4861/1741,8-9=-4861/1741,9-10=-3427/1287,11-13=-1942/754, 10-13=-1842/762,1-30=-90/465 BOT CHORD 28-29=-1408/363,4-26=-1920/747,24-26=-351/100,5-23=-460/259,22-23=-627/1815, 21-22=-627/1815,18-21=-559/1582,17-18=-1415/4028,16-17=-1482/4261, 15-16=-1340/3542 WEBS 2-29=-684/323,3-29=-609/1491,3-28=-166/843,26-28=-1510/381,3-26=-3820/1534, 6-23=-4975/1752,10-15=-1374/3665,1-29=-648/199,6-22=-2/476,7-18=-925/491, 6-18=-899/2599,8-16=-514/298,7-16=-322/666,9-15=-1227/562,9-16=-478/1461. 23-26=-3996/1437,4-23=-770/2234 NOTES- 1)(++)2x4 SP No.2 bearing block 12"long at jt.26 attached to front face with 2 rows of 10d(0.131"x3")nails spaced 3"o.c.8 Total fasteners.Beating is assumed to be SP No.2. 2)Unbalanced roof live loads have been considered for this design. 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=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.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)except(jt=lb) 11=745,30=340,26=1963. 9)°NAILED"indicates 3-10d(0.148"x3°)or 3-12d(0.1485(3.25")toe-nails per NDS guidlines. . \ l _ �uP�ori ��e CQilii WA7{NINGPVlIrlty design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.10/032OI5 BEFORE USE mil mil Design valid for use only with MITek n®connectors.This design is based only upon parameters shown,and Is for an Individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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,seeANSU1PII Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovdtable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type - Qty Ply T12731513 14759T0 T18 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:28 2017 Page 2 ID:TMAX8iHHPIT000R 15bw4u8yBj 1 i-Ify1 LPQfK811 enzBB51 zgd 1 D_1 ueRA3a2VOLEoy9865 NOTES- 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-10=-60,27-30=-20,24-26=-20,19-20=-20,21-23=-20,14-17=-20,11-12=-20 Concentrated Loads(Ib) Veil:2=-103(F)4=-37(F)24=-56(F)5=-101(F)19=-56(F)29=-49(F)3=-103(F)28=-49(F)6=-85(F)7=-101(F)22=-73(F)31=-103(F)32=-103(F)34=-85(F)35=-85(F) 36=-85(F)37=-101(F)38=-101(F)39=-72(F)41=-72(F)42=-72(F)43=-72(F)44=-72(F)45=-72(F)46=-101(F)47=-68(F)48=-97(F)49=-49(F)50=-49(F)51=-56(F) 52=-56(F)53=-73(F)54=-73(F)55=-73(F)57=-85(F)58=-85(F)59=-85(F)60=-85(F)61=-85(F)62=-85(F)63=-56(F) A 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.Ibis design Is based only upon parameters shown,and Is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brackng indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate tnsttlute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type - Qty Ply T12731514 14759T0 T19 Half Hip 1 1 I Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:29 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4uByBj1 i-EsW PZkRH5R9uGwXOIoYCCraQTQFUAgskH9mumFy9864 I 8-0-0I 13-11-8 I 16-5-8 I 20-1-2 1 24-9-8 36-2-11 29-11-8 1 32-4-5 1 38 -5-14 1 42- 1-8 1 44-11-0 I 8-0-0 5-11-8 2-6-0 3-7-10 4-8-611-5-3' 3-8-13 2-4-13 6-1-10 3-7-10 2-9-8 Scale=1:80.9 6x6 11 5x12= 6x6= 6x6= 4x5= 455= 6.00112 2 30 3 31 4 5 6 7 8 O - [3 r' Sx6 29 26 n Tr v q 1 16 r a l"1 - O t= - o d j 4x5= ia�'- 1� 4x5= 16 15 14 13 12 0 0 0 17 4x5= 7x10= 6x6= 4x5= 10 9 N 1 , `� 4x5 11 21 20 19 3x4 II 4x10= 16-5-8 8-0-0 l 13-17$ 14 0 20-1-2 I 24-9-8 ?6.2-11 29-11-8 1 32.4-s 38-5-14 1 42-1-8 + as-11-0 8-0-0 5.11.8 06.82-5-8 3-7-10 4-8-6 15-31 3-8-13 2.4.13 6-1-10 3-7-10 2.9-8 Plate Offsets(X,Y)- [1:0-2-12,0-2-01[3:0-6-0,0-2-01,[9:Edge,0-3-81 I LOADING (psf) : SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.17 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.81 Vert(CT) -0.35 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) -0.07 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:274 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*Except* BOT CHORD Rigid ceiling directly applied. Except: 3-19,17-22,23-24,25-26,10-27:2x4 SP No.3 5-5-0 oc bracing:16-18 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1261/0-3-8,21=478/0-5-8,18=1937/0-5-8 Max Horz 21=238(LC 12) Max Uplift 9=-374(LC 9),21=-75(LC 12),18=-514(LC 12) - Max Gray 9=1261(LC 21),21=478(LC 21),18=1937(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-385/98,3-4=-1565/500,4-5=-2449/771,5-6=-2449/771,6-7=-2478/771, 7-8=-1740/537,9-11=-1208/400,8-11.1148/423,1-21=-401/170 BOT CHORD 20-21=-303/216,16-18=-1855/691,3-16=-1780/714,14-15=-515/1601,13-14=-787/2504, 12-13=-537/1740 WEBS 2-20=-274/249,3-20=-277/539,4-15=-884/376,3-15=-604/1978,4-14.303/998, 5-14=-356/207,6-13=-331/202,7-13=-274/864,7-12=849/381,8-12=-615/1943 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=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-0-0,Exterior(2)8-0-0 to 12-2-15 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21 except(jt=lb) 9=374,18=514. 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. pa Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual buiding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ` Qty Ply 1 T12731515 14759T0 T20 Half Hip 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:30 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-i24om4RwslHlu46aJW3R126a5gbgv8stWpVSJhy9863 5-1-12 10-0-0 13-11-8 16-5-8 20-1-2 24-9-8 2-1 29-11-8 32-4-5 38-5-14 42-1-8 44-11-0 51-12 1 4-10-4 1 3-11-8 ' 2-6-0 3-7-10 1 4-8-6 t1-5-3' 3-8-13 1 2-4-13 I 6-1-10 1 3-7-10. 12-9-8 Scale=1:80.9 6x6 5x12= 6x6= 6x6= 4x5= 4x5= 6.00 112 3 32 4 33 5 6 7 8 9 11-11 7 17[V,' {619-1 6 N 4x5ii 2 31 30 \INNS 4x5 i1p „ T j - ' II----� 11 IT v 19 16 15 14 13 ■■ l o13 N 4x5 184x5= 7x10= 6x6= 4x5= 11 10 ¢ 1\ C14. 11-11 = 4x5 II 23 22 21 20 4x5= 4x10= 16-5-8 I 5-1-12 1 10-0-0 1 13-11-8 14--0 1 20-1-2 1 24.9-8 26-2.l 29-11-8 1 32-4-5 1 38-5-14 I 42-1-8 I 44-11-0 1 5-1-12 4-10-4 3.11-8 0.d-g 2-5-8 3-7-10 4.66 I1 S3 3.8.13 2-4-13 6-1-10 3-7-10 2-9-8 Plate Offsets(X,Y)-- [4:0-6-0,0-2-0],[10:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.15 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.31 11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) -0.05 19 n/a n/a - BCDL 10.0 Code FBC2017/rPI2014 Matrix-AS Weight:301 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*Except* BOT CHORD Rigid ceiling directly applied. Except: 4-20,18-24,25-26,27-28,11-29:2x4 SP No.3 5-7-0 oc bracing:17-19 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1264/0-3-8,23=485/0-5-8,19=1927/0-5-8 Max Horz 23=279(LC 12) Max Uplift 10=-376(LC 9),23=-61(LC 12),19=527(LC 12) Max Gray 10=1264(LC 21),23=485(LC 21),19=1927(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-430/105,4-5=-1249/408,5-6=-1936/616,6-7=-1936/616,7-8=-1955/612, 8-9=-1373/425,10-12=-1211/402,9-12=-1154/425,1-23=-437/132 BOT CHORD 22-23=-295/172,21-22=-278/351,17-19=-1861/704,4-17=-1791/729,15-16=-419/1277, 14-15=-625/1976,13-14=-425/1373 WEBS 2-21=-302/219,4-21=-264/495,5-16=-886/375,4-16=-511/1680,5-15=-251/835, 6-15=-354/207,7-14=-333/204,8-14=-237/737,8-13=-854/385,9-13=-525/1655, 1-22=-3/327 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=5ft;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 10-0-0,Exterior(2) 10-0-0 to 14-2-15 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23 except(jt=lb) 10=376,19=527. 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-Verify design parameters and READ NOTES ON THIS AND INCLUDED AfI EK REFERANCE PAGE 81/1.7473 rev.10/03/2015 BEFORE USE. lilDesign valid for use only with Milek1 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 appilcablity of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guridence regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tess Plate Institute-218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply j 1127315161 14759T0 T21 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:32 2017 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-eRCYBmTAOMXT7OGzQx5vgTCyNeG6N 1?Az7_YNZy9861 I 5-3-0 17-2-8 I 9-8-8 I 13-1-6 I 18-0-8 19-2- 23-2-8 1 25 -2-10 1 31.5 -0 31.7012 354-8 I 38-2-0 1 3 50 1-11-8 2-6-0 3-4-14 4-11-2 '1-1-8' 4-0-8 2-0-2 6-2-6 0-9J12 3-8-12 2-9-8 Scale=1:68.6 8x12= 6.00 Fir 4x5= 4x5= 6x6= 7x10= 4x5= 2 3 29 430 5 631 7 8 . 28 U '� 4x5 27 1 i 1 \ \ \*/ ,; a 1 r a le i IF, 16 15 13 12 119 IO't78`�q 4x5= 6x6= 7x10= 4x5= 10 3x6 II N 10x12- 19 18 20 4x10= -p-8-p 5-3.0 I 7-2-87-g-0 9$$ I 13-1-6 I 18-0-8 119-2-q 23-2-8 1 25-2-10 1 31-5-0 31 gr12 35.4.8 I 321-:: 9.2-0 0-8-8 5-30 1-11-9 1 2-5-8 3-4-14 4-11-2 1.1-6 4-68 2-0-2 6-2-6 0.4-'12 3-8-12 2-9-0 0.68 Plate Offsets(X,Y)-- [2:0-5-4,0-1-81,[7:0-3-7,0-1-13),[9:0.3-0,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.16 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.32 10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 9 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:289 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*Except* BOT CHORD Rigid ceiling directly applied. 17-21,22-23,24-25,10-26:2x4 SP No.3 WEBS 2x4 SP No.3*Except* 8-9:2x4 SP No.2 REACTIONS. (lb/size) 9=1177/0-3-8,16=2143/0-5-8,20=-190/0-8-8 Max Horz 16=101(LC 12) Max Uplift 9=-357(LC 9),16=-536(LC 12),20=-312(LC 22) Max Gray 9=1179(LC 22),16=2143(LC 1),20�3(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=64/332,2-3=-97/522,3-4=-628/247,4-5=-1276/434,5-6=-1442/475, 6-7=-1444/474,7-8=-1108/354,9-11=-1126/383,8-11=-1064/408,1-20=-72/360 BOT CHORD 3-16=-136W471,15-16=548/115,14-15=-2421628,13-14=-441/1302,12-13=-343/1087 WEBS 2-19=-211/635,16-19=-304/190,2-16=-966/409,7-12=-738/362,1-19=-381/171, 8-12=-453/1382,5-14=-500/239,4-15=-999/402,4-14=-259/900,3-15=-483/1591, 6-13=-336/198,7-13=-170/477 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-3-0,Exterior(2)5-3-0 to 8-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=357,16=536,20=312. 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. 1 mit V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MJTEK REFERANCE PAGE MI-7473 rev.1047312015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an indMdual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erecton and bracing of trusses and truss systems,seeANS1/IP11 Quality Criteda,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 1 712731517�' 14759T0 T22 Roof Special 1 1 Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:33 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-6dlw06Uo9ggKIYr9_ec8Mhk6r2ft6TjJCnk6v0y9860 1 5-3-0 1 7-8-8 1 10-0-10 1 15-0-8 6.0 21-2-8 21r5-8 27-5-0 1 31-7-12 133-4-81 36-2-0 1 5-3-0 2-5-8 2-4-2 4-11-14 1-0-0 5-2-0 0- -0 5-11-8 4-2-12 1-8-12 2-9-8 Scale=1:68.0 6.00 12 5x12 4x5= 6x6= 7x10 z-- 2 2 P9 3 30 4 5 31 32 6 28 n \\::. y` 336x6= 4x5=27 \ 78 1 !, na aL6 rnN/r 11 Uo17 [ i °D L i6 15 34 35 13 12 0 11 $9 Io 019 18 4x5= 6516= 7x10= 4x5= 4x5= 10 4x5 I I o 4x6= 1 sil ® 4x5= 1 o ._ 4x5= 20 21 27-5-0 -7-12 33-4-8 36-2-0 0 8-8 5-2-8 0 G8 2-5-8 1 12-4 20-0-10 I4-1114 1 0 0 21-2-8 245 5-2-0 030$ 5-11-8 I 412-1218 121 I Plate Offsets(X,Y)-- [2:0-8-12,0-2-4],[6:0-4-8,0-2-0],[9:Edge,0-3-8],[14:0-2-0,0-0-11],[14:0.4-0,Edge],[17:0-2.0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.26 10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:292 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*Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20:2x6 SP No.2,18-22,23-24,14-25,10-26:2x4 SP No.3 6-0-0 oc bracing:17-19 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1272/0-3-8,19=1656/0-5-8,21=49/0-8-8 Max Horz 19=56(LC 11) Max Uplift 9=-301(LC 12),19=-355(LC 12),21=-43(LC 12) Max Gray 9=1275(LC 22),19=1656(LC 1),21=59(LC 21) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-748/358,3-4=-1233/508,4-5=-1449/576,5-6=-1455/579,6-7=-1361/491, 7-8=-1012/334,9-11=-1222/415,8-11=-1184/425 BOT CHORD 17-19=-1555/530,2-17=-1498/552,15-16=-256/747,14-15=-413/1257,13-14=-378/1169, 12-13=348/1043 WEBS 7-13=-61/257,7-12=-966/414,8-12=489/1440,4-15=-554/262,3-16=-961/382, 3-15=-254/858,5-14=-397/236,6-14=-153/494,4-14.83/287,2-16=-407/1298 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=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-2-8,Exterior(2)5-2-8 to 30-5-0,Interior(1)30-5-0 to 31-7-12 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)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21 except(jt=lb) 9=301,19=355. 