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556 TIMBER BRIDGE LN - REVISION 2-7-18 TRUSSES f t \J\1'4'";')\ � Jra 4 F E J - 7 2013 CITY OF ATLANTIC BEACH ;` 800 Seminole Road , ,,_., . ' Atlantic Beach, Florida 32233 ,� J REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 2/7/2018 Revision to Issued Permit X Corrections to Comments Permit# RES 17-0327 Project Address 556 Timber Bridge Lane Contractor/Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision/Corrections: Permit Fee Due $ 5'(' D 6 Truss and architectural revision - cupola/roof slope englargened. See revision letter. Additional Increase in Building Value $ Additional S.F. By signing below, I Audrey Regnier affirm the Revision is inclusive of the proposed changes. (printed name) 2/7/2018 Signature of Con ctor Agen (Contra must sign if increase in valuation) Date (Office Use Only) Approved A7- Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Girding /71 arming Zoning Rev ed By ree Administrafor Public Works Public Utilities . -f 2 " 01 f' Public Safety Date Fire Services ii n\ =i, .. 7 ,- ;1 il\- P-'F-F- - ,' f , `-- 1, � �1 ;~ r - I 'i CITY OF ATLANTIC BEACH ,• FEB 2019 1.I ; 800 Seminole Road > '- Atlantic Beach,Florida 32233 I 'sUitiu ____y REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 2/7/2018 Revision to Issued Permit Corrections to Comments Permit#RES17-0327 Project Address 556 Timber Bridge Lane Contractor/Contact Name Audrey Regnier Phone 904.595.5243 Email aregnier@tollbrothers.com Description of Proposed Revision/Corrections: Permit Fee Due$ Truss and architectural revision - cupola/roof slope englargened. See revision letter. Additional Increase in Building Value $ Additional S.F. By signing below,I Audrey Regnier affirm the Revision is inclusive of the proposed changes. (printed name) 2/7/2018 Signature of Con ctor Agen (Contra must sign if increase in valuation) Date (Office Use Only) Approved 7 Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: / :ui d"I i g� anning&Zoning Reviewed By re- ,•minis ra or Public Works '2,-- 4:7— 1 8 Public Utilities Public Safety Date Fire Services TOLLARCH ITECTU RE MEMO TO: Stacia Moore Atlantic Beach Ambassador 160 Cape May Avenue REVISION Ponte Vedra, Florida 32081 BP# RES/ 9- o 3d'7 CC: Brianna Tallman DATE Z / /2 lav/t SIGNED /11 �i FROM: Javier Hernandez,AIA (J Toll Brothers, Inc. DATE: January 26, 2018 RE: Atlantic Beach Ambassador- Lot 0177 Catalina/Classic—Revisionl #161956 On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): 1. Revised roof copula at Foyer, clouded and tagged on sheets; A5.18, A5.1.18, and A7.18. 2. Added height measurement at front elevation, clouded and tagged on sheet; A5.18. If you have any questions regarding this letter feel free to contact me at Toll Architecture (407)-248- 5800. Sincerely, t � F���� l ..°°°0000000001. ,' %{i3o° -tom oQ��/ o c.t o i o � ' o • • to o r '8560 o-01i fo o 00 t#11,10,Z0000000evIIP OFFICE COPY Approved By Permit Desk Javier Hernandez, AIA Building Department AR 98560 City of Atlantic Beach,FL FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 ■ Orlando,FL 32819 ■ (407)248-5800 ■ FAX:(407)248-5899 PHILADELPHIA■ORLANDO ■ DALLAS ■ SEATTLE A Toll'Brothels COMPANY �- MI I It Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 14759T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Toll Brothers -Atlantic Beach Project Name: . Model: The Catalina Lot/Block: 177 Subdivision: Atlantic Beach Address: 556 Timber Bridge Lane, . City: Jacksonville State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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 109 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13054896 CJ02 1/25/18 118 T13054913 F02 1/25/18 2 T13054897 CJ12 1/25/18 119 T13054914 F03 1/25/18 3 T13054898 CJ32 1/25/18 120 T13054915 F04 _1/25/18 4 f 1-1,3054099 Ej02 1/25/18 121 T13054916 F05 1/25/18 5 T13054900 EJ07 11/25/18 122 T13054917 F06 - 1/25/18 6 T13054901 EJ 12 1/25/18 123 T13054918 F07 1/25/18 7 T13054902 EJ14 1/25/18 24 T13054919F08 1/25/18 8 IT13054903 EJ15 1/25/18 25 T13054920' F09 1/25/18 9 T13054904 EJ16 1/25/18 126 T13054921 F10 1/25/18 10 1T13054905 EJ25 1/25/18 27 T13054922 FG01 1/25/18 11 T13054906 EJ26 1/25/181_28 T13054923 FG02 1/25/18 12 T13054907 EJ27 1/25/18 29 T13054924 FG03 1/25/18 13 T13054908 EJ28 1/25/181_30 T13054925 FT01 1/25/18 14 T13054909 EJ32 1/25/18 131 T13054926' FT02 1/25/18 15 1T13054910 EJ33 1/25/18 32 T13054927 FT03 1/25/18 16 T13054911 EJ34 1/25/18 133 T13054928' FT04 1/25/18 17 T13054912 F01 1/25/18 134 T13054929 FT05 1/25/18 ,`"'''rr►rrr' The truss drawing(s) referenced above have been prepared by MiTek `•�\\ c . O'RFn�i,� USA, Inc. under my direct supervision based on the parameters � ,r•.•• E•N s'••9,L!,� provided by Building Component Supply. • n Engineer's Name: ORegan, Philip • • No 58126 • Truss Desi g g 9 *: :*My license renewal date for the state of Florida is February 28. 2019. = =-fl; :cr_ IMPORTANT NOTE: The seal on these truss component designs is a certification �.•• STA E OF •: �/` that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters •,,v-•.Z O R \O••0• shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,,SS •....... � •• fileen refeorenMiTek. ce purpose e project and was not taken'into aincluded ntsinfor the l reparation of ��,,'Oi i tl%• P rP only, preparation these designs. MiTek has not independently verified the applicability of the design Philip J.O'Regan PE No.58126 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cart 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: January 25,2018 ORegan, Philip 1 of 2 Job I Truss Truss Type Qty Ply T13054896, 14759T0 CJO2 Jack-Open 3 1 !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:28 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-3hedQGZOR95OHpbdFW feNobk7SyQ2nJBnle?a3zrrRT 2-9-3 2-9-3 Scale=1:12.2 4.24 FT 2 110 2x4 II 1 n • 0E 3 4 2x4 I, 2-9-3 2-8-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 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 n/a BCDL 10.0 Code F8C2017/TP12014 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=58(LC 12) Max Uplift 4=8(LC 12),2=-47(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=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 11111► 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. •\\0113. O,A��••i• •• .•• \G.E•N S No 58126 r.r. *• •* S FW : 1' ONAt-��•N• /j/111111111' Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 it 4_ s Job Truss Truss Type Qty Ply TI3054897 14759T0 CJ12 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:29 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-XuC?dcZ1 CTDFvzAgpEAtw?8pirEPnEZLOyOZ6WzrrRS 2-9-3 2-9-3 4.24 FIT Scale=1:21.1 2 3x4 I I 1 rig WAWA 4 3 3x4= 2-9-3 2-9-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.09 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:12 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=74/Mechanical,3=28/Mechanical Max Horz 4=113(LC 12) Max Uplift 4=-7(LC 8),2=74(LC 12),3=-29(LC 12) Max Gray 4=104(LC 19),2=75(LC 17),3=50(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=5.0psf;BCDL=5.0psf;1>=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `I11111111111. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. , ,\? , O,R�C�'' • Q•Z •••\GENS • 94/ No 58126 *: :* _ . � cam O 0. F Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MA-7073 rev.10A132015 BEFORE USE. Design valid for use only with MiTekfi 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 amicability 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 Cdteria,D58-89 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 1 T13054898 14759T0 CJ32 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:30 2018 Page 1 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-?41NryafymL6W 710Nxh6TDg5FFerW hpUEc86eyzrrRR 2-9-3 2-9-3 Scale=1:10.7 3 4.24112 3x46 rsii o 2 o 1 r EV jIIIIIIIMIMIIi r -4. 4 . = 3x4 II 2-9-3 2-9-3 Plate Offsets(X,Y)-- [1:0-1-12,0-1-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 7 >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/TPI2014I Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=108/0-7-0,3=69/Mechanical,4=39/Mechanical Max Horz 1=39(LC 12) Max Uplift 1=-17(LC 12),3=37(LC 12),4=3(LC 12) Max Gray 1=108(LC 1),3=69(LC 1),4=47(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;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. 1I 11111, 4)Refer to girder(s)for truss to truss connections. ,����411111111i, � •�•Ii,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ,`%5 \Q ,' R��i�j, .`%QX\ '••�G E•N 8•• A 4,• • \., F •1:.:.44.1::::: No 58126 ::::,..1.13-).)...,* :,T1N.10i't• ,,,p A���`�. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 MN NM0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10103/2016 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 rise,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss s systems.seeANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply I 713054899 14759T0 IEJ02 Jack-Open 110 1 Job Referencoptionall Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:30 2018 Page 1 I D:TMAX8i H H P ITOooR 15bw4u8yBj 1 i-?41Nryafym L6 W 710 Nxh6TDg4_Fed W hpUEc86eyzrrR R 2-0-0 2-0-0 Scale=1:12.4 I 6.00 12 2 1 2x4 11 o ■ ■ /1, 1 -, 71 _,A1 4 3 2x4 I 2-0-0 I 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 1 BC 0.07 Vert(CT) -0.00 3-4 >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-MR I 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=59(LC 12) Max Uplift 2=-42(LC 12),3=-4(LC 12) Max Gray 4=74(LC 1),2=54(LC 17),3=36(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opst;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,,'a 11111E g 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ,,,,N\�P J. 0'RF�,I, No 58126 *: :* - i';0057Ire F :tel(/ :O '• . •,c"GR >rp \s•� Philip J.O'Regan PE No.58126 We*USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. let Design valid for use only with MITekS connectors.This design is based only upon parameters shown,and is for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is dways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlabte from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Tampa.FL 33610 1 M Job !Truss Truss Type �Oty Ply 713054900 14759T0 EJ07 I Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:31 2018 Page 1 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-TGJI2HbHj4Tz8HJCxfDL?QDAFfw6F73eTGtfBOzrrRQ 6-1-0 --- – 6-1-0 -- — 2x4 I Scale.1 14.2 2 3.00 12 8 7 1 I � 3 2x4 II 3x4= — 6-1-0 6-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.12 3-6 >596 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=238/0-5-8,3=238/Mechanical Max Horz 1=67(LC 8) Max Uplift 1=-63(LC 8),3=-86(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. `,, , 6)This truss design requires that a minimum of 7/16*structural wood sheathing be applied directly to the top chord and 1/2"gypsum �f , sheetrock be applied directly to the bottom chord. �N, \P J. RF i • No 58126 -0 �� •'c am • OF • 1/ • F Si0" N A•1111111; •��� % Philip J.O'Regan PE No.58126 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 IMMO V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/53/2075 BEFORE USE. Design valid for use only with muck®connectors.This design is based only upon parameters shown,and is for an individual building cornponent,not Nut a ti USS 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 6904 Parke East Blvd. ail fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 a ot Job ITruss Truss Type Oty Ply T13054901 14759T0 EJ12 (Jack-Open 2 1 ! _ 1 Job Reference(gptionall - Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:31 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-TGJI2HbHj4Tz8HJC)cfDL?QD8KfxCF73eTGtfBOzrrRQ 2-0-0 2-0-0 6.00'12 Scale=1:21.3 2 '1 3x4 II t i H q o, . N co 1 1 I 43x4- 3 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 I Vert(CT) 0.01 3-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/0-5-8,2=54/Mechanical,3=20/Mechanical Max Horz 4=114(LC 12) Max Uplift 4=-23(LC 10),2=-78(LC 12),3.48(LC 12) Max Gray 4=88(LC 12),2=73(LC 17),3=59(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=45tt;L=2411;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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. 0%1111111 p 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. ,,,0 P J O,R "/�,, No 58126 *: •:* ' L` OF l[ 7.11 / O . c '<v ,n� . c . `, °, S • OR1 • C?\ • '� ",,� "ONA ' � Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and is for an individual betiding 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 tnrss systems.seeANSI/iPl l Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn TrussPlate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 1 I Job Truss Truss Type Qty Ply T13054902 14759T0 EJ14 Half Hip Girder 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:32 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-xSt7FdcvUObgmQuPUMkaYemLx3Dc_awniwdDjrzrrRP 2.0-0I 6-0-0 2-0-0 4-0-0 Special Scale=1:25.4 6.00 DT 4' NAILED 2 7 3 y 011• 1111.11•111M 2x4 11 ,1111111'41111 1 liI r III Vr 1 • M 5 6 2x4 II NAILED 4 3x4 I I Spec 2-0-0I 6-0-0 2-0-0 4-0-0 Plate Offsets(X,Y)- [2:0-3-0.0-2-8] • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.23 4-5 >301 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.20 4-5 >354 180 BCLL 0.0 * Rep Stress!nor NO WB 0.02 Horz(CT) -0.46 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP I Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 3=146/Mechanical,6=235/0-5-8,4.88/Mechanical Max Horz 6=115(LC 25) Max Uplift 3=-152(LC 5),6=-i92(LC 4),4=88(LC 8) Max Gray 3=166(LC 29),6=288(LC 31),4=127(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`,i l I I l I I g ti will fit between the bottom chord and any other members. `�� I 6)Refer to girder(s)for truss to truss connections. ,%" \P •, 0 R� ljv 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) •.%/-;<\. \\ ••G•E•N ' Cil". ie 3=152,6=192. Q�• �.• \., SF.".2 'i 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. • i 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)179 lb down and 185 lb up atN O 58126 2-0-0 on top chord,and 84 lb down and 99 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the = *: •;• * responsibility of others. • 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .. -o• :ir Z LOAD CASE(S) Standard O"." O F <� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,. .(\'• '=.•._ Uniform Loads(plf) �� (� 0 R 1v... .\ %• \y Vert:1-2=-60,2-3=-60,4-6=-20 I�j ss� "" �\ ,�• Concentrated Loads(Ib) ,,��O N A�Otto Vert:5=-4(B)8=-2(B) Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Ml lek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria.DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.State 312,Alexandria,VA 22314. Tampa,FL 33610 3 x Job Truss Truss Type Qty Ply T13054903 14759T0 EJ15 Half Hip 1 1 Job Reference(optional) , Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:33 2018 Page 1 ID:TMAX8iHHPITOooR 15bw4u8y6j 1 i-QfR W TzdXFhjhNaTb24Fp4rl P9TYIj 1 hxxaMmFHzrrRO 4-0-0 6-0-0 4-0-0 i 2-0-0 455= Scale=1:29.2 6.00 12 2 3 ``y 7 ''� : 44 11 1 ,400111011.1111111 or ill 11 ;( 1� • IM 5 62x4 II 4 3x8 MT2OHS II 4-0-0 6-0-0 f4-0-0 I 2-0-0 t Plate Offsets(X,Y)-- [6:0-3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.19 5-6 >361 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.16 5-6 >441 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) -0.43 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=115/Mechanical,6=232/0-5-8,4=117/Mechanical Max Horz 6=156(LC 12) Max Uplift 3=-63(LC 9),6=-3(LC 8),4=65(LC 12) Max Gray 3=115(LC 1),6=232(LC 1),4=123(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;6=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;end vertical lett exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. •0 \? � 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•0 \? J- RF ,,i 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide s.%,,`\•••G•E•N ' -s ' will fit between the bottom chord and any other members. •••\,\ `SF•'•? i 7)Refer to girder(s)for truss to truss connections. •• i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,6,4. No 58126 9)This truss design requires that a minimum of 7/16*structural wood sheathing be applied directly to the top chord and 1/2'gypsum :7 *: •;* sheetrock be applied directly to the bottom chord. = pol _ :4/::•4/. 1' SS��N A�\v.�••‘:".\-:. : Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ABI-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlieka connectors.this design Is',used only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate thk design into the overall budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSl/Wl I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. !I 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 T13054904 14759T0 EJ16 Jack-Open 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:34 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-ur?ugJd90?rX?k2ncnm2d3rd1sprRUo49E6KnjzrrRN 6-0-0 6-0-0 Scale:3/8'=1' 2 6.00 6 5 3x4 i 1rn i- lN t� I( 1N N ,M, O 4 3 5x10 MT2OHS= 6-0-0 I6-0-0 I Plate Offsets(X,Y)-- [1:0-1-12,0-1-81 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.15 3-4 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.14 3-4 >499 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.35 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:26 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=232/0-5-8,2=163/Mechanical,3=69/Mechanical Max Horz 4=195(LC 12) Max Uplift 2=-i37(LC 12),3=-17(LC 12) Max Gray 4=232(LC 1),2=172(LC 17),3=108(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,.0‘1111111111. will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. .4 \P ". RF iii 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) ``�•� .r��•.G E'N,••."T ''ice 2=137. Q .• \. F i 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum • • sheetrock be applied directly to the bottom chord. N O 581 26 O••• / •<v: ,,r, it,�S�ONA\�-"" iiiiiiiiit- Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 4 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekw)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 ill 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,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormallon avaliabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandda,VA 22314. Tampa,FL 33610 s Job Truss Truss Type Oty Ply T13054905 14759T0 EJ25 Jack-Open Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:34 2018 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-ur?ugJd90?rX?k2ncnm2d3rj_s?mRSU49E6KnjzrrRN 0-7-5 2-0-5 6-0-0 0_7-5 1 1-5-0 3-11-11 Scale=1:22.8 3 6.00 12 6 2X4 II V 2 N rb 1 • 3x5 11 2x4 11 5 4 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:22 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 6-0-0. (Ib)- Max Horz 1=135(LC 12) Max Uplift All uplift 100 lb or less at joint(s)3,1 except 5=-147(LC 12) Max Gray All reactions 250 lb or less at joint(s)3,3,4,1 except 5=327(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-359/119 WEBS 2-5=-245/498 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi-0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 6-0-0 zone;C-C for members 1111111111111 and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�.0%111111111i. �I, 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ��\\\Q S) RF�ti� *.%Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. � `• •• ••G E•N 3)Gable studs spaced at 1-4-0 oc. Q .• `sF•'.4, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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 No 58126 will fit between the bottom chord and any other members. Z * ;* 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1 except(t=lb) 5=147. ••• /� •Q ST 1�'t- : �(/Z C? SS/ON A\- „,t0 Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Ft.33610 Date: January 25,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE AW-7473 rev.10,03/2015 BEFORE USE. mi Design valid for use only with MiTek®connectors.lids design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of IndMduat truss web and/or chord members oily. 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/TPt1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 a � Job Truss Truss Type Qty Ply T130549061 14759T0 EJ26 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:35 2018 Page 1 I D:TMAX8i H HPITOooR 15bw4u8yBj 1 i-M 1 ZGufenr>JzOdud_AVHH9GOsaGGGAx2DOurtKAzrrRM 6-0-0 6-0-0 Scale=1:20.9 2 6.00 FIT 8 • N 7 1 I11 a ■ 1i 1 1 ►t 3 3x6 II 6-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0-3-0,0-1-3] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.09 3-6 >784 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.12 3-6 >574 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=161/Mechanical,3=76/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 2=-102(LC 12),1=-26(LC 12) Max Gray 2=161(LC 1),3=108(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;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 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `111till1.1 g will fit between the bottom chord and any other members. 7iZ 4)Refer to girder(s)for truss to truss connections. �‘0%%\P J. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) s.% .��\•••'........� • EN •• 1/1/0� 2=102. Q •' � `S � 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. • N O 58126 �� ) :�: 7. O�•.. S �O F J Philip J.O'Regan PE No.58126 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Brachg Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T13054907 14759T0 EJ27 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:36 2018 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-gE7e5?fQYc5F E2CAjCoW iUw3jgbevOlNdYbQsczrrRL 2-5-8 6-0-0 2-5-8 3-6.8 • Scale=1:21.0 3 � 6.00 12 ' v 3x4 II 11 N 2 rn 10 , m • 1 , ii ,„, EA 4xs= a ■ ■ s �, 2x4 II 3x511 2-5-8 6-0-0 2-5-8 3-6-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-7],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[5:0-2-8,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.10 4-5 >749 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.12 4-5 >610 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=145/Mechanical,4=93/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 3=-85(LC 12),4=-14(LC 12),1=-26(LC 12) Max Gray 3=145(LC 1),4=106(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-298/112 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,1%11111111 j� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� , iii 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 `• \\' R�` i,j� will fit between the bottom chord and any other members. •.% N' •• (",ENS"•Q-T ,� 4)Refer to girder(s)for truss to truss connections. • Q ••'"\,\ F"•• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2°gypsum No 5 81 2 6 sheetrock be applied directly to the bottom chord. *;' •':•* .' ./, . •F '(V.t(/ . Sii ,s', S'ONA' o• � Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek<9 connectors.This design Is based only upon parameters shown,and is for an individual building component.not mot 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 to stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI 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 Oty Ply TI3054908 14759T0 EJ28 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:36 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-gE7e5?fQYc5FE2CAjCoW iUw4mgbkvOl NdYbQsczrrRL 3-4-8 6-0-0 3-4-8 2-7-8 Scale=1:21.0 3 (J 6.00 12 3x4 2 N � 10 1 ,. � 4x5= 111 • 6 ►, 2x4 I' 3x511 3-4-8 6-0-0 3-4-8 2-7-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-7],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-0-5,0-1-8],[5:0-2-8,0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.07 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.08 4-5 >872 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. 2-6:2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=132/Mechanical,4=105/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 3=-73(LC 12),4=-26(LC 12),1=-26(LC 12) Max Gray 3=132(LC 1),4=106(LC 3),1=238(LC 1) • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-268/82 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-0,Interior(1)3-2-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I I 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `t‘�11 � 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 ,%� \Q ,' ''�� �'• will fit between the bottom chord and any other members. '' �•�•••-E•N ' •• 4)Refer to girder(s)for truss to truss connections. Q •••\, `SF 2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. • 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum No 58126 sheetrock be applied directly to the bottom chord. = *; ;* 1/Icr 'e S;•. OR \• . '.• 0- • �#'e// /0 N A.��o`. "lin lino Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek<9 connectors.this design is based only upon parameters shown,and Is for en 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 IndWkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wllh possible personal Injury and property damage. For general guidance regarding the tabrlcatton,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 Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Ti 3054909 14759T0 EJ32 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:37 2018 Page 1 ID:TMAX8i HHPITOooR t 5bw4u8yBj 1 i-IQgOJLg2JwD6sCnMHvKI FhTJa42YerYW rCK_O2zrrRK 2-0-0 2-0-0 Scale=1:10.9 2 6.00 FIT p a 1 ►1 ►1 3x5 11 3 2-0-0 2-0.0 Plate Offsets(X,Y)— [1:0-0-1,0-0.31,[1:0.0.3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 Max Horz 1=41(LC 12) Max Uplift 2=-32(LC 12),3=-5(LC 12),1=-5(LC 12) Max Gray 2=50(LC 1),3=36(LC 3),1=80(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All torces 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)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 `,,1 I I I t 11 j 1 will fit between the bottom chord and any other members. %��P 3' �i� 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. `%� �.��•\G. . EN, ••C.9 � Fes•• I No 58126 O', F ' 41/ . S•• 0R \.p,• c"\```� Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.10/031201S 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 possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see-ANN/181i Quality Criteria,DSB-89 and SCSI 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 a Qty Ply T13054910 14759T0 EJ33 Half Hip Girder 1 1 Job Reference(optional) • Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:38 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-mcEPW hgg4ELzULMYrdr_nvOSSUIcNI Ng4s4XwUzrrRJ 2-0-0 4-0-0 2-0-0 i 2-0-0 Special /\ Scale=1:10.6 2 3 6.00 12 4x5 1 5 4 2x4 II Special 3x5 I 2-0-0 4-0-0 2-0-0 I 2-0-0 _ Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 5 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.03 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP I Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=58/Mechanical,4=112/Mechanical,1=168/0-5-8 Max Horz 1=42(LC 25) Max Uplift 3=-42(LC 4),4=-37(LC 8),1=-47(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=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 ,`,%%"1111111a, II,, will fit between the bottom chord and any other members. `,,%`.\? J. •� ? _'i,� 6)Refer to girder(s)for truss to truss connections. 54 `Z .•' ........ E N -9 c'i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. .. Q • \,\ S•.: •2 �• 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)97 lb down and 104 lb up at % • i 2-0-0 on top chord,and 27 lb down and 31 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is theNO 581 26 responsibility of others. r. *! •* 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 .-0 e7/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 • - •F '���• Uniform Loads(plf) +• T •• 11'.• •� Vert:1-2=-60,2-3=-60,4-6=-20 '•• ` ••( ORI 0..• �• Concentrated ds(l )2(B) �• ,c+10NA1- -��,` hhiI/11111111, Philip J.O'Regan PE No.68126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1 a WARNING-Wady design parameters and READ NOTES ON THIS AND INCLUDED MR•EK REFERANCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MITeke 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 incilvklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply i 713054911 ' 14759T0 EJ34 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:38 2018 Page 1 I D:TMAX8i H HPITOooR 15bw4u8yBj 1 i-mcE PW hgg4ELzULMYrdr_nvORsU LBNI ng4s4XwUzrrRJ 4-0-0 4-0-0 Scale:3/4•=1' 2 6.00 7 al N N 3 3x5 II 4-0-0 I 4-0-o Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-8,0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress[nor YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=104/Mechanical,3=53/Mechanical,1=158/0-5-8 Max Horz 1=81(LC 12) Max Uplift 2=-66(LC 12),3=1(LC 12),1=-15(LC 12) Max Gray 2=104(LC 1),3=72(LC 3),1=158(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. I1;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ` %1111111I will fit between the bottom chord and any other members. `�1 i/ 4)Refer to girder(s)for truss to truss connections. ,�•'\ \P ' O R /// 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. � s<\ .