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1774 ATLANTIC BEACH DR - TRUSSES -- . mils Lumber design valffes ars in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek- RE: 14709T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brothers - Atlantic Beach Project Name: . Model: The Terrano Lot/Block: 069 Subdivision: Atlantic Beach Address: 1774 Atlantic Beach, . City: Jacksonville State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontiga 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: FBC2017/TP12014 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 73 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. LNo. Seal# J Truss Name Date No. Seal# 'Truss Name Date 1 T12766515 i CJO2 J 12/18/17 18 ,T127665321 F08 12/18/17 12 1112766516 LCJ12 ( 12/18/17 11 9 LT127665331 F09 - L12/18/17 3 1 T1 276651 7 1 CJ22 j 12/18/17120 1T127665341 F10 12/18/17 4 1 T12766518 I CJ32 12/18/17121 1T127665351 F11 1 12/18/17 5 1T12766519 EJ26 12/18/17122 1T127665361F12 12/18/17 6 1 T12766520 1 EJ27 12/18/17123 I T12766537 F13 12/18/17 17- 1112766521 1 EJ36 l 12/18/17124 1312766538 F14 112/18/17 8 'T12766522 1 EJ37 1 12/18/17 125 1 T127665391 F15 ; 12/18/17 9 1T127665231EJ38 1 12/18/17 126 I T127665401 FG01 j 12/18/17 10 1 T12766524 I EJ39 1- 12/18/17127 I T127665411 FG02 112/18/17 11 T12766525F01 12/18/17128 17127665421 FG03 112/18/17 12 ,T12766526 F02 ; 12/18/17_129 1 T127665431 FT01 1-12/18/17 13 1T127665271F03 12/18/17130 1712766544 FT02 12/18/17 14 [T127665281F04 12/18/17131 1112766545 J02 112/18/17 15 1T127665291 F05 12/18/17132 T12766546 J12 112/18/17 16 T127665301 F06 112/18/17133 1112766547 J22 112/18/17 17 T12766531 11 F07 112/18/17134 1712766548(J32 112/18/17 .of i t I I I.,,,,i The truss drawing(s)referenced above have been prepared by MiTek ,��s`nw1.IUS Li."1 i i USA, Inc. under my direct supervision based on the parameters `��� ••..\ ••NSF.••• ''..' provided by Building Component Supply. • Truss Design Engineer's Name: Lee, Julius _ * I 0 4869 •A , My license renewal date for the state of Florida is February 28, 2019. _ : (I i i, , . .9 r 17.-0: ' IMPORTANT NOTE: The seal on these truss component designs is a certification 0:• IT. OF •:41.7 that the engineer named is licensed in the jurisdiction(s)identified and that the • ,. 1 designs comply with ANSI/TPI 1. These designs are based upon parameters '•4‘. •Z O 1� \O••'• •� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 0,_ ii ss ........ ••• •• ,4 s, given to MiTek. Any project specific information included is for MiTek's customers 'I,,,ON P.t_�%%S file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design Julius Lee PE No.34869 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 18,2017 Lee, Julius 1 of 2 RE: 14709T0 - Site Information: Customer Info: Toil Brothers-Atlantic Beach Project Name: . Model: The Terrano Lot/Block: 069 Subdivision: Atlantic Beach Address: 1774 Atlantic Beach, . City: Jacksonville State: FL No. Seal# Truss Name Date 35 T12766549 101 12/18/17 36 T12766550 I T02 12/18/17 37 T12766551 1103 12/18/17 38 T12766552 1104 12/18/17 39 T127665531105 12/18/17 40 T127665541106 12/18/17 41 T127665551107 12/18/17 42 T127665561108 12/18/17 43 T12766557 1 109 12/18/17 44 T127665581110 12/18/17 45 T127665591 T11 12/18/17 46 T127665601112 12/18/17 47 T12766561 1113 12/18/17 48 T12766562 J T14 12/18/17 49 T12766563 11-15 12/18/17 50 T12766564 1116 12/18/17 51 112766565 1 117 12/18/17 52 T12766566 1118 12/18/17 53 T127665671119 12/18/17_1 54 T12766568 1120 12/18/17 55 112766569 1 121 12/18/17 OFFICE � I ®� 56 T12766570 1 122 12/18/17 57 T12766571 1T23 12/18/17 L58 i112766572 T24 12/18/17 159 T127665731125 12/18/17 160 T12766574 1126 12/18/17 161 T127665751127 12/18/17 162 T127665761128 12/18/17 63 ;T127665771129 12/18/17 64 f T12766578 T30 12/18/17 65 T12766579 T31 12/18/17 66 !T127665801132 12/18/17 67 T12766581 1T33 12/18/17 68 T127665821-134 12/18/17 69 T1276658311-35 12/18/17 70 T127665841 V01 12/18/17 71 T127665851 V02 12/18/17 172 T12766586 V03 12/18/17 73 T127665871 VO4 1 12/18/17 2 of 2 Job Truss Truss Type Qty Ply T12766515 14709T0 CJO2 Jack-Open fi 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:42 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-JRz9G35n217fWzQiWyXubVbGkJCwanoZJ6xY70y7k71 2-9-3 2-9-3 2.12 F12 Scale:1.5"=1' 2 X 1 y 3 3x4= I 2-9-3 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 3-6 >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/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=108/0-7-0,2=73/Mechanical,3=35/Mechanical Max Horz 1=26(LC 8) Max Uplift 1=-41(LC 8),2=-52(LC 8) Max Gray 1=108(LC 1),2=73(LC 1),3=50(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)1,2. T I a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTekm connectors.this design is based only upon parameters shown,and Is for an indMdual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse Mill possible personal krlray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12766516 14709T0 CJ12 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:43 2017 Page 1 I D:TMAX8i HH PIT0ooR15bw4u8yBj 1 i-neXXUP6PpcFW 87?u4g277j8PKjYBJE2iYmg5gSy7k7k 2-9-3 2-9-3 Scale=1:11.5 3.54 12 2 2x4 II 3 4 2x4 I I 2-9-3 I 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a rtla BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=102/0-7-0,2=72/Mechanical,3=30/Mechanical Max Horz 4=52(LC 12) Max Uplift 4=-15(LC 8),2=44(LC 12) Max Gray 4=102(LC 1),2=72(LC 1),3=49(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE Design valid for use only with MITeke connectors.his 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 balding design. Bracing indicated Is to prevent buckling of individual tnrss 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/1PII Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply i 712766517 14709T0 CJ22 Jack-Open 2* 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:46 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-CDCg6R8H5Xd5?bjTlocglLmyFxZhWbn9EkvlGny7k7h 2-9-3 2-9-3 ' Scale=1:9.8 3.54 t 2 2 J, o 1 cv �— — +L1 / o r 1 Ii 3x611 3 384, 2-9-3 I 2-9-3 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7),[1:0-1-14,0-6-151 LOADING(psf) SPACING- 2-0-0 CSI. DE FL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.00 Horz(CT) -0.00 1 rt/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=66/Mechanical,3=42/Mechanical,1=108/0-7-0 Max Horz 1=33(LC 12) Max Uplift 2=-33(LC 12),3=-4(LC 12),1=-20(LC 12) Max Gray 2=66(LC 1),3=48(LC 3),1=108(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)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AMER REFERANCE PAGE MW-7473 rev.10/0312015 BEFORE USE. f 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 andproperly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M[Tek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply T12766518 14709T0 CJ32 Jack-Open 4� 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:50 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-4_SAypBo917XUC1 E_egmvBwc4YwiSPnk9MizPYy7k7d 2-9-3 2-9-3 Scale=1:9.8 3.54 12 2 `,I 4 csi )X' o 3 3x4=- 3x6 0-3-8 2-9-3 0-3-8 2-5-11 Plate Offsets(X,Y)— [1:0-0-0,0-1-7],[1:0-1-14,0-6-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.17 Vert(LL) 0.01 3-6 >999 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=66/Mechanical,3=42/Mechanical,1=108/0-4-15 Max Horz 1=33(LC 12) Max Uplift 2=-42(LC 12),3=-33(LC 12),1=-58(LC 12) Max Gray 2=66(LC 1),3=48(LC 3),1=108(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.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 Comer(3)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 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. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6.7473 rev.1010312015 BEFORE USE. Design valid for use only with Mileke connectors.Ibis design is based only upon p.srurneters 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,seeANS1/1P11 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 Qty Ply T12766519 14709T0 EJ26 JACK-OPEN } 18 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:51 2017 Page 1 I D:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-ZA0Z98CQw3FO6McQYLC?SPTi4yCVBsOuO0cW y_y7k7c 6-1-4 6-1-4 Scale=1:18.3 2 '� 5.00 12 8 m N l+) 7 rn 1 Mal =, 3 111116.. 3x5 II 6-1-4 6-1-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6),[1:0-0-5,0-6-51,[1:0-2-4,0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.09 3-6 >802 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.13 3-6 >544 180 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=163/Mechanical,3=78/Mechanical,1=242/0-5-8 Max Horz 1=103(LC 12) Max Uplift 2=-94(LC 12),1=-37(LC 12) Max Gray 2=163(LC 1),3=109(LC 3),1=242(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=5.0psf;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 6-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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)2,1. 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. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must 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 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,seeANSU1PI1 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,Nexadrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12766520 14709T0 EJ27 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:52 2017 Page 1 ID:TMAXBiHHPITOooR15bw4u8yBj1 i-1 MZxNUD2hNNFjW Bd53jE?cOtgLXkwJG1 cgM3URy7k7b 6-1-4 6-1-4 Scale=1:18.1 2 '+ 5.00 12 I 8 � O 7 C) N 1 • 3 3x5 II 6-1-4 6-1-4 Plate Offsets(X,Y)— (1:0 0 2,0 061,11:0-0-5,0-6-51,(1:0-2-4,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.09 3-6 >802 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.13 3-6 >544 180 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=163/Mechanical,3=78/Mechanical,1=242/0-5-8 Max Horz 1=103(LC 12) Max Uplift 2=-94(LC 12),1=-37(LC 12) Max Gray 2=163(LC 1),3=109(LC 3),1=242(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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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)2,1. 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. r, 1 Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE Md-7073 rev.10N312015 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.seeANSt/8181 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bud. 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 T12766521 14709T0 EJ36 JACK-OPEN tY 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:53 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4ueyBj 1 i-VZ7JagEgSgW 6LfmpfmETXgYOZIrHfmW ArK5dOty7k7a 6-1-4 6-1-4 Scale=1:18.3 2 A 5.00 FIT 8 .�' ,m N 7 d, 1 3 3x6 1I Q 3-Q 6-1-4 0 3-0 5-10-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-51,[1:0-2-12,0-1-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.60 Vert(LL) 0.20 3-6 >354 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.17 3-6 >434 180 BCLL 0.0 " Rep Stress!nor YES WB 0.00 Horz(CT) -0.03 2 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=163/Mechanical,3=78/Mechanical,1=242/0-3-8 Max Horz 1=103(LC 12) Max Uplift 2=-109(LC 12),3=66(LC 12),1=-123(LC 12) Max Gray 2=163(LC 1),3=109(LC 3),1=242(LC 1) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult.130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-8 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 except Qt=lb) 2=109,1.123. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek©connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml l;� eis• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bid. 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 T12766522 14709T0 EJ37 JACK-OPEN 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:55 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-RxF3?W Fw_ImpazvCnBGxcFe03ZZR7gOTIeak5my7k7Y 6-1-4 6-1-4 Scale=1:18.1 2 A 5.00 12 1' 8 9 N r 7 0 "� 1 • 3 3,6 11 3 6-1-4 0 3 0 5-10-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6),[1:0-0-5,0-6-5),[1:0-2-4,0-1-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.09 3-6 >802 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.13 3-6 >544 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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=163/Mechanical,3=78/Mechanical,1=242/0-3-8 Max Horz 1=103(LC 12) Max Uplift 2=-94(LC 12),1=-37(LC 12) Max Gray 2=163(LC 1),3=109(LC 3),1=242(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=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 6-0-8 zone;C-C for members and forces Sr MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/201S BEFORE USE. 1111" Design valid for use only with Weld)connectors.Ibis 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 appilcabtity 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 buss systems.seeANSI/IPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12766523 14709T0 EJ38 JACK-OPEN 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:57 2017 Page 1 ID:TMAX8IHHPITOooR15bw4u8yBj1 i-NKNgQCHBWv0XgH3aucJPigjktMEwbZVmmy3q9ey7k7W 6-1-4 6-1-4 Scale=1:19.7 2 5.00 RY. 9 rc � J iM B CN 1 3x4= 4 3 3x6 II Q 3- 5-2-12 I 6-1-4 3- 4-11-12 0-10-8 Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,11:0-1-11,0-4-131 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.08 4-7 >733 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.07 4-7 >891 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 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. All bearings Mechanical except(jt=length)1=0-3-8,4=0-5-8. (Ib)- Max Horz 1=103(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,1 except 3=-115(LC 1),4=-185(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,3,1 except 4=256(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=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 6-0-8 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 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)2,1 except(it=lb) 3=115,4=185. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMEK REFERANCE PAGE AN-7473 rev.10/03/2016 BEFORE USE. 111111. 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 any.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/lP11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Sutte 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12766524 14709T0 EJ39 JACK-OPEN 2 1 : Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:31:59 2017 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-KjVartI R2W GF3aDzO1 Ltn5o5MAwm3T?3DGYxEXy7k7U 1 6-1-4 6-1-4 Scale=1:18.1 2 �' 5.00 12 'J 9 o N m 8 . N 1 a ►t 3 ►l IPA 3x5 11 4 ¢3C 5-2-12 6-1-4 1 61-3-C 4-11-12 0-10-8 Plate Offsets(X,Y)-- (1:0-0-2,0-0-6],(1:0-0-5,0-6-5],(1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.44 Vert(CT) -0.06 4-7 >981 180 BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS I 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. All bearings Mechanical except(jt=length)1=0-3-8,4=0-5-8. (Ib)- Max Horz 1=103(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,1,4 except 3=-115(LC 1) Max Gray All reactions 250 lb or less at joint(s)2,3,1 except 4=256(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;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 6-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.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)2,1,4 except (jt=lb)3=115. 