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. 1 N A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. lt Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M;�l lei• 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/TPI1 Quallly Criteria,DSB-89 and SCSI Bulking 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 T12731518 14759T0 T23 Roof Special 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:34 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-apJIcSVQw_oBMiQLYL8NvuHFeROErzLTRQTfSSy986? 6-2-0 13-1-12 24-4-0 28-5-6 32-6-12 35-1-0 6-2-0 I 6-11-12 I 11-2-4 I 4-1-6 I 4-1-6 i 2-6-4 Scale=1:70.0 7x10 6.00 I12 4x5= 6x6= 7x10=-"-- 2 2 , 21 322 4 23 24 5 25 4x5 20 o a . 18 / 4x5__ 6 1 6x6= 2x4 II ,1 m ca 7 6 v er „ N aO IP L: L: il' El 4 �� 13 12 2x4 Il d 18 17 26 16 15 4x5= 4x5= t0 11 9 3x5 II6x6-=.. 4x10= 2x4 I C8= 2x4 I I 4x5 I 4x5= 6-2-0I 13-1-12 i 20-1-8 i 24-4-0 28-5-6 32-3-8 I 35-1-0 6-2-0 6-11-12 6-11-12 4-2-8 4-1-6 3-10-2 2-9-8 Plate Offsets(X,Y)-- [2:0-4-8,0-2-0],[5:0-4-8,0-2-0],[9:Edge,0-3-8],[14:0-2-8,0-2-4],[16:0-2-12,0-2-0],[18:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.14 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.29 10 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.61 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:284 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'Except` BOT CHORD Rigid ceiling directly applied. 10-19:2x4 SP No.3 WEBS 1 Row at midpt 4-15 WEBS 2x4 SP No.3 Web Brace:Length(member) 6-0-4(2-17);6-0-4(3-16); OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1441/0-3-8,18=1392/Mechanical Max Horz 18=-86(LC 10) Max Uplift 9=-335(LC 12),18=-371(LC 12) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1040/397,2-3=-1402/592,3-4=-1570/656,4-5=-1569/654,5-6=-1578/605, 6-7=-1561/514,9-11=-1388/445,1-18=-1337/517 BOT CHORD 16-17=-244/886,13-14=-393/1357,12-13=-416/1355,11-12=-285/882 WEBS 4-14=-352/213,2-17_607/292,2-16=-278/885,3-16=-648/329,14-16=-399/1341, 3-14=-90/257,5-14=-166/519,6-12=-284/177,7-12=-173/623,1-17=-336/1117, 7-11=-1513/534 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=5ft;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 6-2-0,Exterior(2)6-2-0 to 27-4-0,Interior(1)27-4-0 to 32-6-12 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)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 9=335,18=371. 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. 1 _ I _ 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE mi. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must 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 fabricatbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomratton avcilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type - ' Qty Ply 1 1 TI2731519� 14759T0 T24 Hip 1 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:36 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-W CR318W hSb2uc?akfmAr_JMe4FjOJpBmukymV Ly985z I 4-2-12 1 8-2-0 I 14-1-12 i 22-4-0 i 28-0-0 I 32-3-8 35-1-0 4-2-12 3-11-4 5-11-12 8-2-4 5-8-0 4-3-8 2-9-8 Scale=1:72.5 7x10 4x5= 2x4 II 7x10 6.00 FlY 3 23 4 24 5 6 4x5 G 011Q 1 r. i2 ID IL 25 4x5 21 7 4x5 i 1 m ml a ' ID ID 8 � r;$ rntv IDm Nr1 'm /iP.! ..A1111100075 11::::::: m INTO A 5 14 13 1Y �- : I6 20 19 18 26 17 164x5- 4x5= 10 11 9 2x4= 3x5 I 2x4 ii 4x5= 6x6= 4x10= 2x4 48= 2x4 11 3x5 11 1 4-2-12 1 8-2-0 • I 14-1-12 I 20-1-8 122-4-0 I 28-0-0 I 32-3-8 35-1-0 I 4-2-12 3-11-4 5-11-12 5-11-12 2-2-8 5-8-0 4-3-8 2-9-8 Plate Offsets(X,Y)- [3:0-4-8,0-2-0],[6:0.4-4,0-1-12],[8:0-2-4,0-2-0],L15:0-2-8,0-2-4[20:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in poc) Udell Uri PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.08 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:311 lb FT=20% L LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied. 10-12:2x4 SP No.3 WEBS 1 Row at midpt 5-16 WEBS 2x4 SP No.3 Web Brace:Length(member) 7-0-4(3-18);7-0-4(4-17); OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 20=1390/Mechanical,9=1390/0-3-8 Max Horz 20=126(LC 10) Max Uplift 20=-377(LC 12),9=-355(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-830/329,2-3=-1100/502,3-4=-1274/606,4-5=-1376/647,5-6=-1376/646, 6-7=-1551/638,7-8=-1632/556,1-20=-1349/521,9-11=-1349/452,8-11.1311/464 BOT CHORD 18-19=-179/747,17-18=-227/967,14-15=336/1303,13-14=-419/1382 WEBS 5-15=-258/165,2-19=-813/346,2-18=-121/550,3-18=-371/152,3-17=-236/681, 4-17=-565/303,15-17=-328/1232,6-15=-133/410,7-13=-306/204,8-13=-403/1336, 1-19=-382/1122 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=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-2-0,Exterior(2)8-2-0 to 26-6-15,Interior(1)26-6-15 to 34-11-4 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)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 20=377,9=355. 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. . A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MR-7473 rev.10/0312015 BEFORE USE. !lug Design valid for use only with Mllek®connectors.This design 5 based only upon parameters shown.and is for an IndbNdual 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,xn,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/1PI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Ply T12731520'1 14759T0 T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:37 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-?O?RETXJDvAID99WDUh4XXvpVfOH2GPv70IJ1 ny985y 1 2-0-12 1 5- 2-12 1 10-2 -0 I 15-3-0 I 20-4-0 27-6-0 1 32-3-8 I 35-1-0 1 2-0-12 3-2-0 4-11-4 5-1-0 5-1-0 7-2-0 4-9-8 2-9-8 Scale=1:71.9 7x10 4x5= 6x6 6.00'12 5 23 24 6 25 78 foli rt 4; 141444114%,,S4444 ars. 22 .ne It oars sera= 4 1 6x6 zxa II .; 1 m re + s ��' m\ IM mid ars EDI 10 N � ''-� 6 1 = ,Io 1s 21 20 27 19 28 18 177x10= 29 0.x5= 12 13 11 3x5 I I 6x6= 4x5= 4x10= 2x4 II 2x4 II 3x5 I I 2x4 II 5-2-12I 10-2-0 I 15-3-0 I 20-1-8 I 27-6-0 i 32-3-8 i 35-1-0 5-2-12 4-11-4 5-1-0 4-10-8 7-4-8 4-9-8 2-9-8 Plate Offsets(X,Y)— [2:0-0-4,Edge1,[5:0-4-8,0-2-0],[7:0-1-11,0-0-61[8:0-2-3,Edge],[8:0-0-6,0-1-11],[10:0-2-4,0-2-0],[16:0-3-8,0-2-8],[21:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.11 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.23 15-16 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.84 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix-AS Weight:327 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*Except* BOT CHORD Rigid ceiling directly applied. 7-17,12-14:2x4 SP No.3 WEBS 1 Row at midpt 1-21 WEBS 2x4 SP No.3 Web Brace:Length(member) 8-0-4(5-19);8-0-4(6-18);8-2-10 OTHERS 2x4 SP No.3 (6-16);7-3-5(9-16); REACTIONS. (lb/size) 21=1392/Mechanical,11=1392/0-3-8 Max Horz 21=-140(LC 10) Max Uplift 21=-383(LC 12),11=-347(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-21=-1344/489,2-3=-881/289,2-4=-882/305,4-5=-1168/488,5-6=-1167/549, 6-7=-1236/577,7-8=-1237/578,8-9.1488/569,9-10=-1667/511,11-13=-1350/413, 10-13=-1314/426 BOT CHORD 19-20.1541895,18-19=-188/1051,7-16=-43/360,15-16=-376/1411 WEBS 4-20=-715/328,3-20=-368/1134,4-19=-84/392,5-18=-176/509,6-18=-509/237, 16-18=-212/1202,9-16=-293/165,10-15=-348/1348 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-1-3,Interior(1)2-1-3 to 10-2-0,Exterior(2)10-2-0 to 23-4-0,Interior(1)23-4-0 to 34-11-4 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)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 21=383,11=347. 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE PM-7473 rev.10/03/2015 BEFORE USE N Design valid for use only with MiTek®connectors.Iris design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall • building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6900.Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PII Quality Criteria,DSB-09 and SCSI Building Component Safety Information available from Tram Pilate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tama.FL 33610 Job Truss Truss Type Qty Ply T12731521 14759T0 T26 Half Hip 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:38 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-TbZpRpYx_ClcrJj6nBCJ3kS4v3QBnm12M2RtaDy985x 5-11-3 11-6-13 16-9-0 17.610 5-11-3 5-7-11 5-2-3 9- 2x4 II Scale=1:72.5 3x4 i 3x4 3x6— 3x4 i 4 5 4x5 i 3x4 3x4 6.00 riT 113 3 6x8-• 2.. 10 4x5 i • 8 7 12 6 2x4 I! 6x6= 4x5= 5x6= 5-11-3 11-6-13 17-6-0 5-11-3 5-7-11 5-11-3 Plate Offsets()(,Y)-- [4:0-3-0,0-2-0],[6:0-3-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) -0.01 6 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:144 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 OTHERS 2x4 SP No.3 Web Brace:Length(member) 8-1-2(3-6); REACTIONS. (lb/size) 6=688/Mechanical,9=688/0-3-8 Max Horz 9=341(LC 12) Max Uplift 6=-322(LC 12),9=39(LC 12) Max Gray 6=759(LC 17),9=688(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-609/50,2-3=-444/25,1-9=-634/102 BOT CHORD 8-9=-391/200,7-8=-328/521,6-7=-195/370 WEBS 3-7=-96/369,3-6=-653/343,1-8=0/496 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-9-0,Exterior(2) 16-9-0 to 17-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 tail 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)9 except(jt=lb) 6=322. 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. � � I Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not 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/1'Pi t Quality Criteria,DSB-89 and BCSt Bu8dng Component 6904 Parke East Blvd. Sagely 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 712731522 14759T0 T27 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:39 2017 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj 1 i-xn7Bf9YZI W QTTTIJKvjYcy_JMSrd W MbCai BQ6gy985W 11-11-6 22-1-8 I . 11-11-6 10-2-2 Scale=1:41.8 5x6= 10 9 /% 11 6.00171-2- 378 1238 7 13 6 14 5 i ► 1539 I 4 16 1 3 r r 1718 2 r r w V N r ♦, -0 Q {} 0 0 0 9 'Li 1 9 !Hi fl 0 o- B' { 3x4 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 5x8= 6x6 22-1-8 22-1-8 Plate Offsets(X,Y)-- [2:0-1-12,0-0-14],[35:0-8-2,0-2-8],[35:0-1-12,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-1-8. (Ib)- Max Horz 1=130(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,19,28,29,30,31,32,33,34,35,26,25,24,23,22,21, 20 Max Gray All reactions 250 lb or less at joint(s)1,19,27,28,29,30,31,32,33,34,35,26,25,24,23, 22,21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-80/254,9-10=-92/288,10-11=-92/289,11-12=-80/256 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=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-2-7 to 3-2-7,Exterior(2)3-2-7 to 11-11-6,Comer(3)11-11-6 to 14-11-6 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,19,28,29,30, 31,32,33,34,35,26,25,24,23,22,21,20. 1 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2016 BEFORE USE. pa Design valid for use only with MITekC connectors.this design Is based only upon parameters shown,and Is for an kxiiNdual 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,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate institute-218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job i Truss f Truss Type 4 .Qty Ply I T12731523 14759T0 IT28 Piggyback Base I1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:40 2017 Page 1 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-PzgZsVZBW gYK4dtVucEn99XLW S2dFI E LpMwZe6y985v 8-1-6 15-11-5 20-2-13 8-1-6 7-9-14 4-3-8 6x6 \\ 4x5= Scale=1:67.8 6.00 FIT 3 11 4 e. imusimp 6x8 10 2 0 0 9 4x5 1 1 1ritilithis.h. i j ::s.