•••C,E•N • -9 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 �� Q ••\,\ `SF••.2 sheetrock be applied directly to the bottom chord. • • No 58126 ":113,:* •F •; LU 1. • ONA - Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekb connectors.ibis design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply ' TI3054912 14759T0 F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:39 2018 Page 1 I D:TMAX8i H HPITOooR I5bw4u8yBj1 i-Eponjl hlrXTg5VxtPKMDK6Ye6tkj61TpJWp4TxzrrRl OHg 0,18 Scale:1/2'=1 3x4 II 1 — 2 3 4 5 6 7 8 9 10 11 12 e 9 P — '.O e P O 6 99 i I a 1 e 0 e i, r a s s 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 3x4= 3x4= I 1-6-12 I 2-10-12 4-2-12 I 5-6-12 I 6-10-12 I 8-2-12 I 9-6-12 I 10-10-12 i 12-2-12 I 13-6-12 I 14-7-8 i 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 1-0.12 Plate Offsets(X,Y)— [23:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:68 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-7-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (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. vI i ot'Q3 Oilt g \ AFiI �, ` No 58126 *: :* ="0 '• %// •'Cts % ' / 'k/: • I''.••� : Job Truss Truss Type • Qty Ply I T13054913 14759T0 F02 GABLE 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:40 2018 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-i?M9xMiwcrchjNxy2tSsK5psH4urCjzY9Ze?NzrrRH 0.11-8 Scale=1:34.2 3x6= 3x6 FP= 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 • - •r • • - • • d • • ai • •-• rd d € 36 Q -\'a O s.• 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 I I 3x4= 3x6 F P= 3x6= I 1-6.121 2-10-12 1 4-2-12 1 5-6-12 6-10-12 1 8-2-12 9-6-12 1 10-10-12 1 12-2-12 I 13-6-12 t 14-10-12 1 16-2-12 I 17-6-12 i 18-10-12 j 20-2-12 2O-7-8 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 1-4-0 1-4-0 0-4-1 Plate Offsets(X,Y)— [34:0-1-8,Edge],[35:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) Na - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.04 Horz(CT) 0.00 19 n/a Na BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 20-7-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)35,19,34,33,32,31,30,29,27,26,25,24,23,22,21, 20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .‘1111111Iiiii 6)CAUTION,Do not erect truss backwards. ,,,``\\._ 00 . 0 R��i', �• Q\X . \G•E•N S . 9,/�• % • No 58126 Z. *• * - • CC Z :-53• '- I.s11 F •Zia: 'e, 1/49.c, SO N A u A -\-.0 'II/11111111f<‘♦ Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 f, lot 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.101032015 BEFORE USE. Design valid for use only with MlTek4)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 ISI fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lPlt Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avaliable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13054914 14759T0 F03 FLOOR 6 1 , •Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:41 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-BBwX8ijYN9kYLp47WIOhPXeoNhA0aUW6mpIBXpzrrRG 0-1-8 H l 1-3-0 1-1-8 l 0-1 8 Se=1:34.9 4x6= 4x6= 1.5x3= 4x6= 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 6 9 10 11 vQ24 ` Nom/ X / X / \ / N / N / Nr25 v I q rm -e 22 21 20 19 18 17 16 15 14 13 4x6= 3x6 MT2OHS FP= 1.5x3 I I 4x6= 4x6= 1.5x3 SP= 4x6= 20-7-8 I I 20-7-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge],[11:0.1-8,Edge],[18:0-1-8,Edge] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.40 16-17 >616 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.54 16-17 >449 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP No.2(flat)'Except` except end verticals. 12-20:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:19-21. REACTIONS. (lb/size) 23=1114/0-3-8,12=1114/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1109/0,11-12=-1109/0,1-2=-1147/0,2-3=-2890/0,3-4=-4017/0,4-5=-4688/0, 5-6=-4688/0,6-7=-4603/0,7-9=-4030/0,9-10=-2886/0,10-11=-1148/0 BOT CHORD 21-22=0/2165,19-21=0/3582,18-19=0/4445,17-18=0/4688,16-17-0/4688,15-16=0/4461, 14-15=0/3578,13-14=0/2166 WEBS 11-13-0/1483,1-22=0/1481,10-13=-1416/0,2-22=-1416/0,10-14=0/1001,2-21-0/1008, 9-14=-963/0,3-21=-963/0,9-15=0/628,3-19=0/604,7-15=-599/0,4-19=-596/0, 7-16=-44/381,4-18=-106/621,6-16=-437/225 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ```0%1111111111ii 3)All plates are 3x4 MT20 unless otherwise indicated. `�� \�\P �' AF ��j� 4)The Fabrication Tolerance at joint 20=11% .`% `\ G•E•N C-T 'i 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. % Q ••••s.• `Ss'...•2 '.• Strongbacks to be attached to walls at their outer ends or restrained by other means. No 58126 --o : :c= 1.�'•• Iii' F 1.1 ',„,,iiil°NAL I .�``� -iiiiiii Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. ilt 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 property Incorporate me 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;� ek • S always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DS8-89 and SCSI Building Component Safely Information available from Truss Plate Institute,218 N.Lee Street.Stile 312,Alexandria.VA 22314. Tampa.FL 33610 ,, Job Truss Truss Type • Qty Ply 1 113054915 14759T0 F04 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:42 2018 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-fOUVM2kA8SsPyzfK4TvwylAyf5YTJxH F?T213GzrrRF 0-1-8 H0-6-40-9-01 1-3-0 1-7-14 00r8 Scale=1:35.8 Special 4x6= 1.5x3 II 4x6= 1.5x3= 4x6= 1.5x3 II 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 4 P5 jZ X / \. / 26 o —�:-? 1/ \ ./ X / N / 721 p 23 22 21 20 19 18 17 16 15 14 4x6= 4x6= 3x12 M18SHS FP= 1.5x3 II 4x6= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 12-1-14 14-7-14 17-1-14 19-7-14 21-1-14 I 1-6-0 I 2-6-0 2-6-0 1 5-7-14 I 2-6-0 1 2-6-0 I 2-6-0 1 1-6-0 I Plate Offsets(X,Y)-- [7:0-1-8,Edge],[12:0-1-8,Edge],[14:0-2-12,Edge],[19:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.42 18 >593 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.59 18 >429 240 M18SHS 244/190 BCLL 0.0 Rep Stress!nor NO WB 0.74 Horz(CT) 0.09 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:110 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, 9-12:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-21:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 24=1597/0-6-0,13=1158/0-5-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 12-13=-1152/0,2-3=-1430/0,3-4=-3173/0,4-5=-4339/0,5-6=-5054/0,6-7=-5054/0, 7-8=-4920/0,8-10=-4257/0,10-11=-3024/0,11-12=-1197/0 BOT CHORD 23-24=0/823,22-23=-0/2422,20-22=0/3893,19-20=0/4779,18-19=0/5054,17-18=0/5054, 16-17=0/4733,15-16=0/3761,14-15=0/2260 WEBS 12-14=0/1546,2-23-0/1150,11-14=-1478/0,3-23=-1380/0,11-15=0/1062,3-22-0/1046, 10-15=-1025/0,4-22=-1001/0,10-16=0/691,4-20=0/620,8-16=-661/0,5-20=-611/0, 8-17=0/453,5-19=-108/698,7-17=-546/191,6-19=-284/0,2-24=-1792/0 NOTES- t‘' J. 1)Unbalanced floor live loads have been considered for this design. ,t1 i, 2)All plates are MT20 plates unless otherwise indicated. ��� \P '' RF i,/� 3)All plates are 3x4 MT20 unless otherwise indicated. •�• `Z`\�•••(,•E•N •• •(-T °i 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. • Q •,••, `SF 2 '• Strongbacks to be attached to walls at their outer ends or restrained by other means. • • No 58126 •LOAD CASE(S) Standard - *; ;* 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 : Uniform Loads(plf) 7.7.-p ; �� Vert:13-24=-10,1-12=-100 •, S t ./.•F •• ZC/ Concentrated Loads(lb) o.� ((/.; Vert:2=-468 4\.. ••4 OP.•� .` • Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 -- a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mick®connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 s • Job Truss Truss Type Qty Ply T13054916 14759T0 F05 Floor 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:42 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-fOUvM2kA8SsPyzf K4TvwylAzr5XOJyXF?T213GzrrRF 0-1-8 H I 1-3-0 I 2-1-14 I s46.1:32.4 0*�.1 8 ScAlb=1:32.4 4x6= 4x6= 1.5x3= 4x6= 1.54 Il 3x6 FP= 3x6= 1.54= 1 2 3 4 5 6 7 8 9 10 o e 122 ./ N • ZN /•l 23 0 I ` � Z <. � f} •e 20 19 18 17 16 15 14 13 12 w 4x6= 4x6= 1.54 II 3x12 M18SHS FP= 4x6= 19-1-14 19-1-14 Plate Offsets(X,Y)-- I1:Edge,0-1-8],[2:0-1-12,Edge],[5:0-1-8,Edge],[10:0-1-8,Edge],[13:0-1-8,Edge],[18:0-1-8,Edge],(19:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) [(deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.37 16-17 >619 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.50 16-17 >452 240 M18SHS 244/190 BCLL 0.0 Rep Stress'nor YES WB 0.66 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:98 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 7-10:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-15:2x4 SP No.1(flat) 2-2-0 oc bracing:17-18. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1034/0-6-0,11=1034/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1035/0,10-11=-1028/0,1-2=-1068/0,2-3=-2591/0,3-4=-3870/0,4-5=-3870/0, 5-6=-4005/0,6-8=-3609/0,8-9=-2627/0,9-10=-1057/0 BOT CHORD 19-20=0/1991,18-19=0/3238,17-18=0/3870,16-17=0/3870,14-16=0/3975,13-14=0/3231, 12-13=0/1993 WEBS 10-12=0/1365,9-12=-1302/0,9-13=0/882,8-13=-840/0,8-14=0/525,6-14=-510/0, 6-16=-109/289,5-16=-283/419,5-17=-309/32,1-20=0/1380,2-20=-1283/0,2-19=0/835, 3-19=-900/0,3-18=0/1046,4-18=-454/0 NOTES- ,/11111111/III 1)Unbalanced floor live loads have been considered for this design. ,�1 , /It 2)All plates are MT20 plates unless otherwise indicated. �• \P J. R� I, 3)All plates are 3x4 MT20 unless otherwise indicated. ���•Z•� ••Ci E N• �9 �i 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. :' Q •••�,\ s •••2 '• Strongbacks to be attached to walls at their outer ends or restrained by other means. No 58126 �-d: 'cc :13.* S OF :44/ 1 (\• •S4ORIv.•\ • III,��N A `,��• Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE ME-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 vedfy the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSl/IPli Quality Creed°,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 T13054917 14759T0 F06 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:43 2018 Page 1 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-7a21ZOkpvm_Ga7E W eAQ9Uyj7PVu12QzPE7nIcizrrRE 0-1-8 H I 1-3-0 I Sc 1-7-0 �0�1 8 21b=1:29.3 4x6= 4x6= 1.5x3= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 d21II _/ X / _N / N- / X / 1/I 22 9 i . 0 19 18 17 16 15 14 13 12 11 /ID 4x6= 1.5x3 II 1.5x3 II 3x8 MT2OHS FP= 4x6= I 17-4-0 I 17-4-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-1-8,Edge],[4:0-1-8,Edge],[9:0-1-8,Edge] _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.28 15-16 >742 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.38 15-16 >540 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.05 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP SS(flat)`Except* except end verticals. 10-13:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=933/0-3-8,10=933/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-935/0,9-10=-928/0,1-2=944/0,2-3=-2301/0,3-4=-3023/0,4-5=-3278/0, 5-7=-3079/0,7-8=-2308/0,8-9=-943/0 BOT CHORD 18-19-0/1753,17-18=0/3023,16-17=0/3023,15-16=0/3023,14-15=0/3342,12-14=0/2808, 11-12=0/1776 WEBS 9-11=0/1217,8-11=-1158/0,8-12=0/740,7-12=-696/0,7-14=0/377,5-14=-367/0, 4-15=-122/511,4-16=-399/0,1-19=0/1218,2-19=-1125/0,2-18=0/762,3-18=-1019/0, 3-17=0/426 NOTES- 1)Unbalanced floor live loads have been considered for this design. ,,o 11111 I t.• 2)All plates are MT20 plates unless otherwise indicated. ��� IIS 3)All plates are 3x4 MT20 unless otherwise indicated. .%' \P �' RF ,,j 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. •% `t'‘\,„ `••\G•E Nd.•• ' -T °i Strongbacks to be attached to walls at their outer ends or restrained by other means. . Q .. \., ,-••.? °i No 58126 r...... .;,.. :4,.. ,.... :Q.,: ,.i ,•dORl.p• 0,`s% ,,'isS�0NA��;.s``% Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AIB-7473 rev.10/03/2015 BEFORE USE. fill Design valid for use only with MiTek®connectors.Ns design Is based only upon parameters shown,and Is for an kndlAdual building component,not a truss system.Before use,the building designer must verify the applicabtlity 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/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 , Job Truss i Truss Type 1 Oty Ply T13054918 14759T0 F07 ,Floor 4 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:44 2018 Page 1 I D:TM AX8i HH PITOooR 15bw4u8yBj 1 i-bmcgnkl Rf467CGpi BuyO1 AGONuFsnvGYSnXr88zrrR D 0-1-8 H 1-3-0 1-11-0 01.8 Scale=1:23.4 4x6= 1.5x3 II 1.5x3= 1.5x3= 1 2 3 4 5 6 7 16 I- 17 17 O - e o v1 I y —N tai -' --- -- a ; \'' I. \� ►I 12 14 13 12 11 10 9 4x6= 1.5x3 I 1.5x3 !! 3x6= 1-6-0 4-0-0 9-11-0 12-5-0 13-11-0 1-6-0 2-6-0 f - --_ 5-11-0 I 2-6-0 I 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-1-8,Edge114:0-1-8,Edge] _ LOADING(psi) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.18 10-11 >919 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S 1 Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=745/0-3-8,8=745/0-5-8 FORCES.' (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-743/0,1-2=-731/0,2-3=-1703/0,3-4=-2088/0,4-5=-1961/0,5-6=-1296/0 BOT CHORD 13-14=0/1362,12-13=0/2088,11-12=0/2088,10-11=0/2088,9-10=0/1776,8-9=0/791 WEBS 6-8=-1050/0,1-14=0/942,6-9=0/702,2-14=-878/0,5-9=667/0,2-13=0/478,5-10=0/326,3-13=-613/0, 4-10=-368/42 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1111111111/j te No 58126 OF ; J ,1' Q10 N A' ,•..%s ,iiiiii Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 • a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek©connectors.This design is based only upon parameters shown,and is for an Individual building component.not . a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSI/1PtI 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 I Truss Type I Qty Ply i 1130549191 1475910 F08 GABLE I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:44 2018 Page 1 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-bmcgnkl Rf467CGpi BuyO 1 AGVyuRunOjYSnXr88zrrRD 018 0— �g Scale=1:16.9 1 3x4= 2 3 4 5 6 7 8 9 19!— II 2 qI I I O I I I le i o s 1 i i i i iS•i5•i4•iiii•�•Di•Oi•�i iii••li i l i i ilii i iii i•?Ti i i i•i �6i' iiiiiii•:•iii* .' ::i::ilii:❖ZZ:.•.❖.'.'.':i**::':.1:::::::•.•iiSL•iL•iiiii'ii❖::: ii0iiii0i00�•OPiiiii0iiii'i••.•••••••••..••••••••...•••..•••••••••••••••..••..••...•••:•PPiiiiO�•000•000•O�YP:'PPS•:•�'iiiiiiiii00P�'OP�'ii.'�'�'ii••i• 18 17 16 15 14 13 12 11 10 3x4= 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 _ 6-10-12___ __ 8-2-12_ _ _-_ _9-6-12_ I 104-0 1-6-12 1-4-0 I 1-4 0 - 1-4-0--- 1-4-0 1-4-0 1-4-0 0-9-4 Plate Offsets(X,Y)-- (17:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell 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 Incr YES WB 0.04 Horz(CT) 0.00 10 n/a n/a j BCDL 5.0 Code FBC2017/TPI2014 Matrix-S I Weight:501b 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 10-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss.to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .‘01111111/11. `•Q�•.•••G E Ns'' -.9,,.', • No 58126 • - • .,,.•�c P :-'S • iiiitimilittt Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-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 I Quality Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiade Born Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type .. Qty Ply T13054920 14759T0 F09 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:45 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj t i-3z92_4m3QNE_gQOvIbTdZNoa8Ii W W RYihRGPgazrrRC 0-1-8 F—I I 1-3-0 I I 1-8-0 I 0-1-18 Scale=1:13.9 1 2 3 4 i • 11 — 12 1 • 1.5 = • 1.5x3= 1 1 i N _. i 9 8 7 6 1.5x3 II 1.5x3 II 1-6-0 5-11-0 7-5-0 I 1-6-0 I 4-5-0 I 1-6-0 _ Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 7 >999 360 MT20 244/190 TCDL • 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.03 8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 5 rVa n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:41 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=388/0-5-8,5=388/0-5-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-382/0,4-5=-382/0,1-2=-314/0,2-3=-593/0,3-4=-314/0 BOT CHORD 8-9=0/593,7-8-0/593,6-7=0/593 WEBS 4-6=0/400,1-9=0/400,3-6=-378/0,2-9=-378/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 111111111/,, � • •`Q,Z`•. ,\G• • EN s•• 9,j,!, • i No 58126 :"S3•• S /�OF •CC/: '•p1,�S;O N A 0 Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev.10/03,2015 BEFORE USE. tut Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must 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/TPII Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Informalon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type I Qty Ply T13054921 ' 14759T0 F10 FLOOR 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:46 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-X9jOBQnhBhMrRaz5Jl_s6bLfUiuuFmXrw50yD1zrrRB 0-1-8 1-3-0 1-9-12 Scale=1:31.4 4x6= 1.5x3= 1.5x3 H 3x6 FP= 4x6= 1 2 3 4 5 6 7 8 9 10 .. . .w N X. I /r N r N 0 20 19 18 17 16 15 14 13 12 11 4x6= 3x6 FP= 1.5x3 H 4x6= 1-6_0 4-0-0 6-6-0I 12-3-12 14-9-12 - _ 17-3-12 I 18-9-12 i 1-6-0 2-6-0 2-6-0 5-9-12_ 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-8,EEdcel,[4:0-1-8,Edge],[9:0-1-8,Edge],[13:0-1-8,Edge,[15:0-1-8,Edge],[18:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.30 14-15 >752 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.41 14-15 >543 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:97 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals. 11-19:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=1015/0-5-8,11=1021/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1009/0,10-11=-1015/0,1-2=-1035/0,2-3=-2569/0,3-4=-3501/0,4-5=-3874/0, 5-6=-3874/0,6-8=-3507/0,8-9=-2568/0,9-10=-1034/0 BOT CHORD 18-20=0/1951,17-18=0/3156,16-17=0/3874,15-16=0/3874,14-15=0/3809,13-14=0/3163, 12-13=0/1951 WEBS 10-12=0/1376,1-20=0/1336,9-12=1276/0,2-20=-1274/0,9-13=0/858,2-18=0/859, 8-13=-828/0,3-18=-817/0,8-14=0/478,3-17=0/556,6-14=-421/0,4-17=-706/0, 6-15=-233/474 NOTES- 1)Unbalanced floor live loads have been considered for this design. 01111111/11 2)All plates are 3x4 MT20 unless otherwise indicated. `•%% 114 3)Refer to girder(s)for truss to truss connections. �•% \Q ' 0' 114 to 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. �g�Q•r\\'.' E•N S''•�92�� Strongbacks to be attached to walls at their outer ends or restrained by other means. , ,• \, F•••• • 5)CAUTION,Do not erect truss backwards. No 58126 r. *: :* '(V .0,,, •4 O R ,Op'i....•• 0, % .,iSS,0NM-� .` rtiit�1 Philip J.O'Regan PE No.58126 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with Milek©connectors.This design is based only upon parameters shown,and Is for an individual building component,not mit 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 !, fabr catlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. 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 713054922 ,1475970 FG01 Flat Girder 1 1 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Jan 25 14:33:47 2018 Page 1 ID:TMAXBiHHPIT0ooR15bw4u8yBj1 i-Be97DxXOEj2d25595GFM4pw1 P?uNV91dy2X8iuzroXY 1 3-2-13 6-3-13 9-4-14 12-5-15 1 15-6-15 I 18-9-12 3-2-13 3-1-1 3-1-1 3-1-1 3-1-1 3-2-13 Scale:3/8"=1' THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x5= 2x4 II 4x5= 6x6= 12x14 M18SHS= 15x6= 24 3 4 5 6 7 • i • a Q o13 , ° E--- O nn ° nn nI F 1 nn nn nn° nn I , 14 15 13 16 12 17 11 18 19 10 20 21 96x8 22 23 8 14 8x10= 4x6= 4x10= 4x5 II NAILED NAILED NAILED JUS24 4x6= JUS24 JUS24 THD26-2 NAILED THD26-2 JUS24 3-2-1363-13 9-4-14 12-5-15 I 15-6-15 I 18-9-12 3-2-13 3-1-1 3-1-1 3-1-1 3-1-1 3-2-13 Plate Offsets(X,Y)- [1:0-2-4,0-2-4],[2:0-2-0,0-2-0],[7:Edge,0-3-0],[8:0-1-12,0-0-0),[9:0-3-8,0-3-0],[10:0-2-0,0-2-4112:0-2-0,0-2-0],[13:0-5-0,0-4-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.33 11 >669 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.70 11 >318 240 M18SHS 244/190 BOLL 0.0 * Rep Stress Incr NO WB 0.72 Horz(CT) 0.05 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.20 11 >999 240 Weight:310 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except 6-7:2x4 SP No.2 end verticals. BOT CHORD 2x6 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-13:2x6 SP SS WEBS 2x4 SP No.3`Except` 1-13,2-12,3-11,5-11,6-10,7-9:2x4 SP No.1 REACTIONS. (lb/size) 14=4063/0-5-8,8=4137/Mechanical Max Gray 14=4063(LC 1),8=5078(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-3677/0,1-2=-10261/0,2-3=-17686/0,3-4=-20397/0,4-5=-20397/0,5-6=-19164/0, 6-7.11686/0,7-8=-3934/0 BOT CHORD 14-15=0/626,13-15=0/626,13-16=0/10724,12-16=0/10724,12-17=0/17686, 11-17=0/17686,11-18=0/19164,18-19=0/19164,10-19=0/19164,10-20=0/12163, 20-21=0/12163,9-21=0/12163,9-22=0/812,22-23=0/812,8-23=0/812 WEBS 1-13=0/10150,2-13=-3075/0,2-12=0/7290,3-12=-1760/0,3-11=-88/2948,4-11=-979/0, 5-11=-203/1884,5-10=-1559/0,6-10=0/7364,6-9=-3168/0,7-9.0/11386 ``,111111111///�I NOTES- ``� \? 3. 0'p 1,,i 1)3-ply truss to be connected together with 10d(0.131-x3")nails as follows: V \\--•.•G•E•N �9 - Top chords connected as follows:2x4-1 row at 0-7-0 oc. ; Q ••••�\ SF'•,!fi �• Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. • Webs connected as follows:2x4-1 row at 0-9-0 oc. : N o 58126 • 1 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 .7: * : •: 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=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. - O .� II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 • :• O F •. . 4)Provide adequate drainage to prevent water ponding. O L �� 5)All plates are MT20 plates unless otherwise indicated. - ,\•• •' Q ••• • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i •.•• R \ ,.• \ �� 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 1,, S •••••• • C?`N. wil8)Relfeltr toetween girder(the s)for tttom chord and russ tot ss connections.other members. cit 'S i�N AL�% 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Philip J.O'Regan PE No.58126 Building designer must review loads to verify that they are correct for the intended use of this truss. MiTek USA,Inc.FL Cert 6634 10)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 8-2-0 oc max.starting at 10-1-12 from 6904 Parke East Blvd.Tampa FL 33610 the left end to 18-3-12 to connect truss(es)FT01 (2 ply 2x4 SP)to back face of bottom chord. Date: 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 11-4-12 from January25,2018 the left end to 17-2-4 to connect truss(es)FT02(1 ply 2x4 SP)to back face of bottom chord. .nM r:u..n....0 r..r,.�..4.,...,r..........:...........•..,.•,.a•l.r,..,,.r.... 1 )"NAILED"( indicates 3-10d(0.148"x3"1 or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. _ 1 '�t{��7dli to � with MITek®ond neccttors,This design isIS AND bred only uDED pon parametersRAAME shoowwn Panel Is fo�an473 Indlvidu f ding cRE USE.omponent,notitill. 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 aril/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabiitty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information avdlable from Trus Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job truss 'Truss Type Qty Ply 113054922 1475970 FG01 Flat Girder 1 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Jan 25 14:33:47 2018 Page 2 I D:TMAX8i H HPITOooR 15bw4u8yBj 1 i-Be97DxXOEj2d25595GFM4pw1 P?uNV9ldy2X8iuzroXY LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-334,8-14=-10 Concentrated Loads(Ib) Vert:12=-228(B)15=-228(B)16=-228(B)17=-228(B)18=-184(B)19=-138(B)20=-138(B)21=-138(B)22=-138(B)23=-187(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-294,8-14=-10 Concentrated Loads(lb) Vert:12=-198(B)15=-198(B)16=-198(B)17=-198(B)18=-532(8)19=-406(B)20=-406(B)21=-406(B)22=-406(6)23=-535(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-194,8-14=-30 Concentrated Loads(Ib) Vert:12=-148(B)15=-148(B)16=-148(B)17=-148(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-43,5-7=-64,8-14=-6 Concentrated Loads(Ib) Vert:12=92(B)15=92(B)16=92(B)17=92(8) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-64,3-7=-43,8-14=-6 Concentrated Loads(Ib) Vert:12�2(B)15=92(B)16=92(6)17=92(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=96(B)15=96(B)16=96(8)17=96(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=96(B)15=96(B)16=96(B)17=96(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-68,8-14=-6 Concentrated Loads(Ib) Vert:12=92(8)15=92(B)16=92(B)17=92(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-98,8-14=-6 Concentrated Loads(Ib) Vert:12=92(B)15=92(B)16=92(B)17=92(6) 10)Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=96(B)15=96(6)16=96(B)17=96(B) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=96(8)15=96(B)16=96(B)17=96(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pit) Vert:1-7=-174,8-14=-10 Concentrated Loads(Ib) Vert:12=-109(13)15=-109(8)16=-109(8)17=-109(8)18=-648(B)19=-495(B)20=-495(B)21=-495(B)22=-495(B)23=-651(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(Ib) Vert:12=59(6)15=59(B)16=59(8)17=59(B) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(Ib) Vert:12=59(B)15=59(B)16=59(B)17=59(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(lb) Vert:12=59(6)15=59(B)16=59(6)17=59(B) 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 CntWARA7ING-'Ven design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ihis design Is based only upon parameters shown,and Is for an individual building cornponenl,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 WRAC Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUIPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply T13054922 1475970 FGOI Flat Girder 1 3 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Oct 26 2017 MITek Industries,Inc. Thu Jan 25 14:33:47 2018 Page 3 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-Be97DxXOEj2d25595GFM4pw1 P?uNV91dy2X8iuzroXY LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(Ib) Vert:12=59(B)15=59(B)16=59(B)17=59(B) 17) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-43,5-7=-64,8-14=-6 Concentrated Loads(lb) Vert 12=-122(B)15=-122(B)16=-122(B)17=-122(B) 18)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-64,3-7=-43,8-14=-6 Concentrated Loads(lb) Vert:12=-122(B)15=-122(B)16=-122(B)17=-122(B) 19)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert 12=-118(B)15=-118(B)16=-118(B)17=-118(B) 20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) • Vert:1-7=-182,8-14=-10 Concentrated Loads(ib) Vert:12=-118(B)15=-118(B)16=-118(B)17=-118(B) •21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-68,8-14=6 Concentrated Loads(Ib) Vert 12=-122(B)15=-122(B)16=-122(B)17=-122(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-98,8-14=-6 Concentrated Loads(Ib) Vert:12=-122(B)15=-122(B)16=-122(B)17=-122(B) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=-118(B)15=-118(B)16=-118(B)17=-118(B) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-7=-182,8-14=-10 Concentrated Loads(Ib) Vert:12=-118(B)15=-118(B)16=-118(B)17=-118(B) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(Ib) Vert:12=-182(B)15=-182(B)16=-182(B)17=-182(6) 26)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(Ib) Vert:12=-182(B)15=-182(B)16=-182(B)17=-182(B) 27)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=-300,8-14=-10 Concentrated Loads(Ib) Vert:12=-182(B)15=-182(B)16=-182(B)17=-182(B) 28)Reversal: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:1-7=-300,8-14=-10 Concentrated Loads(Ib) Vert:12=-182(B)15=-182(B)16=-182(B)17=-182(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev-10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design B based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/lPll 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.Nexandita-VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 1 TI3054923 14759T0 FG02 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:49 2018 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-ykPZgRpZUckPl2hg_RXZkDzAYvzgS61 Hc3EcpMzrrR8 4-6-12 7-10-9 11-2-5 14-6-2 19-5-0 4-6-12 i 3-3-12 3-3-12 I 3-3-12 4-10-14 Scale=1:34.5 JUS24 4x5= 2x4 II 4x10= 2x4 II 6x6= 6x8= 2x4 II 4x5= 1 2 3 20 4 5 P1 6 7 8 1 k • • 17 � 10 18 8x10= 9 22 zxa II 4x5= d N 8X12=. _ _ J 0 C. THD26s- nn �._. - 23 24 2515 26 27 28 14 29 30 13 1 16 31 32 33 34 35 36 3x8 MT2OHS I I TH026 8x10= THD26 6x8 THD26 5x6= THD26 4x5= 2x4 II Special Special Special THD26 Special THD26 Special JUS24 JUS24 NAILED Special Special 11:3,3-00 4-6-12 7-10-9 11-2-5 14-6-2 17-8-12 17,9-8 19-5-0 i 3-3-12 i 3-3-12 I 3-3-12 I 3-3-12 3-2-10 0412 1-7-8 Plate Offsets(X,Y)-- [3:0-3-8,0-2-0],[6:0-2-8,0-3-0],[10:0-3-8,0-4-8],[14:0-4-0,0-4-0],[15:0-5-0,0-4-8],[16:0-4-4,0-0-8],[17:0-3-0,0-4-4],[18:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.04 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0,08 13-14 >999 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.74 Horz(CT) 0.01 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.04 13-14 >999 240 Weight:281 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 5-8:2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 3-11-13 oc bracing. 