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. I 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP 7473 rev.10/03/2015 BEFORE USE. pa Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly 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,seeANSITIelI Quality Criteria,056-89 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 T12766525 14709T0 F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:00 2017 Page 1 I D:TMAX8iH HPITOooR 15bw4u8yBj 1 i-ov2y2DJ3og06hko9Zks6JILLdaMhowiCSwlVmzy7k7T 0-11118 0-1-8 Scale=1:43.9 3x4= 3x6 FP= 3x4= 1 2 3 4 • 5 6 7 8 9 10 11 12 13 14 15 16 17 L1LT2i 22 o a JILII9� _ e .5 e ee - 1911 � 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4= 3x4= 3x6 FP= 3x4= 3x4= 1 1-6-12 1 2-10-12 1 4-2-12 1 5-6-12 1 6-10-12 1 8-2-12 1 9-6-12 110-10-121 12-2-12 1 13-6-12 114-10-12 1 16-2-12 1 17-6-12 i18-10-121 20-2-12 1 21-6-12 122-10-121 24-2-1224-9-4 26-4-0 1 1-6-12 1-4-0 1-4-0 1-4-0 14-0 1-4-0 14-0 1-4-0 1-4-0 14-0 1-4-0 14-0 1-4-0 14-0 1-4-0 1-4-0 14-0 1-4-0 -6- 1-6-12 Plate Offsets(X,Y)-- [22:0-1-8,Edge),[24:0-1-8,Edge1,143:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 24 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 I Matrix-S Weight:132 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 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:43-44,23-24. REACTIONS. All bearings 26-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)44,23,43,24,42,41,40,39,38,37,35,34,33,32,31, 30,29,28,27,26,25 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, N Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. in Design valid for use only with MilekO 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/TPl1 Quality Criteria,OSB-89 and BCSI Budding 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 14709T0 F02 Floor 7� 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:02 2017 Page 1 ID:TMAX8iHHPITOooR15bw4u8yBj1 i-klAjTvLJKRegw2yYh9uaPjQXINraGgGVwDnbrsy7k7R 0-1-8 H 1 1-3-0 1 2-0-8 0-1-8 Scale=1:45.4 5x6= 5x6= 1.5x3= 4x6= 4x6= 3x6= 1.5x3 11 3x6 FP= 3x6= 4x6= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 f t i " _ w . i,e s I, 4 i /a x W NV VI 4 MA 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 5x6= 4x6= 4x6= 1.5x3 Il 3x12 M18SHS FP= 1.5x3 II 1.5x3 II 4x6= 4x6= 5x6= 26-9-8 II 26-9-8 Plate Offsets(X,Y)-- 11:Edge,0-1-81,17:0-1-8,Edgel,F13:0-1-8,Edge1,F22:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.51 21 >620 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.71 21 >452 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:149 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, 1-8:2x4 SP SS(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-23:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 29=1162/0-5-8,14=1162/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-29=-1158/0,13-14=-1158/0,1-2=962/0,2-3=-2492/0,3-4=-3646/0,4-5=-4470/0, 5-6=-4988/0,6-7=-4988/0,7-9=-4908/0,9-10=-4482/0,10-11=-3645/0,11-12=-2492/0, 12-13=-961/0 BOT CHORD 27-28=0/1820,26-27=0/3146,25-26=0/4158,24-25=0/4158,22-24=0/4772,21-22=0/4988, 20-21=0/4988,19-20-0/4786,18-19=0/4153,17-18-0/4153,16-17=0/3148, 15-16=0/1819 WEBS 1-28=0/1411,2-28=-1363/0,2-27=0/1067,3-27=-1040/0,3-26=0/794,4-26=-789/0, 4-24=0/481,5-24=-522/0,5-22=-136/682,6-22=-328/14,13-15=0/1411,12-15=-1363/0, 12-16=0/1068,11-16=-1041/0,11-17=0/789,10-17=-784/0,10-19-0/507,9-19=-483/0, 9-20=-49/399,7-20=-499/251 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 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE. pa Design valid for use only with MITek®connectors.Ifris 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 inlu ry 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 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 T12766527 14709T0 F03 Floor r 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:03 2017 Page 1 I D:TMAX8i H HPITOooR15bw4u8yBj 1 i-C Uk5gFLy5lmhYCXkFsPpxwzsRnNT?Gkf8tW 9NIy7k7Q 1-3-0 I I 0-6-4 3x4= 0-1-8 1 3x6= 21.5x3 I I 3 1.5x3 I I 4 Scale=1:11.1 ■�■ ■�■ w ■ 9 ■ 1.5x3= re 111 �■ ■i ■■ Mil 3x4= 8 7 6 Mi 3x4= 3x4 I I 3x4= 1-4-12l 1-9-4 l 3-9-4 1-4-12 0-4-8 2-0-0 Plate Offsets(X,Y)— 14:0-1-8,Edgel,[6:0-1-8,Edgel,[7:0-1-8,Edge),[B:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:29 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=194/Mechanical,5=187/0-7-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 4 t Ia.. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabNBy and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Inlormallon available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ii T12766528 14709T0 F04 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18'12:32:04 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-gglTubMas3uY9M6woax2U8VzzBdykkxoNXGivky7k7P I 1-3-8 I I 1-3-0316= 1 3x4 11 21.5x3 II 3 Scale=1:11.2 _ / 039 • /. i 3x4= 6 5 4 3x4 11 3x4 II 0-9-8 I t 20 1 1-6-8 3-2-0 0-9-8 0-4-8 0-4-8 1-7-8 Plate Offsets(X,Y)-- (1:Edge,0-1-81,[4:Edge,0-1-81,(5:0-1-8,Edge),[6:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.05 5 >741 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.06 5 >539 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:23 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-0 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) 6=160/Mechanical,4=160/Mechanical FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 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 fabrlcat on,storage,delivery.erection and bracing of truses and truss systems.seeANSI/IPI I Quality Criteria,DSB-S9 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712766529 14709T0 F05 Floor Girder 1 1 Job Reference(optional) Budding Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:05 2017 Page 1 I D:TM AX8i HH PITOooR15bw4u8yBj 1 i-8tsr5xNCdMOPnVg7MHSHOL21 sb?aT8DycB?GRAy7k70 1-3-0 1-2-0 Scale=1:12.9 MSH426 3x4= MSH426 MSH426 3x6=- 1 1 3x6= 11 2 3 3x4= 12 4 1 • • • \ • , ik--\,i 1 1I I . . . _ _ . 1 1 1 10 91 1 4 8 7 64 5 1.5x3 II 1.5x3 I I 3x4 II 3x4 II 1-6-0 5-5-0 6-11-0 1-6-0 l 3-11-0 I 1-6-0 l Plate Offsets(X,Y)— F2:0-1-8,Edge),13:0-1-8,Edge),(10:Edge,0-1-81 LOADING(pat) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.02 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(CT) -0.02 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.00 5 n/a n/a BCDL . 5.0 Code FBC2017/TPI2014 Matrix-S Weight:44 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=469/Mechanical,5=482/Mechanical FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-464/0,4-5=-475/0,1-2=-292/0,2-3=-556/0,3-4=-291/0 BOT CHORD 8-9=0/556,7-8=0/556,6-7=0/556 WEBS 4-6=0/436,1-9=0/439,3-6=-410/0,2-9=-407/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP MSH426(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4 from the left end to 5-10-4 to connect truss(es)to back face of top chord. 5)All all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10,1-4=-100 Concentrated Loads(lb) Vert:3=-60(B)11=-94(B)12=-64(B) e 1 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AW-7473 rev.10)03/2015 BEFORE USE. Mill Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal Inlrsy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/Minn'Quality Criteria,055-89 and SCSI Bueding Component 6904 Parke East Blvd. Safety Information available from Truss Plate InsMute,218 N.Lee street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • s T12766530 14709T0 F06 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:07 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBjI i-5FzcWdOS9_G6OpgVUiU15m7PfOacxlfE3VUMW3y7k7M 0-1-8 1-3-0 0-11.41- H I I I I Scale=1:12.6 MSH426 1 2 3 4 • 11 \ / . 12 \ • 1.5x3= • / I1 1 9 8 7 6 © , 1.5x3 II 1.5x3 II 1-6-0 5-2-4 6-8-4 1-6-0 I 3-8-4 I 1-6-0 Plate Offsets(X,Y)-- 12:0-1-8,Edge),[3:0-1-8,Edgel,[4:0-1-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.03 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.04 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:43 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=563/0-3-8,5=50210-7-4 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-566/0,4-5=-487/0,1-2=-401/0,2-3✓-716/0,3-4=-350/0 BOT CHORD 8-9=0/716,7-8=0/716,6-7=0/716 WEBS 4-6=0/509,1-9-01584,3-6=-564/0,2-9=-485/0,3-7=0/254 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP MSH426(With 16d nails into Girder&16d nails into Truss)or equivalent at 2-9-4 from the left end to connect truss(es)to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10,1-4=-100 Concentrated Loads(lb) Vert:2=-369(F) IIIIMIMMA WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE pot Design valid for use only with MiTekP-connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tr sses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rale Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. � Tampa.FL 33610 Job Truss Truss Type Oty Ply • a T12766531 14709T0 F07 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:08 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-ZRX_kyP4wHPzezPil Q?_e_gdQouEgPv019Ew2Vy7k7L 0-1-8 H I 1-3-0 I 1-0-8 Scale:3/8"=1' 4x6= 1.5x3= 4x6= 1.5x3 II 1.5x3 I I 3x6 FP= 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 11 1qo , e. - ' Is bl Le!71- , 1 4 e,,! e. I 23 , - 7\ z\ , \ / \ \ / \ / ..j 9 Iv e_ e . 7 _ e e e OM 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 3x8 MT2OHS FP= 4x6= 4x6= • 1-6-0I 4-0-0 I 6-6-0 I 12-9-8 I 15-3-8 I 17-9-8 I 19-3-8 1-6-0 2-6-0 2-6-0 6-3-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,116:0-1-8,Edgel,[17:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.21 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.28 17 >805 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.07 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:109 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) 22=1041/0-5-8,12=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1036/0,11-12=-1042/0,1-2=-836/0,2-3=-2083/0,3-4=-2857/0,4-5=-3221/0, 5-6=-3221/0,6-7=-3221/0,7-9=-2857/0,9-10=-2083/0,10-11=-834/0 BOT CHORD 20-21=0/1575,19-20=0/2570,17-19=0/3122,16-17-0/3221,15-16=0/3123,14-15=0/2570, 13-14=0/1576 WEBS 11-13=0/1254,1-21=0/1224,10-13=-1178/0,2-21=-1174/0,10-14=0/805,2-20=0/806, 9-14=-772/0,3-20=774/0,9-15=0/456,3-19=0/455,7-15=-422/0,4-19=-422/0, • 7-16=-163/431,4-17=-163/431 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. t, N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. IMIlii Design valid for use only with Weir®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 Milek' 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/TPit Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avalable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply f T12766532 14709T0 F08 Floor 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:09 2017 Page 1 I D:TMAX8iH HPITOooR 15bw4u8yBj 1 i-1 e5MxlQihbXgG7_ub7W DBBDmLCDDPsDXXpzTayy7k7K 0-1-8 HI 1-3-0 1140 0�18 sella=1:33.1 4x6= 4x6= 4x6= 1.5x3= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 23 11, i. 24 0 \ / \ / \/ \ /\/ \ / \ / of e e e *r 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x8 MT2OHS FP= 4x6= 4x6= 1-6-0I 4-0-0 6-6-0 13-1-0 15-7-0 18-1-0 19-7-0 1-6-0 2-6-0 2-6-0 6-7-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[11:0-1-8,Edge),[16:0-1-8,Edge1,[17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.22 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.30 16-17 >771 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.07 12 n/a n/0/ BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:17-19,15-16. REACTIONS. (lb/size) 22=1057/0-5-8,12=1057/0-3-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1052/0,11-12=-1052/0,1-2=-850/0,2-3=-2123/0,3-4=-2923/0,4-5=-3317/0, 5-6=-3317/0,6-7=-3317/0,7-8=-2923/0,8-10=-2123/0,10-11=-850/0 BOT CHORD 20-21=0/1602,19-20=0/2623,17-19=0/3201,16-17=0/3317,15-16=0/3201,14-15=0/2623, 13-14=0/1602 WEBS 11-13=0/1245,1-21=0/1245,10-13=-1194/0,2-21=-1194/0,10-14=0/827,2-20=0/827, 8-14=-795/0,3-20=-795/0,8-15=0/475,3-19=0/475,7-15=-442/0,4-19=-442/0, 7-16=-155/476,4-17=-155/476,5-17=-253/47,6-16=-253/47 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. t l tea. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE NI 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 MiRek' is always required for stability and to prevent collapse wtth possible personal Inpxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12766533 14709T0 F09 GABLE 1• 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:10 2017 Page 1 I D:TMAX8iHH PIT0ooR15bw4u8yBj 1 i-Vgfk8eRLSvfhtHZ49r1 Sj PI25cnO8SAhITj07Oy7k7J 0x8 0x8 Scale:3/8"=1' 3x4= 3x6 FP= 1 2 3 4 5 6 78 9 10 11 12 13 14 i5 16 0 11 a o o H 11 :341 - ; I - - • 32 31 30 29 28 2726 25 24 23 22 21 20 19 18 17 3x4= 3x4= 3x6 FP= 3x4= 1-6-12 2-10-12I 4-2-12 5-6-12 l 6-10-12 I 8-2-12 9-6-12 I 10-10-12 I 12-2-12 I 13-6-12 l 14-10-12 16-2-12 I 17-6-12 i 19-1-8 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 1-6-12 Plate Offsets(X,Y)-- f31:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - rl/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 17 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:95 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, .BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 19-1-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,30,29,28,27,25,24,23,22,21,20,19,18 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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. �t 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,seeANSl/IPII Quality Crtieria,DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12766534 14709T0 F10 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:12 2017 Page 1 I D:TMAX8i HH PIT000R15bw4u8yBj 1 i-RDnVZKSb_W vP7ajTGF4wogrJhPl8cHczDnC7BGy7k7H 0-1-8 H I 1-3-0 I 2-0-0 Ohre Scae=1:21.4 4x6- 4x6= 1.5x3= 1.5x3= 1 2 3 4 5 6 11.5 ti • • l 16 e 0 9 e • \ • • 13 • 12 11 10 9 8 4x6= 1.5x3 I I 1.5x3 II 4x6= 1-6-0I 4-0-0 8-9-0 11-3-0 I 12-9-0 1-6-0 2-6-0 4-9-0 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),[6:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) l/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.10 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.02 7 rVa 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.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) 14=681/0-5-8,7=681/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-677/0,6-7=-677/0,1-2=-517/0,2-3=-1175/0,3-4=-1378/0,4-5=-1175/0,5-6=-517/0 BOT CHORD 12-13=0/966,11-12=0/1378,10-11=0/1378,9-1(1=0/1378,8-9=0/966 WEBS 6-8-0/756,1-13=0/756,5-8=-713/0,2-13=-713/0,5-9=0/350,2-12=0/350,4-9=-411/0,3-12=-411/0 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 a tee. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with Milekh connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicabilty of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek" 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/IPli Quality Criteria,058-89 and BCS/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 • T12766535 14709T0 F11 • GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:12 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-RDnVZKSb_WvP7ajTGF4wogrOUPSUcMfzDnC7BGy7k7H 018 018 Scale=1:16.7 3x4 I I = 2 3 4 5 6 7 8 • • • • • — 71 — — — 1, • s e e e • e 16 15 14 13 12 11 10 9 3x4= 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-12 9-1-0 1-6-12 1-4-0 1-4-0 i 1-4-0 i 1-4-0 I 1-4-0 0-10-4 Plate Offsets(X,Y)-- 115:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 15 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight:51 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-1-0 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 9-1-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 FORCES. (lb)-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 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.10/0312015 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 arid to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSl/1PI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12766536 14709T0 F12 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:13 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-vPLtngTDlg1 Gkklfgzb9L1 NUaphW LkN7RRxhjjy7k7G 0-1-8 H 1-3-0 1-0-0 8 ScaIe'=1:19.7 1.5x3= 1.5x3= 1 2 3 4 5 6 a • • • • • • i -. 