-: 7' 12 6 13 5 3x46x6 H = 4x10= ' II 0-0-6 8-1-6 1 15-11-5 20-2-13 0-6-6 8-1-0 7-9-14 4-3-8 Plate Offsets(X,Y)-- [1:0-2-4,0-2-0],[5:0-2-12,0-1-8] i I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.12 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.21 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-5,2-6,3-6,4-6 REACTIONS. (lb/size) 5=798/Mechanical,8=798/0-7-0 Max Horz 8=442(LC 12) Max Uplift 5=-343(LC 12),8=-75(LC 12) Max Gray 5=910(LC 17),8=804(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-768/121,2-3=-391/69,3-4=-270/140,4-5=-850/459,1-8=-744/170 BOT CHORD 7-8=-458/278,6-7=-380/661 WEBS 2-6=-540/330,4-6=-424/819,1-7=0/599 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ff;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 15-11-5,Exterior(2) 15-11-5 to 20-1-1 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.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)8 except(It=1b) 5=343. 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. I V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10103/2015 BEFORE USE. mll Design valid for use only with MITeku®connectors.This design Is based only upon parameters shown,and Is for an Individual residing component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate Institute.218 N.Lee Street.Sidle 312.Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply 7127315241 14759T0 T29 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:41 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-I9Ey4rapG7gBimShSKmOhN4YOGPX_BW V20gXAYy985u I 5-2-7 I 10-1-6 { 17-11-5 I 22-2-13 5-2-7 4-10-15 7-9-15 4-3-8 6x6 \1 4x5= Scale=1:67.8 4 13 5 6.00 12 ii 12 4x5 i 3 1" 2 11 11 4x5 i 1 11 10 9 8 14 7 15 6 2x4 I I 4x5= 6x6= 4x10= 3x5 i I 0-9-6 5-2-7 10-1-6 17-11-5 22-2-13 046 5-2-1 I 4-10-15 I 7-9-15 I 4-3-8 Plate Offsets()(,Y)— [6:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.22 7-8 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.39 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:176 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6,3-7,4-7,5-7 REACTIONS. (lb/size) 6=878/Mechanical,10=878/0-7-0 Max Horz 10=450(LC 12) Max Uplift 6=-353(LC 12),10=-107(LC 12) Max Gray 6=988(LC 17),10=881(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-853/146,2-3=-860/154,3-4=-416/67,4-5=-300/144,5-6=-929/466,1-10=-824/183 BOT CHORD 9-10=-473/267,8-9=-468/772,7-8=-386/767 WEBS 2-9=-268/72,3-8=-28/289,3-7=-642/330,4-7=-249/262,5-7=-438/911,1-9=-49/718 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 17-11-5,Exterior(2) 17-11-5 to 22-1-1 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 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)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) 6=353,10=107. 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-Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is tax on Individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal kytay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 u Job Truss Truss Type - Qty Ply T12731525. 14759T0 T30 Piggyback Base 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:42 2017 Page 1 ID:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-LMoKHBbR 1 Ro2Kw1 u01 HFEacj8glijdReGgP4j_r985t 5-5-9I 10-7-9 18-5-8 I 22-9-0 5-5-9 5-2-1 7-9-15 4-3-8 6x6 \\ 4x5= Scale=1:67.8 4 13 5 a. . 6.00 12 'a 12 4x5 i 3 6x8 2 i� 11 4x5 i 1 ii 10 9 8 14 7 15 6 2x4 I4x5= 6x6= 4x10= 3x5 II 5-5-9 10-7-9 18-5-8 22-9-0 5-5-9 I 5-2-1 I 7-9-15 I 4-3-8 Plate Offsets(X,Y)-- [6:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (toe) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.54 Vert(CT) -0.23 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 l Matrix-AS Weight:178 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 5-6,3-7,4-7,5-7 REACTIONS. (lb/size) 6=898/Mechanical,10=898/0-5-8 Max Horz 10=453(LC 12) Max Uplift 6=-356(LC 12),10=115(LC 12) Max Gray 6=1008(LC 17),10=901(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-927/153,2-3=-901/158,3-4=-424/69,4-5=-307/145,5-6=-949/468,1-10=-842/192 BOT CHORD 9-10=-481/275,8-9=-483/837,7-8=-390/799 WEBS 3-8=-33/316,3-7=-677/335,4-7=-245/261,5-7=-440/933,1-9=-49/759 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-5-8,Exterior(2) 18-5-8 to 22-7-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.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)except(jt=lb) 6=356,10=115. 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. 1 OMNI V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems.seeANSI/1PI1 Quality Criteria,DSS-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. Tanya,FL 33610 - Job Truss Truss Type 4 Qty Ply T127315261 14759T0 T31 Piggyback Base 1 1 ' Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:43 2017 Page 1 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-pYMIVXc4olwvy4c4ZkoUmo9ut430S5HnVK9eFRy985s 11-2-61 5-11-0 I 10-7-9 I 18-5-8 22-9-0 1:2:881 -2.8 4-8-9 4-8-9 7-9-15 4-3-8 6x6 1\ 4x5= Scale=1:68.3 6 19 6 6.00 12 - 18 4x5 i 4 6x8 3 r., 4x5 i ti 2 17 1 i ;:t sedilill ree.e1l 20 0 5x6= o �� . 3x8 I ee . 11 10 9 8 7 3x4 I I 4x5= 6x6= 4x10= ' ll 1-2-8 qq66•.pp 5-11-0 10-7-9 18-5.8 22-9-0 dSb I 4-8-9 I 4-8-9 I 7-9-15 l 4-3-8 I O&8 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-7-11],[7:0-3-8,Edge] -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) -0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:180 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 6-7,4-8,5-8,6-8 WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 7=870/Mechanical,1=938/0-7-12 Max Horz 1=379(LC 12) Max Uplift 7=-314(LC 12),1=-161(LC 12) Max Gray 7=970(LC 17),1=950(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-317/0,2-3=-777/3,3-4.825/83,4-5=-412/54,5-6=-294/129,6-7=-911/421 BOT CHORD 1-12=-382/309,2-12=-569/238,9-10=-323/714,8-9=-316/740 WEBS 3-10=-306/161,2-10=-178/589,4-9=0/282,4-8=-612/254,5-8=-251/270,6-8=-390/892 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.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 18-5-8,Exterior(2)18-5-8 to 22-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=314,1=161. 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-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10A132015 BEFORE USE. mi Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is tot an Individual btAding component,not a truss system.Before use,the building designer must verify the applicabBity 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/7P11 Quality Criteria,DSB-89 and BCSI BuBdksg Component 6904 Parke East Blvd. Safety Information avaBabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type - e Qty Ply T12731527 14759T0 T32 Piggyback Base 1 1 !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:44 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-Hkw4itci722mZEBG7SJjJ?h31TQIBTrxk_uBnty985r I 3-2-8 I 10-7-9 18-5-8 I 22-9-0 3-2-8 7-5-1 7-9-15 4-3-8 7x10— 4x5= Scale=1:70.0 6.00 12 4 19 5 %tom tial 18 , 6x8.....,,,till!,i • I • " 10x14 2 3x4\\ 11 \ ,i 4x5 II IN 4x6 0Z-1-1 10 9 8 •• 6 2x4 I I 6x6= 4x5= 2x4 II 4x5= rt66--fi 2 -Q 0-6.41 1612 0-$ 9 88- 5- I 7-9-15 I 3-3-6 '1-0-2 Plate Offsets(X,Y)-- [1:0-2-8,0-2-7],[2:0-2-12,Edge],[4:0-4-12,0-2-0],[11:0-2-12,0-2-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) f/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.21 8-9 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.67 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. 2-10:2x4 SP No.3 WEBS 1 Row at midpt 5-6,3-8 WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-5-7,4-7 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x6 SP No.2 3-3-14 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 1=135/0-3-8,1175/0-7-12,707/0-7-12 Max Horz 1=379(LC 12) Max Uplift 1=-12(LC 10),11=-454(LC 12),7=-278(LC 12) Max Gray 1=156(LC 12),11=910(LC 17),7=827(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-330/120,2-3=-62W0,3-4=-318/14 BOT CHORD 2-11=-866/480,8-9=-215/522 WEBS 2-9=-234/580,3-8=-450/175,4-8=-46/493,4-7=-776/341 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-11,Interior(1)3-2-11 to 18-5-8,Exterior(2)18-5-8 to 22-9-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 11=454,7=278. 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)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 4 t a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek9 connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MI ek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatbn,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 Sheet,Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12731528 14759T0 T33 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:45 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-mxUSvDdKKMAdBOmTh9gysDEDutnwwz54zeekKJy985q 7-8-12 15-1-2 22-9-0 7-8-12 I 7-4-6 I 7-7-14 6.00 12 2x4 II Scale=1:65.9 4 14 6x8 • \ 658 2 ,I 13 \ 4•••••04 (11 /R4 rwr 7 6 15 5 6x6= 4x5= 5x6= 3x8 II 0[614 7-8-12I 15-1-2 I 22-9-0 0-6-4 7-2-8 7-4-6 7-7-14 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-7-11],[1:0-0-1,0-0-3],[4:0-2-0,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.20 5-6 >908 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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 T-Brace: 2x4 SP No.3-4-5,3-5 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131'x3")nails,6in o.c.,with 3in minimum end distance. Left:2x6 SP No.2 Brace must cover 90%of web length. REACTIONS. (lb/size) 5=676/Mechanical,1=499/0-3-8,7=634/0-5-8 Max Horz 1=463(LC 12) Max Uplift 5=-346(LC 12),1=-97(LC 12),7=-32(LC 12) Max Gray 5=757(LC 17),1=499(LC 1),7=634(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-504/142,2-3=-560/40 BOT CHORD 1-7=-495/442,6-7=-496/447,5-6=-250/467 WEBS 2-7=-478/82,2-6=-90/285,3-6=-52/301,3-5=-664/358 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 22-7-4 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)1,7 except(jt=lb) 5=346. 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. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. t t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIWEK REFERANCE PAGE MA-7473 rev.1010312015 BEFORE USE NT Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPt I Quality Criteria,DSB-89 and BCSI Bonding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply T12731529 14759T0 T34 Piggyback Base 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:45 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-mxUSVDdKKMAdBOmTh9gysDEE LtmvwrV4zeekKJy985q 7-8-12 9-11-8 14-8-0 20-11-12 27-3-0 7-8-12 1 2-2-12 I 4-8-8 6-3-12 t 6-3-4 1 6x6 \\ 4x5= Scale=1:70.1 4 P3 5 6.00 12 �' 4x5 i 22 3 6x8 i 2 O 21 1 11111111111..ee o nag 14 3x`'=1 2x4 I 11 24 10 7 25 26 _ 86 6x6— 2x4 11 3x5 11 2xa II 2x4 II 3x8 II 2x411 2x4= 4x10= 01614 7-8-129-11-8 9-11-8 I 14-6-0 I 20-11-12 2-1 1 27-3-0 I 0-6-4 7-2-8 2-2-12 4-8-8 6-3-12 11-10-5 5-4-15 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-7-11],[1:0-3-8,Edgeb[12:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.26 13 >877 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.15 14-20 >600 180 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) -0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:186 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*Except* BOT CHORD Rigid ceiling directly applied. 13-15,7-9:2x4 SP No.3 WEBS 1 Row at midpt 5-6,4-10,3-10 WEBS 2x4 SP No.3 WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 6.795/Mechanical,1=377/0-3-8,14=1041/0-5-8 Max Horz 1=431(LC 12) Max Uplift 6=-294(LC 12),1=-121(LC 12),14=-350(LC 12) Max Gray 6=972(LC 17),1=377(LC 1),14=1055(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-737/158,3-4=-491/134,4-5=-380/190,6-8=-846/408,5-8=-771/406 BOT CHORD 1-14=-358/163,11-12=-432/209,10-11=-352/620 WEBS 12-14=-989/305,2-12=-940/332,3-10=-349/234,2-11-0/522,5-10=-366/733 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-11-12,Exterior(2) 20-11-12 to 25-2-11 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)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 Qt=lb) 6=294,1=121,14=350. 