7-11:2x4 SP No.3 WEBS 2x4 SP No.3`Except* 6-13,5-14,3-14:2x4 SP No.2 REACTIONS. (lb/size) 16=9599/0-6-0,11=162/0-3-7,12=6840/0-7-12 Max Uplift 16=-1725(LC 4),12=1019(LC 5) Max Gray 16=9599(LC 1),11=331(LC 12),12=7295(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-378/10,1-2=-668/3869,2-3=-711/3526,3-4=-3599/522,4-5=-3599/522, 5-6=-2239/334 BOT CHORD 17-18=-282/59,16-17=-9409/1680,2-17=-1074/0,15-16=-440/90,14-15=-255/2209, 13-14=-332/2326,12-13=-1249/211,10-11=-264/98,7-10=-1089/111 WEBS 1-17_4874/829,15-17=-439/3090,3-15=-626/0,3-17=-5620/985,8-10=-258/0, 6-10=-268/1240,10-12=-1704/273,6-12=-4292/339,6-13=-742/4749,5-13=-1764/0, 111111111 5-14=-260/1741,4-14=-698/0,3-14=-385/1903 `���`Q 0 R''',/I NOTES- `%N \\•.•.........F°-1'.:%:i' 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: ; Q' • \- C E N S '.....'i, ..,jj,i-• Top chords connected as follows:2x4-1 row at 0-9-0 oc. • ... Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc,2x4-1 row at 0-9-0 oc. No 58126 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. -O .• ' : Cr Z 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. = • F . II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 1.0'. `.- 1(/ 4)Provide adequate drainage to prevent water ponding. .<.•• • Q P.•' ' "� 5)All plates are MT20 plates unless otherwise indicated. ',�� '•. 0 R \ c; ., 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'1 S 0. • •• •. • • �% 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 Z,,�O N Al- ts' will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1725 lb uplift at joint 16 and 1019 lb Philip J.O'Regan PE No.58126 uplift at joint 12. MWTek USA,Inc.FL Cert 6634 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31 has/have 6904 Parke East Blvd.Tampa FL 33610 been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. Date: 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-9-8 oc max.starting at 0-10-4 from January 25,2018 the left end to 13-7-12 to connect truss(es)to front face of bottom chord. A WARNING-Verily design paremeters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ASI-7073 rev.10.03/2015 BEFORE USE. mi• Design valid for use only with MITeke)connectors.This 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 applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent heckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k. 6 always required tor 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,seeANSVIPII Quality Criteria,DSB-89 and SCSI Betiding 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 TI3054923 14759T0 FG02 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:50 2018 Page 2 I D:TMAX8i H HPITOooR I5bw4u8yej 1 i-Qwzxl ngCFwsGwBGsY82oGRVLIJJvBYH Rrj_AMozrrR7 NOTES- 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 17-7-12 from the left end to connect truss(es)to front face of top chord. 12)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 15-3-12 from the left end to 17-3-12 to connect truss(es)to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4076 lb down and 657 lb up at 0-5-4 on top chord,and 821 lb down and 353 lb up at 1-5-12,101 lb down and 46 lb up at 4-1-4,101 lb down and 46 lb up at 6-1-4,101 Ib down and 46 lb up at 7-3-12,101 lb down and 46 lb up at 9-3-12, 101 lb down and 46 lb up at 11-3-12,and 61 lb down at 13-3-12,and 787 lb down and 298 lb up at 15-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-210,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(ib) Vert:17=-768(F)7=-576(F)1=-4076 13=-7(B)14=-888(F)22=680(F)23=-28(B)24=-868(F)25=-7(B)26=-888(F)27=-7(B)28=-7(B)29=-7(B)30=-888(F) 31=-888(F)33=-860(F)34=-106(B)35=-787 36=-97(B) 2)Dead+0.75 Roof Live(balanced)+0/5 Uninhab.Attic Storage+0.75 Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-8=-190,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-821(F)7=-586(F)1=-3438 13=-77(B)14=-916(F)22=-666(F)23=-106(B)24=-897(F)25=-77(B)26.916(F)27=-77(B)28=-77(B)29=-77(B)30=-916(F) 31=-916(F)32=-46(B)33=-890(F)34=-337(B)35=-747 36=-310(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-8=-130,17-18=-30,11-16=-30,9-10=-30 Concentrated Loads(Ib) Vert:17=-568(F)7=-481(F)1=-2171 14=-644(F)22=-491(F)24=-628(F)26=-644(F)30=-644(F)31=-644(F)33=-623(F)35=-550 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-66,8-21=-88,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=349(F)7=324(F)132 14=362(F)22=328(F)24=359(F)26=362(F)30=362(F)31=362(F)33=320(F)35=290 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-88,8-20=-66,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=349(F)7=303(F)1=640 14=362(F)22=328(F)24=359(F)26=362(F)30=362(F)31=362(F)33=320(F)35=290 6)Dead+0.6 MWFRS Wind(Neg.Internal)Lett:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=353(F)7=367(F)1=657 14=366(F)22=331(F)24=363(F)26=366(F)30=366(F)31=366(F)33=324(F)35=298 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=353(F)7=367(F)1=657 14=366(F)22=331(F)24=363(F)26=366(F)30=366(F)31=366(F)33=324(F)35=298 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-79,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=349(F)7=315(F)1=636 14=362(F)22=328(F)24=359(F)26=362(F)30=362(F)31=362(F)33=320(F)35=290 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-94,17-18=-6,11-16=-6,9-10=6 Concentrated Loads(Ib) Vert:17=349(F)7=330(F)1=642 14=362(F)22=328(F)24=359(F)26=362(F)30=362(F)31=362(F)33=320(F)35=290 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=353(F)7=367(F)1=657 14=366(F)22=331(F)24=363(F)26=366(F)30=366(F)31=366(F)33=324(F)35=298 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=353(F)7=367(F)1=657 14=366(F)22=331(F)24=363(F)26=366(F)30=366(F)31=366(F)33=324(F)35=298 12)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-8=-130,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-566(F)7=-415(F)1=-1525 13=-101(B)14=-626(F)22=-432(F)23=-132(B)24=614(F)25=-101(B)26=-626(F) 27=-101(B)28=-101(B)29=-101(B)30=-626(F)31=-626(F)32=-61(B)33=-610(F)34=-414(B)35=-466 36=-381(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MlTekT)connectors.this design Is based only upon parameters shown,and Is for an Individual building cornponenl,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ;� biding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MeV is always required for stablilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,058-89 and 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 113054923 11475970 FG02 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:50 2018 Page 3 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-Qwzx1 ngCFwsGwBGsY82oGRVLIJJvBYHRrj_AMozrrR7 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:17=218(F)7=239(F)1=224 14=221(F)22=207(F)24=220(F)26=221(F)30=221(F)31=221(F)33=191(F)35=178 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=218(F)7=239(F)1=224 14=221(F)22=207(F)24=220(F)26=221(F)30=221(F)31=221(F)33=191(F)35=178 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(lb) Vert:17=218(F)7=239(F)1=224 14=221(F)22=207(F)24=220(F)26=221(F)30=221(F)31=221(F)33=191(F)35=178 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(lb) Vert:17=218(F)7=239(F)1=224 14=221(F)22=207(F)24=220(F)26=221(F)30=221(F)31=221(F)33=191(F)35=178 17) Reversal:Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-210,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(lb) Vert:17=-389(F)7=-316(F)1=-1525 13=-7(B)14=-439(F)22=-336(F)23=-28(B)24=-429(F)25=-7(B)26=-439(F)27=-7(B)28=-7(8)29=-7(B)30=-439(F) 31=-439(F)33=-425(F)34=-106(B)35=-385 36=-97(B) 18)Reversal:Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-190,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-389(F)7=-316(F)1=-1525 13=32(B)14=-439(F)22=-336(F)23=-28(B)24=-429(F)25=32(B)26=-439(F)27=32(B)28=32(B)29=32(B)30=-439(F) 31=-439(F)33=-425(F)34=-106(B)35=-385 36=-97(B) 19) Reversal:Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-8=-130,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-389(F)7=-316(F)1=-1525 13=46(B)14=-439(F)22=-336(F)23=-28(B)24=-429(F)25=46(B)26=-439(F)27=46(B)28=46(B)29=46(B)30=-439(F) 31=-439(F)33=-425(F)34=-106(B)35=-385 36=-97(B) 20)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-21=-66,8-21=-88,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=-499(F)7=-480(F)1=-1768 14=-552(F)22=-451(F)24=-541(F)26=-552(F)30=-552(F)31=-552(F)33=-524(F)35=-475 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-20=-88,8-20=-66,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=-499(F)7=-501(F)1=-1760 14=-552(F)22=-451(F)24=-541(F)26=-552(F)30=-552(F)31=-552(F)33=-524(F)35=-475 22)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=10 Concentrated Loads(lb) Vert:17=-495(F)7=-436(F)1=-1743 14=-548(F)22=-448(F)24=-537(F)26=-548(F)30=-548(F)31=-548(F)33=-520(F) 35=-467 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Veil:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-495(F)7=-436(F)1=-1743 14=-548(F)22=-448(F)24=-537(F)26=-548(F)30=-548(F)31=-548(F)33=-520(F) 35=-467 24) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-79,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=-499(F)7=-488(F)1=-1763 14=-552(F)22=-451(F)24=-541(F)26=-552(F)30=-552(F)31=-552(F)33=-524(F) 35=-475 25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-94,17-18=-6,11-16=-6,9-10=-6 Concentrated Loads(Ib) Vert:17=-499(F)7=-473(F)1=-1757 14=-552(F)22=-451(F)24=-541(F)26=-552(F)30=-552(F)31=-552(F)33=-524(F) 35=-475 26) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-495(F)7=-436(F)1=-1743 14=-548(F)22=-448(F)24=-537(F)26=-548(F)30=-548(F)31=-548(F)33=-520(F) 35=-467 oA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use ordy 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/TP1 I Quality Crltera,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate institute,218 N.Lee Street,Suite 312,Nezanddo,VA 22314. Tampa.FL 33610 • • Job I Truss (Truss Type Qty Ply T13054923'. 14759T0 !FG02 Roof Special Girder I 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:50 2018 Page 4 I D:TMAX8i H HPI TOooR 15bw4u8yBj 1 i-Qwzx l nqC Fw5GwBGsY82oGRVLIJJvBYH Rrj_AMozrrR7 LOAD CASE(S) Standard 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-131,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-495(F)7=-436(F)1=-1743 14=-548(F)22=-448(F)24=-537(F)26=-548(F)30=-548(F)31=-548(F)33=-520(F)35=-467 28) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-792(F)7=-594(F)1=-3117 14=-879(F)22=-668(F)24=-861(F)26=-879(F)30=-879(F)31=-879(F)33=-845(F)35=-718 29) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-792(F)7=-594(F)1=-3117 14=-879(F)22=-668(F)24=-861(F)26=-879(F)30=-879(F)31=-879(F)33=-845(F)35=-718 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(ib) Vert:17=-792(F)7=-594(F)1=-3117 14=-879(F)22=-668(F)24=-861(F)26=-879(F)30=-879(F)31=-879(F)33=-845(F)35=-718 31)Reversal: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:1-8=-191,17-18=-10,11-16=-10,9-10=-10 Concentrated Loads(Ib) Vert:17=-792(F)7=-594(F)1=-3117 14=-879(F)22=-668(F)24=-861(F)26=-879(F)30=-879(F)31=-879(F)33=-845(F)35=-718 1 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building lding designer must 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 properly damage. For general guidance regarding the tabricatkn,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply T13054924 14759T0 FG03 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:50 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-Qwzx1 ngCFwsGwBGsY82oGRVIRJK3BXfRerj_AMozrrR7 P 3_ 2-9-2 I 5-4-0 I 7-11-2 I 10-8-0 0 3-0 2-9 2 2-6-14 2-7-2 2-8-14 Scale=1:18.7 Special Special Special 7x10= 4x5= Special 2x4 I I 4x5= 4x10= Special Special 2 13 14 3 Special Special 15 4 Special 5 i il2 11 . __________../-------T.__e 10 9 8 7 4x10= 3: ' 2x4 II 5x6= 4x10= 6 4x5 II VI p 2-9-2 I 5-4-0 I 7-11-2 I 10-8-0 a9 0 2-9 2 2 6-14 2-7-2 2-8-14 Plate Offsets(X,Y)-- [1:0-1-12,0-0-0],[1:0-3-0,Edge],[6:Edge,0-3-8],[7:0-3-4,0-2-0],[9:0-2-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lob) Udeft Lid 'I PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.13 7-8 >930 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.21 7-8 >603 240 BCLL 0.0 ' Rep Stress Ind- NO WB 0.78 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.10 7-8 >999 240 Weight:158 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-8,4-8,1-9,5-7:2x4 SP No.1 REACTIONS. (lb/size) 6=5154/0-8-4,12=4115/0-3-0 Max Uplift 6=-995(LC 8),12=649(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8477/2126,2-3=-12854/3543,3-4=-12854/3543,4-5=-11731/3612,5-6=-4902/1382 BOT CHORD 9-10=-158/675,8-9=-2126/8477,7-8=-3612/11731,6-7=-96/401 WEBS 2-8=-1575/4722,3-8=-2176/566,4-8=0/1209,2-9=-3254/838,4-7=-4811/1530, 1-9=-2123/8417,5-7=-3790/12210,1-12=-4179/1008 NOTES- 1)3-ply truss to be connected together with 10d(0.131•x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. ,��I111111//j� Webs connected as follows:2x4-1 row at 0-9-0 oc. •0 \? , I, back(B)face in the 2)All plyloads are connect ons havered been proty vided applied to distributlees,except only loadsif noted as front(F)noted as(F)or(B)urnless otherwise indicated.teCASE(S)section.Ply to ' �\•Q........R�•t.$ 'T• ". 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �•%,e%.••VB G E N 5�..94 ��4. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-4 to 3-2-4,Interior(1)3-2-4 to 10-6-4 zone;C-C for •• members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60N O 581 26 4)Provide adequate drainage to prevent water ponding. *' ;* 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - ; •: will fit between the bottom chord and any other members. S 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i O•• (V capacity of bearing surface. •�A‘%. •4 O t'...\eiii 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 995 lb uplift at joint 6 and 649 lb uplift at 'j,'$ • 0 R 1c? `. joint 12. 4,j ss • . ` ♦' 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3377 lb down and 1528 lb up at N A1- 7-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. zll►//I I I I Ili♦, 10)Special hanger(s)or other connection device(s)shall be provided starting at-0-3-0 from the left end to 10-6-4 sufficient to connect Philip J.O'Regan PE N0.58126 truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. MITek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 LOAD CASE(S) Standard Date: January 25,2018 pill A WARNING-Verity 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 possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1Pil Quality Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd. Solely information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • • Job Truss Truss Type Qty Ply T13054924 14759T0 FG03 Flat Girder 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:50 2018 Page 2 ID:TMAX8iHHPIT0ooR15bw4ueyBj 1 i-Qwzx1 ngCFwsGw8GsY82oGRVIRJK3BXfRrj_AMozrrR7 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-14=-591,14-15=-880,5-15=-210,6-10=-10 Concentrated Loads(Ib) Vert:4=-3377 � I 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!F%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' Iss 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,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 • Job Truss Truss Type , Qty Ply T13054925 14759TO FT01 FLOOR 2 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:51 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-u6XJ F7rg0D_7YLr26sa 1 pe2eBjiaw4W a3NjjuEzrrR6 0118l 3-5-8 6-1-0 0-11-8 2-6-0 2-7-8 Scale=1:11.6 0.25 12 4x5= 3.00 12 4x5= 4 Special 6x6% 3 2 1 __________________/01 1- . j ! . ♦ 7 6 .4x5= 5 3x4= 2x4 I I 0-11-8 3-5-8 6-1-0 I 0-11-8 I 2-6-0 I 2-7-8 I Plate Offsets(X,Y)-- (2:0-1-12,0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.02 6-7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.03 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.00 5 n/a rVa BCDL 5.0 Code FBC2017/TP12014 Matrix-AS Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1301/0-5-8,5=658/Mechanical FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2147/0,2-3=-1857/0,3-4=-1682/0,4-5=-627/0 BOT CHORD 1-7-0/1958,6-7-0/1681 WEBS 2-7=-426/0,3-6=-435/0,4-6=0/1744 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-5-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-4-0 oc,Except member 3-6 2x4-1 row at 0-9-0 oc,member 6-4 2x4-1 row at 0-9-0 oc, member 3-7 2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ,01111111•111 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ��� lit 3)Refer to girder(s)for truss to truss connections. .,•' \P J. " RA- 1d,• 4)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ��• ��\.•'G•E•N �9 �,� sheetrock be applied directly to the bottom chord. Q .•"\,\ `SF••.2 . 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. • • i Strongbacks to be attached to walls at their outer ends or restrained by other means. • No 58126 %• 81 2 6 • • 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)950 lb down at 0-11-8 on top * ;* chord. The design/selection of such connection device(s)is the responsibility of others. • LOAD CASE(S) Standard , 1)Dead 4-Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 o "Q_,. Uniform Loads(plf) . T•.A' ...'• :: Concentrated Loads(b)2 4=-160,5-8=-10 i°/,. 0 . R 1 0.�\�;`•� Vert:2=-950(F) '��,�O N A'�,,o Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/WEI(REFERANCE PAGE MII-7473 rev.10/93/2015 BEFORE USE. Design valid for use only with MITeke connectors.This design is t 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 possble personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-99 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 T13054926 14759T0 FT02 FLOOR 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:51 2018 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-u6XJ F7rg0D_7YLr26sa1 pe2cfjiAw7Aa3NjjuEzrrR6 0-11-8 3-7-0 6-1-0 0-11-8 I 2-7-8 I 2-6-0 Scale=1:11.6 0.25 I12 3.00 12 3 4x5= 4 2x4 II 2 i •r CJ ir • • r A 400, 7x10 2x4 7 6 5 4x5= 0-11-8 3-7-06-1-0 0-11-8 I 2-7-8 2-6-0 - Plate Offsets(X,Y)-- [1:0-5-2,0-0-01,[1:0-7-12,0-2-0],[7:0-1-11,0-0-7] 1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 1 PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.03 6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.05 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-AS I Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=505/0-5-8,5=505/Mechanical FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1034/0,2-3=-96110 BOT CHORD 1-7=0/850,6-7=0/954,5-6=0/952 WEBS 2-7=0/408,3-5=-989/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `.0‘111111.111., i. No 58126 _ *• •* o•.• S rA F :45c • .'e�S ". OR \• .. ,4,-, �% �''./S i°N A`•'��•NN Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ili Design valid for use only with Mlieke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must 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.Addlnonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the lubrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty 1Ply T13054927, i 14759T0 FT03 1FLOOR 1 1 1Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:52 2018 Page 1 I D:TMAX8iHH PITOooR 15bw4u8yBj 1 i-MJ4hSTrSnX6_9VQFfZ5GMsboQ78MfcCkl1 THQgzrrR5 1-9-6i 4-0-14 5-4-14 5 7-1 1-9-6 2-3-9 1-4-0 0-3-0 2x4 I I 4x10= 2x4 I I Scale=1:20.5 3 4 5 — 1N— v 2x4= o 3x4= 2x4= Z P 6 q m 3x4- N 9 2x4 1 4x10= 2x4 II 0- 6s 1-9-6 4-0-8_ 4- 14 5-4-14 0-0-6 1-9 0 ---- 2-3-2 0-0-6 1-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.01 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.17 Vert(CT) -0.01 9 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.07 i Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 i Matrix-MS Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, BOT CHORD 2x4 SP No.2`Except` except end verticals. 4-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:9-10. REACTIONS. (lb/size) 10=182/0-7-0,8=380/0-4-3 Max Gray 10=201(LC 3),8=380(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 7-8=-346/0,4-7=-329/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 111111 11// •Ot\? J. O'q� tit,� �` ' . . i -"<\ . . GEN S "94/' .: . No 58126 53. ST••/� •F : 41/-- 111,„/ON A�•.,...,1/4.4 ON Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Et Design valid for use only with MiTek®connectors.ibis design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indlvidual 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 tabricatkm,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Qualify Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type A. Qty Ply T13054928 14759T0 FT04 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:53 2018 Page 1 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-gVe4gps4YrErnf?RDGcVu37rGX0800AtXhCgy7zrrR4 3-9-6 7-4-14 3-9-6 I 3-7-8 l 3x4 3x4= Scale=1:20.4 3 4 OIII 1 4x5= 3x5= .raimommommell ■ e.w� ■ i� 6 5 2x4 II 4x10= 2x4 II o-Q-6 3-9-6 I 7-4-14 f}(�E 3-8-15 3-7-8 Plate Offsets(X,Y)-- [2:0-2-0,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.06 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.09 5-6 >965 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix-MS I Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6,4-5:2x4 SP No.2 REACTIONS. (lb/size) 7=391/0-7-0,5=391/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-356/0,1-2=-667/0,2-6=-408/0,4-5=-318/0 WEBS 1-6=0/582,4-6=0/253 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 111111111//// �%e. GENS• .9,1,% • % • v No 58126 =13O Sl •F U X111—/0N A`1�• �o`• Philip J.O'Regan PE No.68126 MITek USA Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: January 25,2018 /, 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Ma-7473 rev.10173/2015 BEFORE USE lilt 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 Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSl/IPI i Quality Criteria,DS11-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13054929 14759T0 FT05 FLOOR 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:53 2018 Page 1 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-gVe4gps4YrErnf?RDGcVu37sPXOLO?PtXhCgy7zrrR4 4-4-7 8-0-0 4-4-7 3-7-9 3x4 I 3x4_ Scale=1:20.4 3 4 TOMMIMIIIMIIMIw IA,M• 1 4x5= 3x5= w iS allaillil 111.11111-1-r.- 11111111111M. 111: i; 6 5 2x4 II 4x10= 2x4 I I 4-4-7 8-0-0 I 44-7 I 3-7-9 Plate Offsets(X,Y)-- [2:0-2-0,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.07 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.10 5-6 >884 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6,4-5:2x4 SP No.1 REACTIONS. (lb/size) 7=424/0-3-8,5=424/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-388/0,1-2=-800/0,2-6=-453/0,4-5=-343/0 WEBS 1-6=0/686,4-6=0/293 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 111111111g ,N0\"\? . O'i,1•F .,v. • No 5:111.1/11:4041CC*1.; 7::::.:..e.:1/4) �p •,0, �� OR1 `.. Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mileke connectors.this design Is based only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must 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/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. 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 713054930 14759T0 FT06 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:54 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-IhCSt9tiJ8MiPpadn_7kRHg25wi_7UNOmLyNVZzrrR3 4.4-7 8-0-0 4-4-7 3-7-9 2x4 I 3x4= Scale=1:20.4 3 9 4 ■ w 1 4x5= 3x5= liMinam w SS � lr111. r r 6. 7WIIK415 2x4 II 4x10= 2x4 I 4-4-7 7-3-0 8-0-0 4-4-7 2-10-9 0-9-0 Plate Offsets(X,Y)-- [2:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.08 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.11 7-8 >709 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.00 5 n/a n/a I BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3"Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7,4-5:2x4 SP No.2 REACTIONS. (lb/size) 8=375/0-3-8,5=63/Mechanical,6=410/0-7-12 Max Gray 8=375(LC 1),5=69(LC 4),6=410(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-321/0,1-2=-442/0,2-7=-415/0,4-5=-297/0 WEBS 1-7=0/454 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,.001111111/11., e. • No 58126 (j..... * —p,• ‘ �. S '�i,��S'�N Al ESC•S. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Ft.33610 Date: January 25,2018 • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a 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 trickling 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 CrIteda.DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply j TI3054931 14759T0 FT07 FLOOR 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:54 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-IhCSt9tiJ8MiPpadn_7kR Hg5TwrV7VZOmLyNVZzrrR3 4-11-4 8-0-0 II 4-11-4 I 3-0-12 2x4 II 3x4= Scale=1:20.4 1 3x4— 2 3 Tw rw im,is4 iiilitl'Arl 1 1 r/ 4 2x4 11 3x8- 2x4 II 4-11-4 8-0-0 4-11-4 I 3-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) 0.00 5 •••• 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(CT) -0.01 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-AS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=201/0-3-8,4=58/Mechanical,5=589/0-5-8 Max Uplift 4=-36(LC 3) Max Gray 6=215(LC 3),4=111(LC 4),5=589(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-503/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 4. 4)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `,.‘,01111111111.� mss• •• \C'E•N S• 9/L•i • \, s' • No 58126 r.1. •• -i- ' OF tLi 1.O'• / •<v: ',,,I�,'O......A •,,s4, ,0,- Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1 r Ili. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual 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/TPII 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 1Truss Truss Type • ;Qty I Ply I T13054932 14759T0 I FTOB FLOOR 1 I 1 i _ Job Reference(gptional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:55 2018 Page 1 ID:TMAX8IHHPIT0ooR15bw4u8yBj1 i-mumg4VuK4SUZ0z9gLhezzUDLFK9IszOA_?hx1?zrrR2 2-7-8 5-1-15 8-5-7 2-7-8 2-6-7 3-3-8 2x4 3x4= 2x4 II 3x4- Scale=1:20.4 1 2 3 4 I_ K3x4— p, 3x4= 0 0 N I 5 3x4= 2x4 II 0-0-6 5-1-15 514-1I1 8-5-7 0-0-6 5-1-9 0-2-1'2 3-0-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.22 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.18 Vert(CT) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-AS Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. 3-6:2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=264/0-4-3,5=130/Mechanical,6=504/0-5-8 Max Gray 8=273(LC 3),5=142(LC 4),6=504(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 7-8=0/346,6-7=-48610,3-7=-335/0 WEBS 2-7=-380/0,2-8=-375/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0%0111 W W�/14 ` ..`r, . %GENS' .9,L:. No 58126 • • : 'c` ° P..• � ; ORip 'xS ' . • S ,,,7',0NA;'c-, .0% Philip J.O'Regan PE No.58126 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE A01-7473 rev.10/03/2015 BEFORE USE. mil 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° 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 o1 trusses and truss systems.seeANSI/TPt 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. j Tampa.FL 33610 Job ITruss ITruss Type ,Oty IPly T13054933 14759T0 IJ44 iCorner Jack 4 1 1 . Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:55 2018 Page 1 I D:TMAX81 HH PITOooR 15bw4u8yBj 1 i-mumg4Vu K4S UZoz9gLhezzUDGDK5Vs_?A_?hx 1?zrrR2 4-9-10 4-9-10 Scale=1:28.3 2 10.00 112 6 o a a I'D o N r0 li N 2x4 II 1 I 1 =i E+ ` ■ I_ 4 3 4x5 4-9-10 I 4-9-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 1Vert(CT) -0.06 3-4 >886 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-AS Weight:18 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=184/0-5-4,2=128/Mechanical,3=55/Mechanical Max Horz 4=184(LC 12) Max Uplift 2=-136(LC 12),3=9(LC 12) Max Gray 4=184(LC 1),2=156(LC 17),3=88(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-8-14 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. I I l 11u 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 2 and 9 lb uplift at ,�t4��� i 1/e joint 3. ``' \? �. O'R� I�' 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 •%,.���;••GEN .-9,/,'. sheetrock be applied directly to the bottom chord. ♦♦ Q •.. _\ SFS•.2 1 i No 58126 O.• !// SOF • �Z. ,� °� 0 R 1.O.