5 ] 16 il T\ / . .. ^ \ / \ / O aD 13 12 11 10 9 8 1,5x3 11 1.5x3 iI 1-6-0 4-0-0 7-9-0 10-3-0 11-9-0 1-6-0 1 2-6-0 j 3-9-0 2-6-0 I 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge),[4:0-1-8,Edge),[6:0-1-8,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.04 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.05 11-12 >999 240 BCLL 0.0 Rep Stress[nor YES WB 0.33 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:69 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) 14=626/0-5-8,7=626/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-622/0,6-7=-622/0,1-2=-469/0,2-3=-1035/0,3-4=-1186/0,4-5=-1035/0,5-6=-469/0 BOT CHORD 12-13-0/874,1112=0/1186,10-11=0/1186,9-10=0/1186,8-9=0/874 WEBS 6-8=0/685,1-13=0/685,5-8=-644/0,2-13=-644/0,5-9=0/272,2-12=0/272,4-9=-302/0,3-12=-302/0 NOTES- 1) OTES1)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 I Ai i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 015-7473 rev.10/03/2015 BEFORE USE la Design valid for use only with MITek®connectors.Ills design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate InstiMe.218 N.Lee Street,Suite 312,Nexanxdrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12766537 14709T0 F13 Floor • 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:14 2017 Page 1 I D:TMAX8iHH PITOooR15bw4u8yBj 1 i-NbvF_OUrV797MusrOg6OuFwdADO?4BOGg5hEG9y7k7F 0-1-8 H I 1-3-0 I 10-11-12 I I 1-9-12 i 01. 0 Scale=1:34.1 1.5x3= 3x6 FP= 3x8= 1.5x3 II 3x6= 1 2 3 4 5 6 7 8 9 10 11 � �1. \ /\�' 27_\/\/y\/ /\�'� 41 • ►1 ea 11 * 24 23 22 21 20 19 18 16 15 14 13 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3 II 3x6= 1-6-0 4-0-0 7-8-12 10-2-12 11-7-4 12-11-12 18-9-8 20-5-0 I 1-6-0 l 2-6-0 I 3-8-12 I 2-6-0 i 1-4-8 1-4-8 l 5-9-12 I 1-7-8 i Plate Offsets(X,Y)-- 14:0-1-8,Edgel,15:0-1-8,Edgel,18:0-1-8,Edgel,111:0-1-8,Edgel,114:0-1-8,Edgel LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.06 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.07 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.02 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:119 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 puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:17-18,16-17. REACTIONS. (lb/size) 25=601/0-5-8,12=430/0-3-8,17=1162/0-3-8 Max Gray 25=626(LC 10),12=458(LC 4),17=1162(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-622/0,11-12=-458/0,1-2=-469/0,2-4=-1036/0,4-5=-1187/0,5-6=-1039/0, 6-7=-479/0,7-8=-308/66,8-9=-622/0,9-10=-622/0,10-11=-339/0 BOT CHORD 23-24-0/875,22-23-0/1187,21-22=0/1187,20-21=0/1187,18-20=0/878,17-18=-320/30, 16-17=-320/30,15-16-0/622,14-15-0/622,13-14=0/594 WEBS 7-17=-1123/0,1-24=0/685,7-18=0/717,2-24=-644/0,6-18=-671/0,2-23=0/256, 6-20=0/332,4-23=-255/0,5-20=-326/0,11-13=0/465,7-16-0/486,10-13=-406/0, 8-16=-542/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. t _ 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE BM-7473 rev.10/03/2015 BEFORE USE. but Design valid for use only with MI lekD connectors.fits 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 apt,licabilly 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 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply • ` T12766538 14709T0 F14 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:16 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-K_0?PiV511PrcCOEV58szg?wC1 ewYzxZ8PALK2y7k7D 0-3-0 • 1-3-0 IH 2-1-0 0-u1 8 Scare=1:32.9 4x6= 4x6= 5x6 II 4x6= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 1 - oo 4,11, a W I 34 ,ik• itil RI R o - \/ m .- IIIW SAALAIL / wr. WA 4= .- 1 Wed ,- 23 22 21 20 19 19 17 16 15 14 13 ,� 1.5x3= 5x6= 4x6= 3x8 MT2OHS FP- 1.5x3 II - 1.5x3 I I 4x6= 4x6= • g 9 4 8 10-5-4 I 19-4-8 { g 9-1-0 1-0-12 8-11-4 Plate Offsets(X;Y)-- [2:0-3-0,Edge),[6:0-1-8,Edge),[7:0-1-8,Edge),[11:0-1-8,Edge),[22:0-1-8,Edge) 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.27 17-18 >871 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.36 17-18 >645 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) -0.02 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:108 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except` except end verticals. 12-19:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 12=1052/0-5-8,1=1055/0-2-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 11-12=-1046/0,2-3=-1115/0,3-4=-1740/0,4-5=-2691/0,5-6=-3189/0,6-7=-3261/0, 7-8=-2902/0,8-10=-2111/0,10-11=-846/0 BOT CHORD 21-22=0/1125,20-21=0/2311,18-20=0/3054,17-18=0/3261,16-17=0/3261,15-16-0/3261, 14-15=0/2598,13-14=0/1596 WEBS 3-22=-1195/0,2-22=0/1653,3-21=0/949,4-21=-907/0,4-20=0/604,5-20=-576/0, 5-18=0/361,6-18=-439/193,6-17=-274/150,11-13=0/1239,10-13=-1192/0,10-14=0/818, 8-14=-773/0,8-15=0/541,7-15=-739/0,7-16=-117/310 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 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. iNgt t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10/03201S BEFORE USE Design valid for use only with MiTekfy connectors. his 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.seeANSV1Pl1 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,Ajexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • 4 T12766539 14709T0 F15 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:17 2017 Page 1 I D:TMAX8iH HPITOooR 15bw4u8yBj 1 i-oAaOc 1 W ko2XiDLbQ3pf5VtYFDQ9fHcujM3vutUy7k7C Scale=1:15.1 I 1 3x6— 23 4 5 6 73x4 11 7• , ..m 1 _ 1 • __ I II 14 13 12 11 10 9 8 3x4 354= 3x4=- 1-6-12 1-6.12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-4 1 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-3-8 Plate Offsets(X,Y)-- F13:0-1-8,Edge1,F14:Edge,0-1-81 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 Ina YES WB 0.04 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-2-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-2-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 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. t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 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 Ihis design into the overall buNd ing 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/TP11 Quality Criteria,DSB-89 and BCSI 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 • e T12766540 14709T0 FG01 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:18 2017 Page 1 ID:TMAX81HHPIT0ooR15bw4u8yBj 1 i-GN8mgNXMZMfZrVAddW BK2551AgHdOtmsbjfSPwy7k7B 2-8-12I 5-3-12 7-10-12 10-7-8 2-8-12 2-7-0 2-7-0 2-8-12 Scale=1:17.7 1 5x6= 2 4x5= 2x4 I I 4 4= 5x6= 1 i ----------------:'- '--- :------------------ 7 ,,,___ _. ..A, 11 9 12 6 13 14 7 7x6= 15 THD46 7x6= THD467x10= THD46 THD46 10 THD46 Special 4x5 I I 4x6 II 2-8.12II 5-3-12 7-10-12 10-7-8 2-8-12 2-7-0 2-7-0 2-8-12 Plate Offsets(X,Y)-- [1:0-2-4,0-2-81,[5:0-2-4,0-2-81,[6:Edge,0-3.81,[7:0-2-0,0-4-121,[8:0-5-0,0-4-81,[9:0-2-0,0-4-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.09 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.12 8 >999 240 BCLL 0.0 ' Rep Stress Inch NO WB 0.83 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.01 8 >999 240 Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,2-8,4-8,5-7:2x4 SP No.2 REACTIONS. (lb/size) 10=1060/0-3-8,6=1221/Mechanical Max Uplift 10=-i74(LC 4),6=-i74(LC 4) Max Gray 10=2701(LC 12),6=3312(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2257/174,1-2=-4529/260,2-3=-6125/339,3-4=-6125/339,4-5=-4948/260, 5-6.2460/174 BOT CHORD 8-9=-260/4529,7-8=-260/4948 WEBS 1-9=-273/4857,2-9=-788/159,2-8=-88/1784,4-8=-88/1316,4-7=-594/159, 5-7=-273/5288 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. 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal) Left;#7 Dead+0.6 MW FRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind (Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+035(0.6 MWFRS Wind(Neg.Int)1st Parallel); #19 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 10 and 174 lb uplift at joint 6. 10)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-8 from the Contleftfisndrtmfl&6rto connect truss(es)to front face of bottom chord. kpa A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.1010312015 BEFORE USE Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and Is for an Individual buNding component,not a truss system.Before use,the building designer must verify the applicabtity of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.05849 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 • T12766540 1470970 FGO1 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:19 2017 Page 2 ID:TMAX8IHHPIT0ooR15bw4u8yBj1 i-kZi81jY_KgnPTflpBDiZbIdTwEdslKO?qN0?xNy7k7A NOTES- 11)Fill all nail holes where hanger is in contact with lumber. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)462 lb down at 7-3-12 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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:7=-266(F)11=-266(F)12=-266(F)13=-266(F)14=-124(B)15=-268(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MB-7473 rev.1010Sf2016 BEFORE USE. riff 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 applicabfity 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/IPl1 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 4 T12766541 1470910 FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:20 2017 Page 1 I D:TMAX8IHH PIT0ooR15bw4u8yBj 1 i-CIGW F3Yc5zvG4pK?laDo7W AZ1 e94UrZ9218YTpy7k79 3-9-12 7-7-8 3-9-12 3-9-12 i Scale=1:15.6 Special Special Special Special 3x4= 3x4= 3x5= 2x4 I I 1 2 9 3 10 Special 4 " P __ ''\' -' , —1 r iii 6 5 ........................ ... 4x10= 2x4 I I 3x4= 2x4 I I 8 7 1-0-8 3-9-12 7-7-8 1-0-8 I 2-9-4 I 3-9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(CT) -0.03 5-6 >999 240 BCLL 0.0 ` Rep Stress Incr NO WB 0.55 Horz(CT) -0.00 5 Na n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Wind(LL) 0.01 6 >999 240 Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=1974/Mechanical,8=-751/1-4-0,7=2857/1-4-0,7=2857/1-4-0 Max Uplift 5=-210(LC 8),8=-751(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-60/561,2-3=-1498/134,3-4=-1498/134,4-5=-1935/505 BOT CHORD 6-7=-561/60 WEBS 2-6=-219/2325,3-6=-1697/185,4-6=-143/1600,2-7=-1934/209,1-8=-66/659,1-7=-929/99 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;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 7-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss.to bearing plate capable of withstanding 210 lb uplift at joint 5 and 751 lb uplift at joint 8. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)679 lb down and 359 lb up at 7-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)Special hanger(s)or other connection device(s)shall be provided starting at 0-0-0 from the left end to 5-5-12 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. . LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-454,5-8=-10 Continued on oaoe 2 Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE __ t Design valid for use only with MiTek,o connectors.this design B based only upon parameters shown,and Is for an kidMdual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 0ty Ply a a T12766541 14709T0 FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:20 2017 Page 2 I D:TMAX8iHH PITOooR15bw4u8yBj l i-CIGW F3Yc5zvG4pK?kxDo7W AZ1 e94UrZ9218YTpy7k79 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:4.679 1 • Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 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 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 wilts possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712766542 14709TO FG03 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:20 2017 Page 1 ID:TMAXBiHHPITOooR15bw4u8yBj1 i-CIGW F3Yc5zvG4pK?kxDo7WAf3e0aUp89218YTpy7k79 I 3-0-2I 5-10-8 I 8-8-14 I 11-9-0 3-0-2 2-10-6 2-10-6 3-0-2 Scale=1:19.9 Special Special Special Special 2x4 II 4x5= 4x6= 1 4x6= Special 2 4x5= 3 Special 4 Special 5 o • o p • • 9 8 7 5x6= 5x6= 4x10= 10 6 2x4 II 2x4 II 3-0.2l 5-10-8 8-8-14 11-9-0 3-0-2 2-10-6 2-10-6 3-0-2 Plate Offsets(X,Y)-- [1:0-2-8,0-2-0],[5:0-2-8,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.07 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.14 8 >992 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.05 8 >999 240 Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9,2-8,4-8,5-7:2x4 SP No.2 REACTIONS. (lb/size) 10=2657/0-5-8,6=2657/0-3-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2587/0,1-2=-4288/0,2-3=-5635/0,3-4=-5635/0,4-5=-4288/0,5-6=-2587/0 BOT CHORD 8-9=0/4288,7-8=0/4288 WEBS 1-9-0/4566,2-9=-2009/0,2-8=0/1494,3-8=-1252/0,4-8=0/1494,4-7=-2009/0, 5-7=0/4566 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult_130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.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 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)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. 8)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 11-7-4 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-454,6-10=-10 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-392,6-10=-10 Continued on oaae 2 � 1 la 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7073 rev.10/022015 BEFORE USE Design valid for use only with MITekyl 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. exacting indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job ITruss Truss Type Qty Ply 14709T0 FG03 1 Flat Girder 1 712766542 I2 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:20 2017 Page 2 I D:TMAX81H H PITOooR 15bw4u8yBj 1 i-C IG W F3Yc5zvG4pK?kxDo7W Af3e0aUp89218YTpy7k79 LOAD CASE(S) Standard 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-248,6-10=-30 4) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-5=-2,6-10=-6 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-2,6-10=-6 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-223,6-10=-10 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-223,6-10.10 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-40,6-10=-6 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-87,6-10=-6 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-223,6-10=-10 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-223,6-10=-10 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-5=-206,6-10=-10 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:1-5=-405,6-10=-10 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:1-5=-405,6-10=-10 15)Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(pit) Vert:1-5=-405,6-10=-10 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-405,6-10=-10 , WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekm connectors.This design is based only upon parameters shown,and Is for an Individual building component,not Nit 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/TPll 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 • • T12766543 14709T0 FT01 Half Hip 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:21 2017 Page 1 I D:TMAX8iHH PITOooR15bw4uByBj 1 i-gyquSPZEsH 17izvBlekl gjijy2K8DFjIHht60Fy7k78 4-7-8 6-3-8 8-3-8 4-7-8 1-8-0 2-0-0 Scale=1:15.8 0.25 12 3x4= 3x5= 3x5= 3 11 4 5 1 5x6= 10 2 r 4X10'- • 9 y� 8 7 6x6= 5x8= 6 2x4 I I 2x4 I I (3 301 4-7-8 6-3-8 I 8-3-8 b 3 d 4-4-8 1-8-0 2-0-0 Plate Offsets(X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.03 8 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.10 8-9 >946 180 BCLL 0.0 • Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, 3-5:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 1-8:2x4 SP No.2 REACTIONS. (lb/size) 9=970/0-3-8,6=1077/0-3-8 Max Hprz 9=19(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-931/0,1-2=-2518/0,2-8=-534/0,2-3=-787/0,3-4=-418/0,4-5=-1274/0, 5-6=-1061/0 BOT CHORD 7-8=0/2383 WEBS 1-8-02563,5-7=0/1578,2-7=-1340/0,2-4=-875/0 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-9-4,Exterior(2)4-9-4 to 8-1-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-160,3-5=-160,6-9=-10 Concentrated Loads(Ib) Veil:3=-688 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-130,3-5=-130,6-9=-10 