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. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/0312015 BEFORE USE. id Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent 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/TPIl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avodable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type a Qty Ply T12731530 14759T0 T35 Piggyback Base 1 1 1 i !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:46 2017 Page 1 ID:TMAX8iHHPlT0ooR15bw4u8yBj1 i-E72r7Yey5gIUpYLfFtLBOQnP_H7vfKJEBINIsmy985p 7-8-121 9-11-8 1 14-8-0 20-11-12 I 23-10-1 1 27-3-0 7-8-12 2-2-12 4-8-8 6-3-12 2-10-5 3-4-15 6x6 11 4x5= Scale:3/16"=1' 4 P3 5 6.00 12 i. 22 4x5 3 6x8 2 21 1 ►� 24 IIr I �� , . la, n °D 2x4 II 11 10 0 126x6x4= 13 �= 24 4x10= 257 8 6 3x8 11 2x4 II 2x4 11 2x4 0 2x4 II 3x4= 7-8-12 1 9-11-8 I 14-8-0 I 20-11-12 1 23-10-1 I 27-3-0 1 7-2-8 2-2-12 4-8-8 6-3-12 2-10 5 3.4-15 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0.0-3,0-7-111,[1:0.3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.12 14-20 >773 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.15 14-20 >600 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) -0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-AS Weight:183 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`Except' BOT CHORD Rigid ceiling directly applied. 13-15,7-9:2x4 SP No.3 WEBS 1 Row at midpt 5-6,3-10,4-10 WEBS 2x4 SP No.3 WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 6=795/Mechanical,1=377/0-3-8,14=1041/0-5-8 Max Horz 1=431(LC 12) Max Uplift 6=-278(LC 12),14=-308(LC 12) Max Gray 6=971(LC 17),1=377(LC 1),14=1084(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-755/93,3-4=-498/114,4-5=-387/171,6-8=-874/369,5-8=-781/374 BOT CHORD 10-11.299/637 WEBS 12-14=-956/377,2-12=-906/404,2-11=-69/461,3-10=-364/184,5-10=-328/743 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 20-11-12,Exterior(2) 20-11-12 to 25-2-11 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) 6=278,14=308. 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. 1 _ m. Ai WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AflTEK REFERANCE PAGE MO-7173 rev.1003/2015 BEFORE USE. lot Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing M[Te 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.seeANSIRPI l Quality Criteria,DS5-89 and BCS!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 1 Job Truss Truss Type 4 Qty Ply 112731531 14759T0 T39 Half Hip 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:47 2017 Page 1 I D:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-iJcDKufaszaKahwroasQxeJZ7hSN01?NQy7rOCy985o 7-8-121 9-11-8 I 14-8-0 + 20-11-12 25-4-8 l 27-3-0 7-8-12 2-2-12 4-8-8 6-3-12 4-4-12 1-10-8 6x6 \\ 4x5= Scale=1:70.0 4 P3 5 Jx5* Ir 6x8 2 411 a 21LI 1 ►■ n.dlagni I 2x4 II 11 24 10 25 d 7 8 6 1'8x5= 13 6x6= 4x10= 2x4 I I 2x4 I 2x4 I I 3x8 II 2x411 2x4 I I 0[614 7-8-12 19-11-8 I 14-8-0 I 201112 25-48 1272*— 0-6-4 7-2-8 2-2-12 4-8-8 6-3-12 4-4-12 1-10-8 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-7-111,[1:0-3-8,Edge],[12:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.26 13 >877 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.15 14-20 >600 180 BCLL 0.0 * Rep Stress Ina YES WB 0.97 Horz(CT) -0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:181 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*Except* BOT CHORD Rigid ceiling directly applied. 13-15,7-9:2x4 SP No.3 WEBS 1 Row at midpt 5-6,3-10,4-10 WEBS 2x4 SP No.3 WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 6=795/Mechanical,1=377/0-3-8,14=1041/0-5-8 Max Horz 1=431(LC 12) Max Uplift 6=-294(LC 12),1=-121(LC 12),14=-350(LC 12) Max Gray 6=919(LC 17),1=377(LC 1),14=1046(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-737/159,3-4=-482/133,4-5=-372/189,6-8=-855/393,5-8=-751/406 BOT CHORD 1-14=-358/163,11-12=-432/209,10-11=-352/611 WEBS 12-14=-980/305,2-12=-930/333,2-11=0/512,3-10=-348/236,5-10=-366/707 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-11-12,Exterior(2) 20-11-12 to 25-2-11 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)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) 6=294,1=121,14=350. 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. 0 WARNING-Witty design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPIl Quality Criteria,DS11-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomhaiton avdlable from Truss Plate Insttute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ' T12731532 14759TO T40 Half Hip 1 1 1 Job Reference(optional) , Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:48 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4ueyBj1 i-AW 9bYEfCdHYB2rU1 MIOfTrslV5ms7DSXfcsPwey985n 7-8-12i 13-4-4 l 18-11-12 i 22-11-10 I 27-3-0 7-8-12 5-7-8 5-7-8 3-11-14 4-3-6 6x8% 2x4 I Scale=1:57.5 4x5= 4 5 18 6 6.00 i 12 'A1111 2x4 II36x6 i2 • •NNA , \I41111111666. 1 ii _ LIfav /t 10 9 19 8 20 21 7 2x4 I I 7x10= 4x5= 5x6= 3x8 II q-6-11 7-8-12 I 13-4-4 I 18-11-12 l 27-3-0 6 4 7-2-8 5-7-8 5 7-8 8-3-4 Plate Offsets(X,Y)— [1:0-3-8,Edge],[1:0-0-3,0-7-11],[1:0-0-1,0-0-3],[7:0-3-0,0-2-12),[9:0-4-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.15 10-15 >639 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.12 10-15 >792 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 Horz(CT) -0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:187 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 T-Brace: 2x4 SP No.3-6-7,4-8,5-7 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Left:2x6 SP No.2 Brace must cover 90%of web length. REACTIONS. (lb/size) 7=834/Mechanical,1=491/0-3-8,10=843/0-5-8 Max Horz 1=390(LC 12) Max Uplift 7=-345(LC 9),1=-303(LC 12),10=-144(LC 12) Max Gray 7=919(LC 17),1=491(LC 1),10=875(LC 17) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-483/487,2-3=-735/338,3-4=-739/466,4-5=-495/283 BOT CHORD 1-10=-735/363,9-10=-734/372,8-9=-288/497,7-8=-178/305 WEBS 2-10=-796/78,2-9=0/434,3-9=-330/259,4-9=-389/287,4-8=-233/337,5-8=-288/519, 5-7=-753/459 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=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 18-11-12,Exterior(2) • 18-11-12 to 22-11-10 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)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=1b) 7=345,1=303,10=144. 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. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 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. Tampa.FL 33610 - Job Truss Truss Type ' Qty Ply T12731533 14759TO T41 Half Hip Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:50 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-6uHLzwhT9upvH9eQUiQ7ZGx74uUGbKap6wLV?Xy9851 7-8-12 16-11-12 27-3-0 7-8-12 i 9-3-0 I 10-3-4 3x6= Scale=1:57.2 14 15 16 17 18 50 19 20 5121 22 23 6.0012 13 �a 12 11 10 6x6 i 9 8 • 6 7 'i r' ,' r' 'r 't 't 'rii s '' 4 2 349 m -74 01 11.1 - (ILa\=B�.� arm " 1 44 43 42 41 3x4- 4039 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 � �(�3x8 I I 6x6 06-4 6-1112 7+1 0-2-122-1i 27-19-66-4 I Plate Offsets(X,Y)-- [1:0-1-8,0-0-4],[1:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.16 42-43 >557 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.15 42-43 >620 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 24 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:260 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 23-24,22-25,21-26,20-27,19-28,18-29, OTHERS 2x4 SP No.3 17-30,16-31,14-32 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 19-9-0 except(jt=length)1=0-3-8,39=0-3-8,39=0-3-8. (Ib)- Max Horz 1=327(LC 12) Max Uplift All uplift 100 lb or less at joint(s)24,25,26,27,28,29,30,31,32, 33,34,35,36,37 except 38=-529(LC 1),39=-748(LC 12) Max Gray All reactions 250 lb or less at joint(s)24,1,25,26,27,28,29,30,31, 32,33,34,35,36,37 except 38=478(LC 12),39=933(LC 1),39=933(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-342/145,2-3=-340/148,3-4=-335/149,4-5=-329/150,5-6=-325/153,6-7=-295/133 WEBS 7-39=-352/421 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;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-8-0 to 3-8-0,Interior(1)3-8-0 to 16-11-12,Exterior(2) 16-11-12 to 21-2-11 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)24,25,26,27,28, 29,30,31,32,33,34,35,36,37 except(jt=lb)38=529,39=748. 10)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 MITEK REFERANCE PAGE M1I-7473 rev.10.0312016 BEFORE USE Design valid for use only with Milek©connectors.This design is based orrty upon parameters shown.and Is tot an Individual binding component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and property Incorporate BMs design into the overall WielingIndividual design. Bracing indicated is to prevent buckling of truss web and/or chord members only.Addllional temporary and permanent bracing 11441" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erecton and bracing of trusses and truss systems.seeANSI/iPlt Quality Criteria,DSB-89 and SCSI Building Component i 6904 Parke East Blvd. Safety Information avaNabie from Truss Plate ku8tute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply i T12731534 14759T0 T42 SCISSORS 1 1 , Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:51 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-asrkAGi5wCxmvJDc1 QxM5UUJAIuLKnOzLa53Xzy985k 1-8-0I 2-3-8 I 3-7-8 l 4-11-8 I 6-3-8 l 7-7-8 I 8-3-0 I 9-11-0 1-8-0 0-7-8 1-4-0 1-4-0 1-4-0 1-4-0 0-7-8 1-8-0 Scale=1:19.6 4x5 II 6.0012 6 4 25 24 • , 7 3 26 238 2 1 4x5= 12 ` iiiii `II Li e I w, atrn 11 111111 W .0 6 16 10 3x4 �� 44,5- 3.00171F 4x5= 4 3x4 1-'- 0-8-4 0-8-4 1-8-0 2-3-8 3-7-8 4-11-8 6-3-8 7-7-8 8-3-0 9-2-12 9-11-0 I 0-8-4 I 0-11-12 I 0-7-8 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 0-7-8 I 0-11-12 I 0-8-4 Plate Offsets(X,Y)— [13:0-2-8,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.04 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) -0.02 9 n/a n/a i BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:391b 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 REACTIONS. (Ib/size) 1=381/0-3-8,9=381/0-3-8 Max Horz 1=56(LC 11) Max Uplift 1=-193(LC 12),9=193(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-521/764,2-3=-5021T72,3-4=-515/810,4-5=-480/791,5-6=-480/791,6-7=-515/810, 7-8=-502/772,8-9=-521/764 BOT CHORD 1-16=-616/432,15-16=-583/417,14-15=-599/442,13-14=-585/450,12-13=-585/450, 11-12.599/442,10-11-583/417,9-10-616/432 WEBS 5-13=-505/281 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)0-2-7 to 3-2-7,Interior(1)3-2-7 to 4-11-8,Exterior(2)4-11-8 to 7-11-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=193,9=193. 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. i Ai WARNING-Verify dWgn parameters and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE 611.7473 rev.1003/2015 BEFORE USE Design valid for use only with Mileke 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 M lige" id 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/1PI1 Qudlly Criteria.05549 and BCSI Budding Component 6904 Parke East Blvd. Safely Informalbn available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qty Ply T12731535 14759T0 T43 Scissor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:52 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-2HP6NcjjhW 3dXTopb7Sbeh1 UgiEL3Ex6aEgc3Py985j 1-8-0 4-11-8 8-3-0 9-11-0 1-8-0 I 3-3-8 I 3-3-8 1-8-0 Scale=1:22.0 4x5 II 3 6.00 12 LI1 21 2x4 II 22 19 42x4 II 2 • ', ` 5 v 1 �./'I 1: 4x5= ��'',1 M da -=EM:• 'lM�� l''.6 4x5= 06 s a. 4x5= 3.00 l 4x5--z- 4x10 „ 4x5--=4x10 II 4x10 II 0-8-4 1-8-0 4-11-8 8-3-0 9-2-12 9-11-0 0-8-4 I 0-11-12 I 3-3-8 I 3-3-8 0-11-12 1 0-8-4 { Plate Offsets(X,Y)— [1:0-0-0,0-1-11],[1:0-3-5,Edge],[5:0-3-5,Edge],[5:Edge,0-1-11],[7:0-2-8,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 7 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.09 Horz(CT) 0.02 5 n/a n/a 1 BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:44 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 WEDGE Left:2x8 SP No.2,Right:2x8 SP No.2 REACTIONS. (lb/size) 1=397/0-3-8,5=397/0-3-8 MaxHorz 1=58(LC11) Max Uplift 1=-197(LC 12),5=-197(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-437/680,2-3=-454/684,3-4=-454/684,4-5=-437/680 BOT CHORD 1-8=-493/365,7-8=-471/366,6-7=-471/366,5-6=-493/365 WEBS 3-7=-468/233 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-8,Exterior(2)4-11-8 to 7-11-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=197,5=197. 