•c1 •. F Philip J.O'Regan PE No.51 126 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mi Design valid for use only with MiTek©connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracksg 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/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 T13054934 114759T0 J45 Jack-Open Girder 4 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 Run:8.130 s Oct 26 2017 Print:8.130 s Oct 26 2017 MiTek Industries,Inc.Thu Jan 25 12:48:00 2018 Page 1 ID:TMAX8i HHPIT0o9R 15bw4u8yBj 1 i-Xa8h7hj8ycOB5hOJnntzLLYROUmRtmmPT4YoRGzrg4j 5-0-6 5-0-6 Scale=1:28.7 2 9.24 12 Ji v 4 2x4 II 1 o ••4 3 3x4 H Plate Offsets(X,Y)— [4:0-2-0,0-0-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lec) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 3-4 >817 180 BCLL 0.0 • Rep Stress!nor NO WB 0.00 Horz(CT) 0.06 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=193/0-5-10,2=135/Mechanical,3=58/Mechanical Max Horz 4=179(LC 12) Max Uplift 2=-132(LC 12),3=-6(LC 12) Max Gray 4=193(LC 1),2=158(LC 17),3=92(LC 3) 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)Vasal=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 4-4-11,Exterior(2)4-4-11 to 4-11-10 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 `, I I I will fit between the bottom chord and any other members. %% Ili/ 4)Refer to girder(s)for truss to truss connections. • • \P "• RF 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 2 and 6 lb uplift at `4.% .Z•k••• GE•N,• �i q ��� joint 3. Q .• �. F•'• 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. No 58126 *: �* LOAD CASE(S) Standard OF L/ 4.1 • ••.9 R \•0••rj� �• �� Si`)/ON A� `�‘‘% Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Ft.33610 Date: January 25,2018 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED AITEK REFERANCE PAGE MA-7473 rev.10/0312015 BEFORE USE Iva" Design valid for use only with Miiek®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 fussy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saltily Information available from Truss Plate Institute,218 N.Lee Street.Sutte 312,Alexandria.VA 22314. Tampa.FL 33610 - • Job I Truss ITruss Type Qty Ply T13054935 14759T0 I J46 II Diagonal Hip Girder 4 1 _ Job Reference(optional_ Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:57 2018 Page 1 I D:TMAX8i H H P ITOoo R 15bw4u8y8j 1 i-jGuaVAvbc31 HGGJCS6g R3vIZz8I DKuUTSJA15uzrrRO 6-8-10 . ---- --- 6-8-10 Scale=1:37.1 2 1 1 9.24 H2 NAILED 5 1r 0 N a1 b N 3x4 I1 1 14 6 7 4NAILED 3 4x5 I I NAILED 6-8-10 ---- - — H 6-8-10 Plate Offsets(X,Y)-- 14:0-2-8,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.21 3-4 >376 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.20 3-4 >393 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) -0.14 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=266/0-5-10,2=181/Mechanical,3=96/Mechanical Max Horz 4=232(LC 8) Max Uplift 2=-201(LC 8),3=-48(LC 8) Max Gray 4=266(LC 1),2=220(LC 25),3=130(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;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. ,1111111//1. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 lb uplift at joint 2 and 48 lb uplift at `����Q J. R ,'��/ joint 3. �J ' • F I�, 6)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. �• • GEN Q'9 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `� Q •••\,� `sF•'•? ,i • i LOAD CASE(S) Standard ... No 58126 • 1. 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 *: ;* Uniform Loads(pit) Vert:1-2=-60,3-4=-20 -o >11 Concentrated Loads(Ib) 4 / OF : Vert:6=-8(B)7=-15(F) i0 Q . b e,1'1�S�0 N A� GN. Philip J.O'Regan PE No,58126 MtTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only uponparameters shown,and is for an individual building component,not ill a truss system.Before use,the building designer must verify the applicability of design rxxarneters and properly incorporate this design into the overall [wilding 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/Tef 1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job 1Truss !Truss Type 1Qty jPly T13054936 14759T0 J47Corner Jack 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:57 2018 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-jGuaVAvbc31HGGJCS6gR3vIeJ8pFKuUTSJA15uzrrRO __ -- 4-1-12 ---_—- i 4112 Scale=1:25.6 2 •) 10.00112 5 • 2x4 1' • 4 3 3x4= 4-1-12 � 4-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.03 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.04 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=157/0-3-8,2=110/Mechanical,3=47/Mechanical Max Horz 4=161(LC 12) Max Uplift 2=-119(LC 12),3=-10(LC 12) Max Gray 4=157(LC 1),2=134(LC 17),3=76(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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-1-0 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. 0111111/1/1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 2 and 10 lb uplift at ��, joint 3. N�, �) J. 0 Iii • 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 �� Nei ••'G E•N sheetrock be applied directly to the bottom chord. `� Q "�,‘ SSC`•••,l,• � • No 58126 .... ........................ • ":10:2 Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl I Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 ;Job !Truss Truss Type Qty Ply T13054937 14759T0 1J48 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:58 2018 Page 1 I D:TMAX81 H H P ITOoo R 15bw4u8yBj 1 i-BTSzj W wDM Nt8tQuOOgCgb7rn9Y7x3LkcgzwbeKzrrR? 4-113 4-11-3 Scale=1:28.8 2 10.00 r,2 6 - a co 4 2x4 5 1�1 � � I 4 3 4x5 I I 4-11-3 4-11-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 I Vert(CT) -0.07 3-4 >824 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=189/0-5-8,2=132/Mechanical,3=57/Mechanical Max Horz 4=188(LC 12) Max Uplift 2=-139(LC 12),3=-8(LC 12) Max Gray 4=189(LC 1),2=160(LC 17),3=90(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=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 4-10-7 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. ,,1� ��� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 2 and 8 lb uplift at 0°111111111/s III joint 3. 5% \? J. O'q� 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 �e .r�� GEN sheetrock be applied directly to the bottom chord. Q .•.\,\ SF••.2 '. 0. No 58126 • 13, ,;(/�OF **Li"ksb ` '1,I0NA S! � �`�,, Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,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 tr ss 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 Truss Truss Type • I Qty I Ply T13054938 14759T0 P01 ;Piggyback 1 I 1 — ! Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:58 2018 Page 1 ID:TMAX8IHHPIT0ooR15bw4u8yBj1 i-BTSzjWwDMNt8tQuOogCgb7rgvYA(3LkcgzwbeKzrrR? I--_ 2-0-0 6-3-4 2-0-0 4-3-4 Scale=1:12.4 3x6= 3x8 6.00 12 3 6 4 q 2 0 o 1 0 5 2x4 6-3-4 6-3.4 Plate Offsets(X,Y)-- [3:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 1 n/r 120MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 I Vert(CT) 0.00 1 n/r 120 BCLL 0.0 * I Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R [ Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 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) 5=204/5-3-11,2=246/5-3-11 Max Horz 2=40(LC 12) Max Uplift 5=-84(LC 9),2=-87(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-289/244 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,01111111111 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 ,‘‘ III will fit between the bottom chord and any other members. ,,•‘\\Q •')• 0' I's ei 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 5 and 87 lb uplift at ,� �\.••GEN "9 '.0 joint 2. �. Q .. N.. SF••. V '. 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building • ... designer. NO 58126 • *: • * - :53 OF 'w : !„T•• P.• � I/III�0 N A'\-.0`N Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek©connectors.This design Is based only upon parameters shown,and is for anindividual balding component,not tit 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,seeANSt/Tel t 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 T13054939 14759T0 P02 Piggyback 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:15:59 2018 Page 1 ID:TMAX8iHHPIT0oo1115bw4u8yBj1 i-ffoLwsxr7h?_VaSbaXjv8KN.ocW uoo_Ivdf8AmzrrR_ 4-0-0 6-3-4 4-0-0 2-3-4 Scale 1:13.6 3x6= 3x4 I I 3 4 6 6.00 12 m d 2 4 1 a I 5 3x4= 2x4 'I 6-3-4 6-3-4 I Plate Offsets(X,Y)-- [3:0-3-0,0-2-0],[4:0-2-0,0-0-0] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.00 1 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.01 1 n/r 120 BCLL 0.0 * Rep Stress her YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=204/5-3-11,2=246/5-3-11 Max Horz 2=81(LC 12) Max Uplift 5=-71(LC 9),2=-79(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 4-0-0,Exterior(2)4-0-0 to 6-1-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .%0111111.11 will fit between the bottom chord and any other members. �t," II, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 5 and 79 lb uplift at •� \Q �' 0' Ill joint 2. •� .2. •.•\GENS•• '9 7)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building � Q •• � F••.- designer. • • No 58126 * •*, • 1:13.• ),Tp‹,4* i''i,'S `•`� ,pNA', Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER'REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. bit 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,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 I Truss Truss Type • Qty I Ply TI3054940 14759T0 P03 IPiggyback 3 1 _i Job Reference(optional), Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:00 2018 Page 1 ID:TMAX8iHHPITOooR15bw4u8y8j1 i-7rZj8CxTu.7r7k1 n7FE8gYw72LpbXFEv8HPihDzrrQz 2x4 Scale=1:18.4 3 T LII IN 6.00 12 6 0 0 m 5 2 I III o 1 0 Z ...-.-.-....-...-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-...-........-..-.-.-.-.-.-.-.- .-. 1.7 o 0 4 2x4= 2x4 6-3-4 6-3-4 r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.00 1 n/r 120 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.02 1 r/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a rn/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=204/5-3-11,2=246/5-3-11 Max Horz 2=124(LC 12) Max Uplift 4=-79(LC 12),2=-61(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 6-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 4 and 61 Ib uplift at .0111111i/1i joint 2. �� , �/� 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building ♦`%O \Q J. "R.Qla, designer. ♦ X\ .•.. (,E•N.8'• -Tip No 58126 - * .'p' ST,'" / •F •• °•,7:'•.•. R gyp.. �\♦♦♦ Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-7473 rev.10573/2015 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 desk-7rrer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek' Is always required for stability and 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 t Quality Criteria,058-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 l Job Truss !Truss Type • I Qty Ply T13054941 14759TO IP04 Piggyback 8 1 I I — j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:00 2018 Page 1 ID:TMAX8IH HPIT0ooR 15bw4u8yBj 1 i-7rZj8CxTu_7r7k1 n7FE8gYwDXLt_XFEv8HPihDzrrQz Scale=1:12.8 3 2x4 II 5 PP 6.00 12 O N ( 2 1 p O_ 4 2x4= 2x4 4-3-8 4.3.8 - --- - I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 1 n/r 120 BOLL 0.0 * : Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 IMatrix-P Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=124/3-3-15,2=168/3-3-15 Max Horz 2=84(LC 12) Max Uplift 4=-47(LC 12),2=-52(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-3 to 3-4-3,Interior(1)3-4-3 to 4-1-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 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 47 lb uplift at joint 4 and 52 lb uplift at tot1 111Ig joint 2. ,fit , 4, 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building ,`%% V a. fj - i,•i designer. ♦•^ .••\C,E•NS' •q�% • No 58126 *: •* •* �• -fl : •CCZ -.p;• v�,I/ ;41.1 • i "�,��`.'•k 0 RIO..'�\ ♦♦♦• ii'iiii IO • N A1--„No l'iPhilip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. lit Design valid for use only with Mitekt3 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 kilury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lPii Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlabie from Truss Plate institute,218 N.Lee Street.Suite 312.Adexarrdria,VA 22314. Tampa.FL 33610 Job Truss • I Truss Type • ' Qty Ply '; TI3054942 14759T0 TO1 COMMON 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:01 2018 Page 1 ID:TMAX8iHHPITOooR t 5bw4u8yBj 1 i-b275LYy5f I Fikuczhyl NDITPOICuGih2Nx8FDfzrrQy 120I 2-6-0 3-10-0 I 5-2-0 1 6-6-0 I 7-8-0 1-2-0 1-4-0 1-4-0 1-4-0 1-4-0 1-2-0 4x5 II Scale=1:16.5 4 6.00 12 24 23 ! 5 3 dillIP 1p11 i 6 2 11111101 _lig 7 2 1 a r it III r r Io 61 12 11 10 9 8 '/ 0-5-4 3Ix6 1-2-0 2-6-0 3-10-0 I 5-2-0 I 6-6-0 I 7-2-12 11 1 7-8-0 0-5-4 0-8-12 1-4-0 1-4-0 1-4-0 1-4-0 0-8-12 0-5-4 Plate Offsets(X,Y)-- [1:0-0-0,0-0-4),[1:0-0-8,0-6-2],[7:0-0-0,0-0-4],[7:0-0-8,0-6-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 7 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-AS 1 Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Lett:2x4 SP No.3,Right:2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. (lb/size) 1=307/0-3-8,7=307/0-3-8 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND Max Horz 1=45(LC 11) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Uplift 1=-156(LC 12),7=-156(LC 12) QUALIFIED BUILDING DESIGNER AS PER ANSVTPI 1. FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-288/400,2-3=-287/410,3-4=-272/443,4-5=-272/443,5-6=-287/410,6-7=-288/400 BOT CHORD 1-12=-291/235,11-12=-291/235,10-11=-291/235,9-10=-291/235,8-9.-291/235, 7-8=-291/235 WEBS 4-10=-290/135 NOTES- 1)Unbalanced roof live loads have been considered for this design. .%%0111111.111. f;h=25ft;B=45ft;L=24ft; 2)Wind: IExp C;End.,CE 0; 0.18;MWFRS(directional)(3-second t) and C-C 1Exterior(2)0-0-0 to 3-0-0,lntenorr((1)3-0-0 to 3 10-0,Exterior(2)3 10 0 to %`ve=4ft;Cat. ••0\Q .1' 0'fi iii. II; 6-10-1 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions t.% `e .••G E•N' •'.9 '. shown;Lumber DOL=1.60 plate grip DOL=1.60 � Q ••"\., `SF"•.2 i 3)All plates are 2x4 MT20 unless otherwise indicated. . • • i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 58126 " 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 r. *; 1* will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 1 and 156 lb uplift at 7.1=-Q /''' jThis truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and 1/2"gypsum 0"•/ •F 7) "441 sheetrock be applied directly to the bottom chord. �°';.",�z ./R 1 O P....-* \�'`�� Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. ill Design valid for use only with MlTekrS 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 applicablilty 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 passible personal injury and property damage. For general guidance regarding the !, fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPi1 Qualify Criteria,DSB-e9 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 1Truss !Truss Type Qty Ply T13054943 14759T0 1T02 1 Common 3 1 _ j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:02 2018 Page 1 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-3 E hTYuzjQc NZM2BAFfGdmz?Yj9Zd?96C bbuom5zrrQx 3-10-0 7-8-0 ~ 3-10-0 3-10-0 4x5 i Scale=1:18.6 3 6.00 FIT 20 19 5x6 5x6 J 4 2 _ T 1 � 5 _ d � 1 I — ~ I d 6 2x4 I I 3x8 I I 3x8 I 0-5-4 _ 3-10-0 _ 7-2-12 i 7-8-0 0-5-4+ 3-4-12 I 3-4-12 '0-5-4 Plate Offsets(X,Y)-- [1:0-2-4,0-1-5],[5:0-5-8,0-1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 6-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 6-17 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code F8C2017/TPI2014 Matrix-AS Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=307/0-3-8,5=307/0-3-8 Max Horz 1=-45(LC 10) Max Uplift 1=-189(LC 12),5=-189(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-252/373,3-5=-252/373 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-10-0,Exterior(2)3-10-0 to 6-10-5 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,�i l II l i l l i4j, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�0 /, 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 ,`• \Q J. "R�`— e,• will fit between the bottom chord and any other members. ��Q� • •••�(,E N S•• 92�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 189 lb uplift at joint 1 and 189 lb uplift at %* •• \, F•••• • joint 5. ••• 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsumN O 581 26 sheetrock be applied directly to the bottom chord. Z * •;* T. • /#:v,• ••�: .?�• Sr„• F :�J �,.•,'�SS• O R 1 •�\?; • Job Truss Truss Type , Qty Ply 713054944! • 14759T0 T03 Hip Girder 1 1 I Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:03 2018 Page 1 I D:TMAX8iHHPIT0ooR 15bw4u8yBj 1 i-XQFrmE_LBvVQ_BmMpNn5IAYhmZrIkYj LgFdMlYzrrQw 2-0-0I 6-10-8 11-9-0 I 13-9-0 2-0-0 4-10-8 4-10-8 2-0-0 Scale=1:23.1 7x10% NAILED Special 6.00 FIT Special NAILED NAILED 2x4 II NAILED 7x10 3 11n9 nn 22r0 nn 4 221 222 5 4x50 I I I I 1111 I I I I f11 64x5 2 7 i . .1illtdi ` o , i _ — — / i• ` [l 11 fl 11 • fl fl Ill • x d Q 10 23 A 9 25 26 2x4 I NAILED NAILED 4x10= NAILED 2x4 !I 3x8 II Special NAILED Special 3x8 II 2-0-0 6-10-8 11-9-0 13-9-0 2-0-0 I 4-10-8 4-10-8 - 2-0-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-6],[3:0-6-12,Edge],(5:0-6-12,Edge],[7:0-5-8,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.06 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.08 9 >999 180 BCLL 0.0 • Rep Stress Inco NO WB 0.27 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=564/0-5-8,7=564/0-5-8 Max Horz 1=24(LC 24) Max Uplift 1=231(LC 5),7=-231(LC 4) FORCES. (Ib)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-766/355,3-4=-1312/662,4-5=-1312/662,5-7=-766/355 BOT CHORD 1-10=-287/636,9-10=-283/639,8-9=-278/639,7-8=-2821636 WEBS 3-9=-379/719,4-9=-335/249,5-9=-379/719 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCp1=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 11111111111j� 3)Provide adequate drainage to prevent water ponding. `%� 7i, 4)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. �� \Q �' R� �i� 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 • 11`<\‘.•'�„, \ •........ •••--T '. will fit between the bottom chord and any other members. � ,• \,� SF'••2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231 lb uplift at joint 1 and 231 lb uplift at • • joint 7. No 58126 7)-NAILED*indicates 3-10d(0.148-x3')or 3-12d(0.148-x3.25')toe-nails per NDS guidlines. *I •;* 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)99 lb down and 122 lb up at = • 2-0-0,and 99 lb down and 122 lb up at 11-9-0 on top chord,and 27 lb down and 13 lb up at 2-2-2,and 27 lb down and 13 lb up at = • 11-6-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. -3••• :4! O F ::j71 9)In the LOAD CASE(S)section,loadsap plied to the face of the truss are noted as front(F)or back(B). P. LOAD CASE(S) Standard �i, •.• 0 R \O, \ .% 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 iii S'S •” • �C?,`� Uniform LoadsVert 1 • (3=60,3-5 =-60,5-7=-60,11-15=20 ��li/�N A� �N�� Concentrated Loads(lb) Philip J.O'Regan PE No.58126 Vert:10=-8(F)8=-8(F)23=-3(F)24=-3(F)25=-3(F)26=-3(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1110 1. V WARNING-Verriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is form 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 briding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Tek 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/1PI 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 1 T13054945 14759T0 T04 Hip 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:04 2018 Page 1 I D:TMAX8iHHPITOoo R15bw4u8yBj 1 i-?cpEza?_yDdHbLLYM4J5r05rWy9cT20V3uNvq_zrrQV 4-10-0 10-7-0 14-7-0 4-10-0 I 5-9-0 •I 4-0-0 Scale=1:24.5 6x6 11 6x6 /f 2 17 18 3 6.00 12 I 19 16 ____ 44x5 o_ 5 N 15 -- _ r1 — — d s d Z 7 6 2x4 'I 2x4 II 3x4= 3x8 II 4-10-0 10-7-0 14-7-0 4-10-0 I 5-9-0 4-0.0 { Plate Offsets(X,Y)-- [1:0-0-0,0-0-10],[5:0-5-8,0-0-6] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/def I Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.19 7-10 >944 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=583/0-3-8,5=583/0-5-8 Max Horz 1=53(LC 11) Max Uplift 1=-i53(LC 12),5=-154(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=883/385,2-3=-738/401,3-5=-865/408 BOT CHORD 1-7=-292!734,6-7=-288/738,5-6.-290!732 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;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 4-10-0,Exterior(2)4-10-0 to 14-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ``1 I 1111 7j 3)Provide adequate drainage to prevent water ponding. ,�%.011 '/:? .',,,l 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `SO \Q 3. . • �9 ��i will fit between the bottom chord and any other members. Q •.••\,\ `sF•••2 '. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 1 and 154 lb uplift at • i joints. , • No 58126 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 112"gypsum Z *; ;* — sheetrock be applied directly to the bottom chord. — • % '<`• 4'l OP.". I''i/S�O N A� %0� Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 4 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 515-7473 rev.1033/2015 BEFORE USE. Design valid for use only with MkU lleconnectors.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 tnrss systems,seeANSI/1PI I Duality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 • 4 Job Truss Truss Type Qty Ply 113054946 14759T0 T05 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:05 2018 Page 1 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-UpNcBw?cjX18DVwIw0gKNbdzMMVACVgeIY6TNQzrrQu 6-10-0 7-8-8 8-7-0 14-7-0 ' 6-10-0 1 0-10-8 l 0-10-8 6-0-0 3x6= Scale=1:25.8 2x4 H 3x6=- 2 2 3 4 I 0 I 6.00 rir 1 1 17 16 15 18 4x5- O • 5 6 (1) i 1 1— o ., o X. 7 2x4 II 3x4= 3x8 11 6-10-0 7-8-8 8-7-0 14-7-0 i 6-10-0 0-10-8 0-10-8 1 - 6-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-0-10],[2:0-3-0,0-2-0],[4:0-4-0,0-2-8],[6:0-5-8,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Inc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.10 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.20 7-10 >886 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=583/0-3-8,6=583/0-5-8 Max Horz 1=77(LC 11) Max Uplift 1=-153(LC 12),6=-154(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.791/340,2-3=-629/370,3-4=-629/370,4-6=-768/355 BOT CHORD 1-7=-216/629,6-7=-216/629 WEBS 3-7=0/302 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=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 6-10-0,Exterior(2)6-10-0 to %I I I I I I I g 8-7-0,Interior(1)12-9-15 to 14-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,���� I�Ii� DOL=1.60 �� \Q J. �'RF lie 3)Provide adequate drainage to prevent water ponding. ` <z Z'%\ G•E•N �-9 �'. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .: Q •••\,\ e'..-9,/,'.2 ,_ 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 • • i will fit between the bottom chord and any other members. N 0 5 81 2 6 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 1 and 154 lb uplift at * ;* joints. m • 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. ••. s i. 'c � 4: • OR1cSSS 0, � `� ,I, 0 N A� 0% Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 r f 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERANCE PAGE A111-7473 rev.10/03/2015 BEFORE USE. Et Design valid for use only with MIlekb connectots.this design Is bused only upon parameters shown,and Is for ai Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Peacing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek+ is c/ways required tor stability and to prevent collapse with possible personal lr4zy and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication,storage-delivery,erection and bracing of trusses and truss systems,seeANSI/lPl1 Quality Criteria,DSB-69 and SCSI Building Component Safely Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • e Job Truss Truss Type Qty Ply 1 T13054947 1475910 T06 Common 2 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:06 2018 Page 1 I D:TMAX8i HHPIT0ooR15bw4u8yBj 1 i-y?x_OFOE Uqt?rfVxUVLZ WpA7?mpAxytn W CsOvtzrrOt 7-8-8 1470 I 7-8-8 6-10-8 5x5= Scale=127.9 2 6.00 12 14 /5 16 13 4x6 3 4 1 IIII , I.g., O cs ►Z4 MI 0 5 2x4 II 3x4= 3x8 I I 7-8-8 I 14-7-0I I 7-8-8 6-10-8 Plate Offsets(X,Y)-- [1:0-0-0,0-0-10],[4:0-5-8,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.10 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.20 5-8 >875 180 BCLL 0.0 • Rep Stress Incr YES WB 0.12 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=583/0-3-8,4=583/0-5-8 Max Horz 1=86(LC 11) Max Uplift 1=-153(LC 12),4=-154(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-778/298,2-4=-756/310 BOT CHORD 1-5=-167/611,4-5=-167/611 WEBS 2-5=0/310 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.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 7-8-8,Exterior(2)7-8-8 to `%11111111] 10-8-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0"\? 11 , 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� RF ��j 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 ��� \\'•. ..... . • �9 �i• will fit between the bottom chord and any other members. .; Q .••\,� `SF�.. i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 1 and 154 lb uplift at joint 4. = No 58126 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. X13••Q•• S i.:0 1°9•F .' ',,'"ito ,`' Q N A L. 1111111iiiitt Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 NM.11 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 145-7473 rev.1ttV3/2015 BEFORE USE. tilt Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13054948 14759T0 T07 Roof Special 1 1 [ Job Reference(optional)_ Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:06 2018 Page 1 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-y?x-OFOEUgt?rfVxUVLZwpA6lmp5xxMnW CsOvtzrrQt 7-8-8 12-10-8i 14-7-0 F- 7-8-8 5-2-0 1-8-8 5x6— Scale=1:28.2 2 i • 6.00 j-1-2- 12 11 3 6x6_ 2x4 ll 10 4 lil i J 1 Ia a 41 c r/ 6 5 2x4 4x5= 3x4= 7-8-8 • 14-7-0 7-8-8 6-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.10 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.21 6-9 >814 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.15 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS , Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=578/0-3-8,5=578/Mechanical Max Horz 1=78(LC 11) ' Max Uplift 1=-149(LC 12),5=-155(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-762/287,2-3=-726/284 BOT CHORD 1-6=-203/596,5-6=-203/596 WEBS 2-6=0/316,3-5=-767/327 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-8,Exterior(2)7-8-8 to 10-8-8,Interior(1)12-10-8 to 14-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,�f 11 I111/�� 3)Provide adequate drainage to prevent water ponding. ��� ll� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,s0\\Q J. O rRF.ii• 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 ,% �`.••Z E N • '9 0,i will fit between the bottom chord and any other members. , Q •�\,\ SS••2 °I 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint 1 and 155 lb uplift atN O 581 26 joint 5. *; •* 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. �7.'13 • .'� �i i 0:' S -.iv 'Jim II t00% Philip J.O'Regan PE No.58126 MtTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 I SWIM mll 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MO-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITek0 connectors.This design Is based only upon parameters shown,and is for an IndMdual building component,no? 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 arnd bracing of trusses and truss systems.seeANSI/TPtl 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 T13054949 14759T0 T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:07 2018 Page 1 ID:TMAX8i H HPITOooR 15bw4u8yBj 1 i-QBVMcb 1 sF8?sSp472DsoS0jM?AB8gN FxIsbZRJzrrQs 6-0-0 6-10-8 7-9.0 10-0-8 13-9-0 6-0-0 1 0-10-8 I 0-10-8 I 2-3-8 3-8-8 3x6= Scale=1:25.5 2x4 II 3x6= 3 4 5 1 ' III 6.00 1-2 6 6x6= 2x4 II 14 a lb • 0 4x5 m Ln2 1 N s— J 9 8 2x4 I I 4x5 3x8 11 6-0-0 6-10-8 7-9-0 10-0-8 13-9-0 I 6-0-0 10-10-8 1 0-10-8 1 2-3-8 I 3-8-8 Plate Offsets(X,Y)-- [1:0-2-4,0-0-61,[3:0-3-0,0-2-01,[5:0-3-0,0-2-01 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.05 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 8-9 >999 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.24 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/FPI2014 Matrix-AS Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=544/0-5-8,8=544/Mechanical Max Horz 1=77(LC 12) Max Uplift 1=-134(LC 12),8=-157(LC 9) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-620/285,3-4=-542/306,4-5=-542/306,5-6=-606/290 BOT CHORD 1-9=-256/542,8-9=-256/542 WEBS 6-8=-617/309,4-9=0/284 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 1111 111 I 7-9-0,Interior(1)10-0-8 to 13-7-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip ```11 �z/�� DOL=1.60 ,``�`Z`\ �P �. O'f . ,�� 3)Provide adequate drainage to prevent water ponding. • � (, ' •E•N '9 �'i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q •".