Concentrated Loads(Ib) Vert:3=-688 Continued on nage 2 a WARNING-Verity design paramebrs and READ NOTES ON THIS AND INCLUDED ASTER REFERANCE PAGE MA-7473 rev.10W3/2015 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 MiTe k Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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 . T12766543 14709T0 FT01 Half Hip 9 1 I Job Reference(optional_ Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:21 2017 Page 2 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-gyquSPZEsH 17izvBlek t gjijy2K8D Fj IH ht60Fy7k78 LOAD CASE(S) Standard 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pif) Vert:1-2=-40,3-5=-40,6-9=-30 Concentrated Loads(Ib) Vert:3=-688 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-10=62,2-10=38,3-5=62,6-9=-6 Horz:1-10=-72,2-10=-48,2-3=-58 Concentrated Loads(Ib) Vert:3=-688 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=38,3-11=38,5-11=62,6-9=-6 Horz:1-2=-48,2-3=-58 Concentrated Loads(Ib) Vert:3=-688 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-59,3-5=-59,6-9=-10 Horz:1-2=19,2-3=54 Concentrated Loads(Ib) Vert:3=-688 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Veil:1-2=-59,3-5=-59,6-9=-10 Horz:1-2=19,2-3=54 Concentrated Loads(Ib) Vert:3=-688 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=44,3-5=44,6-9=-6 Horz:1-2=-54,2-3=-15 Concentrated Loads(Ib) Vert:3=-688 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=44,3-5=44,6-9=-6 Horz:1-2=-54,2-3=-36 Concentrated Loads(Ib) Vert:3=-688 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-41,3-5-41,6-9=10 Horz:1-2=1,2-3=43 Concentrated Loads(Ib) Vert:3=-688 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-41,3-5=-41,6-9=-10 Horz:1-2=1,2-3=-6 Concentrated Loads(Ib) Vert:3=-688 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=31,3-5=31,6-9=-6 Horz:1-2=-41,2-3=-49 Concentrated Loads(Ib) Vert:3=-688 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=16,3-5=16,6-9=-6 Horz:1-2=-26,2-3=-34 Concentrated Loads(Ib) Veil:3=-688 14) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-41,3-5=-41,6-9=-10 Horz:1-2=1,2-3=9 Concentrated Loads(Ib) Veil:3=-688 15)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-41,3-5=-41,6-9=-10 Horz:1-2=1,2-3=9 Continued on Daae 3 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111-7473 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 taus systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Hate Institute.218 N.Lee Street,Suite 312,Nexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Py • T12766543 14709T0 FT01 Half Hip 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:21 2017 Page 3 I D:TMAX8iHHPITOooR15bw4u8yBj 1 i-gyquSPZEsH 17izvBlekl gjijy2K8DFj IHht60Fy7k78 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-688 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pif) Vert:1-2=-40,3.5=-40,6-9=-10 Concentrated Loads(Ib) Vert:3=-688 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-131,3-5=-131,6-9=-10 Horz:1-2=1,2-3=33 Concentrated Loads(lb) Vert 3=-688 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-2=-131,3-5=-131,6-9=-10 Horz:1-2=1,2-3=-5 Concentrated Loads(Ib) Vert:3=-688 19)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(pif) Vert:1-2=-131,3-5=-131,6-9=-10 Horz:1-2=1,2-3=6 Concentrated Loads(Ib) Vert:3=-688 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase =1.60 Uniform Loads(pif) Vert:1-2=-131,3-5=-131,6-9=-10 Horz:1-2=1,2-3=6 Concentrated Loads(Ib) Vert:3=-688 21)1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-2=-160,3-5=-160,6-9=-10 Concentrated Loads(lb) Vert:3=-688 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-2=-40,3-5=-160,6-9=-10 Concentrated Loads(Ib) Vert:3=-688 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pif) Vert:1-2=-130,3-5=-130,6-9=-10 Concentrated Loads(lb) Vert:3=-688 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-40,3-5=-130,6-9=-10 Concentrated Loads(lb) Vert:3=-688 WARNING-Verily design parameters and READ NOTES ON THIS AND MICLUDED ARTEK REFERANCE PAGE AW-7473 rev.10/932015 BEFORE USE Design valid for use only with MITekT connectors.This design is based ordy upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicrtIIty 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/1PII Quality Criteria,DSB-89 and SCSI 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 Qty Ply a • T12766544 14709T0 FT02 FLOOR 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:22 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4uSyBj1 i-88NHglasdb9_K7UOsMFGCxFzORIVyhW SW LdfYhy7k77 4-1-12 8-3-8 4-1-12 I 4-1-12 Scale=1:15.3 0.25 12 2x4 II 1 5x6= 2 1 i 4x5- 3 --1 7----------_________ _E I sxs 2x4 I I 4x5= 0-3-0 4-1-12 I 8-3-8 0 3 0 3-10-12 4-1-12 Plate Offsets(X,V)-- [1:0-3-0,0-2-41,[5:0-3-0,0-2-41,[6:0-2-0,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 60.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.07 5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.09 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-AS Weight 39 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=680/0-3-8,4=680/0-3-8 FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-646/0,1-2=-1606/0,3-4=-262/0 BOT CHORD 4-5=0/1600 WEBS 2-5=-340/0,2-4=-1645/0,1-5=0/1640 NOTES- 1)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. 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. i ivird. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.10/032015 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 verily the cp_H.dicabtlty 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 tracing of trusses and truss systems,seeANSl/lPl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandrta,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T12766545 14709T0 J02 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:23 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-dkxft5bVOuHrxG2aQ3mV18oHarCbhKxbl?MC48y7k76 2-0-0 2-0-0 3.00 rTZ Scale:1.5'=1' • 2 I 1 -------------- )( et's 3 3x4= 2-0-0 II 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (oc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 3-6 >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/TPI2014 Matrix-MP Weight:6 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. REACTIONS. (lb/size) 1=80/0-5-8,2=54/Mechanical,3=26/Mechanical Max Horz 1=22(LC 8) Max Uplift 1=-19(LC 8),2=-32(LC 8) Max Gray 1=80(LC 1),2=54(LC 1),3=37(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=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterlor(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 19 lb uplift at joint 1 and 32 lb uplift at joint 2. A WARNING-Verify design parameters and READ NOTES ON THZ AND INCLUDED ANTEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE Nit Design valid for use only with MITekb connectors.lNs 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 appiicabllly of design parameters and properly Incorporate this design Into the overall bugling design. &acing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possble 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 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 T12766546 14709T0 J12 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:23 2017 Page 1 I D:TMAX8i H HPITOooR15bw4u8yBj 1 i-dKxft5bVOuHrxG2aQ3mV18oGUrBChKxbl?MC48y7k76 2-0-0 2-0-0 Scale=1:11.7 5.00 12 2 A 2x4 11 1 0 • fi ■ 4 3 2x4 II 2-0-0 I 2-0-0 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 0.12 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 n/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. (lb/size) 4=74/0-5-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=53(LC 12) Max Uplift 2=-39(LC 12),3=-3(LC 12) Max Gray 4=74(LC 1),2=52(LC 1),3=36(LC 3) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(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 39 lb uplift at joint 2 and 3 lb uplift at joint 3. r, f Q WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AW7473 rev.1W0312015 BEFORE USE 1111 Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPII Qualify 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 T12766547 1470910 J22 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:24 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-5W V 15Rc79CQiZQdmzniklMKSVFYjQnBlze6mcay7k75 2-0-0 2-0-0 Scale=1:9.9 5.00 12 2 N 3 s ° II 3x4- 2-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,11:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 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=49/Mechanical,3=31/Mechanical,1=80/0-5-8 Max Horz 1=34(LC 12) Max Uplift 2=-28(LC 12),3=-5(LC 12),1=-9(LC 12) Max Gray 2=49(LC 1),3=35(LC 3),1=80(LC 1) FORCES. (Ib)-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;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 28 lb uplift at joint 2,5 lb uplift at joint 3 and 9 lb uplift at joint 1. 1 A WARNING-Verify 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 connectors.This design is based only upon parameters shown,and is for an IndMduai 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/IPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply e , T12766548 1470910 J32 Jack-Open 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:25 2017 Page 1 ID:TMAXBiHHPIT0ooR15bw4u8yBj1 i-Zj3PlmclwWYZBaCzXUpzgZtdyftg9ERuCIrJ90y7k74 I 2-0-0 2-0-0 Scale=1:9.9 5.00 12 2 1 3 3x4=3x6 II 10-3-0 2-0-0 0.3-0 1-9-0 Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,11:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 rVa rVa 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=49/Mechanical,3=31/Mechanical,1=80/0-3-8 Max Horz 1=34(LC 12) Max Uplift 2=-35(LC 12),3=-26(LC 12),1=-37(LC 12) Max Gray 2=49(LC 1),3=35(LC 3),1=80(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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 35 lb uplift at joint 2,26 lb uplift at joint 3 and 37 lb uplift at Joint 1. 1 r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED 5111EK REFERANCE PAGE 1147473 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 appticablity of design parameters and properly Incorporate this design Into the overall building design. Pr acing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" h always required for stability and to prevent collapse with possble personal ttluay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quatily Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • r T12766549 14709T0 T01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:26 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-1vdnV6dNhpgQokn95CKCNnQoo3ETthg1 RybthTy7k73 10-2-8 20-5-0 10-2-8 ' 10-2-8 Scale=1:33.7 5x6= 8 7 9 5.00 TIT. 296 r V 1030 5 i _;r . . :., 11 4 al : 12 3 i y 13 2 r : 14 Pi 1 kr 15 ' o ® a o o e fl - o o 'e o S o o )N 3x4 28 27 26 25 24 23 22 20 19 18 17 16 3x4 6x6= 20-5-0 II 20-5-0 Plate Offsets(X,Y)-- 18:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Doc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-5-0. (ib)- Max Horz 1=-76(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,15,23,24,25,26,27,28,21,20,19,18,17,16 Max Gray All reactions 250 lb or less at joint(s)1,15,22,23,24,25,26,27,28,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-3-1 to 3-6-8,Exterior(2)3-6-8 to 10-2-8,Comer(3)10-2-8 to 13-2-8 zone;C-C for members and forces&MV/FRS 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 tit 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)1,15,23,24,25, 26,27,28,21,20,19,18,17,16. t I A WARNNVG-Verily d•dgn premeters end READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE lIQ-7473 rev.10/032015 BEFORE USE 1111 Design valid for use only with MiTek®connectors.INs 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 applicablity of design parameters and properly Incorporate this design Pito 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 pose le personal Inlury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Buldng 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 • • T12766550 14709T0 102 Common 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:27 2017 Page 1 ID:TMAX8iH HPITOooR15bw4u8yBj 1 I-V5BAjSe?S7oHQuMLfvrRv_ywSRCc5FBfcKQDvy7k72 5-8-4 10-2-8 14-8-12 20-5-0 5-8-4 4-6-4 4-6-4 5.8.4 Scale=1:32.7 6x6= 3 5.00 12 15 16 2x4 I I 2x4 I 2 V V 14 17 1 5 7 6 3x8 I I3x8 11 6x6= 4x5= 5-8-4 14-8-12 20-5-0 5-8-4 9-0-8 5-8-4 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,11:0-0-5,0-6-51,[1:0.0-2,0-0-61,13:0-3-0,0-2-01,15:0-0-2,0-0-61,15:0-0-5,0-6-51,[5:03-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.17 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.37 6-7 >671 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:91 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=817/0-5-8,5=817/0-5-8 Max Horz 1=-78(LC 10) Max Uplift 1=-214(LC 12),5=-214(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1500/476,2-3=-1473/560,3-4=-1491/570,4-5=-1503/475 BOT CHORD 1-7=-362/1327,6-7=-227/916,5-6=-361/1329 WEBS 3-6=-189/620,4-6=-283/214,3-7=-178/605,2-7=-278/209 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;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=214,5=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. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AO-7473 rev.1603/2015 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/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 14709T0 T03 Roof Special 4` 1 T12766551 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:28 2017 Page 1 I D:TMAX8iHH PIT0ooR15bw4u8yBj 1 i-zilYwofdCRw822xYCcMgSCV3EspTLROKuG4zlLy7k71 3-0-2I 10-2-8 I 16-1-14 I 20-5-0 3-0-2 7-2-6 5-11-6 4-3-2 Scale=1:33.3 6x6= 4 2x4 H 5.00 FiF 5 20 II 21 2x4 II R 3 4x5 6 4x5 2 22 111° Pl si 1 10 1 5x12= 7x10= 7 q a f.f Iq 'P 13 12 9 8 d 3x8 II 3x8 II 4x5= 2x4 II 2x4 II 4x5= 3-0-2I 5-11-8 I 11-11-8 I 16-1-14 I 20-5-0 3-0-2 2-11-6 6-0-0 4-2-6 4-3-2 Plate Offsets(X,Y)-- [1:0.0-2,0-0-61,[1:0-0-5,0-6-51,[1:0-3-8,Edge],(7:03-8,Edge1,[7:0-0-5,0-6-5],[7:0-0-2,0-0-61,[10:0-3-0,0-3-41,[11:0-4-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.16 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.35 10-11 >699 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight 112 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. 3-12,5-9:2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=817/0-5-8,7=817/0-5-8 Max Horz 1=78(LC11) Max Uplift 1=-214(LC 12),7=214(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1484/502,2-3=-2940/903,3-4=-3060/1003,4-5=-1976/679,5-6=-1999/635, 6-7=-1509/503 BOT CHORD 1-13=-412/1330,10-11=-331/1388,7-8=-401/1348 WEBS 2-13=-699/248,11-13=-413/1365,4-11=-541/1710,4-10=-248/813,8-10=-410/1390, 6-8=456/192,2-11=-368/1357,6-10=-87/458 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Enc.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-2,Interior(1)3-0-2 to 10-2-8,Exterior(2)10-2-8 to 13-2-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=214,7=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. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE?. -7473 rev.1ee32015 BEFORE USE lilt Design valid for use only with MITeke connectors.This design 8 based only upon rrtrameters 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 njuay and property damage, For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply • T12766552 14709TO 704 Common 2� 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:29 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj t i-RUJw88fFzk2?f B W kmKty?P2FjG9a4OpU7wpXlny7k70 I 5-1-10I 10-2-8 I 15-3-6 I 20-5-0 5-1-10 5-0-14 5-0-14 5-1-10 Scale=1:32.7 6x6= 3 5.00 12 ilor,, 15 16 2x4\� 2x4// 2 4 /\ 14 17 5x. 1d• 9 7 6 3x8 I I 6x6= 4x5= 3x8 I I 6-9-14 13-7-2 20-5-0 6-9-14 { 6-9-3 6-9-14 Plate Offsets(X,Y)-- 11:0-0-2,0-0-61,11:0-0-5,0-6-51,11:0-3-8,Edgel,15:0-0-2,0-0-6],15:0-0-5,0-6-51,15:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.15 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight 90 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=817/0-5-8,5=817/0-5-8 Max Horz 1=-78(LC 10) Max Uplift 1=214(LC 12),5=214(LC 12) FORCES. (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1496/510,2-3=-1334/484,3-4=-1334/484,4-5=-1496/510 BOT CHORD 1-7=-399/1333,6-7=-226/931,5-6=-399/1333 WEBS 3-6=-103/440,4-6=-280/189,3-7=-103/440,2-7=-280/189 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;8=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 10-2-8,Exterior(2)10-2-8 to 13-2-8 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 100 lb uplift at joint(s)except(jtdb) 1=214,5=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. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE III 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 truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/tPil Quality Criteria,DSB-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 Truss Type Qty Ply • T12766553 14709T0 T05 Half Hip Girder 1 1 • Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:31 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-OtQgZghW VMIivVg6uIwN4g7Ug4gFYrkmaE IeMgy7k7_ 2-0.0 8-1-0 200 6-1-0 Scale=1:15.2 3.00 12 Special 5x6= NAILED NAILED 2x4 II 2 9 10 3 — c _ 11 12 ♦ 52x4 l I NAILED NAILED 4 Special 3x4= 4x5= 2-0-0 8-1-0 2-0-0 6-1-0 Plate Offsets(X,Y)-- 12:0-1-4,0-2-81 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) -0.05 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.12 4-5 >821 180 BCLL 0.0 * Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 4 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=331/0-5-8,4=329/Mechanical Max Horz 1=23(LC 4) Max Uplift 1=-117(LC 4),4=-133(LC 4) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-727/203 BOT CHORD 1-5=-203/680,4-5=-18W695 WEBS 2-4=-700/189 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=117,4=133. 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)57 lb down and 110 lb up at 2-0-0 on top chord,and 24 lb down 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=-14(B)11=-6(B)12=-6(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-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 verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing Milek 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,sec-ANSI/7P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • 712766554 14709T0 T06 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:32 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4ueyBj 1 i-s3_2mAi8GfQZW fFJRSRcc2gIFT8zHNgwpu2Bt6y7k6z 4-0-0 8-1-0 4-0-0 4-1-0 Scale=1:15.2 4x5= 3.00 12 2x4 II 2 9 3 8 ' 1 4 4x5= 3x4= 4-0-0 8-1-0 4-0-0 4-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13 4-7 >721 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.27 4-7 >355 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight 33 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=318/0-5-8,4=318/Mechanical Max Horz 1=45(LC 8) Max Uplift 1=-103(LC 8),4=-129(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-449/330 BOT CHORD 1-4=-343/415 WEBS 2-4=-435/360 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 7-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Qt=lb) 1=103,4=129. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mifek®connectors.ttis design Is based only upon parameters shown.and is for an indvidual txltdir Kl component.not a truss system.Before use,the latticing designer must verify the applicability of design parameters and properly h rcorporu tte 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 misses and Buss systems,seeANS1/TPI I Qually Offside,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avertable from Trus Plate Institute.218 N.Lee Street,Suite 312.Alexa drla.VA 22314. Tampa.FL 33610 'Job Truss Truss Type Qty Ply • T12766555 14709TO T07 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:32 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-s3_2mAi8GfQZWfFJRSRcc2gigT7KHOzwpu2Bt6y7k6z 6-0-0 8-1-0 6-0-0 2-1-0 Scale=1:15.2 4x5= 2x4 I l 2 3 3.00 9 8 \\ c � 4 3x4= 3x4= 6-0-0 8-1-0 6-0-0 2-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.15 4-7 >653 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.32 4-7 >300 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.02 1 nta n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:30 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=318/0-5-8,4=318/Mechanical Max Horz 1=68(LC 8) Max Uplift 1=-93(LC 8),4=-123(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-270/259 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 7-11-4 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)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)1 except Ot=lb) 4=123. 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 THOS AND INCLUDED MTTEK REFERANCE PAGE Aar-7473 rev.1693/2015 BEFORE USE Design valid for use only with MITeke 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' 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 friss systems.seeANSI/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 Truss Type Qty Ply • T12766556 14709T0 T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:33 2017 Page 1 I D:TMAX8iH HPITOooR 15bw4u8yBj 1 i-KFYRzWjm 1 zYQBppV?Ayr9FCwttU_Orv32YokQZy7k6y 6-0-0 8-1-0 6-0-0 2-1-0 Scale=1:16.4 2x4 II 3 3.00 12 2x4 2 9 ~�I 3x4= 3x5 8-1-0 8-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.14 4-7 >702 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.28 4-7 >335 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.02 1 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:33 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=318/0-5-8,4=318/Mechanical Max Horz 1=89(LC 8) Max Uplift 1=-85(LC 8),4=-113(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=368/184 BOT CHORD 1-4=-251/332 WEBS 2-4=-432/327 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11-4 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 Qt=lb) 4=113. 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 WARNNVG-Verily design parameters end READ NOTES ON THIS AND WCLUDED ABTEK REFERANCE PAGE MI-7473 rev.10W32015 BEFORE USE Design valid for use only with MITekO connectors.Ibis design k based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the 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 Mire le k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safety Information avaliable from Truss Plate Institute,218 N.Lee Street.Suite 312,/Vexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply a rt T12766557 14709TO T09 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:34 2017 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj 1 i-oS6pBrjOoHgHmzOhZtT4iT15cHgDIH9DGCXly?y7k6x 6-0-0 8-1-0 6-0-0 2-1-0 Scale=1:16.4 2x4 3 3.00 12 2x4 2 9 1 r 4 354= 3x5= 8-1-0 8-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.14 4-7 >702 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.28 4-7 >335 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:33 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. (Ib/size) 1=318/0-5-8,4=318/Mechanical Max Horz 1=89(LC 8) Max Uplift 1=-85(LC 8),4=-113(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-368/184 BOT CHORD 1-4=-251/332 WEBS 2-4=-432/327 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi-0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-11-4 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)1 except Qt=1b) 4=113. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and VT gypsum sheetrock be applied directly to the bottom chord. WARNING-Verily design parameters end READ NOTES ON MS AND INCLUDED MITER REFERANCE PAGE ARI-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek4)connectors.TNs design is based only upon parameters shown,and Is for an Individual buldi g component,not tut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 31.2.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply • 1470910 110 Roof Special 7 1 112766558 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:36 2017 Page 1 ID:TMAX8i H HPITOooR15bw4u8yBj 1 i-kgEZcXleKuw??GY4gIVYnugNR5TI DAJ W kW OPOty7k6v 6-0-0 7-11-8 l 6-0-0 1-11-8 Scale=1:15.3 3 4 2.- 2x4\\ 3.00 12 2 11 4 10 1 ' m • 6 4x6 11 I 3x4= 3x6 3 8-3-8 3 8-0-8 Plate Offsets(X,Y)-- 11:0-1-9,0-9-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.38 6-9 >256 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.30 6-9 >325 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(CT) -0.03 1 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:32 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) 5=299/0-3-8,1=325/0-3-8 Max Horz 1=88(LC 8) Max Uplift 5=-204(LC 8),1=-203(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-345/339 BOT CHORD 1-6=-433/330 WEBS 2-6=-468/613 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;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 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5 204,1=203. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. MEM a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7073 rev.1603/2015 BEFORE USE Not Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an irndividual balding component,not a tries system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated 1s to prevent buckling of individual inns web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possb4e 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 BuNdngComponent 6904 Parke East Blvd. Safely information avallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply . * T12766559 14709T0 T11 Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:38 2017 Page 1 ID:TMAX8iHHPITOooR15bw4u8yBj1 i-gDLK1 DmvsVAjEaiTojY0sJwk?uHJhetoBgVV5my7k6t 2-0-0 6-9-0 8-9-0 2-0-0 4-9-0 ! 2-0-0 Scale=1:16.4 4x10= Special 5.00 12 Special NAILED 4x5= 3 17 4 — 5x6 - . 5 4x5 2 1 / \!� �— `_e �`•. a6 i r► �► 1 i a 9 c4 8 18 7 2x4 I I NAILED 3x4= 31x8 I I Special Special 3x811 2-0-0 6-9-0 8-9-0 2-0-0 I 4-9-0 2-0-0 Plate Offsets(X,Y)— 11:0-2-8,0-0-41,13:0-6.8,0-2-01,16:0-6-3,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.01 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 * Rep Stress'nor NO WB 0.05 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 2x8 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=359/0-5-8,6=359/Mechanical Max Horz 1=15(LC 7) Max Uplift 1=-120(LC 8),6=-120(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-463/180,3-4=-399/159,4-6=-462/179 BOT CHORD 1-8=-139/395,7-8=-136/401,6-7=-137/393 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(;jt=lb) 1=120,6=120. 8)'NAILED'indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 111 lb up at 2-0-0,and 57 lb down and 111 lb up at 6-9-0 on top chord,and 26 lb down and 12 lb up at 2-2-2,and 26 lb down and 12 lb up at 6-6-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-6D,3-4=-60,4-6=-60,9-13=-20 Concentrated Loads(Ib) Vert:8=-8(B)7=-8(B)18=-3(B) / A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE AN-7473 rev.10/03/2015 BEFORE USE 1411 Design valid for use only with MITekth 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 raid 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 tar 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 taus systems,seeANSU1Pi1 Quality Criteria,058-89 and SCSI BuiidIng 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 • r T12766560 1470910 T12 Hip 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:39 2017 Page 1 ID:TMAX8i H HPITOooR 15bw4u8yBj 1 i-9PviEZnXdplaskHfMQ3FOW S_TIeeQZ?yQUF3dCy7k6s 4-0-0 14-4-814-9-01 8-9-0 4-0-0 0-4-8 0-4-8 4-0-0 Scale=1:18.8 4x5 11 5.00 fil 16 15 5x6' ! q 4x5 1 �\ 5 _ I R 2x4 II 3x8 11 3x8 11 4-0-0I4-4-814-9-OI 8-9-0 4-0-0 0-4-8 0-4-8 4-0-0 Plate Offsets(X,Y)-- [1:0 2 8,0 041,15:0-6 3,0-0 3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 6-9 >999 180 BCLL 0.0 Rep Stress!nor YES WB 0.06 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight 39 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 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=350/0-5-8,5=350/Mechanical Max Horz 1=32(LC 11) Max Uplift 1=-92(LC 12),5=-92(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-407/248,3-5=-366/246 BOT CHORD 1-6=-149/340,5-6=-149/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;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 4-4-8,Exterior(2)4-4-8 to 8-9-0 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. 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)1,5. 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. 4 0 WARNING-Verify design perimeters end READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekm 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. Racing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DS8-89 and BCSI Building Component 6904 Parke East BNd. Soley Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 !Job Truss Truss Type Qty Ply T12766561 14709T0 T13 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:40 2017 Page 1 I D:TMAX8iH HPITOooR 15bw4u8yBj 1 i-dbT4Rvo9O7RRUusrv8aUxk?9Zisb9yY5f8_cAfy7k6r I 3-11-8 7-11-0 3-11-8 I 3-11-8 i 4x5 I I Scale=1:17.3 3 5.0051 PI 5x6 4 5x6 Y • 5 1 /I ► guile —milO n � nn - — ri — n a n .�' 15 16 62x4 II 17 18 JUS24 JUS24 JUS24 =, 4x10 II JUS24 4x10 II I 3.11-8I 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge),[5:0-7-3,Edge[ 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 0.16 Vert(LL) -0.02 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.04 6-13 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 5 Na n/a BCDL 10.0 Code F8C2017/TP12014 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 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 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=986/0-5-8,5=986/0-5-8 Max Horz 1=-30(LC 23) Max Uplift 1=-315(LC 8),5=-315(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1223/402,3-5=-1223/402 BOT CHORD 1-6=-322/1091,5-6=-322/1091 WEBS 3-6=-226/776 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave-oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jtdb) 1=315,5=315. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-6-12 from the left end to 6-4-4 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,7-11=-20 Concentrated Loads(Ib) Vert:15=-339(B)16=-330(B)17=-330(B)18=-339(B) T a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10/0312015 BEFORE USE. NMI Design valid for use only with Ml1elLN connectors.This design Is based only upon parameters shown,and Is for an Individual budding component,not a truss system.Before use.the building designer must verify the appticabliry 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 requited for stability and to prevent collapse wtth possible personal inpay 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. 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 • T12766562 1470910 T14 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:43 2017 Page 1 I D:TMAX8iHH PITOooR15bw4u8yBj1i-1 A9D4wg1 g1 p?LLaQbG7BZMdg7v03MN5YL6DGmzy7k6o 3-11-8 I 7-11-0 3-11-8 3-11-8 4x5 I I Scale=1:16.7 5.00 12 16 15 5x6 i 5x6 2 4 1000 • • 6 2x4 II 3x8 II 3x8 11 3-11-8 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- 11:0-2-8,0-0-41,(5:0-6-3,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 6-13 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.05 Horz(CT) 0.01 1 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=317/0-5-8,5=317/0-5-8 MaxHorz 1=30(LC11) Max Uplift 1=-83(LC 12),5=-83(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-353/228,3-5=-353/228 BOT CHORD 1-6=-131/291,5-6=-131/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-8,Exterior(2)3-11-8 to 7-1-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 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. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7073 rev.10,932015 BEFORE USE Design valid Tor use only with MiTek®connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek • k always required for stability and to prevent collapse with possible personal injury and property damage. Fa 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 Information available from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. I Tampa.FL 33610 Job Truss Truss Type Oty Ply • 712766563 1470910 115 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:45 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-zZGzVcslCf3jafkpihAfeniOBjdogFrgoQiNrsy7k6m 3-11-8 I 7.11-0 3-11-8 3-11-8 4x5 I I Scale=1:16.7 3 5.00 I12 5x6 5x6 4 2 • 1 I « d 15 16 6 .�� 2x4 I I 17 3x8 I I 3x8 II 3-11-8 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-41,[5:0-6-3,0-0.41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.03 6-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.16 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight 37 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 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,512/0-5-8 Max Horz 1=-30(LC 6) Max Uplift 1=-162(LC 8),5=-146(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-784/203,3-5=-789/204 BOT CHORD 1-6=-139/691,5-6=-139/691 WEBS 3-6=-72/430 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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=1b) 1=162,5=146. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 57 lb up at 1-6-4,and 222 lb down and 57 lb up at 3-6-4,and 222 lb down and 57 lb up at 5-6-4 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=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,7-11=-20 Concentrated Loads(Ib) Vert:15=-222 16=-222 17=-222 1 � A WARNING-Verify design param.r s and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE M0.7473 rev.10,93/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Wining design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury ry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l 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 • T12766564 14709T0 T16 HALF HIP GIRDER 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:47 2017 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj 1 i-wyOjvltYkGJRgzuBg6C7jCnJ2W B51887GkBUvly7k6k 2-0-0 6-1-4 2-0-0 4-1-4 Scale=1:11.7 Special 4x5= • NAILED 5.00 12 2 9 3 ♦ 4 5 2x4 II NAILED Special 10 3x6 II 2-0-0 6-1-4 2-0-0 4-1-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-51,[1:0-2-8,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.16 4-5 >450 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.26 4-5 >284 180 BCLL 0.0 ' Rep Stress!nor NO WB 0.05 Horz(CT) 0.12 3 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=121/Mechanical,4=137/Mechanical,1=261/0-5-8 Max Horz 1=35(LC 25) Max Uplift 3=-88(LC 4),4=-30(LC 5),1.85(LC 8) Max Gray 3=121(LC 1),4=146(LC 3),1=261(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-268/147 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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)3,4,1. 8)'NAILED'indicates 3-10d(0.148'x3')or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 89 lb up at 2-0-0 on top chord,and 27 lb down and 33 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:5=-25(F)10=-11(F) 6 l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AM-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mitek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the briding designer must verify the applkabllly 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 BCS1 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 e . T12766565 14709T0 T17 HALF HIP 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:48 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-O8y67euAVaRIR6TONpjMGQKUuwatl d6HU Nw1 SBy7k6j 400 6-1-4 4-0-0 2-1-4 Scale=1:15.9 4x5= 2 3 (5.00 12 (/y1 1 5 4 2x4 II 3x6 II 4-0-0 6-t-4 4-0-0 2-1-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-51,[1:0-2-12,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.16 5-8 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 5-8 >343 180 BCLL 0.0 " Rep Stress Incr YES WB 0.07 Horz(CT) 0.10 3 rVa 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=61/Mechanical,4=180/Mechanical,1=242/0-5-8 Max Horz 1=69(LC 12) Max Uplift 3=-45(LC 8),4=-45(LC 12),1=-51(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=l30mph(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;MW FRS(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 6-0-8 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 20.0psf 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)3,4,1. 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 0 WARNING-Verity design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE 915.7473 rev.10/03!2015 BEFORE USE ith• Design valid for use only with MITekU connectors.this design Is based only upon parameters shown,and Is for cn Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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/t%I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 (Job Truss Truss Type Qfy Ply • ► T12766566 14709TO T18 HALF HIP GIRDER 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:49 2017 Page 1 I D:TMAX8i H HPITOooR 15bw4u8yBj 1 i-sKW UK_voGtZ93G2axXEbodtfi Kyxm5gQj t gb_dy7k6i 2-0-0 6-1-4 2-0-0 4-1-4 Scale:l'=1 Special 4x5= NAILED 5.00 riy 2 10 3 1 / ' 6 11 4 2x4 II NAILED Special 3x5 II 5 0-3-O 2-0-0 5-1-8 6-1-4 0-3-0 1-9-0 3-1-8 0-11-12 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6),[1:0-0-5,0-6-5),[1:0-2-4,0-1-11 LOADING(psf) SPACING- 2-0-0 C . DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.07 6 >880 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.07 6 >810 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:21 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 Mechanical except Qt=length)1=0-3-8,5=0-5-8. (Ib)- Max Horz 1=35(LC 25) Max Uplift All uplift 100 lb or less at joint(s)3 except 4=-147(LC 1),1=-113(LC 8),5=-244(LC 5) Max Gray All reactions 250 lb or less at joint(s)3,4,1 except 5=351(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 4=147,1=113,5=244. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 106 lb up at 2-0-0 on top chord,and 29 lb down and 14 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=-60,4-7=-20 Concentrated Loads(Ib) Vert:6=-25(F)11=-11(F) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITektii connectors.This design Is based only upon parameters shown.and Is for an IndMdual twYdng 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 wtth possible personal inpay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/1PIt Quwly Criteria,DS849 and BCSI Bultding 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 • • T12766567 14709T0 T19 HALF HIP 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:50 2017 Page 1 ID:TMAX8i HHP I TOoo R15bw4u8yBj 1 i-KX4sYKwQ 1 BhOhQdmVEIgLrPrKkKBVXaZyhP8W4y7k6h 4-0-0 6-1.4 4-0-0 2-1-4 Scale=1:15.8 4x5= 7 2 3 5.00 12 10 1 a • 2x4 I I 4 1]34 5 (�3 O 4-0-0 I 5-1-8 I 6-1-4 3 0 3 ao 1-1-8 0-11-12 Plate Offsets(X,Y)-- 11:0-0-2,0-0-61,11:0-0-5,0-6.51,11:0-2-4,0-1-11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.06 6-9 >955 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.05 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) -0.02 3 rVa rVa 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings Mechanical except(jt=length)1=0-3-8,5=0-5-8. (Ib)- Max Horz 1=69(LC 12) Max Uplift All uplift 100 lb or less at joint(s)3,1 except 4=-114(LC 1),5=-243(LC 12) Max Gray All reactions 250 lb or less at joint(s)3,4,1 except 5=363(LC 1) FORCES. (Ib)-Max.Comp./Max.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. ll;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 6-0-8 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1 except(t=lb) 4=114,5=243. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MI-7473 rev.10/932015 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 e a truss system.Before use,the building designer must verify the appiicablIty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse 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 Cr tech,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 Oty Ply • • T12766568 14709T0 T20 HALF HIP GIRDER 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:51 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-ojeElfw3oVptlaBy3yH3u2y?28Y1 E?2jBL9h2Wy7k6g 2-0-0 6-1-4 2-0-0 I 4-1-4 Scale:1'=1' Special 4x5= NAILED 5.00 fir 2 9 3 [711 r� aD 5 10 4 2x4 I I NAILED Special 3x6 I 10.3.01 2-0-0 6-1-4 0-3-0 1-9-0 4-1-4 Plate Offsets(X,Y)— 11:0-0-2,0-0-61,[1:0-0-5,0-6-51,[1:0-2-8,0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Idefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.25 4-5 >295 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.26 4-5 >284 180 BCLL 0.0 ` Rep Stress!nor NO WB 0.05 Horz(CT) 0.12 3 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=121/Mechanical,4=137/Mechanical,1=261/0-3-8 Max Horz 1=35(LC 8) Max Uplift 3=-88(LC 4),4=-105(LC 5),1=-160(LC 8) Max Gray 3=121(LC 1),4=146(LC 3),1=261(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-268/181 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;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.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 except(jtdb) 4=105,1=160. 8)'NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 106 lb up at 2-0-0 on top chord,and 29 lb down and 14 lb up at 2-2-2 on bottom chord. The desigNselection 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(Ib) Vert:5=-25(F)10=-11(F) 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/032016 BEFORE USE. ith• Design valid for use only with Milek6 connectors.This design is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verity the applicablilty of design parameters and properly incorporate this design into the overall bidding 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 wtlh possible personal injury ry and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSI-89 and BCSI Building Component 6904 Parke East Blvd. Safety l nformallon available from Truss Plate institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • • T12766569 14709T0 T21 HALF HIP 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:52 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-GvBcz?xhZoxkwkm9cfolQGV98XxlzQtsP?uFbyy7k6f 4-0-0 6-1-4 I 4-0-0 2-1-4 Scale=1:15.8 4x5= 2 3 / 5.00 12 9 0 � N 1 5 4 2X4 II 3x6 11 P 3 q 4-0-0 ( 6-1-4 0-3 d 3-9-0 2-1-4 Plate Offsets(X,Y)— 11:0-0-2,0-0-61,[1:0.0-5,0-6-51,11:0-2.4,0-1-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.28 5-8 >261 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.23 5-8 >318 180 BCLL 0.0 ' Rep Stress[nor YES WB 0.08 Horz(CT) -0.13 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matnx-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.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=61/Mechanical,4=180/Mechanical,1=242/0-3-8 Max Horz 1=69(LC 12) Max Uplift 3=-45(LC 8),4=-130(LC 12),1.136(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-189/271 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=24 eave=4ft;Cat. II;Exp C;Encl.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterir(2)4-0-0 to 6-0-8 zone;cantilever lett exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 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)3 except(jtdb) 4=130,1=136. 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. MOM 0 WARNING-VN1Ty dsdgn paremolors and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AII-7473 rev.10/03/2015 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 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 l 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 112766570 14709T0 T22 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:53 2017 Page 1 I D:TMAX81H HP ITOooR15bw4u8yBj 1 i-k6l?ALyJK63bYuLLAMJXzT1 JNxLyitGOefeo7Oy7k6e 6-1-4 8-3-12 14-5-0 6-1-4 2-2-8 6-1-4 Scale=1:24.3 Special 6x6 }` Special NAILED 6x6 l' 2 13 3 5.00 12 I III w VIM i •• 4 (l fl flfl fl El Il Il n l� 14 156 16 17 18 NAILED NAILED II NAILED 2x4 II NAILED NAILED 3x8 11 NAILED NAILED 3x8 II 6-1-4 8-3-12 14-5-0 6-1-4 2-2-8 6-1-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-51,[1:0-3-8,Edge),[4:0-0-2,0-0-61,[4:0-0 5,0-0-5),[4:03-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.13 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.14 6-9 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.07 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=436/0-5-8,4=436/0-5-8 Max Horz 1=47(LC 7) Max Uplift 1=-414(LC 8),4=-412(LC 8) Max Gray 1=749(LC 38),4=747(LC 38) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1219/775,2-3=-1086/753,3-4=-1219/775 BOT CHORD 1-6=-644/1076,5-6=-648/1084,4-5=-643/1076 WEBS 2-6=-293/241,3-5=-286/242 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)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=414,4=412. 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)109 lb down and 114 lb up at 6-1-4,and 109 lb down and 114 lb up at 8-3-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,7-10=-20 Concentrated Loads(Ib) Vert:2=-88(B)3=-88(B)6=78(B)5=78(B)13=-88(B)14=83(B)15=74(B)16=78(B)17=74(B)18=83(B) � 1 a WARNING-Verily design paremetera end READ NOTES ON THIS AND WCLUDED Mr7EK REFERANCE PAGE AW-7473 rev.104)3/2015 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 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 kriray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available trom Truss Plate Institute,218 N.Lee Street.Tulle 312•Alexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • T12766571 14709T0 T23 Hip Girder 1� 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:54 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj t i-CIJNNhzx5QBS91 wXk4gmVhaPPLZvRJV9tJN Lfry7k6d 6-1-4 8-3-12I 14-5-0 6-1-4 2-2-8 6-1-4 Scale=1:24.3 Special 6x6 11 Special NAILED 6x6 II 2 1115 r1 3 5.00 12 - f I I NAILED APR NAILED 11111 16 14 NAILED NAILED 17 1p 13 ' ' ' � 4 1 — nn HR nf+ nn (l nn nn 18 19 6 20 21 22 NAILED NAILED 2x4 II NAILED 2x4 l NAILED NAILED 4x611 4x6 II NAILED NAILED �3- QQ 6-1-4 i 8-3-12 I 14-2-0 1 3 0 5-10-4 2-2-8 5-10-4 Plate Offsets(X,Y)-- 11:0-0-2,0-0-61,11:0-0.5,0-6-5),11:0-2-12,0-1-5),(4:0-0-2,0-0-61,(4:0-0-5,0-6-51,14:0-2-12,0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.19 5-12 >907 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.21 5-12 >824 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1158/0-3-8,4=1161/0-3-8 Max Horz 1=-47(LC 6) Max Uplift 1=-730(LC 8),4=-732(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1909/1140,2-3=-1705/1098,3-4=-1910/1140 BOT CHORD 1-6=-984/1689,5-6=-994/1705,4-5=-984/1689 WEBS 2-6=-188/358,3-5=-182/355 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=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.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(t=lb) 1=730,4=732. 