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. OM NM Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8111.7473 rev.10/03/2015 BEFORE USE Nu Design valid for 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 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 M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-&9 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Trues Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731536 14759T0 T44 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:53 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-XTzUbyj LSpBU8cN?9rzgAvZe66ZPoc9GouaAcsy985i 4-11-8 9-7-8 19-3-0 4-11-8 i 4-8-0 I 9-7-8 Scale=1:34.7 5x6= 6.00 12 8 7 9 27 6 he 10 28 3 , 11 2 5 rJ V 12 29 V 7x6 26 v. I 13 y 25 U 14 i 1• 24 S. 15 a r. _ a r �, LJ r IN d 3x8 23 22 21 20 19 18 17 16 3x4 3x6= 4x6= 4-11-8 19-3-0 4-11-8 14-3-8 Plate Offsets(X,Y)— [1:0-0-0,0-0-31,[1:0-0-0,0-5-0),[1:0-3-8,Edgel,[2:0-1-15,0-0-01,[4:0-0-14,0-1-12),[21:0-2-8,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 2 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.01 3 n/r 120 BCLL 0.0 * Rep Stress!nor YES WB 0.41 Horz(CT) 0.01 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):25 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 19-3-0. (Ib)- Max Horz 1=121(LC 11) Max Uplift All uplift 100 lb or less at joint(s)21,20,19,18,17,16,1,23 Max Gray All reactions 250 lb or less at joint(s)15,20,19,18,17,16 except 21=382(LC 1),1=306(LC 1),23=303(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=340/359,8-9=-184/299,1-2=-366/233 BOT CHORD 1-23=-153/293,21-23=-203/334 WEBS 5-26=-179/253,25-26=-194/271,24-25=-215/308,21-24=-188/255,4-23=-163/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi�.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 9-7-8,Comer(3)9-7-8 to 12-7-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,20,19,18,17, 16,1,23. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AIA-7473 rev.10/93/1015 BEFORE USE. le Design valid for use only with Milekc connectors.this design is i used 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 balding design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. Is always regrAred tor stability and to prevent collapse with possible personal kslray 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 available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731537 14759T0 T45 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:54 2017 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj 1 i-?gXsoHkzD7JLmmyBjYV3j66oiVoBX51 P 1 YJj81y985h 7-0-0 9-7-8 12-3-0 18-10-0 7-0-0 2-7-8 2-7-8 6-7-0 Scale=1:34.0 5x6 3 1111 2x4\\ 2x4 6.00 FIT 2 16 15 4x5 5 1 6 ` N t I 7 3x8 I I 7x10- 3x8 9-7-8 18-10-0 9-7-8 9-2-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[6:0-3-4,0-4-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.39 Vert(LL) -0.13 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.28 7-14 >818 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.02 6 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:84 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 WEDGE Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 6=753/Mechanical,1=753/0-5-8 Max Horz 1=111(LC 11) Max Uplift 6=-198(LC 12),1=-198(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1101/390,2-3=-879/365,3-4=-867/361,4-6=-1055/383 BOT CHORD 1-7=-254/918,6-7=-241/880 WEBS 2-7=-343/233,3-7=-273/683,4-7=-286/208 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-8,Exterior(2)9-7-8 to 12-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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(tt=lb) 6=198,1=198. 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 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0111-7473 rev.101032015 BEFORE USE. Design valid for use oNy 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 applicublity 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 systerns,seeANSI/IPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply T127315381 14759T0 T46 Jack-Closed Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:55 2017 Page 1 ID:TMAXBiHHPITOooR i 5bw4u8yBj1 i-Ts4E0dIbzRRCOwXOGGOIGKfg6v7BGc3YGC3Ggky9859 4-0-0 400 2x4 ! Scale:3/4'=1' 3 2 6.00 12 111 N 1 • 1 .. 9 5 MOM JUS24 6x6= 4 JUS24 2x4 II 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-0 3,0-0 1],[1:0-5-0,0-0-31,[1:Edge,0-3-1] i I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.08 5-8 >555 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.15 5-8 >302 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=736/Mechanical,1=1046/0-5-8 Max Horz 1=81(LC 21) Max Uplift 5=233(LC 8),1=-261(LC 8) 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=5.0psf;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 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)except(jt=lb) 5=233,1=261. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-3-12 from the left end to 2-3-12 to connect truss(es)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-20,4-6=-20 Concentrated Loads(Ib) Vert:8=-740(F)9=-733(F) 1 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Weer®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 wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPl I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 Oty Ply ' T12731539 14759T0 T47 Roof Special Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 6 Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:56 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4ueyBj1 i-x2edDzmDkkZ3?46agzXXoXB?KJUI?rNiUsogCAy985f 4-0-0 7-5-10 10-11-4I 14-7-0 17-3-14 20-2-8 I 22-10-0 29-10-0 4-0-0 3-5-10 3-5-10 3-7-12 2-8-14 2-10-10 2-7-8 7-0-0 Scale=151.4 5x6= 7 +� 2x4// NAILED 5x8*� 7x10% :LED 7x14 MT2OHS= 6 6.00,12 2 I 4x5= `Ii 2 NAILED NAILED 4 /_ i la 21 22 24 hr 1 g N Fri- nn nn >� n nn ioi ` �. 25 14 26 13 27 12 1/ 10 NAILED 2x4 II, NAILED 4x10= NAILEDSx6= 7x14 MT2OHS= 4x10= 5x6 II 6x6= NAILED NAILED JUS24 4-0-0 7-5-10 10-11-4 14-7-0 20-2-8 22-10-0 29-10-0 4-0-0 I 3-5-10 I 3-5-10 I 3-7-12 I 5-7-8 I 2-7-8 I 7-0-0 Plate Offsets(X,Y)-- [1:0-5-0,0-0-3],[1:0-0-3,0-0-11,[2:0-3-12,0-2-0),[5:0-7-4,Edge],[6:0-3-0,0-2-8],[9:0-0-1,0-0-3],[9:0-0-3,0-5-0),[11:0-7-0,0-3-4],[12:0-3-0,0-2-12), [13:0-4-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.47 11-12 >759 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.83 11-12 >430 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-4 oc purlins. BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. 9-11:2x4 SP No.1 WEBS 2x4 SP No.3*Except* 6-10,6-11:2x4 SP No.2 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1969/0-5-8,9=1536/0-5-8 Max Horz 1=113(LC 24) Max Uplift 1=-654(LC 8),9=-450(LC 8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=3454/1162,2-3=-5054/1710,3-4=-5054/1710,4-5=-6373/2102,5-6=-6781/2192, 6-7=-2494/818,7-8=-2495/826,8-9=-2702/842 BOT CHORD 1-14=-973/3010,13-14=-970/3009,12-13=-2019/6373,11-12=-1857/6070, 10-11=-1032/3536,9-10=-657/2327 WEBS 2-13=-790/2458,3-13=-309/210,4-13=-1585/471,4-12=-110/607,5-12=-529/587, 5-11=-3319/1145,6-10=-2174/773,7-10=-670/2055,8-10=-301/224,6-11=-1377/4232 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=24tt;eaveft;Cat. 11;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 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) 1=654,9=450. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 10-11-4 from the left end to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard t ) 0 WARNING-Willy design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE 111 Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with posstile personal injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informdbn available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Oty Ply T12731539 14759T0 147 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:56 2017 Page 2 ID:TMAX8i HHPITOooR15bw4u8yBj 1 i-x2edDzmDkkZ3?46agzXXoXB?KJUI?rNi USogCAy985f LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-7=-60,7-9=-60,15-18=-20 Concentrated Loads(Ib) Vert:2=44(F)14=-33(F)12=-716(F)21=-44(F)22=-44(F)23=-44(F)25=-92(F)26=-33(F)27=-33(F)28=-33(F) A WARNING-Verity design parameters and READ NOTES ON TMS AND INCLUDED MtTEK REFERANCE PAGE!11-7473 rev.1093/2015 BEFORE USE Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an kx9vldual balding component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalbn,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 available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply T12731540 14759T0 T48 Roof Special 1 1 I ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:57 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-PEC?RJmsV2hwdEgmOh2mLlklgjoBkLJrjVYNldy985e 6-0.0I 11-3-8 16-7-0 I 20-2-8 I 22-10-0 29-10-0 6-0-0 5-3-8 5-3-8 3-7-8 2-7-8 7-0-0 Scale=1:51.3 5x6= 5 7x10% �_ 0•� 2x4// 4x5= 6 6.00 12 2 3 ..2.:00•••••••••1 % 1 t� 19 CI Y 20 18 22 a i n� � 11-11°°°11.11°I.°°11.°°°°°. � 1 • >tQ �'7 to 11 10 9 8 4x6 II 2x4 II 6x6= 6x6= 4x10= 4x6 I I 6-0-0 11-3-8 16-7-0 20-2-8 29-10-0 6-0-0 I 5-3-8 5-3-8 I 3-7-8 I 9-7-8 Plate Offsets(X,Y)— [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0.0-1,0-0-3],[2:0-4-8,0-2-0],[7:0-0-1,0-0-3],[7:0-0-3,0-5-0],[7:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.17 8-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.38 8-17 >946 180 BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.08 7 nta n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:145 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,7=1193/0-5-8 Max Horz 1=-113(LC 10) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2044/705,2-3=-2567/928,3-4=-2667/964,4-5=-1780/654,5-6=-1783/689, 6-7=-1995[707 BOT CHORD 1-11=-565/1750,10-11=-563/1754,9-10=-814/2585,8-9=-845/2667,7-8=-518/1704 WEBS 2-10=-298/967,3-10=-407/218,4-8=-1512/594,5-8=-489/1386,6-8=-307/202 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 6-0-0,Exterior(2)6-0-0 to 9-0-0,Interior(1)16-7-0 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=313,7=313. 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 1 pa Q WARNING-Verify d.a gn parameters and READ NOTES ON THIS AND INCLUDED M77Elr REFERANCE PAGE£M-7473 rev.I0/031015 BEFORE USE. Design valid for use only with MITekg connectors.This design Is based only upon parameters shown,and Is for an Indwduai bolding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. tracing 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 gul dcnce regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12731541 14759T0 T49 Roof Special 1 1 I 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:58 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-tRmNefnUGMpnFOFyyOZ?tyHQg791 TrC?y9HwH3y985d 8-0-0 13-3-8I 18-7-0 20-2-8 i 22-10-0 I 29-10-0 8-0-0 5-3-8 5-3-8 1-7-8 2-7-8 7-0-0 Scale=1:51.3 5x6= 7x10% 2x4 11 6x6= 5 6.0012 2 3CI 2x4// 6 19 20 $ 21 �� 18 17 22 v 10 9 8 4x6 I I 2x4 I I 7x10= 7x10= 4x6 I I 8-0-0 13-3-8 20-2-8 29-10-0 8-0-0 5-3-8 i 6-11-0 i 9-7-8 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0.0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-4-8,0-2-0],[7:0-0-1,0-0-3],17:0-0-3,0-5-01,[7:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 8-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.33 8-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:145 lb FT=20% I 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,7=1193/0-5-8 Max Horz 1=113(LC 11) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1976/671,2-3=-2081/786,3-4=-2080/786,4-5=-1749/672,5-6=-1786/670, 6-7=-1997/690 BOT CHORD 1-10=-498/1672,9-10=-496/1677,8-9=-561/1951,7-8.516/1706 WEBS 2-10=0/265,2-9=-163/521,3-9=-335/195,4-9=-87/267,4-8=-1133/494,5-8=-549/1444, 6-8=-305/206 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.