\, `) -.••2 i 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 • i will fit between the bottom chord and any other members. .N 0 58126 6)Refer to girder(s)for truss to truss connections. : *: •;* 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 1 and 157 lb uplift at = • joint 8. -p •• J//� 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 //�.F sheetrock be applied directly to the bottom chord. O ' or� (V ,.�,/k.)' N A��t-.. 1111 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1 A WARNNNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlleke,connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria.D5849 and BCSI Building Component 6904 Parke East Blvd. i Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa FL 33610 • Job j Truss 1Truss Type ' 1 Qty Ply T13054950 14759TO T09 I Roof Special I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:08 2018 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj 1 i-uO2kpx2UOS7j4zeJbwN 1?E FY6aZVPIB4_W L7zizrrar 4-0-08-8-12 13-2-0 13-9-0I 4-0-0 4-8-12 4-5-4 0-7-0 3.00 Fritale=1:23.7 2x4 I I 7x10: 3x6= 4x5= 6 3 15 4 16 6.00 112 Iliab ill _ 14 4x5 d 2 d 41 IIN 1 • s s _ 9 8 7 2x4 II 4x5= 4x5= 3x8 1 4-0-0 8-8-12 13-9-0 l 4-0-0 4-8-12 —-- 5-0-4 Plate Offsets(X,Y)-- [1:0-2-4,0-0-6],[3:0-4-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loe) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.05 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES 1 WB 0.45 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 1 Code FBC2017/TP12014 Matrix-AS Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=544/0-5-8,7=544/Mechanical Max Horz 1=87(LC 12) Max Uplift 1=-136(LC 9),7=-218(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-727/315,3-4=-721/314 BOT CHORD 1-9=-322/604,8-9=-320/607,7-8=-318/721 WEBS 4-7=-777/348 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 8-2-15,Interior(1)13-2-0 to 13-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip ,,'1 �S' DOL=1.60 ,• t. 2)Provide adequate drainage to prevent water ponding. ,N% \3 �. 0�RF lid 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �•'���' r E N �9 �' 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 ••, Q ,•�\,1 Sic'. �i 10 will fit between the bottom chord and any other members. • i 5) Refer to girder(s)for truss to truss connections. N O 581 26 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 1 and 218 lb uplift at = *: ;* -• joint 7. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 1. ;• F � (V Z. i0 <(/� '.#�,�S •� O R 1 V �� `: '',/1/43,10 N A�1-.0%N% Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 t ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and rxoperly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possbie personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/Ttrl1 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 TI3054951 14759T0 T10 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:09 2018 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-Mac7OH26nIFai6DW 9euGYRojuzuS8CbECA4gW BzrrQq l 200 l 5-7-0 920 I 13-9-0 2-0-0 3-7-0 3-7-0 4-7-0 Scale:1/2•.1 3.00 Fri 2x4 II 7x10% NAILED 6r6= 6.00 RY Special 4x5= 3 NAILED 4 NAILED 4x5 i0 Cin • 217 1 14 I a 10 18 9 19 20 8 7 2x4 NAILED 4x5= NAILED NAILED 4x5= 4x5= 3x8 I I Special I 2-0-0 l 5-7-0 I 9-2-0 13-9-0 2-0-0 3-7-0 3-7-0 4-7-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-61,[3:0-4-4,0-2-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.08 8-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, ROT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-3 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=556/0-5-8,7=550/Mechanical Max Horz 1=87(LC 21) Max Uplift 1=-201(LC 4),7=227(LC 4) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-728/307,3-4=-1184/528,4-5=-1075/416 BOT CHORD 1-10=-313/600,9-1(=-310/602,8-9=-578/1184,7-8=-464/1063 WEBS 3-9=-293/638,5-7.1101/483 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. , I 1 I 1 g�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /ii 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 ``•,0%%\‘?. �' RF��°I will fit between the bottom chord and any other members. �• •Z•`• G E•NIA�'" 5)Refer to girder(s)for truss to truss connections. Q •••�\ `S '•.• le 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 lb uplift at joint 1 and 227 lb uplift at • joint7. = No 58126 7)'NAILED'indicates 3-10d(0.148'x31 or 3-12d(0.148-x3.25")toe-nails per NDS guidlines. .. *: •;* 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)99 lb down and 122 lb up at = 2-0-0 on top chord,and 27 lb down and 13 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the :-O ; : responsibility of others. .:::::535):,1.:./1/4.6% :• O F (V 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). !V LOAD CASE(S) Standard �i� :1(07./1°4.R •C?\��� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ,SS' ••�� �s% Uniform Loads(plf) �,,,�,O N Ak�,It•• Vert:1-3=-60,3-5=-60,5-6=-60,7-11=-20 Concentrated Loads(lb) Philip J.O'Regan PE No.58126 Vert:10=-8(B)18=-3(B)19=-3(B)20=-3(B) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek)connectors.This design is based only upon parameters shown,and Is for an Individual building component.not lilt a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek" Is always required for stability and to prevent collapse with possble personal inlay 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 BuNding Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 IJob ITruss ITruss Type Qty f Ply T13054952 14759T0 T11 I COMMON SUPPORTED GAB 1 1 1 I I i Job Reference(optional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:10 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-gmAVEd3kY3NRJGoijLPV4fKyDNJItmgNRqqD2ezrrOp 5-5-8 — 10-11-0 5-5-8 5-5-8 5x6= Scale=1:20.5 5 6.00 12 4 /% 6 7 igiOl°11°11:14°.°41111: 3 18 -- 17 2 LI 9 1 I N — O O i x i.•ii•;•;O•i ii'i i. .i i x i.;.;O;•i,i;i,ii'i;.;f i f t h O:•;;.•ii•00;•;•;S O'•i i i:iii:i;JP••:•J.'••:O••t•••':i i i;0.i i;J••00•SS•000:00'•t•'•'•'•'.'.i;0•'••O.. 16 15 14 13 12 11 10 3x4= 3x4= 10-11-0I _ - __I 10-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 ! Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S IWeight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-11-0. (lb)- Max Horz 1=-68(LC 10) Max Uplift All uplift 100 lb or less at joint(s)14,15,16,12,11,10 Max Gray All reactions 250 lb or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 2-9-8,Exterior(2)2-9-8 to 5-5-8,Comer(3)5-5-8 to 8-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 1 1 it 1 1 5)Gable requires continuous bottom chord bearing. ,������ ,viii/� 6)Gable studs spaced at 1-4-0 oc. `%� \Q �- O R� /i� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .ss ` . ''G E N• •.,9 '' 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 %, Q ••t\,\ `S�'••4 �• � will fit between the bottom chord and any other members. • i 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,15,16,12,11, N O 58126 10. *. ;* :- •; a :�' OF Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10A33/2015 BEFORE USE. Design valid for use only with MeV.connectors.This design Is based only upon Ixlrameters shown,and Is tor an Indddual building component,not _ a truss system.Before use,the buildirxg 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 arid truss systems,seeANSt/1PI t Quality Criteria,DS8-89 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 T13054953 14759T0 T12 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:11 2018 Page 1 I D:TMAX8i HHPI TOooR15bw4u8yBj 1 i-IzktRz4NJ NVIxQNuH2xkdstz5nVNc2tXgUZna4zrrQo 4-11-0 5-6-8 I 9-4-8 19-10.81 1 4-11-0 0-7-8 3-10-0 0-6-0 4x6= Scale=1:20.8 3 3x6= 2 4 6.0012 I Mai' , Iln 1 gllrggAIIIIIIIIIIIIIl III �r .111 1 11 II p 1 13 14 IS 16 Ora 1 THD28 JUS24 8 7x6— JUS24 JUS24 7 5x6 I ►, 7x6= 4-11-0 1 5-6-89-4-8 9-10-8 1 4-11-0 0-7-8 I 3-10-0 1 0-6-0 1 Plate Offsets(X,Y)-- [1:Edge,0-3-12],[1:0-5-10,0-0-8],[1:0-0-8,0-0-4],[2:0-6-12,0-2-8],[4:0-2-12,0-1-8],[7:0-3-12,0-2-8],[8:0-3-0,0-5.8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.71 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS I Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, BOT CHORD 2x8 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=1406/0-5-8,1=1478/0-5-8 Max Horz 1=104(LC 25) Max Uplift 6=-561(LC 5),1=-469(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1837/639,2-4=-1673/634,4-7=-1188/486 BOT CHORD 1-8=-612/1596 WEBS 4-8=-699/1863,2-8=-261/637 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. %111 111,, II;Exp C;Enc.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 `��71 IllZ� 3)Provide adequate drainage to prevent water ponding. ��� \P 3. 0 AF ,,, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •N� \�•••G•E•N • • . I •. 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 : Q .••\,\ `SF• 2 li 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) N o 58126 6=561,1=469. *: 7)Use USP THD28(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-9-4 from the left end to connect truss(es)to = back face of bottom chord. 'O • 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-9-4 from the p; Job Truss Truss Type Qty Ply T13054954 14759T0 T13 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:12 2018 Page 1 I D:TMAX8i HH PITOooR15bw4u8yBj 1 i-n91 FfJ5?3ge8Zay5gmSz94QB7BusLeOgvBJK6W zrrQn 5-3-8 9-4-8 9-10-8 5-3-8 I 4-1-0 0-6-0 4x5= Scale=1:22.3 3x4= 3 14 4 5 6.00 12 171 ,3 r- • 4x5 i • 2 10. } L Id 83x4- 7 > . 3x4 II 6 3x8 11 5-3-8 9-4-8 9-10-8 5-3-8 4-1-0 10-6-0 1 Plate Offsets(X,Y)-- [1:0-2-12,0-0-6] 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) -0.02 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.04 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 1 n/a rile BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=385/0-5-8,6=354/0-5-8 Max Horz 1=109(LC 12) Max Uplift 1=-79(LC 12),6=-123(LC 9) Max Gray 1=385(LC 21),6=354(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-365/190,3-4=-322/235,4-7=-358/275 BOT CHORD 1-8.243/326 WEBS 4-8=-280/368 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,4I I I I Is 9-3-0 zone;C-C for members and forces&iional)and C-CMW FRS for reactions shown;Lumber DOL0 to 3-0-0, =1.60 plate grip DOL=B.EOxterior(2)5-3-8 to s s\P , O,R�-1 ee 3)Provide adequate drainage to prevent water ponding. ,s-_��; - E•N/• '•�T ',ice 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� Q •' \, �`••.2 o 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 2-0-0d non • will fit between the bottom chord and any other members. No 58126 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) "Z.' *;• • * 6=123. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum =-o ; sheetrock be applied directly to the bottom chord. $ •t •F i I/ . (v '., Z. FS •o R!.• C�,.` t10%:::.4/CC:f Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1 __ p 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.10/03,2015 BEFORE USE. -- Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPll Quality Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Sante 312.Alexandria,VA 22314. Tampa.FL 33610 a • Job Truss Truss Type Qty Ply TI3054955 14759T0 T14 Half Hip 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:12 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-n91FfJ5?3ge8Zay5gmSz94QEbBusLeZgv8JK6WzrrQn 1 6-3-8 1 9-4-8 9-10- g 6-3-8 3-1-0 0-6-0 4x5= Scale=1:25.2 3x4= 3 4 5 Erilliiiiirll 6.00 NT lirr I 14 nd i1 13 b 4x5 2 1 �■ Id ii 83x4= 7 i 2x4 I i 6 3x8 II I 6-3-8 I 9-4-8 - 9-10- l 6-3-8 3-1-0 0.6.0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-6],[3:0-2-12,0-2-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 8-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) 0.02 1 n/a n/a j BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=385/0-5-8,6=354/0-5-8 Max Horz 1=130(LC 12) Max Uplift 1=-72(LC 12),6—117(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-378/149,3-4=-275/212,4-7=-418/316 BOT CHORD 1-8=-221/281 WEBS 4-8=-347/444 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=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 6-3-8,Exterior(2)6-3-8 to ,"01111111/I, 9-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,•• 1.� 3)Provide adequate drainage to prevent water ponding. iSO \? J. 0 SRF /,j 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % N\� ' E N l)''9 ;•i 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 �• Q •••�,\ `SF••.2 Ii will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) : N 1. O 58126 • 6=117. *; . 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ' sheetrock be applied directly to the bottom chord. � � S• O:Ri � �‘`' :�-p ;F:%i., % OF � Lp 't5'0�, NA' to` . Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/0912015 BEFORE USE . pat Design valid for use only with Miteki�)connectors.This design is based only upon parameters shown,and Is lot an kndl ldual 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/Tel I Quality Criteria,DSB-89 and BCSI Building Component , 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Stile 312,Ajexandrla,VA 22314. Tama.FL 33610 Job I Truss Truss Type IOty Ply T13054956 14759TO T16 IMONOPITCH SUPPORTED I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:13 2018 Page 1 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-FLsdsf6dq_m?AkXHOTzCi HyTCbKO47mp7o2ufzzrrQm 6-9-8 6-9-8 — - --- Scale=1:13.3 5 t 3.00 FT 4 3 1 I — 10 — 2 1 a 9 8 7 6 3x4= LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL ,0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 1Matrix-P Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-9-8. (Ib)- Max Horz 1=41(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8,9 Max Gray All reactions 250 lb or less at joint(s)1,6,7,8,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=241t;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 2-9-8,Exterior(2)2-9-8 to 6-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. `,,1I 1 I I i g,I 4)Gable requires continuous bottom chord bearing. ,•f 4 5)Gable studs spaced at 1-4-0 oc. ,NO \Q �. O'RF tit , 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �•� Nes •(,E N/ Q9 moi' 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 :� Q •••\., SF'••5i :• • will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,7,8,9. ... No 581 26 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. *: •;* - . zoo., : :: -....,N.-4.51 V.. c.. ,�SS, � • � ON A, ' Philip J.O'Regan PE No.58126 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 111.1.1111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10,03/2015 BEFORE USE. Ng Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly kicorporate 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 tax stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I truss Truss Type • Qty Ply 113054957 14759T0 T17 Halt Hip 10 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Jan 25 14:34:32 2018 Page 1 I D:TMAX8i H H PIT000R 15bw4u8yBj 1 i-N I N7g K4deYj Ey?2oECYwPI HkH8C DXXNFIYx1 nnzro W r 3-6-8 6-9-8 9-3-3 11-8-13 14-2-8 16-8-3 19-1-13 21-11-0 3-6-8 I 3-3-0 2-5-11 2-5-11 l 2-5-11 2-5-11 i 2-5-11 2-9-3 Scale=1:37.8 3.00 12 3x4 II 4 3 W 2x4 H 2x4 2 22 23 -5 5x12= 6 7 24 8 9 25 10 II1 min Q1/ pi •-w �� , w v c 0 rim _-_,- 17 16 15 14 13 12 4x10 6x8= 4x10= 3-6-8 6-9-8 10-6-0 14-2-8 __17-11-0 21-11-0 l 3-6-8 3-3-0 3-8-8 3-8-8 3-8-8 4-0-0 Plate Offsets(X,Y)-- [1:0-3-8,Edge] i LOADING (psf) SPACING- 1-0-0 i CSI. DEFL- in (loc) I/def I Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.36 15 >719 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.63 15 >414 240 BCLL 0.0 ' Rep Stress lncr NO WB 0.63 Horz(CT) 0.09 12 Na Na BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.21 15 >999 240 Weight:109 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, except BOT CHORD 2x4 SP No.1 end verticals. WEBS 2x4 SP No.3`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-16:2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=761/0-5-8,12=670/0-5-8 Max Horz 1=66(LC 12) Max Uplift 12=-114(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-565/20,2-22=-1696/0,22-23=-1688/0,3-23=-1677/0,3-4=-296/0,5-6=-3976/0, 6-7=-3800/157,7-24=-3282/314,8-24=-3282/314,8-9=-3282/314,9-25=-2016/268, 10-25=-2016/268 BOT CHORD 1-17=-47/1601, 16-17=0/3679,15-16=-88/3853,14-15=-247/3718,13-14=-326/2555, 12-13=-229/1467 WEBS 3-17=0/591,5-17=-2170/0,6-16=-30/399,7-14=-473/0,9-14=-61789,9-13=-704/75, 10-13=-51/719,10-12=1521/236,3-5=-1332/36 `,1111111111111111 1)NUnbalanced roof live loads have been considered for this design. `���\�`P•J. R ^4'. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft Cat. ���Q�••��G E N 5�.�;79jL��� 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 21-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60N O 58126 3)Provide adequate drainage to prevent water ponding. : * : * 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. O 1/_r OR �/ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 12. T• • % P LOAD CASE(S) Standard 'i•, ky.0'0 R • �•�; %• 1)Dead +Roof Live l(balanced):Lumber Increase=1.00,Plate Increase=1.00 i1,,/0 N At;``koNN Un m s ) Vert:1-4=-50,5-11=-50,12-18=-5 Concentrated Loads(lb) Philip J.O'Regan PE 26 MtTek USA,Inc-FL Cert 6663634 Vert:5=-234 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. iilt Design valid for use only with MITeke connectors.This design B based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek • Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 ---- --._. _ Job Truss Truss Type Qty Ply T13054958 1475910 T18 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, • Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:17 2018 Page 1 I D:TMAX8iH HPI TOooR15bw4u8yBj 1 i-7758i097uDGRfLg2dJ 18s77xpCVZ0j7P2Q05okzrrQi 27-6-8 I 6-0-0 I 9-11-12 I 13-11-8 1 16-5-8 . 20-7-8 21-104 24-9-8 I 27-4-8 II 29-11-8 I 33-2-12 I 36-0-8 I 38-11-0 I 42-1-8 I 44.11-0 I 6-0-0 3-11-12 3-11-12 2-6-0 4-2-0 '-2-1 2-11-4 2-7-0 0-2-0 2-5-0 334 2-9-12 2-10.8 3-2-8 2-9-6 Scale=1:80.9 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 II NAILED NAILED NAILED NAILED NAILED 6.00 12 6x6 ,� NAILED 4x10= 7x14 MT2OHS= NAILED 4x12 NAILED 7x6 NAILED 2x4 I I NAILED 6x8= NAILED 5x6 2 31 3 32 433 5 34 35 6 36 37 7 38 39 8 40 41 42 43 9 44 45 46 10 P \ , C� , 1[ AP g➢ I 5x6/ ` 1700000°.a.""°. . 1�ca � _ nn � 90 o r 63 ilt _ 24 53 54 22 55 20 56 18 19 57 16 58 59 60 15 61 12 64 62 11 14. ne no a, 257x10=NAILED 2x4 51 524x10= 6x8= N = 3x4 I I 3x4 2x4 I I 3x5 11 8x12NAILED 3x4 II NAILED NAILED 2x4 II 3047 48 29 49 28 50 27 3x4 I I 3x4 II 7x6= NAILED 3x5 II 4x10= 4x5 2x4 II NAILED NAILED NAILED 3x4= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 16-5-8 27-6-8 I 6-0-0 I 9-11-12 I 13-11-8 14•9•0 1 20-7-8 at-10-4 24-9-8 1 27-4-8 u 29-11-8 1 332.12 1 36-0-8 1 38-11-0 1 42-1-8 1 44-11-0 1 6-0-0 3-11-12 3-11-12 0•�g 2.88 4-2-0 'I-2-12 2-11-4 2-7-0 0.2-0 2-5-0 3-3-4 2-9-12 2-10.8 3-2-8 2-9-8 Plate Offsets(X,Y)-- [10:0-2-4,0-2-8],[11:Edge,0-3-8],[23:0-3-8,Edge],[26:0-5-8,Edge],[30:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.41 16-17 >915 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.72 16-17 >519 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS I Weight:281 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except` TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, 1-2,7-9:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. 4-27,5-24,20-21,17-19,12-14:2x4 SP No.3,15-18:2x4 SP SS WEBS T-Brace: 2x4 SP No.3-3-26 WEBS 2x4 SP No.3"Except 2x6 SP No.2-6-23 6-23,10-15,6-18,7-16,9-16:2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. JOINTS 1 Brace at Jt(s):18 REACTIONS. (lb/size) 11=1994/0-3-8,30=-168/0-5-8,26=4916/(0-5-8+bearing block) (req.0-5-13) Max Horz 30=197(LC 8) Max Uplift 11=-745(LC 5),30=-340(LC 18),26=-1963(LC 8) Max Gray 11=1994(LC 18),30=50(LC 6),26=4916(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2 Job Truss Truss Type Qty Ply T13054958 14759T0 T18 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:17 2018 Page 2 ID:TMAX8i HHPITOooR 15bw4u8yBj 1 i-7758i097uDG RfLg2dJ 18s77xpCVZOj7P2Q05okzrrQi NOTES- 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert 1-2=-60,2-10=-60,27-30=-20,24-26=-20,19-20=-20,21-23=-20,14-17=-20,11-12=-20 Concentrated Loads(Ib) Vert:2=-103(F)4=-37(F)24=-56(F)5=-101(F)19=-56(F)29=-49(F)3=-103(F)28=-49(F)6=-85(F)7=-101(F)22=-73(F)31=-103(F)32=-103(F)34=-85(F)35=-85(F) 36=-85(F)37=-101(F)38=-101(F)39 Job Truss Truss Type Qty Ply T13054959 14759T0 T19 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:19 2018 Page 1 ID:TMAX8iHHPITOooR15bw4u8yBjt i-3VDv7iAOQgW 9vf_Rlk4cyYCl2?BeUgAiW kVCsczrrQg 8-0-0 13-11-8 16-5-8 20-1-2 24-9-8 26-2-117 29-11-8 32-4-5 38-5-14 42-1-8 44-11-0 8-0-0 I 5-11-8 I 2-6-0 I 3-7-10 I 4-8-6 11-5-3I 3-8-13 1 2-4-13 I 6-1-10 I 3-7-10 I 2-9-8 Scale=1:80.9 6x6 11 5x12= 6x6= 6x6= 4x5= 4x5= 6.0012 2 30 3 31 4 5 6 7 8 29 i 28 5x6� r� e q 111 r E + A ' I� a ;Ir. 15 14 13 12 0 0 *I�.S= 17 4x5= 7x10= Qr6= 4x5= 10 9 to KM 4x5= 4x5 II 21 20 19 3x4 II 4x10= 16-5-8 8-0-0 I 13-11-8 14. 0 20-1-2 1 24-9-8. 26-2-11 29-11-8 I 32-4-5 I 38-5-14 L 42-1-8 i 44-11-0 B-0-0 5-11-8 O.�g 2-5-8 3-7-10 4-8-6 /5-3 3-8-13 2.1-13 6-1-10 3.7.10 2.9.8 Plate Offsets(X,Y)-- [1:0-2-12,0-2-0],[3:0-6-0,0-2-0],[9:Edge,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.17 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.35 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) -0.07 18 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-AS Weight:274 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. Except: 3-19,17-22,23-24,25-26,10-27:2x4 SP No.3 5-5-0 oc bracing:16-18 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1261/0-3-8,21=478/0-5-8,18=1937/0-5-8 Max Horz 21=238(LC 12) Max Uplift 9=-374(LC 9),21—75(LC 12),18=-514(LC 12) Max Gray 9=1261(LC 21),21=478(LC 21),18=1937(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-385/98,3-4=-1565/500,4-5=-2449/771,5-6=-2449/771,6-7=-2478/771, 7-8=-1740/537,9-11=-1208/400,8-11.1148/423,1-21=-401/170 BOT CHORD 20-21=-303/216,16-18=-1855/691,3-16=-1780/714,14-15=-515/1601,13-14=-787/2504, 12-13=-537/1740 WEBS 2-2(=-274/249,3-20=-277/539,4-15=-884/376,3-15=-604/1978,4-14=-303/998, 5-14=-356/207,6-13=-331/202,7-13=-274/864,7-12=-849/381,8-12=-615/1943 NOTES- `,,i1111I1111ii�' 1)Unbalanced roof live loads have been considered for this design. ,`• \�\P, ��,9 1 'it. 4ft; ft; 2)II; nd:ASCE ExpC;End.,l0;Vult=130mph(3-second GCpi 0.18;MWFRS(directiona)l)and C-C1Exterior(2)0-1- 2 to 3-1-12,In ennor(1)3-11-12 to 8-0-0?Exte or(2)58-0-0t ;�Q�,•'\,\C'E N`SC'••j'.�. to 12-2-15 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip + • i DOL=1.60 • o N 58126 •• r 3)Provide adequate drainage to prevent water ponding. .7: *: ;* 4)All plates are 2x4 MT20 unless otherwise Indicated. _ * - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y-Q • Cr Z 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S Tdi,• �� :. will fit between the bottom chord and any other members. o •• � ' 7)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)21 except t=lb • 9=374,18=514. !.. • 0 R \ •\c `� 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 ��,SS'/ • '••.-171‘0‘.*, ,; sheetrock be applied directly to the bottom chord. i��i10 N A;,‘ Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mi. ' t I<oslgn valid for use only with MITekQ connectors.this design Is based only upon parameters shown,and Is for an individual building component,not t 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 In*rry and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrla.VA 22314. _ _ — Tampa,FL 33610 i • Job Truss Truss Type Qty Ply T13054960 1475910 T20 Half Hip 1 1 'Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:20 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-YhnHK2BOB8e0WpZdIRbrUmISgPX_D8BrkOF103zrrQf 5-1-12 10.0-0 13-11-8 16-5-8 20-1-2 24-9-8 6-2-1 29-11-8 32-4-5 38-5-14 42-1-8 44-11-0 5-1-12 I 4-10-4 3-11-8 2-6-0 { 3-7-10 I 4-8-6 �1-5-3I 3-8-13 1 2-4-131 I 6-1- 10 I 3-7-10 2-9-8 I Scale=1:80.9 6x6 1\ 5x12= 6x6= 6x6= 4x5= 4x5= 6.001-W 3 32 433 5 6 7 8 9 8 4x5 i 2 31 ZIZ q n 30 N 4x5 i n 1NAZ i• h 16 15 14 13 to d LI itI�jjc5= 18 4x5= 7x10= 6x6= 4x5= 11 10 4x5 I 4 i 23 22 21 20eA4 4x5= 4x10= 16-5-8 1 5-1-12 I 10-0-0 I 13-11-8 14-DO I 20-1-2 1 24-9-8 ?6.2-15 29-11-8 I 32-4-5 1 38-5-14 I 42-1-8 I 44-11-0 1 5-1-12 4-10.4 3-11-8 0.6.82-5-8 3-7-10 4-8-6 15-31 3-8-13 2-4-13 6-1-10 3-7-10 2-9-8 Plate Offsets(X,Y)-- ]4:0-6-0,0-2-0],[10:Edge,0-3-8] LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.15 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.80 Vert(CT) -0.31 11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(CT) -0.05 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:301 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. Except: 4-20,18-24,25-26,27-28,11-29:2x4 SP No.3 5-7-0 oc bracing:17-19 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 10=1264/0-3-8,23=485/0-5-8,19=1927/0-5-8 Max Horz 23=279(LC 12) Max Uplift 10=-376(LC 9),23=-61(LC 12),19=-527(LC 12) Max Gray 10=1264(LC 21),23=485(LC 21),19=1927(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-430/105,4-5=-1249/408,5-6=-1936/616,6-7=-1936/616,7-8=-1955/612, 8-9=-1373/425,10-12=-1211/402,9-12=-1154/425,1-23=-437/132 BOT CHORD 22-23=-295/172,21-22=-278/351,17-19=-1861/704,4-17=-1791/729,15-16=-419/1277, 14-15=-625/1976,13-14=-425/1373 WEBS 2-21=-302/219,4-21=-264/495,5-16=-886/375,4-16=-511/1680,5-15=-251/835, 6-15=-354/207,7-14=-333/204,8-14=-237/737,8-13=-854/385,9-13=-525/1655, 1-22=-3/327 ♦♦♦1111111111///''I ♦ J. O' • NOTES- ♦♦♦ \�\P RF� •j, 1)2)Wind:ASCE anced roof 7 11live loads have 0;VuIt=13Omph(3 second gust)Vasd en considered for f 10 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat. ••s design. �♦Q •.•s,\• G•E•IV S.•.•.aj% II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-0-0,Exterior(2) No 58126 10-0-0 to 14-2-15 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 . plate grip DOL=1.60 - *; ;* - 3)Provide adequate drainage to prevent water ponding. - 4)All plates are 2x4 MT20 unless otherwise indicated. =13 • /./ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -p S ( A F 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 .• `' •.,41-/i will fit between the bottom chord and any other members. •C\ P.•• 4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)23 except(jt=lb) '/ , 0 R \0 •\ ' 10=376,19=527. e, L)' SS. • ••••••�\ \•%♦ 8) design req c directlyy to the minimum imtom f 7 // 16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum !,, O N A'11t1O sheetrock be Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10032015 BEFORE USE. mil Design valid for use only with Miieke connectors.This design is based only upon paraeelers 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 possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems-seeANSI/TPII QuaBty 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 Oty Ply T13054961 I 14759T0 T21 Roof Special 1 1 I Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:22 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-U4v11kDGjlukm6j0QsdJZBggyDDGh1 K8CiksTxzrrQd I 5-3-0l 7-2-8 i 9-8-8 13-1-6 l 18-0-8 18.2. 23-2-8 1 31 -5-0 31-17r 12 35-4-8 l 38-2 -0 5-3-0 1-11-8 2-6-0 3-4-14 4-11-2 '1-1-8' 4-0-8 2-0-2 6-2-6 0. -12 3-8-12 2-9-8 Scale=1:68.5 8x12 6.00 I12 4x5= 4x5= 6x6= 7x10 4x5= 2 3 2g 430 5 631 7 8 28 %� n n 8\ / ' 4xs 27 1 i v I \ . $ ai S r• CI •r I$ Et 15 11 13 12 i 017 4x5= 6x6= 7x10= 4x5= 10 3x6 II ¢12= o ki 19 18 20 4x10= -9-B$ 5.30 7-2-87- 9.8-8 131-6 1808 1&2 23-2-8 25.2-10 31-5-0 31-712 354.8 38.2-0 6-8-8 5-30 1-11-e z-sa 3-4-14 1 4-11-2 11-1.81 4.08 l z-o-z 1 6-2-6 0-4-l2 38-12 1 2.9.8 0-0-8 Plate Offsets(X,Y)-- [2:0-5-4,0-1-8],[7:0-3-7,0-1-13],[9:0-3-0,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.16 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.32 10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight 289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. 80T CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 17-21,22-23,24-25,10-26:2x4 SP No.3 WEBS 2x4 SP No.3'Except' 8-9:2x4 SP No.2 • REACTIONS. (lb/size) 9=1177/0-3-8,16=2143/0-5-8,20=-190/0-8-8 Max Horz 16=101(LC 12) Max Uplift 9=-357(LC 9),16=-536(LC 12),20=-312(LC 22) Max Gray 9=1179(LC 22),16=2143(LC 1),20=93(LC 9) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-64/332,2-3=-97/522,3-4=-628/247,4-5=-1276/434,5-6=-1442/475, 6-7=-1444/474,7-8=-1108/354,9-11=-1126/383,8-11=-1064/408,1-20=-72/360 BOT CHORD 3-16=-1360/471,15-16=-548/115,14-15=-242/628,13-14=-441/1302,12-13=-343/1087 WEBS 2-19=-211/635,16-19=-304/190,2-16=-966/409,7-12=-738/362,1-19=-381/171, 8-12=-453/1382,5-14=-500/239,4-15=-999/402,4-14=-259/900,3-15=-483/1591, 6-13=-336/198,7-13=-170/477 ,11111111I11//I/Z1I NOTES- `s•\\,.. ........JrRF�iej� 1)Unbalanced roof live loads have been considered for this design. % `Z` G E N • '9 •� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=5ft;Cat. �� q •• \, SF••.2 -0 II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-3-0,Exterior(2)5-3-0 • i to 8-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60N O 5 812 6 • 3)Provide adequate drainage to prevent water ponding. = * ;* 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =-In ; 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .�;• O F :: will fit between the bottom chord and any other members. L:.--',— (V • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i�,;\• 0 R `O ..••••• 9=357,16=536,20=312. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum aky, ,-,/ ••• ' ••�� ,_‘ sheetrock be applied directly to the bottom chord. 'II 0 N A11/11111110' „%0 Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 -- V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REfERANCE PAGE MR-7473 rev.10V3/20IS BEFORE USE. jutDesign valid for use only with Mi1ek0 connectors.lhis design is based only upon parameters shown,and Is for an Individual building component,not 1 a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Indivkivai 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.seeANSt/IPI I Quality Criteria,DSB-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 T13054962 14759T0 T22 Roof Special 1 1 Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:23 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-yGSPy3DuU30bNGIC_a8Y6ON_Qdc 1 QT1 IQMTQ?NzrrQc 5-3-0 I 7-8-8 110-0-10 15-0-8 16-0-8 21-2-8 215-8 27-5-0 I 31.7.12 33-4-8I 36-2-0 5-3-0 2-5-8 2-4-2 4-11-14 0-d 5-2-0 0- -0 5-11-8 4-2-12 1-8-12 2-9-8 Scale=1:65.2 6.00 12 5x12 i 4x5= 6x6= 7x10 2 29 3 30 4 5 31 32 6 ■ t itt 28 6x6= 4X5= 27 4114111114414111<3 8 1 � n :i \ \ a 17 • v n c 9 �141 n • n n ao o 11 11cO i6 15 � 343513 12 to 7x10= o _ 18 4x5= 6x6= 4x5= 4x5= 10 4x5 I I• 1:i,ii.k 8- 4x5= • 4x5= 20 21 2-0 -L3-13 5-2-8 5-2-8 0- 2-5-8 112-4-20 4 4-11-14 16-0-8 1-o b-2-0 04-0 5-115 11 8 I 3-7-12 4'2-12 133-4-8 1-8-12 I 2-9-8- I Plate Offsets(X,Y)-- [2:0-8-12,0-2-4],[6:0-4-8,0-2-0],[9:Edge,0-3-8],[14:0-2-0,0-0-11],[14:0-4-0,Edgel,[17:0-2-0,0-2-0] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.13 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.26 10 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.83 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:292 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. Except: 2-20:2x6 SP No.2,18-22,23-24,14-25,10-26:2x4 SP No.3 6-0-0 oc bracing:17-19 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1272/0-3-8,19=1656/0-5-8,21=49/0-8-8 Max Horz 19=56(LC 11) Max Uplift 9=-301(LC 12),19=-355(LC 12),21=-43(LC 12) Max Gray 9=1275(LC 22),19=1656(LC 1),21=59(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-748/358,3-4=-1233/508,4-5=-1449/576,5-6=-1455/579,6-7=-1361/491, 7-8=-1012/334,9-11=-1222/415,8-11=-1184/425 BOT CHORD 17-19=-1555/530,2-17=-1498/552,15-16.256/747,14-15=-413/1257,13-14.378/1169, 12-13.348/1043 WEBS 7-13=-61/257,7-12=-966/414,8-12=-489/1440,4-15=-554/262,3-16=-961/382, 3-15=-254/858,5-14=-397/236,6-14=-153/494,4-14=-83/287,2-16=-407/1298 NOTES- •0"\? , 1)Unbalanced roof live loads have been considered for this design. ``��\\�\P.' , Rczo •j, 2)II; nd:ASCE Exp C;End.,GCp0; i=0.18;MWFRS(directional)ono)and C-C1Exterior(2)0-1- 2 to BCD2,In erior(1)3-11-12 to 5-2 8?Exte or(2)5-24ft;eave=5ft;-81 `• q ••'\.- GEN Sic.'/1;0°i to 30-5-0,Interior(1)30-5-0 to 31-7-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate No 1. 58126 • grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. : *: •:* 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =-o • • 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 7. •-•"; O F will fit between the bottom chord and any other members,with BCDL=10.Opsf. i Q Q . �/ (V 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21 except(jt=1b) • 4\ L O P••'\ . , 9=301,19=355. ��� • .• O F( \ \\0. `• 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 .1/ SS'/ ' '' - 'l ��% sheetrock be applied directly to the bottom chord. /II 0 N Aiiiiiiii;X1`0. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MllekE connectors.this design is based only upon parch] 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 �1 mid 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,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Oty Ply 1 T130549631 14759T0 T23 Roof Special I 1 1 Job Reference(optional) I Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:25 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-ufaANIF9OgGIdaSb5?BOBpSIzQlduCivaugyW4Gzrraa 6-2-0 13-1-12I 24-4-0 I 28-5-6 32-6-12 i 35-1-0 6-2-0 6-11-12 11-2-4 4-1-6 4-1-6 2-6-4 7x10% Scale=1:65.0 6.00 12 4x5= 6x6= 7x10 2 21 322 4 23 24 5 iili n 20 ID 25 64x5 C 4x5 1 � = 2x4 I l tC 78 a .. NED m as in 4/..\-- a Jia 4 13 12 2x4 11 6 18 17 16 15 4x5= 4x5= 10 11 9 3x5 I I6x6= 4x10= 2x4 68= 2x4 I I 4x5 I I 4x5= 6.2-0I 13-1-12 I 20-1-8 24-4-0 I 28-5-6 I 32-3-8 35-1-0 6-2-0 6-11-12 6-11-12 4-2-8 4-1-6 3-10-2 2-9-8 Plate Offsets(X,Y)-- [2:0-4-8,0-2-0],[5:0-4-8,0-2-0],[9:Edge,0-3-8],[14:0-2-8,0-2-4],[16:0-2-12,0-2-0],[18:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.14 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.29 10 >999 180 BCLL 0.0 * Rep Stress Ind- YES WB 0.61 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:284 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. 10-19:2x4 SP No.3 WEBS 1 Row at midpt 4-15 WEBS 2x4 SP No.3 Web Brace:Length(member) 6-0-4(2-17);6-0-4(3-16); OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1441/0-3-8,18=1392/Mechanical Max Horz 18=-86(LC 10) Max Uplift 9=-335(LC 12),18=-371(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1040/397,2-3=-1402/592,3-4=-1570/656,4-5=-1569/654,5-6=-1578/605, 6-7=-1561/514,9-11=-1388/445,1-18=-1337/517 BOT CHORD 16-17=-244/886,13-14=-393/1357,12-13=-416/1355,11-12=-285/882 WEBS 4-14=-352/213,2-17_607/292,2-16=-278/885,3-16=-648/329,14-16=-399/1341, 3-14=-90/257,5-14=-166/519,6-12=-284/177,7-12=-173/623,1-17=-336/1117, 7-11=-1513/534 NOTES ,,,111111111/,,, 1)Unbalanced roof live loads have been considered for this design. `����\\P•d ...073 "e. 2)II; nd:ASCE Exp C;End.,10;Volt=130mph GCpi=0.18;MWFRS(direct ons)and C-C1mph;Exterior(2)0-1102 to 3-1-12,Interior(1)3-11-12 to 6-2-0,Exteri r(2)5ft;6-2-0 Cat. ;�Q .• •s."G E Al S.•.9/L%• i to 27-4-0,Interior(1)27-4-0 to 32-6-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate No 58126 • grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. .. *: •;* 4)All plates are 3x4 MT20 unless otherwise indicated. : A 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •-0 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide „ will fit between the bottom chord and any other members,with BCDL=10.Opsf. 0••. S (V 7)Refer to girder(s)for truss to truss connections. i .(s.••• Q-,.••. • ,, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,, .•' 0 R 1 O `•• 9=335,18=371. ,,'SS/ •.......�\J, %, 9)This tr truss ck be applied directly that torminimum of te bottom chord.7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum i,,� 0 N P I.0% Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeconnectors.this design is txro tse.a only upon parar rioters shown,and is for an individual building component, t a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall �� kw building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormallon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Wexandrla.VA 22314. Tampa.FL 33610 r Job Truss Truss Type Qty Ply T13054964 14759T0 T24 Hip 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:26 2018 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-Mr8Yb5Gnm_O9Ekl nfiiFkl7WfgfZdoWk7Ki4cizrrQZ 4-2-12i 8-2-0 14-1-12 1 22-4-0 I 28-0-0 I 32-3-8 I 35-1-0 4-2-12 3-11-4 5-11-12 8-2-4 5-8-0 4-3-8 2-9-8 7x10:.--- Scale=1:66.0 4x5= 2x4 II 7x10 6.00 12 3 23 4 24 5 6 4x5 i /� Ail 25 4x5 11 21 7 4x5 z, o (r v n cr • 4x5 � n _N [l MA (( N .. !-5 1 _I ,8y la 14 13 20 16 10 11 9 19 18 17 4x5= 4x5= 3x5 I I 2x4 2x4= I 4x5= 6x6= 4x10= 2x4 68= 3x5 I I 2x4 II 4-2-12 8-2-0 14-1-12 20-1-8 22-4-0 28-0-0 32-3-8 35-1-0 4-2-12 I 3-11-4 I 5-11-12 I 5-11-12 I 2-2-8 i 5-8-0 I 4-3-8 I 2-9-8 Plate Offsets(X,Y)-- [3:0-4-8,0-2-0],[6:0-4-4,0-1-12],[8:0-2-4,0-2-0],[15:0-2-8,0-2-4],[20:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.08 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 16-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:311 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 10-12:2x4 SP No.3 WEBS 1 Row at midpt 5-16 WEBS 2x4 SP No.3 Web Brace:Length(member) 7-0-4(3-18);7-0-4(4-17); OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 20=1390/Mechanical,9=1390/0-3-8 Max Horz 20=-i26(LC 10) Max Uplift 20=-377(LC 12),9=-355(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-830/329,2-3=-1100/502,3-4=-1274/606,4-5=-1376/647,5.6=-1376/646, 6-7=-1551/638,7-8=-1632/556,1-20=-1349/521,9-11.1349/452,8-11.1311/464 BOT CHORD 18-19=-179/747,17-18=-227/967,14-15=-336/1303,13-14=-419/1382 WEBS 5-15=-258/165,2-19=-813/346,2-18=-121/550,3-18=-371/152,3-17=-2361681, 4-17=-565/303,15-17=-328/1232,6-15=-133/410,7-13=-306/204,8-13=-403/1336, 1-19=-382/1122 NOTES- ••01\? 1)Unbalanced roof live loads have been considered for this design. `,��\�\P �;,,�AA.- ,,I 2)II; nd:ASCE ExpC;End.,10;G pi=0.18;MW FRS(directgust)Vasd=101mph;ional)ona)a d C-C Exterior(2)0-1-10psf;2 to BCD2,Interior(1)3-11-12 o 8-2-0?Exte or(2)8-2-0 t .: ' ••'\,�G E N`ss-' .. I to 26-6-15,Interior(1)26-6-15 to 34-11-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate • i grip DOL=1.60No 58126 • 3)Provide adequate drainage to prevent water ponding. : *: * — 4)All plates are 3x4 MT20 unless otherwise Indicated. - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =-o • 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '.• OF 4/ will fit between the bottom chord and any other members,with BCDL=10.0psf. C' • (V 7)Refer to girder(s)for truss to truss connections. -<'• ..,<'4 O Q.••., � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ',� •. 0 R \ � `' 20=377,9=355. ,•Or; •...... •• 1 N 9)This truss tro s deign req it ecthlyaoa minimume botm f 7/167 1 7 structural wood sheathing be applied directly to the top chord and 1/2•gypsum ///// O N A' 10%x, 11. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 1 Nell. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE A -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 butding 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. Ps acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatkxl,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/Tel l Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type • Qty Ply T13054965 14759T0 T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:28 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-JEGIOnH1lbftU1A9m7kjpS4sgeJhsi_1 adBAhbzrrQX 1 2-0-12{ 5-2-12 I 10-2-0 15-3-0 20-4-0 27-6-0 I 32-3-8 35-1-0 2-0-12 3-2-0 4-11-4 5-1-0 5-1-0 7-2-0 4-9-8 2-9-8 7x10% Scale=1:71.9 4x5= 6x6 6.00 I12 5 23 24 6 25 78 fit tee 4x5 22 m , 4x5 i 5x6= 2x4 II 4.; 6x8 m m •1,44444444444444444444 9 9 t� m m 4x5 — dp :\ 10 a5 m m N ID N 0 ,../ _...miggigill _ 6 1,- l Im 15 • 21 20 27 19 28 18 177x10= 29 4x5= 12 13 11 ' 1 6x6= 4x5= 4x10= 2x4 II 2x4 II 3x5 i I 2x4 II 5-2-12I 10-2-0 I 15-3-0 20-1-8 27-6-0 I 32-3-8 I 35-1-0 5-2-12 4-11-4 5-1-0 4-10-8 7-43 4-9-8 2-9-8 Plate Offsets(X,Y)— [2:0-0-4,Edge],[5:0-4-8,0-2-0],[7:0-1-11,0-0-6],[8:0-2-3,Edge],[8:0-0-6,0-1-11],[10:0-2-4,0-2-0],[16:0-3-8,0-2-8],[21:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.11 15-16 >999 240 I MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.23 15-16 >999 180 BCLL 0.0 • Rep Stress!nor YES WB 0.84 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014I Matrix-AS Weight:327 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 7-17,12-14:2x4 SP No.3 WEBS 1 Row at midpt 1-21 WEBS 2x4 SP No.3 Web Brace:Length(member) 8-0-4(5-19);8-0-4(6-18);8-2-10 OTHERS 2x4 SP No.3 (6-16);7-3-5(9-16); REACTIONS. (lb/size) 21=1392/Mechanical,11=1392/0-3-8 . Max Horz 21=-140(LC 10) Max Uplift 21=-383(LC 12),11=-347(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-21=-1344/489,2-3=-881/289,2-4=-882/305,4-5=-1168/488,5-6=-1167/549, 6-7.1236/577,7-8.1237/578,8-9=-1488/569,9-10=-1667/511,11-13=-1350/413, 10-13=-1314/426 BOT CHORD 19-20=-15,4/895,18-19=-188/1051,7-16=-43/360,15-16=-376/1411 WEBS 4-20=-715/328,3-20=-368/1134,4-19=-84/392,5-18=-176/509,6-18=-509/237, 16-18=-212/1202,9-16=-293/165,10-15=-348/1348 NOTES- ``111111111/1jI,' 1)Unbalanced roof live loads have been considered for this design. ,`%% \c3.�;•9 R�Q,-,e 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=5ft;Cat. • GEN -9 '. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 2-1-3,Interior(1)2-1-3 to 10-2-0,Exterior(2)10-2-0 Q ••'\,\ `s -"••2 1.. to 23-4-0,Interior(1)23-4-0 to 34-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate No 58126 grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. Z *; * 4)All plates are 3x4 MT20 unless otherwise Indicated. * 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a-ti 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :• F LUwill fit between the bottom chord and any other mernbers,with BCDL=10.Opsf. iO .7)Refer to girder(s)for truss to truss connections. _. .('•20‹.0 / O -••\� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=lb) ',°�` 0 R \ `• 21=383,11=347. 'e,SS \ ', 9)shin truss be design req it directly that a minimum bottom of 7/16' d. structural wood sheathing be applied directly to the top chord and 1/2"gypsum �i,��N A; ���� app e 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 _ A WARNING-Verify design parameters and READ NOTES ON THIS AND VICLUDED MITEK REFERANCE PAGE ARI-7473 row.1003/2015 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 I 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,seeANSV1PIt Quality Crttaria,DSB-89 and SCSI Building Component 6904 Parke East Bled. ' Safely Information avdtable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexa dila.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Qty Ply T13054966 14759T0 T26 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:29 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-nQghD7lf3vnk5BIMKgFyMfd7E1jbqCbApHwkDlzrrQW I 5-11-3 I 11-6-13 I 16-9-0 17-6i0 5-11-3 5-7-11 5-2-3 d 9- 2x4 I I Scale=1:71.1 3x4 6.00W* 3x6 3x4 i 4 5 4x5 G 3x4 i iR, 3x4* 11 tt 6x8 2 O 10 4x5 1 .- k 9 6 7 12 6 2x4 II 5x6= 6x6= 4x5= - I 5-11-3 I 11-6-13 I 17-6-0 I 5-11-3 5-7-11 5-11-3 Plate Offsets(X,Y)-- (4:0-3-0,0-2-01,[6:0-3-0,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6 OTHERS 2x4 SP No.3 Web Brace:Length(member) 8-1-2(3-6); REACTIONS. (lb/size) 6=688/Mechanical,9=688/0-3-8 Max Horz 9=341(LC 12) Max Uplift 6=-322(LC 12),9=39(LC 12) Max Gray 6=759(LC 17),9=688(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-609/50,2-3=-444/25,1-9=-634/102 BOT CHORD 8-9=-391/200,7-8=-328/521,6-7=-195/370 WEBS 3-7=-96/369,3-6=-653/343,1-8=0/496 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. %%W111111111 II;Exp C;16 9-0 to 11nd.,7-4-4 zone C C for memb=0.18;MWFRSers and force)s&MW FRS for reand C-C Exterior(2)ctions shown;Lumb-1-12 to 3-1-12, er DOL)3.60 plate grip DOL-1-12 to 16-9-0, S=1.60 2) \Q`NO% 3. R ',la! 3)Provide adequate drainage to prevent water ponding. ��•• \`\�•'•C,•E•N • .'9 ��� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , Q •••'\,\ `-' 2 i 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • .. will fit between the bottom chord and any other members,with BCDL=10.opsf. No 58126 6)Refer to girder(s)for truss to truss connections. : *: ;* 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except Qt=lb) _ •: 6=322. 7. -o • • ri;-. CC8)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'.. O F '4W` ',•,.0••.•.ORI,. • �`N. �'•.,5�0NA� %0N ois Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/032015 BEFORE USE. tit Design valid for use only with MI1ek&%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 possbie personal Kiley and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lP11 Quality Criteria,DS8-89 and SCSI Bung 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 T13054967 14759T0 T27 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:30 2018 Page 1 I D:TMAX8iHHPIT0ooR15bw4ueyBj 1 i-FdN3QTJHgCvbjLKYuYmBut9MhR81 Zo9K1 xgHlTzrrQV 11-11-6 22-1-8 I 11-11-6 10-2-2 5x6_ Scale=1:40.5 10 9 el 11 6.00 12 378 r r 1238 7 .^i r 13 6 r Y 14 ' 5 r r 1539 4 .ri : 16 3 36 r 17188 r P 2 r r N T 1 0 a E E E- E E ii 5 EI 51 5- B e E F} •L 0 3x4 7- 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 5x8= p6 22-1-8 I 22-1-8 Plate Offsets(X,Y)- [2:0-1-12,0-0-141,135:0-8-2,0-2-6),[35:0-1-12,0-0-0] l LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S iWeight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-1-8. (Ib)- Max Horz 1=130(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,19,28,29,30,31,32,33,34,35,26,25,24,23,22,21, 20 Max Gray All reactions 250 lb or less at joint(s)1,19,27,28,29,30,31,32,33,34,35,26,25,24,23, 22,21,20 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-80/254,9-10=-92/288,10-11=-92/289,11-12=-80/256 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. .0011111i/1i. to 11 14-11-6 zone;C C;End., pfor members and=0.18;MWFRS forces&(directional) FRS for reactions shown;Lumber DOL=(1.60 plate grip DOL=11..60 r(3)11-11-6 ``���\P J' O RSC iI,, 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 te%%•. %.‘\,., \\ •- E N ' 'T �i• Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. , Q ,•.••\\.- `s�`'•. #• 4)All plates are 2x4 MT20 unless otherwise indicated. • i 5)Gable requires continuous bottom chord bearing. N O 58126 6)Gable studs spaced at 1-4-0 oc. Z * •..* 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. /.- OF 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,19,28,29,30, *O / (V 31,32,33,34,35,26,25,24,23,22,21,20. �,.(\ O Q+,• • ; . s ., OR1 , •' .,',/1110NA;Gv. • Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 I Nom V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll• Design valid for use only with Mitek®connectors.this design is t cued 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 tracing o1 trusses and truss systems,seeANSl/TPI I Quality Criteria,DSB-89 and SCSI Budding Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 r i Job truss Truss Type Qty Ply 713054968 14759T0 126 Piggyback Base 1 1 i Job Reference(optional) Building Component Supply,Jacksonville,PI 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Jan 25 14:35:13 2018 Page 1 I D:TMAXBiHHPITOooR 15bw4u8yBj 1 i-gBLdHLZL_8uQNJgg7KnXZxUn9gI De8DHkQNikvzroW C 8-1-6 15-11-5 20-2-13 8-1-6 I 7-9-14 1 4-3-8 1 6x6 \1 4x5= Scale=1:66.3 6.00 FT 3 4 6x8 10 i 2 •i a 9 4x5 i 1 , IIIIII.1 411.11111M 83x4 11 7 12 6 13 3x5 115 6x6= 4x10= 0-0.t- 8-1-6 l 15-11-5 20-2-13 l -4144 7-9-8 7-9-14 4-3-8 Plate Offsets(X,Y)-- [1:0-2-4,0-2-01,[5:0-2-12,0-1-81 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.12 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.21 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-5,2-6,3-6,4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=798/Mechanical,8=798/0-7-0 Max Horz 8=442(LC 12) Max Uplift 5=-343(LC 12),8=75(LC 12) Max Gray 5=910(LC 17),8=804(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-769/98,2-9=-690/121,2-10=-391/50,3-10=-292/69,3-11=-270/140,4-11=-270/140, 4-5=-850/459,1-8=-744/170 BOT CHORD 7-8=-458/278,7-12=-380/661,6-12=-380/661 WEBS 2-6=-540/331,4-6=-424/818,1-7=0/599 NOTES- `,`,IiIII1111111 1)Unbalanced roof live loads have been considered for this design. `�s��\P �;,,�'RR'.S��j� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. s`QX'•••. ,E N F '9,L i� II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-11-5,Exterior(2) `s i 15-11-5 to 20-1-1 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60N o 58126 3)Provide adequate drainage to prevent water ponding. _ *: •;* 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ==13 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 1.53% :•/'1',°- OF :. 6)Refer to girder(s)for truss to truss connections. i O'•, (V 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 343 lb uplift at joint 5 and 75 lb uplift at i�-<< . •O R ,,P"....�' joints. e,L .' ,,, ,.•!'_'\C? • 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 'e rd. SS', • r `*sh % 9) directly to the tom ptrock be purlinpreprresentat on does ntot pthe size or the orientation of the urlin alongthe topand/or bottom chord. 1111•1131111111— Philip 1//ONA\--1��,,` GraphicalP P depictP Philip J.O'Regan PE No.58126 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 t 1. V WARNING-Verily design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must 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 !LI k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job truss Truss Type I Oty Ply ' 713054969 14759T0 129 Piggyback Base 1 1 i _ Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Jan 25 14:35:30 2018 Page 1 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-gSt3r9n?zM l OvwTxdOb W IXhjzX6s7pSnea_5pOzroVx 5-2-7 10-1-6 17-11-5 22-2-13 5-2-7 4-10-15 7-9-15 4-3-8 6x6 11 4x5= Scale=1:66.3 4 5 uum6.00 ' r a'" 12 4x5 i 6x8 0 0 2 ;9 11 4x5 i gcl rilWillii\4111114111- . 10 2x4 Il 9 8 14 7 15 3x5 II 6 4x5= 6x6= 4x10= 0- -14 5-2-7 I 10-1-6 17-11-5 22-2-13 0-3-14 4-10-9 4-10-15 7-9-15 4-3-8 Plate Offsets(X,Y)-- [6:0-2-12,0-1-8] LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.22 7-8 >999 180 BCLL 0.0 ' 1 Rep Stress lncr YES WB 0.39 Horz(CT) -0.01 6 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6,3-7,4-7,5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=878/Mechanical,10=878/0-7-0 Max Horz 10=450(LC 12) Max Uplift 6=-353(LC 12),10=-107(LC 12) Max Gray 6=988(LC 17),10=881(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-11=-853/134,2-11=-786/146,2-3=-860/154,3-12=-416/48,4-12=-324/67, 4-13=-300/144,5-13=-300/144,5-6=-929/466,1-10=-824/183 BOT CHORD 9-10=-474/267,8-9=-468/772,8-14=-3861767,7-14=-386/767 WEBS 2-9=-268/72,3-8=-28/289,3-7=642/330,4-7=-249/261,5-7=-437/911,1-9=-49/718 NOTES- ``��%%',J"Q,I iIi,,' 1)Unbalanced roof live loads have been considered for this design. ,•� \\\P...,,,.R�CQ „, 2)ll; nd:ASCE ExpC;End.,iGCPu10.18;MWFRS(direcctionnd al)and C-C) 1Exterior(2)0-1-12 to 31 112,Interior(1)3 1t-12 0517 11-5,Exterior(2) Cat. `�s%Q' • • 's,• ENS• •.,4,.•. 17-11-5 to 22-1-1 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 • i plate grip DOL=1.60No 581 26 3)Provide adequate drainage to prevent water ponding. :" *: ; Job Truss truss Type • I Qty Ply , T13054970 14759T0 130 Piggyback Base 4 1 1 I Job Reference(optional) 1 Building Component Supply,Jacksonville,FI 32256 8.130 s Oct 26 2017 Mitek Industries,Inc. Thu Jan 25 14.35.52 2018 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj 1 i-1 hC NSh2oo7ouY19Aw0_geAbUQOdyHmaoi?JGb8zroVb 5-5-9 10-7-9 18-5-8 22-9-0 5-5-9 5-2-1 7-9-15 4-3-8 6x6 \\ 4x5= Scale=1:66.3 4 la5 6.00 12 i :-ri. 12 ' 4x5 3 r 6x8 i tit 11 4x5 i 1 102x4 I 9 8 14 7 15 3x5 I!6 4x5= 6x6= 4x10= 5-5-9 10-7-9 18-5-8 22-9-0 5-5-9 5-2-1 7-9-15 I 4-3-8 Plate Offsets(X,Y)-- [6:0-2-12,0-1-81 _ I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.23 7-8 >999 180 BCLL 0.0 * I Rep Stress lncr YES WB 0.41 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS I Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-6,3-7,4-7,5-7 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=898/Mechanical,10=898/0-5-8 Max Horz 10=453(LC 12) Max Uplift 6=-356(LC 12),10=-115(LC 12) Max Gray 6=1008(LC 17),10=901(LC 17) FORCES. (Pb)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 1-11=-927/140,2-11=-860/153,2-3=-901/158,3-12=-424/50,4-12=-332/69, 4-13=-307/145,5-13=-307/145,5-6=-949/468,1-10=-842/192 BOT CHORD 9-10=-481/275,8-9=-483/837,8-14=-391/800,7-14=-391/800 WEBS 3-8=-33/316,3-7=-677/335,4-7=-245/260,5-7=-439/932,1-9=-49/759 ,,011111111/II NOTES- ,0� J O' It/ 1)Unbalanced roof live loads have been considered for this design. .,1 \P RSC 1j •2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. .% X\\‘.•••... ....EN '-9 �'. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 18-5-8,Exterior(2)18-5-8 `�� Q ••\,\ Sk`.•.• 2 o. to 22-7-4 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60No 58126 •. 3)Provide adequate drainage to prevent water ponding. Z *• * 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -a 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 ..=13• / :Cr Z will fit between the bottom chord and any other members,with BCDL=10.Opsf. 1, .._ •F (V 6) Refer to girder(s)for truss to truss connections. 4 , 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 356 lb uplift at joint 6 and 115 lb uplift at �� .(�• • / Q`.••s' joint 10. ',�F O R 1�.' c'$ 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 ,j ss'� ....... ••�` �% 9)shed. ptrock beapplied representation does no the tot depictom the size or the orientation of the purlin alongthe topand/or bottom chord. l7I,11111 Al 11,x,` GraphicalP P Philip J.O'Regan PE No.58126 LOAD CASE(S) Standard MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-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/Tl I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate institute,218 N.Lee Sheet.Suite 312.Alexanxdria,VA 22314. Tampa.FL 33610 `— Job Tuss Truss Type ' Qty Ply 113054971 14759T0 T31 Piggyback Base 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Oct 26 2017 MiTek Industries,Inc.Thu Jan 25 14:36:07 2018 Page 1 I D:TMAXBiHHPITOooR 15bw4u8y8j 1 i-5ac2cpDCGkhmrco3lff BlKj2dRjXIZuE8gSYdmzroVM 1 2 6 5-11-0 10-7-9 18-5-8 22-9-0 I1-2-s14-8-9 4-8-9 I 7-9-15 I 4-3-8 6x6 H Scale=1:66.8 4x5= 5 6 6.00 12i- • I 18 1i 4x5 4 6x8-.% 3 4x5% �i 2 17 :: I 1 �' .. ,....., 5x6= �_� 20 21 li, •t. 3x8 1 �� 11 10 9 8 3x5 I1 7 1-814 11 4x5= 6x6= 4x10= Qq--9g14 5-11-0 10-7-9 18-5-8 22-9-0 49-11 4-8-9 1$9 I 7-9-15 4-3-8 0-4-10 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0.3,0-7-111,[1:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) -0.05 7 n/a rt/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:180 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEDGE WEBS 1 Row at midpt 6-7,4-8,5-8,6-8 Left:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=870/Mechanical,1=938/0-7-12 Max Horz 1=379(LC 12) Max Uplift 7=-314(LC 12),1=-161(LC 12) Max Gray 7=970(LC 17),1=950(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-317/0,2-17=-777/0,3-17=-735/2,3-4=-825/83,4-18=-412/35,5-18=-317/54, 5-19=-294/129,6-19=-294/129,6-7=-911/421 BOT CHORD 1-12=-382/309,2-12=-569/238,9-10=-323/714,9-20=-316/740,8-20=-316/740 WEBS 3-10=-306/161,2-10=-178/589,4-9=0/282,4-8=-612/255,5-8=-250/269,6-8=-390/892 NOTES- ```.t01111111/11.O1/•, 1)Unbalanced roof live loads have been considered for this design. ,`• \s,>? .....RF.o 'j� 0; 2)11; nd:ASCE ExpC;End., 110.18;MWFRS(direction I)and C-C Exterior(2)0-0-0 nd gust)Vasd=101mph; to 3 0,Interior(1)3-0-0t;B=45ft;L=24ft;eave=4ft;Cat.to 18-5-8,Exterior(2)18-5-8 to •`Q�,•' GEN"c.' 9"L�. 22-7-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • % • i 3)Provide adequate drainage to prevent water ponding. N O 5 81 2 6 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. r. * * 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. =-Q ; /yy�� :CC 6)Refer to girder(s)for truss to truss connections. /'..1 13 . " S F (u Z. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 314 lb uplift at joint 7 and 161 lb uplift at �� is joint 1, • T •• . P..* �� 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 �,� • 0 R \0.•�c?\ ' sheetrock be applied directly to the bottom chord. ,j ss', .."".•�� . 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. it„ kJ N A,'�`�oo LOAD CASE(S) Standard Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI47473 rev.1003/2015 BEFORE USE. - Design valid for use only with MITekw connectors.This design 5 based only upon parameters shown,and Is tor an Individual building component,not a buss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bolding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' 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/IP11 CuaBly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 4 Job truss Truss Type Oty 1 Ply i 113054972 14759T0 132 Piggyback Base 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Jan 25 14:36:21 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-hGSLYbO?zt SmXmtl6c?UJHIRn4W sapgIM?rl7yzroV8 3-2-8 I 10-7-9 I 18-5-8 I 22-9-0 I 3-2-8 7-5-1 7-9-15 4-3-8 7x10% 4x5= Scale=1:71.4 6.0012 4 1g 5 J. 11116x8 io0d O1 10x142 3x4\\ 1�1��.