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)124 lb down and 117 lb up at 6-1-4,and 123 lb down and 117 lb up at 8-3-12 on top 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(pIf) Vert:1-2=-60,2-3=-60,3-4=-60,7-10=-20 Continued on nage 2 0 WARNING-Worley design parameters and READ NOTES ON THIS AND INCLUDED PATEN REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 11111 Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use.the building designer must verify the applk:abllty 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 A'nh+y and property damage. For general guidance regadng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteda,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 1 T12766571 14709T0 T23 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:54 2017 Page 2 ID:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-CIJNNhzx5Q8S91 wXk4gmVhaPPLZvRJV9tJN Lfry7k6d LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-103(F)3=-103(F)6=-58(F)5=-58(F)13=-61(F)14=-1(F)15=-103(F)16=-1(F)17=-61(F)18=-117(F)19=-160(F)20—58(F)21=-160(F)22=-117(F) t a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE ME-7473 rev.160312015 BEFORE USE. Design valid for use only with MiTeku 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/TPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Teas Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply e . T12766572 14709T0 T24 Common Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:55 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-hUtlbl_ZsjJJnBVkInL?2u7awl?jAnxJ6z7vBHy7k6c 7-2-8 14-5-0 7-2-8 7-2-8 Scale:1/2"=1' 5x6= 2 5.0012 -{-- 6 7 8 5 3 1 c — o e Q — O 4 3x8 11 3x8 I I 2x4 I 14-5-0 14-5-0 Plate Offsets(X,Y)-- 11:0-3-8,Edge1,11:0-0-5,0-6-5],[1:0-0-2,0-0-61,12:0-3-0,0-2-4],[3:0-0-2,0-0-6],[3:0-0-5,0-6-5],[3:0-3-8,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 0.73 Vert(LL) ria - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight 52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 4=638/14-5-0,1=258/14-5-0,3=258/14-5-0 Max Horz 1=-60(LC 10) Max Uplift 4=-133(LC 12),1=85(LC 12),3=-85(LC 12) Max Gray 4=638(LC 1),1=262(LC 21),3=262(LC 22) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-427/415 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 7-2-8,Comer(3)7-2-8 to 10-2-8 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)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except(jt=lb) 4=133. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI-7473 rev.10103!2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DS8.89 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 City Ply • T12766573 1470970 T25 Common 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:56 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj1 i-9gR7oN_Bc 1 S9PL4wrVsEb6fpd8MRvEJSKdsSkjy7k6b 7-2-8 14-5-0 1 7-2-8 7-2-8 Scale=1:24.4 5x6= 2 5.00 rl2 12 13 14 11 rr 3 a — � o d 4 5x6= 2x4 1 5x6= 1 7-2-8 1 14-5-0 1 7-2-8 7-2-8 Plate Offsets(X,Y)-- (1:0 6 5,0-0 5),11:0 0 6,0 0-2),12:0-3-0.0-2-41,13:0-0-6,0-0-21,13:0-6-5,0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.07 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.13 4-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 1 ria n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:52 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=577/0-5-8,3=577/Mechanical Max Horz 1=-55(LC 10) Max Uplift 1=-151(LC 12),3=-151(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-866/339,2-3=-866/339 BOT CHORD 1-4=-215/736,3-4=-215/736 WEBS 2-4=0/304 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=25tt;B=45ft;L=24ft;eave=oft;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 7-2-8,Exterior(2)7-2-8 to 10-2-8 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)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(ltdb) 1=151,3=151. 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 AATEK REFERANCE PAGE MN-7473 rev.I003/2016 BEFORE USE. Design valid for use only with MITek©connectors.this design Is based only upon parameters shown,and Is for an individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate 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 possthle personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPl1 Quality CrHpia,DSB-89 and BCSI Bonding 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 t e T12766574 14709T0 T26 Jack-Closed Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:32:57 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-dt?V0j?pNLa00Vf6PCNT7JCxLYaneiMbZHcOGAy7k6a 6-0-0 6-0-0 Scale=1:18.9 2 3 2x4 I 5.00 12 1 tr , Cr. 9 10 Special Special 4 4x5 2x4 II 6-0-0 6-0-o Plate Offsets(X,Y)— (1:0-0-13,0-1-81 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 0.67 Vert(LL) 0.11 5-8 >626 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.20 5-8 >338 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP • Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=727/0-5-8,5=856/Mechanical Max Horz 1=102(LC 21) Max Uplift 1=-179(LC 8),5=-268(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf 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) 1=179,5=268. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)557 lb down and 171 lb up at 2-2-0,and 557 lb down and 171 lb up at 4-2-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 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(lb) Vert:9=-557(B)10=-557(B) � 1 A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.10/93/1015 BEFORE USE Design valid for use only with Milek<.connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPIi Quality Citterla,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 > ► T12766575 1470910 T27 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:02 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-zgoO3Q3yCtCJ7GX4CIzegNvlyZIrJoZKjZJnxNy7k6V 6-1-4 10-8-515-2-15 19-9-8 24-4-1 28-10-11 33-5-12 39-7-0 H— 6-1-4 l 4-7-1 I 4-6-9 4-6-9 I 4-6-9 I 4-6-9 4-7-1 l 6-1-4 Scale=1:67.2 NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 7x10 _ 5.00 12 NAILED 4x5 NAILED4x5= NAILED 6x6= 4x5= 4x5= NAILED 7x10= 2 23 24 3 25 26 27 4 28 29 30 5 31 32 8 33 34 35 36 7 37 38 8 nn nn nn nn nn ,i nn nn nn 11)...1. 71, RJR nn j II 1 g ro _ o no nn an ni[: nn no • an on n no nn en n nn n n nn `, 1^ _. 39 40 16 41 42 15 43 44 14 45 46 13 47 48 72 49 50 11 51 52 10 53 54 6x6= NAILED 2x4 11 4x5= 7x14 MT2OHS=NAILED 4x10= 7x14 MT2OHS=NAILED 4x5= NAILED 2x4 I I NAILED NAILED 6x6= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED l 6-0-0 6- -4 10-8-5 I 15-2-15 19-9-8 ( 24-4-1 I 28-10.11 I 33-5-12 33,7-0 39-7-0 6-0-0 04-4 4-7-1 4-6-9 46-9 4-6-9 4-6-9 4-7-1 04-4 6-0-0 Plate Offsets(X,Y)-- [1:0-6-5,0-0-51,(1:0-0-6,0-0-21,12:0-4-4,0-2-4),18:0-4-4,0-2-4),(9:0-0-6,0-0-21,19:0-6-5,0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.60 13 >787 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.17 13 >407 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress[nor NO WB 0.71 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:384 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD 2x4 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing. 12-14:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=3073/0-5-8,9=3074/0-5-8 Max Horz 1=-59(LC 6) Max Uplift 1=-838(LC 8),9=-838(LC 8) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6363/1731,2-3=-8886/2445,3-4=-10600/2898,4-5=-11266/3074,5-6=-11286/3085, 6-7=-10599/2898,7-8=-8890/2447,8-9=-6364/1732 BOT CHORD 1-16=-1520/5782,15-16=-1517/5790,14-15=-2340/8886,13-14=-2813/10646, 12-13=-2813/10644,11-12=-2342/8890,10-11=-1517/5791,9-10=-1521/5783 WEBS 2-16=0/294,2-15=-968/3707,3-15=-1685/596,3-14=-539/2057,4-14=-905/382, 4-13=-204/763,5-13=-538/303,6-13=-217/788,6-12=903/381,7-12=536/2052, 7-11=-1686/597,8-11=-969/3709,8-10=0/294 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. 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)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;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 20.0psf 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)except(jt=1b) 1=838,9=838. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)124 lb down and 120 lb up at 6-1-4,and 124 lb down and 120 lb up at 33-5-12 on top chord. The design/selection of such connection device(s)is the ContlisarixtriaillikilmOothers. imi, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF 7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekS connectors.This design B based only upon parameters shown,and Is for an individual balding component,not a truss system.Before use,the building designer must verify the applicablily 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 iTek° Is always required for stability and to prevent collapse wtih possike personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanya,FL 33610 Job Truss Truss Type Qty Ply • ► T12766575 14709T0 T27 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:02 2017 Page 2 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-zgo03Q3yCtCJ7GX4CIzegNvlyZlrJoZKjZJnxNy7k6V LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-8=-60,8-9=-60,17-20=-20 Concentrated Loads(Ib) Vert:2=-103(B)8=-103(B)16=-58(B)13=-58(B)5=-103(B)10=-58(B)23=-103(B)24=-103(B)25=-103(B)27=-103(B)29=-103(B)30=-103(B)31=-103(B) 32=-103(B)34=-103(B)36=-103(B)37=-103(B)38=-103(B)39=-117(B)40=160(B)41=-58(B)42=-58(B)43=58(B)44=-58(B)45=-58(B)46=-58(B)47=-58(B) 48=-58(B)49=-58(B)50=-58(B)51=-58(B)52=-58(B)53=-160(B)54=-117(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE 145-7473 rev.10N32015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall binding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSU1P11 Qualify Criteria,DSB-89 and BCSI Building 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 Qty Ply 1, TI2766576 1470970 T28 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:05 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-OPUXhS5rVoau_kGftuXLS?XF9nOW W9OnPXYRYiy7k6S I 6-1-4 10-2-14 14-5-12 I 19-9-8 25-1-4 29-4-2 I 33-5-12 I 39-7-0 6-1-4 4-1-10 4-2-14 5-3-12 5-3-12 4-2-14 4-1-10 6-1-4 Scale=1:67.2 NAILED NAILED NAILED 7x10 5.00 12 4x5= 4x5= NAILED 6x6= NAILED 4x5= 4x5= 7x10= 2 3 23 4 24 25 5 26 27 6 28 7 8 11. --- y m O § J 7.# 'f n\rill no if D 8 In 0 16 15 14 30 13 31 32 12 11 10 5x6 2x4 I I 4x5= 7x14 MT2OHS= 4x10= 7x14 MT2OHS= 4x5= 2x4 II 5x6— JUS24 NAILED NAILED NAILED NAILED JUS24 NAILED 6-0-0 61-4 10-2-14I 14-5-12 19-9-8 I 25-1-4 29-4-2 I 33-5-12 3317.0 39-7-0 6-0-0 0-1-4 4-1-10 4-2-14 5-3-12 5-3-12 4-2-14 4-1-10 04-4 6-0-0 Plate Offsets(X,Y)-- [1:0-6-5,0-0-51,11:0-0-6,0-0-21,12:0-4-4,0-2-41,18:0-4-4,0-2-4],19:0-0-6,0-0-21,19:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.61 13 >785 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -1.13 13-14 >419 180 MT2OHS 187/143 BCLL 0.0 " Rep Stress lncr NO WB 0.77 Horz(CT) 0.19 9 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:384 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied. 2-5,5-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2803/0-5-8,9=2803/0-5-8 Max Horz 1=59(LC 24) Max Uplift 1=-796(LC 8),9=-797(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5981/1719,2-3=-8668/2552,3-4=-11300/3328,4-5=-12299/3591,5-6=-12325/3606, 6-7=-11296/3326,7-8=-8672/2555,8-9=-5982/1720 BOT CHORD 1-16=-1507/5421,15-16=-1502/5415,14-15=-2448/8668,13-14=-3241/11345, 12-13=-3239/11342,11-12 Job Truss Truss Type Qty Ply • ► T12766576 14709T0 T28 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:05 2017 Page 2 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-OPUXhS5rVoau_kGftuXLS?XF9nOW W9OnPXYRYiy7k6S LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-8=-60,8-9=-60,17-20=-20 Concentrated Loads(Ib) Vert:14=-815(F)13=-58(F)5=-103(F)12=-815(F)24=-103(F)25=-103(F)26=-103(F)27=-103(F)29=-58(F)30=-58(F)31=-58(F)32=-58(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-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 possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tnrsses and truss systems,seeANSI/1Pl 1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Soley Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply • ► 112766577 1470910 129 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:07 2017 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-KobH68751 PgcD1 Q1?JZpXQcclaOb_544sr1 Xday7k6Q 8-0-3 13-11-10 19-9-8 25-7-6 31-6-13 39-7-0 8-0-3 I 5-11-7 I 5-9-14 I 5-9-14 5-11-7 8-0-3 Scale=1:69.6 7x10= 7x10= 5.00 12 4x5= 6x6= 4x5= z 21 223 23 4 245 25 26 6 1 i _ 14 20 iio 41 19 r 1 7 9 i7 r ra • Ib 12 11 10 9 8 5x6= 2x4 7x6= 4x10= 7x6= 2x4 11 5x6= 7-10-15 8-q-3 13-11-10 19-9-8l 25-7-6 31-6-13 3113-1 39-7-0 7-10-15 0-Y-4 5-11-7 5-9-14 5-9-14 5-11-7 0-1-4 7-10-15 Plate Offsets(X,Y)-- 11:0-6-5,0-0-51,11:0-0.6,0-0-21 12:0-5-4,Edge1,16:0-5-4,Edge),17:0-0-6,0-0-21,17:0-6-5,0-0-51 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (hoc) Udeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.47 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.94 10-11 >507 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) 0.19 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1'Except* BOT CHORD Rigid ceiling directly applied. 9-11:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,7=1583/0-5-8 Max Horz 1=-71(LC 10) Max Uplift 1=-416(LC 12),7.416(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3296/1166,2-3=-4319/1566,3-4=-4724/1686,4-5=-4735/1692,5-6=-4316/1565, 6-7=-3296/1166 BOT CHORD 1-12=-994/2981,11-12=-997/2977,10-11=-1417/4345,9-10=-1426/4342,8-9=-987/2977, 7-8=-984/2982 WEBS 2-11=-503/1642,3-11=-649/304,3-10=-141/486,4-10=-332/195,5-10=-150/500, 5-9=-648/303,6-9=-502/1639 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=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 7-8-13,Exterior(2)7-8-13 to 37-5-5,Interior(1)37-5-5 to 39-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=416,7=416. 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 MREK REFERANCE PAGE M11-7473 rev.10,03/2015 BEFORE USE Null. Design valid for use only with MiTekh connectors.This design Is bused 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 huss 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/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply A ► T12766578 14709T0 T30 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:09 2017 Page 1 ID:TMAXBiHHPIT0ooR15bw4u8yBj1 i-GBj2Xp8LY14JSLaQ6kblcri?vOgySwZMK9WehTy7k6O 7-0-0 10-0-3 14-10-12 19-9-8 24-8-4 29-6-13 32-7-0 39-7-0 7-0-0 I 3-0-3 I 4-10-9 I 4-10-12 I 4-10-12 I 4-10-9 I 3-0-3 I 7-0-0 \ Scale=1:69.6 5x8= 5.00 12 4x5= 2x4 II 6x6= 5x8= 3 20 4 21 5 622 23 7 2x4\\ 2x4 1/ p111°7 - � 8 a 19 24 0 J- 41 • 4 b 1 g o N / t t 1 Io 01. a 12 11 10 7x10= 7x10= 7x10= 5x6= 5x6— 9-10-15 1019-3 19-9-8I 29-6-13 2916-1 39-7-0 9-10-15 0-1-4 9-9-5 9-9-5 0-1-4 9-10-15 Plate Offsets(X,Y)— [1:0-6-5,0-0-51,(1:0-0-6,0-0-21,[3:0-4-0,0-1-121,[7:0-4-0,0-1-121,[9:0-0.6,0-0-21,[9:0-6-5,0=0-51,[10:0-4-12,Edgel,(12:0-4-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.33 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.75 11-12 >636 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.18 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:190 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. 10-11,11-12:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,9=1583/0-5-8 Max Horz 1=-93(LC 10) Max Uplift 1=-416(LC 12),9=-416(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3184/1165,2-3=-2986/1108,3-4.2744/1047,4-5=-3813/1377,5-6=-3813/1377, 6-7=-2745/1047,7-8=-2986/1108,8-9=-3184/1164 BOT CHORD 1-12=-998/2855,11-12=-1160/3525,10-11=-1161/3525,9-10=-985/2855 WEBS 3-12=-301/935,4-12=-1064/425,4-11.41/452,5-11=-275/156,6-11=-41/452, 6-10=-1064/425,7-10=-301/935 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ff;eave=5ft;Cat II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 9-6-15,Exterior(2)9-6-15 to 35-7-4,Interior(1)35-7-4 to 39-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s)except(jt=lb) 1=416,9=416. 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 611.7473 rev.10/03/2015 BEFORE USE Ili Design valid for use only with MITeke connectors.This design Is based only upon parameters shown.and Is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall balding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTekC 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/IPI I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Bbd. Safely Information available from Truss Plate Institute,218 N.Lee Skeet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type Oty Ply a ir T12766579 14709TO T31 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:11 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-DZroyVAb4eK1 ifjoE8dmhGnHtB02wx8fnS?ImMy7k6M 6-0-6 12-0-3 19-9-8 27-6-13 6-0-6 I 5-11-13 7-9-5 7-9-5 5-11-13 I 6-0-6 Scale=1:69.6 7x10= 7x10= 7x10= 5.00 Fir 320 21 22 4 23 24 25 5 t gree rue eel! 4x5 i 4x5 2 6 N �^ 19 26 (); 4 1 � 7 1 r :-:# 7 ] e ii: Ib K. 12 11 10 9 8 5x6= 2x4 I 6x6= 7x10= 6x6= 2x4 II 5x6 6-0-6l 12-0-3 i 19-9-8 27-6-13 33-6-10 I 39-7-0 6-0-6 5-11-13 7-9-5 7-9-5 5-11-13 6-0-6 Plate Offsets(X,Y)-- 11:0-6-5,0-0-51,[1:0-0.6,0-0-2),13:0-5-9,Edpel,15:0-5-9,Edgel,17:0-0-6,0-0-21,17:0-6-5,0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.28 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.58 10-11 >821 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(CT) 0.16 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:198 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. 