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 8-0-0,Exterior(2)8-0-0 to 11-0-0,Interior(1)18-7-0 to 29-10-0 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=313,7=313. 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. iiiiinnin NutQ WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 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 applicabllty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSV1P11 Quality Criteria,DS849 and SCSI Bonding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Leo Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 s Job Truss Truss Type Qty Ply T12731542', 14759T0 T50 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:09:59 2017 Page 1 ID:TMAX8i H HPITOooR 15bw4u8yBj 1 i-LdKlr?o61 fxesXg9V54EQApf3W TKCMD8Bp1 UpVy985c 7-0-0 10-0-0 14-11-0 19-10-0I 22-10-0 I 29-10-0 7-0-0 3-0-0 4-11-0 4-11-0 3-0-0 7-0-0 Scale=1:50.4 6x6 11 6x6 I( 4x5= 3 18 19 4 20 21 5 6.00 12 \ n 2x4 2x4// \ 2 6 17 ' 22 n 16 23 d, 1 7 1 1 c Io 9 2a 25 B =' 4x6 II 7x10= 7x10= 4x6 H 10-0-0 19-10-0 29-10-0 10-0-0 I 9-10-0 10-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-11],[7:0-0-1,0-0-3),[7:0-0-3,0-5-0],[7:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loe) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.35 Vert(LL) -0.24 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ' BC 0.88 Vert(CT) -0.41 8-9 >867 180 BCLL 0.0 ' Rep Stress lncr YES r WB 0.31 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:143 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,7=1193/0-5-8 Max Hon 1=118(LC 11) Max Uplift 1=-313(LC 12),7_313(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1996/733,2-3=-1758/689,3-4=-1538/651,4-5=-1538/651,5-6=-1758/689, 6-7=-1996/733 BOT CHORD 1-9=-572/1706,8-9=505/1687,7-8=-561/1706 WEBS 2-9=-288/238,3-9=-178/572,4-9=-315/159,4-8=-315/159,5-8=-178/572,6-8=-288/238 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 10-0-0,Exterior(2)10-0-0 to 24-0-15,Interior(1)24-0-15 to 29-10-0 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=313,7=313. 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. N A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-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 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 MilekC 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 tracing 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 Job Truss Truss Type 4 Oty Ply j T127315431 1475870 1751 Hip 1 1 i Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:00 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-ppu73Lpkoz3UUhPL3pbTzNMoswpGxljIPTm1 Lyy985b 5-11-14 11-11-6 17-10-10 23-10-2 29-10-0 5-11-14 5-11-8 I 5-11-4 i 5-11-8 i 5-11-14 Scale=1:50.4 6x6 11 6x6 1/ 3 19 20 21 22 4 0 6.00 12 23 4x5 18 4x5 2 5 in • i ` rbS 17 24 1 6 d pm 10 9 8 7 4x6 II 2x4 II 7x6= 7x6= 2x4 II 4x6 II 5-11-14I 11-11-6 I 17-10-10 I 23-10-2 I 29-10-0 5-11-14 5-11-8 5-11-4 5-11-8 5-11-14 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-11],[6:0-0-1,0-0-3],[6:0-0-3,0-5-0],[6:0-2-12,0-0-11] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.36 7-8 >981 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.47 7-8 >761 180 BCLL 0.0 • Rep Stress(nor YES WB 0.49 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-AS Weight:142 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 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,6=1193/0-5-8 Max Horz 1=141(LC 11) Max Uplift 1=-313(LC 12),6=-313(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2065/716,2-3=-1647/650,3-4=-1415/630,4-5=-1647/650,5-6=-2065/716 BOT CHORD 1-10=-576/1849,9-10=-576/1849,8-9-360/1442,7-8=566/1775,6-7=-566/1775 WEBS 2-9=-531/247,3-9=-59/404,4-8=-59/404,5-8=-531/247 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.,GCp1-0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-11-6,Exterior(2)11-11-6 to 22-1-9,Interior(1)22-1-9 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=313,6=313. 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. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 rev.10/03/2015 BEFORE USE to Design valid for use only with Milek J 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 A building design. Bracing Indicated is to prevent buckling of IndMdual 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 possde personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Quality Crterla,DSB49 and BCSI Bulling Component 6904 Parke East Bbd. Solely Information available from Truss Plate institute,218 N.lee Street.Suite 312.Alexandria.VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731544 14759T0 T52 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:01 2017 Page 1 I D:TMAX8iHH PIT0ooR15bw4u8yBj 1 i-10SW GhpMZHBL6r_XdW 7iVbwIK7EgFHRe7WbuOy985a 15-10-10 7-5-11 13-11-6 4-11-Q 22-4-5 29-10-0 7-5-11 I 6-5-11 d-11.10 I 6-5-11 I 7.5-11 0-11-10 Scale=1:50.9 3x6= 5x6=3x6= 3 4 5 6.00 12 17 18 2x4\\ 2x4 4 2 6 N I 16 19 1 7 i EL ES 1, Ili Ion 9 20 21 8 P. 6x8= 6X8— 4x6 I 4x6 II 9-11-7 19.10-9 29-10-0 9-11-7 I 9-11-2 I 9-11-7 Plate Offsets(X,Y)— [1:0-2-12,0-0-11],[1:0.0-3,0-5-0],[1:0-0-1,0.0-3],[3:0.3-8,0-2-4],[4:0-3-0,0-3-01,[5:0-3-8,0-2-4],[7:0-0-1,0-0-3],[7:0-0-3,0-5-0],[7:0-2-12,0-0-11] LOADING(psf) ' SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.44 8-9 >805 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.66 8-9 >539 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:135 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 WEDGE Left:2x4 SP No.3,Right 2x4 SP No.3 REACTIONS. (Ib/size) 1=1193/0-5-8,7=1193/0-5-0 Max Horz 1=164(LC 11) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2000/676,2-3=-1779/678,3-4=-1508/672,4-5=-1508/672,5-6=-1779/678, 6-7=-2000/676 BOT CHORD 1-9=-522/1759,8-9=-260/1163,7-8=-511/1709 WEBS 2-9=-392/297,4-9=-180/711,4-8=-180/711,6-8=-392/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-11-6,Exterior(2)13-11-6 to 15-10-10,Interior(1)20-1-9 to 29-10-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except Qt=lb) 1=313,7=313. 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. f Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ap-7473 rev.101031201S BEFORE USE Design valid for use only 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 stability and to prevent collapse with possible personal knlrsy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and thus systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12731545 14759T0 T53 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:01 2017 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj i i-IOSW GhpMZHBL6r_XdW 7iVbvzAKB4gF2Re7W buOy985a 7-5-11 14-11-0 22-4-5 29-10-0 7-5-11 7-5-5 7-5-5 7-5-11 Scale=1:51.1 6x6= 6.00 12 3 ii 15 16 7x6 7x8 2 4 ♦ 1 14 17 1 5 my. Io 7 18 19 6 6x8= 6x8= 4x6 4x6 II 9-11-7 19-10-9 29-10-0 9-11-7 9-11-2 9-11-7 Plate Offsets(X,Y)— [1:0-0-1,0-0-31,[1:0-0-3;0-5-0],[1:0-2-12,04-11],[5:0-0-1,0-0-3],[5:0-0-3,0-5-0],[5:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.41 6-7 >868 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.61 6-7 >592 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,5=1193/0-5-0 Max Horz 1=-175(LC 10) Max Uplift 1=-313(LC 12),5=-313(LC 12) FORCES. (ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2011/643,2-3=-1787/648,3-4=-1787/648,4-5=-2011/643 BOT CHORD 1-7=-463/1782,6-7.214/1171,5-6-463/1721 WEBS 3-6=-175/737,4-6=-426/291,3-7=-175/737,2-7=-426/291 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 14-11-0,Exterior(2)14-11-0 to 17-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.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) 1=313,5=313. 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-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Af1-7473 rev.10/D3t2015 BEFORE USE. Design valid for use only with MITeleS connectors.This design Is based only upon parameters shown,and is for an IndivIdual building component,not a truss system.Before rise,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/1Pt 1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T127315461 14759T0 154 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:02 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-mCOuU1 q_KaJCj?ZkBEex2oR7RkTUPXBatnF8Qgy985Z 7-5-11 14-11-0 22-4-5 27-3-10 7-5-11 I 7-5-5 7-5-5 I 4-11-5 Scale=1:49.7 6x6= 6.00 112 3 rib 13 4 7x6 i 4x5 2 4 t�� .1 15 2x4 II 12 5 n 1 d - 88 16 17 7 6 6x8= 7x6= 4x5= 4x6 II 9-11-7 19-10-9 27-3-10 9-11-7I I 9-11-2 7-5-1 - Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.42 7-8 >769 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.63 7-8 >521 180 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:138 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 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1086/0-5-8,6=1086/Mechanical Max Horz 1=162(LC 11) Max Uplift 1=-283(LC 12),6=-287(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1790/576,2-3=-1565/580,3-4=-1324/510 BOT CHORD 1-8-461/1595,7-8=-210/976,6-7=-336/1113 WEBS 2-8=-431/292,3-8=-176/747,3-7=-60/374,4-6=-1387/435 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.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 14-11-0,Exterior(2)14-11-0 to 17-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=283,6=287. 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. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MJ-7473 rev.10103/2015 BEFORE USE jot Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the,.ip plicabYify of design parameters and properly Incorporate this design into the overall building design. Bracing Irrdk;ated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Trek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSt/lPl t Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731547 14759T0 155 Flat Girder 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:03 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-EOZGhMrc5uR3L98wkx9Aa0_En8lx8_Ik5R?hyGy985Y 4-10-8 9-9-0 4-10-8 4-10-8 Scale=1:18.1 5x6_ 2x4 1 1 5x6= • • 7 8 9 t0 4 THD26 THD26 10x12= TH026 THD26 6 4x5= 4x5= 4-10-8 9-9-0 4-10-8 4-10-8 Plate Offsets(X,Y)— [1:0-3-0,0-1-8],[3:0-3-0,0-1-8],[4:Edge,0-1-12],[6:0-0-0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.16 5-6 >721 180 BCLL 0.0 * Rep Stress!nor NO WB 0.98 Horz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 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) 6=2539/Mechanical,4=2483/Mechanical Max Uplift 6=-761(LC 4),4=-745(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1621/530,1-2=-5351/1587,2-3=-5351/1587,3-4=-1623/531 BOT CHORD 5-6=-134/426,4-5=-131/418 WEBS 1-5=-1513/5127,2-5=-282/301,3-5=-1516/5136 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=5.0psf;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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=761,4=745. 9)Use USP THD26(With 16d nails Into Girder&NA9D nails Into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-12 from the left end to 7-9-12 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:7=-1066(B)8=-1066(B)9=-1066(B)10=1066(B) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.160312015 BEFORE USE Design valid for use only with MiTek®connectors.Ttds 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 appllcab®Ity of design parameters and properly incorporate this design Into the overall btilding 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,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Tries Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 - Job Truss Truss Type 4 'Qty Ply T12731548' 14759T0 T56 Common Girder I 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:04 2017 Page 1 ID:TMAX8iHHPIT0ooRI5bw4u8yBj1 i-ib7evisFsCawzJj6lfgP7DXTiXAnta3tK5kFVjy985X 4-11-14 9-11-7 14-11-0 19-10-924-10-2 29-10-0 4-11-14 4-11-9 4-11-9 4-11-9 4-11-9 4-11-14 Scale=1:52.5 6x6= 4 6.00 NY d 4x5 i 4x5 3 5 r, ,1 6x6 6x6 2 6 1\ / fr 1 7 N .411 N Iii, I II II 11 6.- 11 10 18 19 9 8 20 =' 4x5= 8x10= Bx10= 4x5= THD26-2 6x6— — 6x6= 5-11-13 11-11-4 17-10-12 23-10-3 29-10-0 5-11-13 5-11-8 5-11-8 5-11-8 5-11-13 Plate Offsets(X,Y)-- [1:0-0-0,0-2-1],[7:0-0-0,0-2-1],[9:0-5-0,0-4-8],[10:0-5-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.11 8-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.20 8-17 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:369 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD 2x6 SP SS`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-10:2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1396/0-5-8,7=3509/0-5-0 Max Horz 1=175(LC 7) Max Uplift 1=-375(LC 8),7=-1022(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2522/698,2-3=-2420/736,3-4=-2072/699,4-5=-2228/747,5-6=-4105/1251, 6-7=-4183/1210 BOT CHORD 1-11=561/2195,10-11=-442/1937,9-10=-282/1552,8-9=568/2350,7-8=-1033/3739 WEBS 4-9=-327/1055,5-9=-1189/470,5-8=-637/2090,6-8=-368/212,4-10=-207/687, 3-10=-443/261,3-11=-139/342 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)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 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=375,7=1022. 8)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 27-5-2 from the left end to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,12-15=-20 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/022015 BEFORE USE. la Design valid for use only with MITekS)connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must vedfy 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 tracing of trusses and truss systems,seeANSI/1PII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply �f T12731548 1475910 156 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:05 2017 Page 2 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-Anh062ttdVinaSIJsMBef R3eSxW 0c 1 J 1 ZIUo19y985W LOAD CASE(S) Standard Concentrated Loads(Ib) Veil:20=-2519(B) A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE 1111-7473 rev.10/03/2015 BEFORE USE. pot Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and is for an Indiddual 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. Adaltlonat temporary and permanent bracing Mitek` B always required for stability and to prevent collapse with possible personal kslray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Aterandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731549 14759T0 T57 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:06 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-ezFPKOtVOpgeCcsVQ4itCeclfLtbLMjAoPDMZby985V 7-5-11i 14-11-0 22-4-11 27-6-10 33-8-0 7-5-11 7-5-5 7-5-11 5-1-15 6-1-6 Scale=1:59.1 5x6=- 6.00 6.00 12 3 ii 6x8 i 4x5 2 4 6x6= 7x14 MT20HS= 100004iiii 5 6 ..<0.41 N 1 _.4ggllgllggllIllIlobbb.. M w, C♦a 2 11 10 9 8 7 3x8 II 2x4 II 7x10= 8x12 MT2OHS= 8x12 MT2OHS= 5x6= THD26-2 7-5-11 14-11-0 22-4-11I 27-6-10 33-8-0 7-5-11 7-5-5 7-5-11 5-1-15 6-1-6 _. Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-01,[1:0-0-1,0-0-31,[6:0-5.8,Edge],[7:Edge,0-2-121,[8:0-5-8,0-4-121,19:0-6-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.35 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.64 8-9 >622 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:372 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, 5-6:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. 7-9:2x6 SP SS WEBS 2x4 SP No.3`Except* 6-7,5-9:2x6 SP No.2,6-8:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=3378/0-5-8,1=1760/0-5-8 Max Horz 1=164(LC 7) Max Uplift 7=-978(LC 8),1=-479(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3188/892,2-3=-2645/817,3-4=-2649/816,4-5=5601/1615,5-6=-12104/3511, 6-7=-2957/898 BOT CHORD 1-11=-750/2761,10-11=-752/2759,9-10=-1378/4913,8-9=-3534/12166,7-8=-216/726 WEBS 2-11=0/252,2-10=-636/302,3-10=-503/1850,4-10=-2995/963,4-9=577/2299, 5-9=-7466/2223,5-8=-945/555,6-8=-3388/11697 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 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 8-5 2x4-2 rows staggered at 0-2-0 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)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 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)except(jt=lb) 7=978,1=479. 10)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 27-5-2 from the left end to connect truss(es) to front face of bottom chord. f kifigAR- my eesign parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mr-7473 rev.I0N3/2015 BEFORE USE pill Design valid for use only with MllekU connectors.Ibis design is bused only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the balding designer must verity the cit spileablity of design parameters and properly incorporate this design Into the overall • building design. Bracing Indicated Is to prevent buckling of Individual dual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal trtpay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeAN31/WPl1 Gustily Crilerla,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandda.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply T12731549 14759T0 T57 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:06 2017 Page 2 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-ezFPKOtVOpgeCcsVQ4itCeclfLibLMjAoPDMZby985V LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-3=-60,3-5=-60,5-6=-60,7-12=-20 Concentrated Loads(Ib) Vert:8=-2463(F) 111111111/1A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.IOW/201S BEFORE USE. Design valid for use only with MIdek®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 Indlvkdual 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 possbie personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPlt Gualtly Criteria,DSB-09 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 T12731550 14759T0 158 Roof Special 1 1 I ;Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:07 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-6ApnXku796yVgmRhznD61s8yvlDf4pAK03zv52y985U 7-5-11I 14-11-0 I 22-4-5 I 25-10-4 I 29-7-6 I 33-8-0 7-5-11 7-5-5 7-5-5 3-5-15 3-9.2 4-0-10 Scale=1:58.8 7x10= 6.00 FT 3 3x4\\ 17 18 3x4 \ 3x4\\ 4x5 7x6 3x4\\ 2 4 ♦* a 2x4 I 56x6= 4x6= 7 °1"V"d°1."..;'' ''' 16 [7 Q N ,.T] I: n N YYY 1 N CI • • V 12 11 10 9 8 4x6 I 4x5= 7x6= 6x6= 4x5= 5x6= 7-5-11 14-11-0 22-4-5 25-10-4 33-8-0 7-5-11 I 7-5-5 1 7-5-5 I 3-5-15 1 7-9-12 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-11] ._ 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.22 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.42 11-12 >953 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-2(4-11); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1341/0-5-8,1=1341/0-5-8 Max Harz 1=156(LC 11) Max Uplift 8=-355(LC 12),1=-349(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2332/715,2-3=-2332/885,3-4=-1763/616,4-5=-2864/887,5-6=-3397/1006 BOT CHORD 1-12=-629/2002,11-12=-388/1474,10-11=-765/2535,9-10=-1024/3446,8-9=-660/2006 WEBS 2-12=-451/321,3-12=-343/808,3-11=-136/818,4-11=-1196/445,4-10=-128/708, 5-10=-1075/309,5-9=-784/285,6-9=-410/1649,6.8=-2258/765 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 14-11-0,Exterior(2)14-11-0 to 17-11-0,Interior(1)25-10-4 to 33-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=355,1=349. 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 end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE • 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 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 M ek is always required for stabltty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of muses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Binding Component 6904 Parke East Blvd. Safely Information avoNable from Truss Plate InsttMe.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 A. Job Truss Truss Type Qty Ply T12731551 14759T0 T59 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 a Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:08 2017 Page 1 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-aMN9k4VI WQ4MRw0tXUILH3h7f8Z9pH_TFjiSeUy985T 7-5-11 14-11-0 22-4-5 24-10-4 28-10-14 32-11-88 7-5-11 7-5-5 I 7-5-5 l 2-5-15 I 4-0-10 4-0-10 0-8-8 Scale=1:60.3 7x10= 6.00 rfi 3 -' 3x4\\ 18 19 3x4\\ 3x4\\ 4x5 7x6 3x4\\ 2 4 6x6= 2x4 11 7x6= 5 6 17 8 2x4 I 17 114 0,)01101.111. /..isiii .li ...... .,. (1, 1-- V N a] 1 N 6 4J ei d !7 L7 "� 13 21 12 11 10 ,9 4x6 I I 4x5= 6x6= 6x6= 4x10= 5x6= 7-5-11 14-11-0 22-4-5I- 28-10-14 33-8-0 7-5-11 -5-5 - - 6-6-9 4-9-2 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0.3,0-5-0],[1:0-2-12,0-0-11],[9:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.21 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.41 12-13 >985 180 BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 9 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-2(4-12); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1341/0-5-8,9=1341/0-5-8 Max Horz 1=154(LC 11) Max Uplift 1=-348(LC 12),9=-356(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2333/717,2-3=-2333/887,3-4=-1762/620,4-5=-2852/892,5-6=-1951/624, 6-7=-1951/624 BOT CHORD 1-13=-634/2003,12-13=-394/1473,11-12=-772/2540,10-11=-945/3051,9-10=-99/282 WEBS 2-13=-451/321,3-13=-342/810,3-12=-140/813,4-12=-1203/445,4-11=-129/714, 5-11=-756/262,5-10=-1337/411,6-10=-288/202,7-10=-618/2029,7-9=-1270/473 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-11-0,Exterior(2)14-11-0 to 17-11-0,Interior(1)24-10-4 to 32-11-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=348,9=356. 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. N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AfIMEK REFERANCE PAGE AM-7473 rev.16032015 BEFORE USE pat Design valid for use only with MiTek0 connectors.Ibis design Is based only upon parameters shown,and Is for an individual buidlrng 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 turas 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 fobrlcatlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/191I QuaNy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Sheet-Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731552 14759T0 T60 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:09 2017 Page 1 I D:TMAX8iHHPlT0ooR 15bw4u8yBj 1 i-3YxXyQwNgkCD34b45CGagH E K8YwCYkHcU NSOAwy985S 0-7-911-11-0 13-3-0 8-6-4 i 12-6-14 16-7-8 19-4-0 0-7-0 1-4-0 1-4-0 5-3-4 4-0-10 4-0-10 2-8-8 Scale=1:48.5 5x6= 2x4= 3x4 112 1 2x4 I I el3 2x4 II 4 20 6.00112 3x4 A6 4x10 y5 All 16 17 18 �` 6x6— 6x6 r'I \� 4x5= 'x4 I I 2x4 I I 2x4 I I Ott �, 1i. 1�� 4x50 V V N OM *mg 14 13 12 11 4x5= 7x10= 4x10= 2x4 II 8-6-4 16-7-8 19-4-0 I 8-6-4 I 8-1-4 I 2-8-8 Plate Offsets(X,Y)-- [6:0-6-4,0-2-01,[13:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 ! Vert(LL) -0.14 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 I Vert(CT) -0.28 13-14 >813 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 I Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS I — 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'Except' JOINTS 1 Brace at Jt(s):16,18 6-15:2x4 SP No.2 REACTIONS. (lb/size) 11=749/0-5-8,14=730/0-5-8 Max Horz 14=-190(LC 12) Max Uplift 11=-161(LC 9),14=-231(LC 12) Max Gray 11=749(LC 22),14=730(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-1144/257,7-8=-944/182,8-9=-479/183,9-10=-565/168,10-11=-742/222 BOT CHORD 13-14=-37/573,12-13=-216/855 WEBS 7-13=-674/218,8-12=-524/159,10-12=-139/640,6-13=-242/872,6-14=-732/307 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-7-0,Interior(1)3-7-0 to 16-7-8,Exterior(2)16-7-8 to 19-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=161,14=231. 