1-11,7-9:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,7=1583/0-5-8 Max Horz 1=110(LC 11) Max Uplift 1=-416(LC 12),7=-416(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3213/1152,2-3=-2926/1089,3-4=-3214/1237,4-5=-3214/1237,5-6=-2926/1089, 6-7=-3213/1152 BOT CHORD 1-12=-1004/2893,11-12=-1004/2893,10-11=-848/2658,9-10=-838/2658,8-9=-994/2893, 7-8=-994/2893 WEBS 2-11=-272/174,3-11=-20/380,3-10=-245/799,4-10=-536/327,5-10=-245/799, 5-9=-20/380,6-9=-273/174 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=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 11-9-2,Exterior(2)11-9-2 to 33-6-10,Interior(1)33-6-10 to 39-7-0 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.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=416,7=416. 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 M175K REFERANCE PAGE AM-7473 rev.IGV3r2OIS BEFORE USE pa Design valid for use only with MITekS connectors.this design 6 based only upon parameters shown.and 6 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 art/or chord members only.Additional temporary and permanent bracing Mile k' is always required for stability and to prevent collapse with possible personal k4zy and property damage. for general guidance regarding the fabrk:atlon.storage.delivery,erection and bracing of trusses and truss systems,seeANS1/lP11 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 Oty Ply a ► - T12766580 14709T0 T32 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:13 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-9yzYNBCscFblxytBLZgEnhsfh?34OgnyEmUsgEy7k6K 7-0-6 14-0-3 19-9-8 25-6-13 32-6-10 39-7-0 7-0-6 6-11-13 I 5-9-5 I 5-9-5 I 6-11-13 7-0-6 Scale=1:68.3 7x10= 2x4 I I 7x10= 5.00 I12 3 21 4 22 23 24 4x5 20 4x5 2 c 6 o 19 26 b 1 7 $ I� � tin: r: 12 11 10 a 8 5x6= 2x4 I I 6x6= 4x10= 6x6= 2x4 II 5x6 7-0-6 14-0-3 I 19-9-8 I 25-6-13 32-6-10 39-7-0 I 7-0-6 6-11-13 5-9-5 5-9-5 6-11-13 7-0-6 Plate Offsets(X,Y)-- 11:0-6-5,0-0-51,11:0-0-6,0-0-21,(3:0-5-4,Edgel,15:0-54,Edgel,(7:0-0-6,0-0-21,17:0-6-5,0-0-51 LOADING(psf) SPACING- 2-0-0 C . DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.25 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.49 10-11 >965 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.17 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:203 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=1583/0-5-8,7=1583/0-5-8 Max Horz 1=-129(LC 10) Max Uplift 1=-416(LC 12),7=-416(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3217/1128,2-3=-2744/1032,34=-2719/1086,4-5=-2719/1086,5-6=-2744/1032, 6-7=-3217/1128 BOT CHORD 1-12=-974/2892,11-12=-974/2892,10-11=-765/2468,9-10=-755/2468,8-9=-964/2892, 7-8=-964/2892 WEBS 2-11=-478/231,3-11=-48/418,3-10=-150/504,4-10=-385/235,5-10.150/504, 5-9=48/418,6-9=478/231 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.Opst;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 13-8-13,Exterior(2) 13-8-13 to 31-5-5,Interior(1)31-5-5 to 39-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=416,7=416. 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 paramefIra and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rw.1603/2015 BEFORE USE Design valid for use only with MITetr®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the balding designer must verify the applicabllty of design parameters and properly incorporate this design Into the overall I building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k 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,SeeANS1/IP11 Qualify Criter a,DSS-89 and BCSI Building Component 6904 Parke East Blvd_ Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Atexandria,VA 22314. Tampa.FL 33610 , Job Truss Truss Type Qty Ply I • • T12766581 14709T0 T33 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:14 2017 Page 1 I D:TMAX8iH HPITOooR15bw4u8yBj 1 i-d8XxaXCUNZjcZ6SNvHBTJvPr9POF7H86TQDPMgy7k6J 5-4-7I 10-8-4 I 16-0-3 I 19-9-8 I 23-6-13 28-10-12 34-2-9 39-7-0 I5-4-7 5-3-12 5-3-15 3-9-5 3-9-5 5-3-15 I 5-3-12 I 5-4-7 Scale=1:69.6 5x8= 5.00 t-2 4x5= 5x8= 4 22 5 23 6 n 1 4x5-:-", /1\1\ 4x5 21 3 24 6x6 6x68 z...- o r.r 8 20 ti i: 25 m 1 9 13 t2 26 27 11 10 �b 5x6= 4x5— 7x10= 7x10= '= 5x6= ( 8-0-6 15-10-15 16/9-3 23-6-13 23 -1 31-6-10 I 39-7-0 8-0-6 7-10-9 04-4 7-6-10 04-4 7-10-9 8-0-6 Plate Offsets(X,Y)-- 11:0-6-5,0-0-51,(1:0-0-6,0-0-21,[4:0-4-0,0-1-121,[6:0-4-0,0-1-121,[9:0-0-6,0-0-21,[9:0-6-5,0-0-51 LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.32 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.61 11-12 >778 180 BCLL 0.0 * Rep Stress lncr YES WB 0.49 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:212 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=1583/0-5-8,9=1583/0-5-8 Max Horz 1=151(LC 11) Max Uplift 1=-416(LC 12),9=-416(LC 12) FORCES. (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3230/1120,2-3=-3031/1074,3-4=-2489/972,4-5=-2240/941,5-6=-2240/941, 6-7=-2489/972,7-8=-3031/1074,8-9=-3230/1120 BOT CHORD 1-13=-966/2906,12-13=-862/2629,11-12=-701/2349,10-11-850/2629,9-10=-95412906 WEBS 3-13=-45/341,3-12=-552/294,4-12=-224/729,5-12=-353/158,5-11=-353/158, 6-11=-224/729,7-11=-552/294,7-10=-45/341 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.Opsf;BCDL=5.Opsf;h=25ft;B=15ft;L=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 15-6-15,Exterior(2) 15-6-15 to 29-7-4,Interior(1)29-7-4 to 39-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,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=Ib) 1=416,9=416. 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. 4 PPM A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MN-7473 rev.1040.2015 BEFORE USE. tilt Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual bu#ding 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,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandria.VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply e • T12766582 14709T0 T34 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:16 2017 Page 1 ID:TMAX8i HHPIT0ooR15bw4u8yBj1 i-ZXeh?DEkvAzKoQcmOi DxOKUBIC3PbCeOxki W RZy7k6H 1 6-7-10 1 13-2-9 I 18-1-4 119-9-8 g1-5.121 26-4-7 1 32-11-6 39-7.0 6-7-10 6-6-15 4-10-11 1-8-4 1-8-4 4-10-11 6-6-15 6-7-10 Scale=1:68.3 5x8 3x5 II 5x8 5.00 FIT 4 6 6 r—_, —.1 4x5 4x5 20 3 7 21 6X6 i 6x6 ro • 2 8 m ...:, . /I'.\Illpo / 44119 22 1 9 ii; 116 12 23 24 11 25 26 10 7x6= 7x10= 7x6= 5x6= 5x6= 9-11-2 19-9-8 1 29-7-14 I 39-7-0 9-11-2 9-10-6 9-10-6 9-11-2 Plate Offsets(X,Y)-- 11:0-6-5,0-0-51,11:0-0-6,0-0-21,14:0-3-5,Edge1,15:0-3-0,0-1-81,16:0-3-5,Edge),19:0-0-6,0-0-21,19:0-6-5,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.39 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.76 11-12 >629 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.16 9 r✓a ilia BCDL 10.0 Code FBC2017/fP12014 Matrix-AS Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 4-6:2x4 SP SS BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2'Except' WEBS 1 Row at midpt 3-11,7-11 10-11,11-12:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,9=1583/0-5-8 Max Horz 1=175(LC 11) Max Uplift 1=-416(LC 12),9=-416(LC 12) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3218/1082,2-3=-2941/1005,3-4=-2139/843,4-5=-1931/814,5-6=-1931/814, 6-7=-2139/843,7-8=-2941/1005,8-9=-3218/1082 BOT CHORD 1-12=-910/2913,11-12=-733/2416,10-11=-721/2414,9-10=-900/2895 WEBS 2-12=-353/253,3-12=-82/528,3-11=-685/340,5-11=-304/1091,7-11=-685/340, 7-10=-82/528,8-10=-353/252 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=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 18-1-4,Exterior(2)18-1-4 to 21-5-12,Interior(1)27-0-15 to 39-7-0 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.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=416,9=416. 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. o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.101032015 BEFORE USE. vim" 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/1PI1 Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type I Oty Ply • re T12766583 14709T0 T35 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:19 2017 Page 1 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-_6KgdEGdCSLvftKLigneOy6jkQ5EoYW rdixA2uy7k6E I 6-7-10 i 13-2-9 19-9-8 i 26-4-7 I 32-11-6 I 39-7-0 6-7-10 6-6-15 6-6-15 6-6-15 6-6-15 6-7-10 Scale=1:66.5 5x6= 5.00 12 4 i 18 19 4x5% 4x5 3 5 r 6x6 I 6x6 2 6 Illp,17 '11 N 0/ `" 20 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 14/1. 7 0 MI Id 10 21 22 9 23 24 8 7x6= 7x10= 7x6= 5x6= 5x6= 9-11-2 19-9-8 29-7-14 39-7-0 9-11-2 i 9-10-6 9-10-6 i 9-11-2 i Plate Offsets(X,Y)— 11:0-6-5,0-0-51,11:0-0-6,0-0-21 14:0-3-0,0-2-41,X7:0-0-6,0-0-21,17:0-6-5,0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.35 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 8-9 >701 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.47 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:194 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. 8-9,9-10:2x4 SP No.1 WEBS 1 Row at midpt 5-9,3-9 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,7=1583/0-5-8 Max Horz 1=191(LC 10) Max Uplift 1=-416(LC 12),7=-416(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3212/1013,2-3=-2942/935,3-4=-2115/765,4-5=-2115/765,5-6=-2942/935, 6-7=-3212/1013 BOT CHORD 1-10=-837/2907,9-10=-637/2437,8-9=-637/2437,7-8=-837/2889 WEBS 4-9 Job Truss Truss Type Qty Ply s ♦ T12766584 14709T0 VO1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:20 2017 Page 1 I D:TMAX8iHHPIT0ooR15bw4ueyBj 1 i-SluCraHFzPTI H 1 vXFXItZAf 1 KgfUX63_rMgkaKy7k6D i 1-11-8 3-11-0 1-11-8 1-11-8 3x6= Scale=1:7.3 5.00 12 2 1 q � a uo 2x4 2x4 p-V0 0(} 0 3-11-0 3-10-6 Plate Offsets(X,Y)— (2:0-3-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - rL/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=96/3-9-13,3=96/3-9-13 Max Horz 1=-9(LC 10) Max Uplift 1=-25(LC 12),3=-25(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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. A WARNING-Vivify daelgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10473r2015 BEFORE USE le a trussesystemvalid ..Before with buil�odne�tors.This design erity the applicability is onlof design paramen parameters ters and properly incorporate wn,and Is tor crt individual building die gnmpothe not sign Into the overall building design. Bracing indk:ated 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,del very,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply ` T12766585 14709T0 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:21 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-wUSa2wltkjbcvBUjpFp65NCBDDyeGZ1740QH6ny7k6C 2-9-2 5-6-3 2-9-2 2-9-2 Scale=1:10.3 3x6= 2 • 5.00 12 `� 3 1 0 0 =o .......::::::::.:::::::::::::::.::.::::....::::......:......:::..................................................................:.........:::::::::::::......... 2x4 2x40 0-9-110 5-6-3 0-0-'10 5-5-10 Plate Offsets(X,Y)— (2:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=160/5-5-0,3=160/5-5-0 Max Horz 1=15(LC 11) Max Uplift 1=-42(LC 12),3=-42(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;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 20.0psf 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. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AM-7473 rim 100312015 BEFORE USE. 1111 Design valid for use only with MIlek()connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage-delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality CrR.da,DSB-09 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply v r 712766586 14709T0 V03 Valley 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:22 2017 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-Oh?yGGIWOjTW L3wNyKLebkLIdKJ?OYHJg9gfDy7k6B 4-0-0 I 4-0-0 Scale=1:11.1 2 2x4 I I 5.00j12 • 3 2x4 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress her YES WB 0.00 Horz(CT) 0.00 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 4-0-0 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) 1=124/3-11-6,3=124/3-11-6 Max Horz 1=53(LC 12) Max Uplift 1=-21(LC 12),3=-44(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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi�.18;MWFRS(directional)and C-C Exterlor(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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev.1003/2015 BEFORE USE tat Design valid for use only with MITeky connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must 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,seeANSl/WP11 Quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Trrss Plate Institute,218 N.Lee Sheet,Suite 312•Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ,Lay Ply 712766587 14709T0 VO4 Valley 12 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Dec 18 12:33:22 2017 Page 1 ID:TMAX8iHHPITOooR15bw4u8yBj1 i-Oh?yGGIWOjTW L3wNyKLebkN4dLo?OYHJg9gfDy7k6B 2-0-0 2-0-0 Scale=1:6.9 5.00 FT 2 1 11111 110 v a 0 3 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress'nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=50/1-11-6,2=37/1-11-6,3=12/1-11-6 Max Horz 1=22(LC 12) Max Uplift 1=-8(LC 12),2=-24(LC 12) Max Gray 1=50(LC 1),2=37(LC 1),3=25(LC 3) FORCES. (Ib)-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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 1 N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7073 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the 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/1PII 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 /a 3Center plate on jointunless x y " 6-4-8 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property Damage orPersonal1 ur I I (Drawings not to scale) In offsets are indicated. Y IMIE Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. woo, and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 0-1/1g' 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,Individual lateral braces themselves 6\411 may require bracing,or alternative Tor I IL4I bracing should be considered. 0 3. Never exceed the design loading shown and never 31111-121111 Ai stack materials on Inadequately braced trusses. ca. C7-8 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-'46"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 atjdnt required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 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. f„ software or upon request. 8. Unless not ex eed 1rwise 0ted,moisture content of lumber 9%at me of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. y ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and Is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that ��� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, 1 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 MiTele®All Rights Reserved approval of an engineer. ikEi # reaction section indicates joint 1110111111111111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 11.1 IIIIfp 18.Use of green or treated lumber may pose unacceptable _/ environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone IIII 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, II V III' ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015