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. pg. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and Is for on individual building component,ent,not a truss system.Before use,the building designer must verify the applicability of design txxarneters 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/JP11 Quality Crlleria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss !Truss Type 1 Qty Ply T12731553 14759T0 T61 'Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:09 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-3YxXyQwNgkCD34b45CGagHEO6Y?7Yq_cUNSOAwy985S 5-6-9 10-11-7 16-6-0 19-4-0 5-6-9 5-4-13 5-6-9 2-10-0 Scale=1:32.9 4x5= 2x4 11 7x10= 6x6 /r 6.00112 1 11 2 12 3 13 14 4 lel 0 1 4x5 5 a v I a 9 8 7 10 6 2x4 II 2x4 1, 7x10= 2x4 H 4x10= 5 6 9 10-11-7 _ 16-6-0 i 19-4-0__ I 5-6-9 5-4-13 5-6-9 2-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 8-9 >999 180 i BCLL 0.0 " Rep Stress Incr YES WB 0.48 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS , Weight:116 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 REACTIONS. (lb/size) 10=762/0-5-8,6=762/0-5-8 Max Horz 10=-56(LC 12) Max Uplift 10=-302(LC 8),6=214(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-709/323,1-2=-814/318,2-3=-814/318,3-4=-500/234,4-5=-585/220, 5-6=-743/281 BOT CHORD 8-9=-328/973,7-8=-328/973 WEBS 1-9=-378/967,2-9=-339/256,3-7=-582/235,5-7=-207/657 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 16-6-0,Exterior(2) 16-6-0 to 19-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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) 10=302,6=214. 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. MIMS A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10113/2015 BEFORE USE. lot Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is tel an individual building component,not a truss system.Before use,the banding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. r9ack g Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiWek 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 Bulking Componatt 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 I T127315541 14759T0 T62 Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:11 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-?x2IN6xeCLSxJNISCd13viJjW MelOpdvxhx6Epy985Q 7-6-11 5-1-116-10.3 ]2-7I 9-3-3 14-4-14 51-11 I 1-8-9 Oi-1' I 1-8-9 I 5-1-11 I 0-4-4 Scale=1:27.2 4.2412 5x6= NAILED NAILED 6x8 16 3 17 6x8\NAILED NAD j� �\IL 18 NAILED 2 18 6.00 12 15'11100 `ilii 5 1 11 E n , • n Ia 19 8 20 7 21 6 22 3x8 II 2x4 I1 4x10= 2x4 II NAILED NAILED 3x8 it 7-611 5-1-11 610.3 2-7 9-3-3 14-4-14 I 57-11 I 1-69 044 I 1-8-9 I 5-1-11 I 0-4-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-01[1:0-0-1,0-0-3],[2:0-2-4,0-2-121[4:0-2-4,0-2-12],[5:0-0-1,0-0-3],[5:0-0-3,0-5-0],[5:0-3-8,Edge] LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 6-7 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.15 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:70 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=855/0-5-8,5=855/0-5-8 Max Horz 1=70(LC 24) Max Uplift 1=-232(LC 8),5=-232(LC 8) FORCES. (lb)-Max-Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1379/393,2-3=-1164/383,3-4=-1164/383,4-5=-1378/393 BOT CHORD 1-8.295/1169,7-8=-292/1175,6-7=-288/1174,5-6=-291/1168 WEBS 3-7=-67/403 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);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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=232,5=232. 6)'NAILED'indicates 2-12d(0.148'x3.25')toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)69 lb down at 4-9-12,and 69 lb down at 9-5-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-00,4-5=-60,9-12=-20 Concentrated Loads(Ib) Vert:2=-46(F)4=-46(F)16=-112(F)17=-112(F)19=-53(F)20=-68(F)21=-68(F)22=-53(F) 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AB7EK REFERANCE PAGE MII•7473 rev.1003/2015 BEFORE USE. Design valid for use only with MITeka connectors.This design Is based only upon parameters shown.and Is for an individual building component,not 1 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 tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available Corn Truss Mate Institute.218 N.Lee Street.Suite 312.Alexandrlo,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply TI2731555 14759T0 VO1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 Mitek Industries,Inc. Thu Dec 14 06:10:11 2017 Page 1 ID:TMAX8iH HPITOooR 15bw4u8yBj 1 i-?x21 N6xeCLSxJNISCd13viJngMlnOrOvxhx6Epy985Q 1-10-8 3-9-0 1-10-8 1-10-8 3x6= Scale=1:7.4 2 6.00 12 3 1 a ro d •ii ii i iii i i'�'�•i'iiii'i•�•i iii• i:•:':'.•::•::•::'::: :::::::•::•::'•::'::::::::::::::•::::'•:�:•: •::::•::•:::O:• o �i i iii::i:iii:i i i ii4 ii'ii'i'i:i::'•••••••:.•':.•:.•.•::.'::.'::i i i i:i.•::.•::.•:.•::.•::i i'i i i.•i i i i.•.•::.•.':'::•:'•: .❖:'.•.':':•.•.':•::':i:ii::::::•.:❖:::��i ii0'S..iO�J i•::':•:':'.':':::•:•::'::'.:•:::•:•::::•::::::':::::::•:':'O::❖:::'i'i:i'i❖:':'::•:•:::•:::•::•:•: 2x4 . 2 0108 3-9-0 0-0.8 3-8-8 Plate Offsets(X,Y)— [2:0-3-0,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=100/3-8-0,3=100/3-8-0 Max Horz 1=15(LC 11) Max Uplift 1=26(LC 12),3=-26(LC 12) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=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)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. _ r 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing 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 .. lubrication,storage.delivery,erection and bracing of trusses and buss systems,seeANSI/iPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcilable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 112731556 14759T0 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:12 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-T7cgaRyGzfanwXKfmKplSvsvQm4_IIX3ALggnFy985P 4-4-0 8-8-0 4-4-0 4-4-0 Scale=1:16.3 4x5 II 2 7 6.00112— 6 8 5 3 O - o g 4 2x4 2x4 I2x4 8 8-8-0 0-0.8 8-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=150/8-7-0,3=150/8-7-0,4=292/8-7-0 Max Horz 1=44(LC 11) Max Uplift 1=-56(LC 12),3=-56(LC 12),4=-43(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-4-0,Exterior(2)4-4-0 to 7-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mrtek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Qualify Criteria,DSB-89 and SCSI Sulking Component 6904 Parke East Blvd. Safety Information avciable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 . Job Truss Truss Type Qty Ply T12731557 14759T0 V03 Valley 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:12 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-T7cgaRyGzfanwXKfmKplSvsx5m4wIIG3ALggnFy985P 2-4-0 4-8-0 2-4-0 2-4-0 3x6= Scale=1:8.7 2 6.00 12 3 1 edilik _ �d 0 2x4 i 2x4 0-10(8 4-8-0 1 0-0-8 4-7-8 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (IWsize) 1=136/4-7-0,3=136/4-7-0 Max Horz 1=-20(LC 10) Max Uplift 1=-36(LC 12),3=-36(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. n I 1 11111111= 1 A WARNING-VsiNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with MiTek®connectors.Ibis design Is based only upon parameters shown,and Is lot an Individual buNding 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/IPll Quality CrIteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. I, Safely Information avdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12731558 14759T0 VO4 i Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:13 2017 Page 1 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-xJA2onzukyieYhvrK2KX_70609R 1 UI W CP?QDJhy985O 4-2-0 4-2-0 Scale=1:7.9 2 3.00 12 2x4 m 1 I d :'.::::::::❖:•:::•:•:❖:•:❖:•:•:❖:❖:•:•:•:::•::::::::::•:❖:❖:•:•:•:•:•:❖:•:'.•:•:•:::•:❖:•:•:•:::::::•:•:•:❖:•:•:❖:•:•:❖:❖:❖:::•:::::i i••:i•❖.••••�.❖:•:•••. .•�:'.•.•.•.'.:•.❖.•••••.•••••❖.••••❖•.•••❖.•.•.❖.•:.•.•.•.•.•.❖.••.❖.•�❖.•�•�❖�•.•�•���••'�❖.•.•.'•:::i••�•�•�•�•�•�•�•�•�•�•i••�•�•i••i i i i i••i i•••�•�•i••�•�•� _•_•e-�_•_•_e•_�!%%c._�aces��•e_•_e•_�_•_•_•.•e.•e.•.•.•.•.•.•.•_�_•_•_._c�ee•_�ee•_�•_e•_e•_a•-•.•e.•_•.•_�_•.•e_�.•_._•_c•_�ai QQQQQQ�I�IQQ�I�I�I�IQ�!�!•!�!�!•!�!�!�!i Q�IQQ�!�!�!�1�. 3 3x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.12 Vert(LL) n/a - ria 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) rife - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=111/4-1-0,3=111/4-1-0 Max Horz 1=32(LC 8) Max Uplift 1=-31(LC 8),3=-39(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/93/2015 BEFORE USE. Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal Injury and 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. Safety Information avdlabie from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type y F IQty Ply 112731559 14759T0 V05 1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 14 06:10:14 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4ueyBj1 i-PWkO?7_WVGgVArU1 ulrmXKxlnZo2DCgLdf9nr8y985N 3-9-45-1-4 3-9-4 1-4-0 Scale=1:14.6 2x4 1'1 3 6.00112 6 . 2x4 1 2 •1 Ila ,AddliAl I'l • o :.1.1.l.!•1:..❖.!.!.!.•.•.•.•.!.!.•.!.!.!.l.lO.•.❖.•.••••0:::.•.!.!.!.!.•.lO.l.•.:.•00.•.!.!.!.!.!.!.•.!.•.•.:!.1.:0:.1.1.1.!.!.!.!.❖O• 5 4 2x4 i 2x4 I 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(CT) 0.00 n/a n/a BCDL 10.0 1 Code FBC2017/TP12014 Matrix-P Weight:16 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=72/5-0-12,4=26/5-0-12,5=185/5-0-12 Max Horz 1=73(LC 12) Max Uplift 4=-11(LC 12),5=-72(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-5-1 to 4-5-1,Interior(1)4-5-1 to 4-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. id• Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent 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 Orality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilabie from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x y 6-4-8 dimensions shown in ft-In-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r��= Dimensions are in ft-in-sixteenths. viuAo4b. 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. 1/ N444 2. Truss bracing must be designed by an engineer.For 0- 1 d 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I a bracing should be considered. C 3. Never exceed the design loading shown and never ,-„mor �� (.3 stack materials on Inadequately braced trusses. a O O 4. Provide cop les of this truss design to the building For 4 x 2 orientation, locate designer,erection supervisor,property owner and plates 0-'i b"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 MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. use withUnless fire retardant,not ,this preservative treaten Is not d,or greenplicable r lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and I In all respects,equal to or better than that fr 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®All Rights Reserved approval of an engineer, reaction section indicates joint illIMINIell number where bearings occur. — 17,Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. • 11111lllllllllIII .. 0 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 1 /1 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture In accordance with Guide to Good Practice for Handling, • A ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015