-42 ....11M.:1d 11 4x5 II .b: a 4x6 II 10 9 8 6 2x4 II 6x6= 4x5= 2x4 II 4x5= ;»c 2-9-14 3i2 8 10-7-9 I 18-5-8 1 21-8-141 ?2-9-Q 2-1-140-1110 7-5-1 7-9-15 3-3-6 -0 Plate Offsets(X,Y)-- [1:0-2-8,0-2-7],[2:0-2-12,Edge],[4:0-4-12,0-2-0],[11:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.21 8-9 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.67 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:193 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2'Except' 2-0-0 oc purlins(10-0-0 max.):4-5. 2-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6,3-8 OTHERS 2x4 SP No.3 T-Brace: 2x4 SP No.3-5-7,4-7 SLIDER Left 2x6 SP No.2 3-3-14 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=135/0-3-8,11=875/0-7-12,7=807/0-7-12 Max Horz 1=379(LC 12) Max Uplift 1=-12(LC 10),11=-454(LC 12),7=-278(LC 12) Max Gray 1=156(LC 12),11=910(LC 17),7=827(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-330/120,2-3=-628f0,3-18=-318/0 101111111111 BOT CHORD 2-11=-866/480,9-20=-215/522,8-20=-215/522 ��.101111111111. 0, l44 WEBS 2-9=-234/580,3-8=451/176,4-8=-46/493,4-7=-775/341 �% \P........R� �j �� `e .••'GEN '•.,w-9,/,,'0 NOTES- . Q .••v\ `S'� % '. 1)Unbalanced roof live loads have been considered for this design. • i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. No 5 812 6 II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-11,Interior(1)3-2-11 to 18-5-8,Exterior(2)18-5-8 *I • * to 22-9-0 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber = •, DOL=1.60 plate grip DOL=1.60 =-p ,• 1 3)Provide adequate drainage to prevent water ponding. '. .-//:1% OF I/ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . o . / (V 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 • .(\• ,�� O -.'\�`.; will fit between the bottom chord and any other members,with BCDL=10.Opsf. '�� 0 R C? �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 lb uplift at joint 1,454 lb uplift at joint 'j ss'i SY' %•� 11 and 278 lb uplift at joint 7. i,7,,�N A;',t o% 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. Philip J.O'Regan PE No.58126 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard January 25,2018 1 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10A132015 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,D5B-89 and SCSI Building Component Safety Informallan available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 r • Job Truss Truss Type Qty Ply 113054973 14759T0 T33 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:36 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-4mIKhW N2Q2fkRGniEotb88PGDs4JzQfCQt7cz7zrrQP 7-8-12 15-1-2 22-9-0 7-8-12 7-4-6 I 7-7-14 2x4 I I Scale=1:70.4 6.00 I12 4 1. 14 6x8-::- 344.3, 6x8 i 2 • i� Alla13 \1 1 7 6 15 5 6x6= 4x5= 5x6= 3x811 0161 7-8.12I 15-1-2 22-9-0 0-64 7-2-8 7-4-6 7-7-14 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-7-11],[1:00-1,00-3],[4:0-2-0,0-0-12] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.11 5-6 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.20 5-6 >908 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.48 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-4-5,3-5 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Left:2x6 SP No.2 Brace must cover 90%of web length. REACTIONS. (lb/size) 5=676/Mechanical,1=499/0-3-8,7=634/0-5-8 Max Horz 1=463(LC 12) Max Uplift 5=-346(LC 12),1=97(LC 12),7=-32(LC 12) Max Gray 5=757(LC 17),1=499(LC 1),7=634(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-504/142,2-3=-560/40 BOT CHORD 1-7=-495/442,6-7=-496/447,5-6=-250/467 WEBS 2-7=-478/82,2-6=-90/285,3-6=-52/301,3-5=-664/358 NOTES W1111111/ 1)Wind:ASCE II;Exp C;End., 0;Vult=130mph MWFRS(directional)and C-C 1Exterior(2)0-0-0 to 3-0-0,Inte orr((1)3-0-0 to 22-7-4 z nil C-;B=45ft;L=24ft; C for Oft;Cat. ``••\P O, �'0,, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60. •:%%‘<\\\:•••G E•N • • °.</A/°••• 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� Q ••• \,\ S�`•"• '� 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 N O 5 •81 2 6 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4)Refer to girder(s)for truss to truss connections. r. *: t* 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7 except(t=lb) 5=346. •• 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum .• :• S OF •4/ sheetrock be applied directly to the bottom chord. 0 • (V 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is alwaysrequired. , FO 0 "•. • O R1 • r-..\S • • • Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE mit Design valid for use only with MifoleL,connectors.This design Is based only upon parameters shown,and Is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 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,DS8-89 and SCSI Building Component 6904 Parke East Blvd Safely Information available from Trus Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I russ Truss Type • I Qty Ply 113054974 14759T0 134 Piggyback Base 1 1 ' I Job Reference(optional) Building Component Supply,Jacksonville.Fl 32256 8.130 s Oct 26 2017 MiTek Industries,Inc Thu Jan 25 14:37:31 2018 Page 1 ID:TMAX8iHHPIT000R15bw4u8yBj1 i-ekhoEXEvUYGrwW DCDIGu92BOiIPc_OSbSuo?avzroU2 7-8-12 1 9-11-8i ' 14-8-0 20-11-12 27-3-0 7-8-12 2-2-12 4-8-8 6-3-12 6-3-4 6x6 4.5- Scale=1:68.6 4 2 5 6.0012 13 = .0'4x5 i 22 3 0 6x8 i 0 4%144111111 21 1 .. 1 owl .r. til .79 Iib PO. MINIIIII = 2x4 II 11 10 • 143.5= 13 6x6_ 24 7 25 26 8 6 2x4 H 2x4 'I 3x5 11 3x8 1 2x4 2x4 1 i 2x4= 4x10= 8- 7-8-12 9-11-8 14-8-0 20-11-12 21-10,1_ 27-3-0 -e- 7-0-12 2-2-12 r 4-8-8 6-3-12 0-10-t5-4-15 ' Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-7-11],[1:0-3-8,Edge],[12:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 j Vert(LL) -0.26 13 >878 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ' BC 0.57 Vert(CT) -0.15 14-20 >600 180 1 BCLL 0.0 * Rep Stress Ina! YES ! WB 0.96 Horz(CT) -0.06 6 n/a n/a 11 BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:186 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2`Except` 2-0-0 oc purlins(6-0-0 max.):4-5. 13-15,7-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6,4-10,3-10 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=794/Mechanical,1=377/0-3-8,14=1041/0-5-8 Max Horz 1=431(LC 12) Max Uplift 6=-294(LC 12),1=-121(LC 12),14=350(LC 12) Max Gray 6=972(LC 17),1=377(LC 1),14=1055(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-737/158,3-22=-491/115,4-22=-416/135,4-23=-380/190,5-23=-380/190, 6-8=-846/408,5-8=-771/406 r BOT CHORD 1-14=-358/163,11-12=-432/209,11-24=-352/619,10-24=-352/619 WEBS 12-14—989/305,2-12=-940/332,3-10=-348/234,2-11=0/522,5-10=-365/732 ,.411111111111 NOTES- ��t� J. o' 149 1)Unbalanced roof live loads have been considered for this design. s• \,\,„\\�\P••••, R�C ij, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. ``.QN' •• - E N 8'• 9�6,�, II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-11-12,Exterior(2) 20-11-12 to 25-2-11 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; : • Job Truss Truss Type Qty ,Ply 1 713054975 '.,14759TO T35 Piggyback Base 1 1 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Oct 26 2017 MiTek Industries,Inc. Thu Jan 25 14:37:45 2018 Page 1 ID:TMAX8iHHPIT0o0R15bw4u8yBjl i-DRX5AKPhBr1 scglul FWAj?nn4yCgGmUfh4Bk35zroTq 7-8-12 19-11.8 I 1I 14-8-0 20-11-12 23-10-1 27-3-0 1 7-8-12 2-2-12 4-8-8 6-3-12 2-10-5 3-4-15 6x6 11 4x5= Scale=1:68.5 4 z z 2 z 5 imiii- 6.00 1 12 il 4x5 22 3 11 6x8 1,172 0 21 1 Y O .� .tib ...., IaD 2x4 II 11 10 0 14x4= 13 6x6= 24 4x10= 725 8 6 2x4 I 3x411I 2x4 !I 3x811 2x4 I' 2x4 11 3x4= Q8 7$-12 9-11-8 14$-0 2011-12 23-10-1 27-30_ 0 8-b 7-0-12 1 2-2-12 I 4-8 8 1 6-3-12 I I- 2-10-5 3-4-15 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-7-11],[1:0-3-8,Edge] LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.12 14-20 >773 240 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.15 14-20 >600 180 BCLL 0.0 • Rep Stress Incr YES WB 0.86 Horz(CT) -0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:183 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2`Except' 2-0-0 oc purlins(6-0-0 max.):4-5. 13-15,7-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6,3-10,4-10 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=795/Mechanical,1=377/0-3-8,14=1041/0-5-8 Max Horz 1=431(LC 12) Max Uplift 6=-278(LC 12),14=-308(LC 12) Max Gray 6=971(LC 17),1=377(LC 1),14=1084(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-755/93,3-22=-498/94,4-22=-424/114,4-23=-387/171,5-23=-387/171, 6-8=-874/369,5-8=-780/373 BOT CHORD 11-24=-299/637,10-24=-299/637 WEBS 12-14=-956/376,2-12=-906(404,2-11=-69/461,3-10=363/184,5-10=-327/741 NOTES- ``111111 1 1111 i'1' 1)Unbalanced roof live loads have been considered for this design. ,`•�\\\P•J., AFS�'j� 2)Wind:ASCE 7-10;Vult=13Omph(3 second gust)Vasal=101mph;TCDL S-Opsf;BCDL=S-Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ..•Q�.• GEN .-9A . II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intenor(1)3-0-0 to 20-11-12,Exterior(2) . " `S••• i 20-11-12 to 25-2-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 . • • i 3)Provide adequate drainage to prevent water ponding. N O 5 81 2 6 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ► *: 1* 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide — - will fit between the bottom chord and any other members,with BCDL=10.Opsf. -Q • ; CC Z 6)Refer to girder(s)for truss to truss connections. "::•.,:..53,<\.*, 0 F‘,.‘.....• (U ' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 lb uplift at joint 6 and 308 lb uplift at .• & joint 14. .0..• �`� 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 °A .• 0 R ,,% sheetrock be applied directly to the bottom chord. A,SS/ ••••••••E::t k 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I,��I0 N A'11`0 LOAD CASE(S) Standard Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 —.- A _V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mlieka9 connectors.rs.this design is based only upon parameters shown.and is for an individual bidding 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 properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T13054976 14759T0 T39 Half Hip 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:39 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-ULQTJYQxiz1 JIjW HwxRIlm1 nC34?Afpe6rLGZSzrrQM 7-8-121 9-11-8 14-8-0 I 20-11-12 I 25-4-8 127-3-0 7-8-12 2-2-12 4-8-8 6-3-12 4-4-12 1-10-8 6x6 II 4x5= Scale=1:75.2 • 4 23 5 6.00 12 r� 4x5 i 22 3 r- 6x8 2 21 iii1 2x4 II 11 10 143x5= 13 6x6= 24 4x10= 25 7 8 6 3x8 l 2x4 I I 2x4 I I2x4= 2x4 II 2x4 II 2x4 II 0[614 7-8-12 I 9-11-8 1 14-8-0 I 20-11-12 I 25-4-8 127-3-0 l 0-6-4 7-2-8 2-2-12 4-8-8 6-3-12 4-4-12 1-10-8 Plate Offsets(X,Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-7-11],[1:0-3-8,Edge],[12:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.26 13 >877 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.15 14-20 >600 180 I BCLL 0.0 • Rep Stress Ina YES WB 0.97 Horz(CT) -0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied. 13-15,7-9:2x4 SP No.3 WEBS 1 Row at midpt 5-6,3-10,4-10 WEBS 2x4 SP No.3 WEDGE Left:2x6 SP No.2 REACTIONS. (lb/size) 6=795/Mechanical,1=377/0-3-8,14=1041/0-5-8 Max Horz 1=431(LC 12) Max Uplift 6=-294(LC 12),1=-i21(LC 12),14=-350(LC 12) Max Gray 6=919(LC 17),1=377(LC 1),14=1046(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-737/159,3-4=-482/133,4-5=-372/189,6-8=-855/393,5-8=-751/406 BOT CHORD 1-14=-358/163,11-12=-432/209,10-11=-352/611 WEBS 12-14=-980/305,2-12=-930/333,2-11=0/512,3-10=-348/236,5-10=-366/707 NOTES- 111 111111 1) en considered for s design. .‘t 2)Wind:ASCEanced r7 10;Vulf live ltads have t=130mph(3 second gust)Vasd=10 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. `%0 /\Q . °R�CIiZ1,ie II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-11-12,Exterior(2) ,,Q` .\'•\G•E•N S• xT ,� 20-11-12 to 25-2-11 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; •� •• \, '•• 0 Lumber DOL=1.60 plate grip DOL=1.60 • • i 3)Provide adequate drainage to prevent water ponding. N o 5 81 2 6 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. •-O • /' 6)Refer to girder(s)for truss to truss connections. - S :.4'" •F �/Z. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '. 6=294,1=121,14=350. .\•• P•••• , 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 ", �` 0 R \0 \`%� sheetrock be applied directly to the bottom chord. A, SS' ••'""••• ' t s it /ONAv `'� I/j/111111W. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 __ 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MN-7073 rev.10A13/2015 BEFORE USE. Design valid for use only with Mitekb connectors.this design Is based only upon paramotors 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 1 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 possble personal InNgy and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/3P11 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Solely Informaian available from Truss Pilate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • • Qty Ply T13054977 14759T0 T40 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:40 2018 Page 1 ID:TMAX8iH HPITOooR 15bw4u8yBj 1 i-yY_rXtQZTH9Awt5TTeyXI_azaTOUv7GoLV5p6uzrrQL 7-8-12 13-4-4 18-11-12 22-11-10 27-3-0 I 7-8-12 i 5-7-8 5-7-8 3-11-14 I 4-3-6 i 6x8% 2x4 II Scale=1:60.3 4x5= 4 5 18 6 6.00 12 �i • - 2x4 II 17 \ 3 6x8 i i 2 i i6 ,\ 1 10 9 19 8 20 21 7 3x8 I I 2x4 I I 7x10= 4x5= 5x6-,--_ Or6-fa l 6 7-8-12 7-2-8 i 13-4-4 5-7-8 i 18-11-12 5-7-8 27-3-0 8-3-4 i Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-7-11),[1:0.0-1,0-0-3],[7:0-3-0,0.2-12],[9:0-4-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.15 10-15 >639 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.12 10-15 >792 180 BCLL 0.0 • Rep Stress Incr YES WB 0.95 Horz(CT) -0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS T-Brace: 2x4 SP No.3-6-7,4-8,5-7 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d WEDGE (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Left:2x6 SP No.2 Brace must cover 90%of web length. REACTIONS. (Ib/size) 7=834/Mechanical,1=191/0-3-8,10=843/0-5-8 Max Horz 1=390(LC 12) Max Uplift 7=-345(LC 9),1=-303(LC 12),10=-144(LC 12) Max Gray 7=919(LC 17),1=491(LC 1),10=875(LC 17) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-483/487,2-3=-735/338,3-4=-739/466,4-5=-495/283 BOT CHORD 1-10=-735/363,9-10=-734/372,8-9=-288/497,7-8=-178/305 WEBS 2-10=-796/78,2-9=0/434,3-9=-330/259,4-9=-3891287,4-8=-233/337,5-8=-288/519, 5-7=-753/459 NOTES- ,``111111111/e j�' 1)Unbalanced roof live loads have been considered for this design. `,i•% \Q.J.• A�C�'I,' 1) 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. �� GEN '9 �. II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-11-12,Exterior(2) : Q ••'\,� SF••• ... 18-11-12 to 22-11-10 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; • • i Lumber DOL=1.60 plate grip DOL=1.60 No 58126 3)Provide adequate drainage to prevent water ponding. X *: •• * 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 7.�-9 • �' will fit between the bottom chord and any other members,with BCDL=10.Opsf. Z. 6)Refer to girder(s)for truss to truss connections. O'.. - O F .411` 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,\' • P••.`-. , 7=345,1=303,10=144. �i# •. 0 R \O,\ \ �� 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 I',lSs •...... .••.•• V. �` sheetrock be applied directly to the bottom chord. 'l /p N A t- o` 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ��"1111111W' Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Gert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 __ a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10103/2015 BEFORE USE. 111 Design valid for use oNy with MlTekm 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/lPI I Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformaton available from Truss Plate InstItute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type I Oty Ply T13054978 14759TO T41 Half Hip Structural Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:42 2018 Page 1 I D:TMAX8i HH PITOooR 15bw4u8y8j 1 i-uw6byZSp?uPu9BFsb3_?NPf L8H7uNEg5opawAnzrrQJ I 7-8-12 _ 16-11-12 27-3-0 7-8-12 9-3-0 10-3-4 3x6- Scale=1:57.2 14 15 16 17 18 50 19 20 5121 22 23 6.00 12 13 ,cs 12 11 10 6x6 9 .r 67 8 .! -' 0 g' r: '' ur iiii -e�� ab 4 5 , 2 349 1101 :111H1 i 01wt 1 of auO , , is V 1 44 43 42 41 3x4 i 4039 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x8 !' 6x6= 0-6-4 7-6-0 7-8,12 27-3-0 d-6-4 6-11-12 0-¢-'12 19-6-4 Plate Offsets(X,Y)-_ [t:0-1-8,0-0-4],11:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.36 ] Vert(LL) 0.16 42-43 >557 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.15 42-43 >620 180 BCLL 0.0 • Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 24 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:260 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 23-24,22-25,21-26,20-27,19-28,18-29, OTHERS 2x4 SP No.3 17-30,16-31,14-32 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 19-9-0 except(jt=length)1=0-3-8,39=0-3-8,39=0-3-8. (Ib)- Max Horz 1=327(LC 12) Max Uplift All uplift 100 lb or less at joint(s)24,25,26,27,28,29,30,31,32, 33,34,35,36,37 except 38=529(LC 1),39=-748(LC 12) Max Gray All reactions 250 lb or less at joint(s)24,1,25,26,27,28,29,30,31, 32,33,34,35,36,37 except 38=478(LC 12),39=933(LC 1),39=933(LC 1) FORCES. (ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-342/145,2-3=-340/148,3-4=-335/149,4-5=-329/150,5-6=-325/153,6-7=-295/133 WEBS 7-39=-352/421 NOTES- ,,\\\11111111,,,, 1)Unbalanced roof live loads have been considered for this design. `�•0\\P........- lfji i,e 2)II; nd:ASCE ExpC;Encl.,t0;GCpi=0.18;MW FRS(directional)onal)and C-C1Exterior(2)0-8-0 to 3-8 0,Interior(1)orr(1)3-8-0 to 16-11-12,Exterior(2);B=45ft;L=24ft; ft;Cat. ,``meq ••. •s,\GE N S�.•.9� . 16-11-12 to 21-2-11 zone;cantilever left exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; •• Lumber DOL=1.60 plate grip DOL=1.60N o 581 26 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/I-PI 1. 4)Provide adequate drainage to prevent water ponding. ='12., •: 5)All plates are 2x4 MT20 unless otherwise indicated. . S 6)Gable studs spaced at 1-4-0 oc. * (V 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ..0 .(�•• 4 O R ,0 p..•\.r 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,'1 SS/ ..•••.••.' % 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,25,26,27,28, #,,,�ON A�1\`�s0 29,30,31,32,33,34,35,36,37 except(jt=lb)38=529,39=748. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Philip J.O'Regan PE No.58126 sheetrock be applied directly to the bottom chord. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7073 rev.IOA13/2015 BEFORE USE. Not Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer roust verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required(or stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13054979 14759T0 T42 SCISSORS 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:43 2018 Page 1 ID:TMAX8i H HPITOooR15bw4u8yBj 1 i-M7gz9vTRmCYInLg29nVEwcCXFhXzehCE 1 TJTiDzrrQI 1-8-0 2-3-8 I 3-7-8 4-11-8 6-3-8 I 7-7-8 18-3-0 I 9-11-0 1-8-0 0-7-8 1-4-0 1-4-0 1-4-0 1-4-0 0-7-8 1-8-0 Scale=1:19.4 4x5 II 5 6.00 FIT 6 4 25 24 14 il I. 7 3 26 23 6 2 Pip 14 9 I- I -.AL Oil.. 4x5= 12 hi Mai Ai.Ilkou 'R._ ao d 1 11 Ia 16 10 3x4 4x5= 3.001. 4x5= OR 3x4 0.8-4 I 1-8-0 2-3-8 I 3-7-8 4-11-8 I 6-3-8 I 7-7-8 18-3-0 I 9-2-12 9-11-0 I 0-8-4 0-11-12 0-7-8 1-4-0 1-4-0 1-4-0 1-4-0 0-7-8 0-11-12 0-8-4 Plate Offsets(X,Y)-- [13:0-2-8,0-2-4] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.04 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) -0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:39 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=381/0-3-8,9=381/0-3-8 Max Horz 1=56(LC 11) Max Uplift 1=-193(LC 12),9=-193(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-521/764,2-3=-502/772,3-4=-515/810,4-5=-480/791,5-6=-480/791,6-7=-515/810, 7-8=-502/772,8-9=-521/764 BOT CHORD 1-16=-616/432,15-16=-583/417,14-15=-599/442,13-14=-585/450,12-13=-585/450, 11-12=-599/442,10-11.583/417,9-10=-616/432 WEBS 5-13=-505/281 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,t 1 I I I f ) )0-2-7 to 3-2-7, 3-2-7 to 4-11-8, (2)4-11-8 7-11-8 zone;cantilever left and right plo chhlleft and right exposed;C-C for membersandforces&MW F Seforrrea tions to `% \Q J. •i ' It/ shown;Lumber DOL=1.60 plate grip DOL=1.60 •% `•�\•••G•E,Ns'••'-4 ''i 3)All plates are 2x4 MT20 unless otherwise indicated. , Q •,••\,\ '..'l 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 wideN 0 58126 will fit between the bottom chord and any other members. r. * I * 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - 1=193,9=193. -D : 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 " .i4e. OF ' sheetrock be applied directly to the bottom chord. i " .L• ei ".1it :llillltll\ Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7073 rev.10033!2015 BEFORE USE. Mil. Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the 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 inkay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 31Z Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty Ply T13054980 14759T0 IT43 Scissor 2 1 1 I Job Reference(optional_ Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:44 2018 Page 1 ID:TMAX8iHHPITOooR15bw4u8yBj1 i-rJELNFU3XVgcPVPEiUOTSglil4szr7INF731 FgzrroH 1-8-0 4-11-8 , _ 8-3-0 - 9-11-0 1-8-0 3 3 8 3-3-8 1-8-0 4x5 Scale=1:21.1 3 6.0012 r, 20 21 ci 2x4 II 19 I 22 42x4 II di 2 PM P , s 1 a �� �� 4x5= r� �'`immuirm n 0 4x5= =1 8 6 U , 4x5------ a 4x5= 4x5= 3.00;12 4x10 H 4x10 II 0-8-4 1-8-0 4-11-88-3-0 9-2-12 1 9-11-0 0-8-4 I 0-11-12 3-3-8 _-_- 3-3-8 0-11-12 0-8-4 Plate Offsets(X,y)-- j1:0-0-0,0-1-11],[1:0-3-5,Edge],[5:0-3-5,Edge],[5:Edge,0-1-11],[7:0-2-8,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.03 7-8 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 7 >999 180 BCLL 0.0 * ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix-AS 1 Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x8 SP No.2,Right:2x8 SP No.2 REACTIONS. (lb/size) 1=397/0-3-8,5=397/0-3-8 Max Horz 1=58(LC 11) Max Uplift 1=-197(LC 12),5=-197(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-437/680,2-3=-454/684,3-4=-454/684,4-5=-437/680 BOT CHORD 1-8=-493/365,7-8=471/366,6-7=471/366,5-6=493/365 WEBS 3-7=-468/233 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. ,1111111111/14_ II;Exp C; i=0.18; directional) erior(2)0-0-0 to 3-0-0, ) -0 to 1-8, (2) 7-11 8 one;ccantilever pleft and righexpo ed;porch dleft andxright exposed;C-C for members/ndOforces&1 MW RS forrreactions6 to , \\Q �. �.. •• shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦,Q\\\•" " E•N S;• �'y2�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ ••"\,� CC`"•, • 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. N O 58126 • 1. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) r. * ;* 1=197,5=197. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ''/ sheetrock be applied directly to the bottom chord. 7..� f/ -J OF ••iti i O"��s• • OR ,OP ' Flit;/0NAV-, • ••%%� Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only wIth MiTek®connectors.This design is based only upon parameters shown,and Is for an individual balding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPi I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 I Job Truss I Truss Type Oty Ply T13054981 14759T0 T44 COMMON SUPPORTED GAB I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:45 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-JVnkabUilpoTOezRGBYi?t HsBUB1 aVzXUnoan6zrrOG 4-11-8 9-7-8 19-3-0 II 4-11-8 I 4-8-0 I 9-7-8 5x6= Scale=1:35.9 6.00 12 8 g 276 201 06/11 � 10 28 3 5 , 11 �. V 12 9 I. V 4�. its 13 w 14 1 : 15 c IN r = N 3X8 II 23 22 21 20 19 18 17 16 3x4 J 3x6= 4x6= 4-11-8 _ _ 19-3-0 4-11-8 14-3-8 Plate Offsets(X,Y)-- [1:0-0-0,0-0-3],[1:0-0-0,0-5-0],[1:0-3-8,Edge],[2:0-1-15,0-0-0],[4:0-0-14,0-1-12],[21:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 2 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.01 3 ri/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):25 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. All bearings 19-3-0. (Ib)- Max Horz 1=121(LC 11) Max Uplift All uplift 100 lb or less at joint(s)21,20,19,18,17,16,1,23 Max Gray All reactions 250 lb or less at joint(s)15,20,19,18,17,16 except 21=382(LC 1),1=306(LC 1),23=303(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-340/359,8-9=-184/299,1-2=-366/233 BOT CHORD 1-23=-153/293,21-23=-203/334 WEBS 5-26=-179/253,25-26=-194/271,24-25=-215/308,21-24=-188/255,4-23=-163/278 NOTES- `,,,1‘111111111.' 1)Unbalanced roof live loads have been considered for this design. `•%' \Q �' 5 A� , i• 2)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=2ft;Cat. �• .�\\ •G•E•N '•••k.9 o, • II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 9-7-8,Comer(3)9-7-8 to • •Q •,•••\,\ `s�`...'V 12-7-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry .. No 58126 Gable End Details as applicable,or consult qualified building designer as per ANSI/1'P!1. •* 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. • O •6)Gable studs spaced at 1-4-0 oc. /40 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •O•'•• S rO F . ' 8This 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 by2-0-0 wide * 9 Ps 9 � ••<\,,,•• P•.'�� % will fit between the bottom chord and any other members. '•.•,c`',(-)..•• 0 R 1 .• G\ •% 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,20,19,18,17, i� S .•• �• 16,1,23. /1 ��O N, •%O. Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 4 -- Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10N3/201S BEFORE USE let Design valid for use only with Mllek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability 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 MiTek 1 is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply ' T13054982 14759T0 T45 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:46 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-niL6nxVK37wKeoYdgv3xYFg0nuQpJ_ZgjRY7JYzrrQF 7-0-0 9-7-8 12-3-0 18-10-0 7-0-0 I 2-7-8 2-7-8 I 6-7-0 5x6= Scale=1:34.8 3 2x4\\ 2x4// 6.00 rff 2 + 4 .5 16 15 4x5',. 5 1 6 1 N c t. d 7T 3x8 II 7x10= 3x6 II 9-7-8 18-10-0 9.7-8 I 9-2-8 - J Plate Offsets(X,Y)— [1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[6:0-3-4,0-4-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.13 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.28 7-14 >818 180 BCLL 0.0 • Rep Stress!nor YES WB 0.26 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-AS Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 6=753/Mechanical,1=753/0-5-8 Max Horz 1=111(LC11) Max Uplift 6=-198(LC 12),1=-198(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1101/390,2-3=-879/365,3-4=-867/361,4-6=-1055/383 BOT CHORD 1-7=-254/918,6-7=-241/880 WEBS 2-7=-343/233,3-7=-273/683,4-7=-2861208 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1111111 0; mph; sf; 2)II;nd:ASCE ExpC;End., =0.18;MWFRS(directional)and C-C 1Exterior(2)0-0-0 to 3-0 0,Interior(1)orr(1')3-0-0 to 7-8,Exterior(2)9-7-8'to Cat. `NO%\Q -' O'RF1',., 12-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •N� ���•••G•E•N s .•5IA�'i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % Q •••\,\ `S -"•• le 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • i will fit between the bottom chord and any other members. No 58126 5)Refer to girder(s)for truss to truss connections. _ *: * 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) X • / 6=198,1=198. -DCC X 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 • 17.53 '.•`• t, 0 E sheetrock be applied directly to the bottom chord. (V ..0 • S'"•••O R 1•p•• 0\ s` ' I11111111'- ‘ Philip J.O'Regan PE No.58126 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 i -- 0 WARNING-Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003201S BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and Is for an individual beNding component,not e use,truss system.Beforse,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with posslale personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avatabie from Truss Plate lnslttute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type j Qty 'Ply 113054983 14759T0 T46 IJack-Closed Girder 1 1 _ Job Reference(optionaah Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:47 2018 Page 1 I D:TMAX81 H HPI TOooR 15bw4u8yBj 1 i-FuvU?H W ygQ2BGy7pOcaA4SN2 Bllp2Vtgy5 Hhs_zrrQE 4-0-0 ----- - 4.0-0 ----- 2x4 Scale:3/4'=1' 3 2 6.00 TIT 1 9 5 itigg JUS24 6x6= 4 JUS24 2x4 I 4-0-0 4-0-0 Plate Offsets(X,Yj [1:0-0-3,0-0-11[1:0-5-0,0-0-3],[1:Edge,0-3-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.08 5-8 >555 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.15 5-8 >302 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP SS except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=736/Mechanical,1=1046/0-5-8 Max Horz 1=81(LC 21) Max Uplift 5=-233(LC 8),1=-261(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0-18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I� 4)Refer to girder(s)for truss to truss connections. �&��,1 I Si,,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ••\\�\Q 3' 0 rR�� /�� 5=233,1=261. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-3-12 from the 4� Q�,• �,\ E N`SSC`•92 left end to 2-3-12 to connect truss(es)to front face of bottom chord. • 7)Fill all nail holes where hanger is in contact with lumber. N O 581 26 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 =.- ; :(r 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 7.- • OF (u Uniform Loads(plf) I.0Ass 4./Vert:1-2=-60,2-3=20,4-6=-20 r. Concentrated Loads(Ib) 't ' •••• 0 R I O•.•�\`••• •Vert:8=-740(F)9=-733(F) '11 s/0 N A�/X. Philip J.O'Repan PE No.58126 MlTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component 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 Inkxy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TP1 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 Oty Ply j T130549841 1475910 T47 Roof Special Girder 1 1 1 iJob Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:48 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-j4TsCdXabkA2t6i?xK5PdgvEOi6NnkBzAl1 EORzrrOD 4-0-0 7-5-10 10.11.4i 14-7-0 17-3-14 I 20-2-8 I 22-10-0 ' 29-10-0 4-0-0 3-5-10 3-5-10 3-7-12 2-8-14 2-10-10 2-7-8 7-0-0 Scale=1:51.4 5x6= 7 5x8 i �41p1111118444444144044444000040144044144..... 2x4// NAILED 0.-5:- 2 NAILED 7x14 MT2OHS= 6 6.00 12 2x4 II4x5= ��2NAILED 3 NAILED4�� no9nnnn21 22 24 -aYn19 N It!nn n� r•n ' Iln nn ' e Ia t. 25 14 26 13 27 28 12 11 10 '- NAILED2x4 I I NAILED 4x10= NAILED5x6= 7x14 MT2OHS= 4x10= 5x6 II 6x6= NAILED NAILED JUS24 4-0-0 7-5-10 10-11-4 14-7-0 20-2-8 22-10-0 29-10-0 4-0-0 3-5-10 I 3-5.10 3-7-12 I 5-7-8 I 2-7-8 7-0.0 Plate Offsets(X,Y)-- [1:0-5-0,0-0-3],[1:0-0-3,0-0-1],[2:0-3.12,0-2-0],[5:0-7-4,Edge],[6:0-3-0,0-2-8],[9:0-0-1,0-0-3],[9:0-0-3,0-5-0],[11:0-7-0,0-3-4],[12:0-3-0,0-2-12], [13:0-4-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.47 11-12 >759 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.83 11-12 >430 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.96 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-4 oc purlins. BOT CHORD 2x4 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. 9-11:2x4 SP No.1 WEBS 2x4 SP No.3'Except* 6-10,6-11:2x4 SP No.2 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1969/0-5-8,9=1536/0-5-8 Max Horz 1=113(LC 24) Max Uplift 1=-654(LC 8),9=-450(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=3454/1162,2-3=-5054/1710,3-4=-5054/1710,4-5=-6373/2102,5-6=-6781/2192, 6-7=-2494/818,7-8=-2495/826,8-9=-2702/842 BOT CHORD 1-14=-973/3010,13-14=-970/3009,12-13=-2019/6373,11-12=-1857/6070, 10-11=-1032/3536,9-10=-657/2327 ,,11111111/s. i WEBS 211=-79014585,6- 0=32174/773,7-108 /2055,8-10=-310/224,6-11=2377/4232 ,%0 s? J. 9 'rs/., NOTES .,,,;(s•.-\G•E•NS• •'.94,• 0i 1)Unbalanced roof live loads have been considered for this design. • i 2)Wind:ASCE 7-10;Vult=10mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. N O 58126 II;Exp C;Enc.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 : * * 3)Provide adequate drainage to prevent water ponding. ; 4)All plates are MT20 plates unless otherwise indicated. -• -fl 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •.� • ,/�r O F •:,,11./ 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •o • V will fit between the bottom chord and any other members. . 'N•• Q'.,•• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) �', (<\ • 0 R 1 s,.•� ' ' • 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 10-11-4 from the left end to connect truss(es)to ' 7,, O N A1- �� ♦ass/ ��``• front face of bottom chord. 11/1111111‘‘‘ 9)Fill all nail holes where hanger is in contact with lumber. Philip J.O'Regan PE No.58126 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. MiTek USA,Inc.FL Cert 6634 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard January 25,2018 „ lilt V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.1 tV03/2015 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 busses and truss systems,seeANSI/TVII Quality Criteria,DSS-89 and BC51 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 Q Ory Ply T13054984 14759T0 147 Roof Special Girder 1 1 ' Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:48 2018 Page 2 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-j4TsCdXabkA2t6i?xK5PdgvEOi6NnkBzAl1 EORzrrOD LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-5=-60,5-7=-60,7-9=-60,15-18=-20 Concentrated Loads(Ib) Vert:2=-44(F)14=-33(F)12=-716(F)21=-44(F)22=-44(F)23=-44(F)25=-92(F)26=-33(F)27=-33(F)28=-33(F) • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Nit Design valid for use only with Mllelai connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mile k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdtable from Tues Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T13054985 14759T0 T48 Roof Special 1 1 ;Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:49 2018 Page 1 I D:TMAX8iHHPIT0ooR15bw4u8yBj 1 i-BH 1 EQyXCM2I uVGHCV 1 ce9tSXv5RpW E76PPmowtzrrQC I 6-0-0 I 11-3-8 16-7-0 I 20-2-8 { 22-10-0 1 29-10-0 6-0-0 5-3-8 5-3-8 3-7-8 2-7-8 7-0-0 Scale=1:51.3 5x6= 5 7x1 ::-...:.- 1.: 6x6= 0� 2x4// 4x5= 6 ..NNiN 6.00FIT2 3 21 18 � Y n cb 1 7 . � n tlti>s �� Ia 11 10 9 8 4x6 I I 2x4 I1 6x6= 6x6= 4x10= 4x6 II 6-0-0I 11-3-8 16-7-0 I 20-2-8 I 29-10-0 6-0-0 5-3-8 5-3-8 3-7-8 9-7-8 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-4-8,0.2-0],[7:0-0-1,0-0-3],[7:0.0-3,0-5-0],[7:0-2-12,0-0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.17 8-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.80 Vert(CT) -0.38 8-17 >946 180 BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1193/0-5-8,7=1193/0-5-8 Max Horz 1=113(LC 10) Max Uplift 1=-313(LC 12),7—313(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2044/705,2-3=-2567/928,3-4=-2667/964,4-5=-1780/654,5-6=-1783/689, 6-7=-1995/707 BOT CHORD 1-11=565/1750,10-11=-563/1754,9-10=-814/2585,8-9=-845/2667,7-8=-518/1704 WEBS 2-10=-298/967,3-10=-407/218,4-8=-1512/594,5-8=489/1386,6-8=-307/202 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,t,I i I f, 0;Vult=130mph mph; ve=4ft; 2) • ll;nd:ASCE ExpC;End.,GCpi=0.18;MWFRS(directional)al)a d C-C1Exterior(2)0-0-0 to 3 0,Interior(1)orr(1)3-0-0 to 6-0-0,Exterior 2)6-0-0 to Cat. �.���\% Si. RA- • 9-0-0,Interior(1)16-7-0 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip %% `�'. •••C,E•N ••�.9 'moi DOL=1.60 Q •••\,� S' '...2 li 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. ... N O 58126 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 Z * . • • * 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) =-fl :CC X 1=313,7=313. ••.J S ��F •. 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 .• /,V sheetrock be applied directly to the bottom chord. ., T • P ''// 'U.S°NAS E `\ 11 i Philip J.O'Regan PE No.58126 M1Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE A11-7473 rev.10/03/2015 BEFORE USE. tilt Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M Mak' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPII Quality Criteria,DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Intomsallon avaltable from Truss Plate institute.218 N.Lee Street.Suite 312,AtexandrIo,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T13054986 14759T0 T49 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:50 2018 Page 1 I D:TMAX8i HHPITOooR15bw4u8yBj 1 i-fTbddlYg7LQl70s0317ti5_aIVofFkOGe2W LSJzrrQB I 8-0-0 13-3-8 I 18-7-0 120.2-8 I 22-10-0 I 29-10-0 8-0-0 5-3-8 5-3-8 1-7-8 2-7-8 7-0-0 Scale=1:51.3 5x6= 7x106x6= 5 2x4 II 2 3 � 2x4 // 6.00 I g lkN19 21 8 17 1 22 n a I 1 7 $ 1 rS. la 10 9 8 4x6 II 2x4 II 7x10= 7x10= 4x6 I I • 8-0-0 13-3-8 20-2-8 29-10-0 8-0-0 5-3-8 I 6-11-0 I 9-7-8 I Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[2:0-4-8,0-2-0],[7:0-0-1,0-0-3],[7:0-0-3,0-5-0],[7:0-2-12,0-0-11] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.15 8-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.33 8-16 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.55 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/1PI2014 Matrix-AS Weight:145 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,7=1193/0-5-8 Max Horz 1=113(LC 11) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1976/671,2-3=-2081/786,3-4=-20801786,4-5=-1749/672,5-6=-1786/670, 6-7=-1997/690 BOT CHORD 1-10=-498/1672,9-10=-496/1677,8-9=-561/1951,7-8.516/1706 WEBS 2-10=0/265,2-9=-163/521,3-9=-335/195,4-9=-87/267,4-8=-1133/494,5-8=-549/1444, 6-8=-305/206 NOTES- 111111111 1) f live ads have been considered for s design. 2)Wind:ASCE anced r7 10;Vulltt=ll30mph(3 second gust)Vasd=10 mph;TCDL=5.Opsf;BCDL=5.Opsf;t1=25ft;B=45ft;L=24ft;eave=4ft;Cat .• ,\P .07i 'I,' II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to �s.�\\ •... .. %..)- •% • • ''9 °i• 11-0-0,Interior(1)18-7-0 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip �� •Q ••••\,\ `SF••.2 /i DOL=1.60 3)Provide adequate drainage to prevent water ponding. N O 58126 • ,. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. : *: ;* 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide — • will fit between the bottom chord and any other members. •- :.-p ; �� : 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 5;" / •F •:tu 1=313,7=313. l� 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 0 ,�• ,1(` P..". • • sheetrock be applied directly to the bottom chord. i,�<• s 0 R k 0,•�\ %• 4''•,S�ONA�' o`� Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M1.7473 rev.100312016 BEFORE USE Design valid for use only with MITeke connectors.this design is used only upon parameters shown,and is for an indMdual buNding 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 I 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/IPI I Quality Criteria,DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instltufe,218 N.Lee Street.Sutte 312,Alexandria.VA 22314. Tampa.FL 33610 • • Job Truss Truss Type Qty Ply T13054987 14759T0 T50 Hip 1 1 ; Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:51 2018 Page 1 ID:TMAX8iHHPITOooR15bw4u8yBj 1 i-7f9?reZSufYckZRadSe6FIXt8v5y_F1 PsiFu?mzrrQA 7-0-0 10-0-0 14-11-0I 19-10-0 l 22-10-0 I 29-10-0 7.0-0 3-0-0 4-11-0 4-11-0 3-0-0 7-0-0 Scale=1:50.4 6x6 11 4x5= 6x6 ii 3 18 19 4 20 21 5 6.00 12 n 2x4\\ 2x4// 2 6 17 • 22 a r: 16 23 1 t 7 ^i T t Io 9 2a 25 6 4x6 II 7x10= 7x10= 4x6 II 10-0-0 19-10-0 29-10-0 10-0-0 i 9-10-0 i 10-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-111,[7:00-1,0-0-3],[7:0-0-3,0-5-0],[7:0-2-12,0-0-11] LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.24 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.41 8-9 >867 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:143 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,7=1193/0-5-8 Max Horz 1=118(LC 11) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1996/733,2-3=-1758/689,3-4=-1538/651,4-5=-1538/651,5-6=-1758/689, 6-7.1996/733 BOT CHORD 1-9=-572/1706,8-9=-505/1687,7-8=-561/1706 WEBS 2-9=-288/238,3-9=-178/572,4-9=-315/159,4.8=-315/159,5-8=-178/572,6-8=-288/238 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. .‘%%1111111111. Wind:ASCE 0;Vult=130mph mph; ve=4ft; t. 2)II;Exp C;Encl.,1GCpi-0.18;MWFRS(directional)onal)a d C-C 1Exterior(2)0-0-0 to3-0-0,30 0,Interior(1)3-0 0 to 10-0-0,Exterior(2)10-0-0 to ,,,:•,, \\„.\Q 3' R�'','• 24-0-15,Interior(1)24-0-15 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `..• •.\\••\G•E•N S••.'9 . grip DOL=1.60 Q •••\, F•••? 3)Provide adequate drainage to prevent water ponding. 4. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 5 81 2 6 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 Z• *:• •:* 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) 7.. -d ; • : 1=313,7=313. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum O•••• S •F :(vim sheetrock be applied directly to the bottom chord. re -<s ?-••• ','',/S'O N A E�``% Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MitekiN connectors.this design is based only upon parameters shown,and Is for an Individual building 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 Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI WC is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-$9 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 TI3054988 14759T0 T51 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:52 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-crjN2_a5fzgTMjOnAAALnW40xJRujfXZ5M?SXCzrrQ9 5-11-14 11.11-6I 17-10-10 I 23-10-2 29-10-0 5-11-14 5-11-8 5-11-4 5-11-8 5-11-14 Scale=1:50.4 6x6 11 6x6 // 3 19 20 21 22 4 l 6.001. 4x5 23 18 4x5 2 5 Ls') 1 CI; rb 17 24 1 6 S 16 '' IC 10 9 8 7 4x6 II 2x4 I I 7x6= 7x6= 2x4 II 4x6 II 5-11-14I 11-11-6 I 17-10-10 I 23-10-2 I 29-10-0 5-11-14 5-11-8 5-11-4 5-11-8 5-11-14 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0.3,0-5-0],[1:0-2-12,0-0-11],[6:0.0-1,0-0-3],[6:0-0-3,0-5-0],[6:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.36 7-8 >981 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.47 7-8 >761 180 BCLL 0.0 • Rep Stress Incr YES WB 0.49 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,6=1193/0-5-8 Max Horz 1=141(LC 11) Max Uplift 1=-313(LC 12),6=-313(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2065/716,2-3=-1647/650,3-4=-1415/630,4-5=-1647/650,5-6=-2065!716 BOT CHORD 1-10=-576/1849,9-10=-576/1849,8-9=-360/1442,7-8=-566/1775,6-7=-566/1775 WEBS 2-9=-531/247,3-9=-59/404,4-8=-59/404,5-8=-531/247 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 01111111 II; 8; FRS(directional)and C-C Exterior(2)0-0-0 o 3-0-0, -0 o 11-11-6, to 22-1 9,Interior(1)22-1-9 to 29 0-0 zone;C-C for members and forces& iMW RS forerea tions s shown;Lumber DOL=1(2)60 plate-0 ,��,\Q - l'i - I,. grip DOL=1.60 •%/1"C\\\•••........ E•N `�1 iii 3)Provide adequate drainage to prevent water ponding. `• •••\,\ SF"•,-1 �. 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 wideN O 5 81 2 6 will fit between the bottom chord and any other members,with BCDL=10.Opsf. r. *: ;* 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=313,6=313. 1 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 • ------/O F �/ Z. sheetrock be applied directly to the bottom chord. r %'C • ••� O P..., S' ••OR,. Cj,�• ','',/S'0NA'����% Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-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 possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSUlPII Quality Criteria,DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Y Job Truss Truss Type Qty Ply 1 T13054989 14759T0 T52 Hip 1 1 i Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:53 2018 Page 1 I D:TMAXBi HHPITOooR 15bw4u8yBj 1 i-42GI FKbj PGoK_tbzkthaKjc7NjIsS951KOk?3ezrtO8 15-10-10 1 7-5-11 13-11-6 14-11-9 I 22-4-5I 29-10-0 7-5-11 6-5-11 0-11-10 6-5-11 7-5-11 0-11-10 Scale=1:53.6 3x6= 5x6= 3x6= 3 4 5 nu' r 6.00 12 17 18 2x4\\ 2x4// 2 6 rib I.:. 16 \ / 19 1 7 vt r� 9 20 21 6 bice= 6x8= 4x6 II 4x6 f 9-11-7 19-10-9 29-10-0 I 9-11-7 I 9-11-2 I 9-11-7 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-3-8,0-2-4],[4:0-3-0,0-3-0],[5:0-3-8,0-2-4],[7:0-0-1,0-0-3],[7:0-0-3,0-5-01,17:0-2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.44 8-9 >805 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.66 8-9 >539 180 BCLL 0.0 • Rep Stress Incr YES WB 0.27 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,7=1193/0-5-0 Max Horz 1=164(LC 11) Max Uplift 1=-313(LC 12),7=-313(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2000/676,2-3=-1779/678,3-4=-1508/672,4-5=-1508/672,5-6=-1779/678, 6-7=-2000/676 BOT CHORD 1-9=-522/1759,8-9=-260/1163,7-8.511/1709 WEBS 2-9=-392/297,4-9=-180/711,4-8=-180/711,6-8=-392/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. .‘0111111/111. ind:ASCE 0;Vult=130mph 2)II;Exp C;Encl.,lGCp1=0.18;MWFRS(directional)and C-C Exterior(2))0-0-0 to3-0-0,3 0,Interior(1)r( 3-0-0 to 13-11-6,Exterior(2)13-11-6 `i' \P "' 9'R ,,,,, to 15-10-10,Interior(1)20-1-9 to 29-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `��� .��\:•\G•E•N S•,C9 �,i� grip DOL=1.60 % •Q ••••�, F•'•2 3)Provide adequate drainage to prevent water ponding. .. • i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 58126 • 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = *: ;• * will fit between the bottom chord and any other members,with BCDL=10.0psf. — 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) :12,1 //i 'Q Z. 1=313,7=313. i J'' ' O F 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 i 0 . �.. - b sheetrock be applied directly to the bottom chord. 'iT• . ‘)s.•*. • ','ii�°./ N A'�� ``% Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10193/2015 BEFORE USE. Design valid tot use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not �1 divi a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate ibis design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the i fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IVI1 Quality Criteria,DSB-89 and BCSt BuBdng Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,filexandrid VA 22314. Tampa.FL 33610 • • {Job 'Truss ITruss Type IQty 'Ply T13054990 14759T0 I T53 ICommon 13 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:54 2018 Page 1 I D:TMAX8i H HPITOooR 15bw4u8yBj 1 i-YEg7Tgb LAawBb 199laCpsx9M_69xBc6sZg UYb4zrrQ7 7-5-11 14-11-0 22-4-5 29-10-0 I— 7-5-11 7-5-5 7-5-5 7-5-11 6x6= Scale=1:52.4 6.00 12 3 lAb 16 7x6 7x6 N 2 4 4%111111111111114111111111111 14 17 1 44444146.1 5 At m.. to r..• 7 18 19 6 =� 6x8= 6x8= 4x6 II 4x6 l i 9-11-7 19-10-9 29-10-0 I I9-11-7 9-11-2 f 9-11-7 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-11],[5:0-0-1,0-0-3],[5:0.0-3,0-5--0] 5:0-2-12,0-0-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.41 6-7 >868 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.61 6-7 >592 180 BCLL 0.0 ' • Rep Stress Incr YES I WB 0.29 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-AS Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1193/0-5-8,5=1193/0-5-0 Max Horz 1=-175(LC 10) Max Uplift 1=-313(LC 12),5=-313(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2011/643,2-3=-1787/648,3-4=-1787/648,4-5=-2011/643 BOT CHORD 1-7=-463/1782,6-7.214/1171,5-6=-463/1721 WEBS 3-6=-175/737,4-6=-426/291,3-7=-175/737,2-7=-426/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. W1111111/1 IIto II;E1p C;End.,7-11 0 zone CCC for members andpi=0.18;MWFRS directional)and C-C forces&MW FRS for reactions shown; )0-0-0 Lumber DOL=11.60 plate grip DOL=E 60rior(2)14-11-0 ,`,,.\ip J, O,R� l,,' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� ��\ GEN �9 '• 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 ♦♦ Q ••\,\ S,1 • �' will fit between the bottom chord and any other members,with BCDL=10.0psf. . • i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 581 26 1=313,5=313. = *: ;* -• 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum * • sheetrock be applied directly to the bottom chord. :-p ; :CC: i/3 • S : i ',, � • ,i` I•ONA .C. •% i � Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 —A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. 1st Deign valid for use only with MITekO 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 kilo the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required 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 I 6904 Parke East Blvd. Safety Information avdiabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job iTruss ITruss Type Qty Ply 1 T13054991 14759T0 'T54 Common 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:55 2018 Page 1 I D:TMAX8i H H P ITOooR 15bw4u8yBj 1 i-000 W gOczxu22DBkMsIj2P8i W FW R LwuF?nKD68XzrrQ6 7-5-11 _ 14-11-0 22-4-5 27-3-10 i 7-5-11 7-5-5 7-5-5 4-11-5 6x6= Scale=1:51.3 6.00 FIT 3 "4411 13 14 756 455 2 4 ��� .* 15 254 II 12 5 r 1ris - 8 16 17 7 6 658= 756= 4x5= 4x6 I 9-11-7 19-10-9 27-3-10 H - – 9-11-7 I 9-11-2 I 7-5-1 ——� Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-0-111 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.42 7-8 >769 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.63 7-8 >521 180 BCLL 0.0 ' ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:138 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1086/0-5-8,6=1086/Mechanical Max Horz 1=162(LC 11) Max Uplift 1=-283(LC 12),6=287(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1790/576,2-3=-1565/580,3-4=-1324/510 BOT CHORD 1-8=-461/1595,7-8—210/976,6-7=336/1113 WEBS 2-8=-431/292,3-8=-176/747,3-7=-60/374,4-6=-1387/435 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. '1 1 1 1 1 l i II;to 177--11 0 zone C Cpl=0.18;MWFRS for members anddfo forces&aI)and C-C MWFRS for reactions shown;Lumber DOL-0-0 to 3-0-0, =11)3-0-0 to 14-11-0,.60 plate grip DOL=1 6orior(2)14-11-0 %%1I \? J. O,R4..-r, ee, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •%,X\\ •• E•N•• •:-9 'ice 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 � Q .••\,� S, . .•4 °•• will fit between the bottom chord and any other members,with BCDL=10.0psf. • i 5)Refer to girder(s)for truss to truss connections. N o 58126 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : * ;* 1=283,6=287. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. - •� ...0, c<‘,..:.. O R ,•p• �.``. .,iss00 'O•iiiN A,• %-� •`•• Philip J.O'Regan PE No.58126 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek�S connectors.this design Is based only upon parameters shown,and is for an individual building component.not . a truss system.Before use,the building designer must 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 MIR*" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 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 j T13054992 14759T0 T55 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:55 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-000WgOczxu22DBkMsIj2P8iSrW WZWuZ?nKD68Xzrr06 4-10-8 9-9-0 1 4-10-8 1 4-10-8 1 Scale=1:18.1 1 5x6= 2 4 11 5x6= 3 • 7 8 5 9 10 4 THD26 THD26 10x12= THD26 THD26 6 4x5= 4x5= 4-10-8 9-9-0 1 4-10-8 I 4-10-8 Plate Offsets(X,Y)-- [1:0-3-0,0-1-8],[3:0-3-0,0-1-8],[4:Edge,0-1-12],[6:0-0-0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.16 5-6 >721 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:110 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6.2539/Mechanical,4.2483/Mechanical Max Uplift 6=-761(LC 4),4=-745(LC 4) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1621/530,1-2=-5351/1587,2-3=-5351/1587,3-4=-1623/531 BOT CHORD 5-6-134/426,4-5=-131/418 WEBS 1-5=-1513/5127,2-5=-282/301,3-5=-1516/5136 NOTES- 1)2-ply truss to be connected together with 10d(0.131•x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ,1111111, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ``,�1 I /7i 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL�.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �� �P RF �., II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �‘N 1\\'•(',•E•N ••• Q'9 'moi 4)Provide adequate drainage to prevent water ponding. ` Q ••••.. SF••.2 1� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideN 0 58126 will fit between the bottom chord and any other members. : *: ;* 7)Refer to girder(s)for truss to truss connections. — = 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -0; >/ = 6=761,4=745. �4' • 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-12 from .0 / iL the left end to 7-9-12 to connect truss(es)to back face of bottom chord. , . P ' � 10)Fill all nail holes where hanger is in contact with lumber. �!,, •••4 0 A 1C). C\`%% 1))Dead LOACASE(S)RooLiveandard(balanced):Lumber Increase=1.25,Plate Increase=1.25 •,,''4LS'S I11111i 1�`,`` Uniform Loads(plf) Philip J.O'Repan PE No.58126 Vert:1-3=-60,4-6=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:7=-1066(B)8=-1066(B)9=-1066(B)10=-1066(B) Date: January 25,2018 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE hu Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing Indicated is to prevent 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,seeANSU1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Inlotmalon avdlabie from Truss Plate Institute.218 N.Lee Street,Sulfe 312,Alexandria,VA 22314. Tama.FL 33610 Job I Truss Truss Type IOty Ply T13054993 14759T0 T56 �Common Girder 1 n 1 I I L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:57 2018 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj 1 i-ypW G5heDTVImSUukzj I W UZnsXK8eOx71 FeiDC PzrrQ4 4-11-14 9-11-7 14-11-0 19-10-9 24-10-2 29-10-0 -- 4-11-14 -�- 4-11-9 4-11-9 I 4-11-9 i 4-11-9 4-11-14 6x6= Scale=1:56.5 4 6.00E14- w 4x5 i 4x5 3 5 6x6 6x6 • .. 2 6 !r\ /4: � 1 7 C 11 10 18 19 9 8 20 =' 4x5= 8x10= 8x10= 4x5- THD26-2 6x6= 6x6= 5-11_13 11-11-4 - 17-10-12 23-10-3 29-10-0 5-11-13 5-11-8 5-11-8 5-11-8 5-11-13 Plate Offsets(X,Y)-- [1:0-0-0,0-2-1],[7:0-0-0,0-2-1],[9:0-5-0,0-4-8],[10:0-5-0,0--4-8] LOADING(psf) SPACING- 2-0-0 , CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.11 8-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.20 8-17 >999 180 BCLL 0.0 * Rep Stress Incr NO W8 0.40 Horz(CT) 0.01 7 n/a n/a . BCDL 10.0 Code FBC2017/TP12014 Matrix-MS 1 Weight:369 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD 2x6 SP SS`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9-10:2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1396/0-5-8,7=3509/0-5-0 Max Horz 1=175(LC 7) Max Uplift 1=-375(LC 8),7=-1022(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2522/698,2-3=-2420/736,3-4=-2072/699,4-5=-2228/747,5-6=-4105/1251, 6-7=-4183/1210 BOT CHORD 1-11=-561/2195,10-11=-442/1937,9-10=-282/1552,8-9=-568/2350,7-8=-1033/3739 WEBS 4-9=-327/1055,5-9=-1189/470,5-8=-637/2090,6-8=-368/212,4-10=-207/687, 3-10=-443/261,3-11=-139/342 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,,,1 1 1 1 u u 1,SII Top chords connected as follows:2x4-1 row at 0-9-0 oc. ,0 II Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. ,•• \�\V so �' R� II,� Webs connected as follows:2x4-1 row at 0-9-0 oc. •� I 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 ;• Q?.'•\C E•N S�...92.,o, 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. N O 58126 • 4)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. r. * .* II;Exp C;End.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;-o 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 wideii � /O F (V will fit between the bottom chord and any other members,with BCDL=10.Opsf- I. '" S (V, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ..• .c."" O .•• .l•* •• 1=375,7=1022. �i R. ' • �• � 8)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 27-5-2 from the left end to connect truss(es)to Iib"5, •"""""�� `�• back face of bottom chord. et Q/ N A',,`�s' 9) Fill all nail holes where hanger is in contact with lumber. Philip J.O'Regan PE No.58126 LOAD CASE(S) Standard MtTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-4=-60,4-7=-60,12-15=-20 January 25,2018 J a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. mit 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 possbie 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. Safety Information available from Truss Elate Institute,218 N.Lee Street.Suite 312,Nexarxdrla,VA 22314. Tampa.FL 33610 O - Job Truss Truss Type Qty Ply 713054993 14759T0 T56 Common Girder 1 2 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:57 2018 Page 2 I D:TMAX8iHHPITOooR 15bw4u8y8j 1 i-ypW G5heDTVImSUukzjIW UZn5XK8e0x7IFeiDCPzrrQ4 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:20=-2519(B) • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekQ)connectors.this design is based only upon Ixtr•dnieters 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 Ns design Into the overall briding design. Bracing Indicated Is to prevent buckling of Indlvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,OSB-$9 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 Qty Ply i T13054994 14759T0 T57 Roof Special Girder 1 A L I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:58 2018 Page 1 ID:TMAX8iHHPITOooR 15bw4u8yBj 1 i-Q?4eJ l erEpQd4eTwXQHl1 nKzkkVD7GXRU ISmkszrrQ3 7.5-11I 14-11-0 I 22-4-11 27-6-10 I 33-8-0 7-5-11 7-5-5 7-5-11 5-1-15 6-1-6 Scale=1:60.3 5x6= 6.00 I12 3 1 6x8 4 4x5 2 6x6= 7x14 MT2OHS= 5 6 u1 i yMINIIIIM ewe u> 111111111.6 ei 11 10 9 8 7 3x8 I I 2x4 I I 7x10= 8x12 MT2OHS= 8x12 MT2OHS= 5x6= THD26-2 7-5-11 14-11-0 22-4-11 27-6-10 33-8-0 7-5-11 7-5-5 7-5-11 5-1-15 I 6-1-6 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[6:0-5-8,Edge],[7:Edge,0-2-12],[8:0-5-8,0-4-12],[9:0-6-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.35 8-9 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.64 8-9 >622 180 i MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina NO WB 0.90 Horz(CT) 0.09 7 n/a n/a 1 BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:372 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, 5-6:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. 7-9:2x6 SP SS WEBS 2x4 SP No.3*Except* 6-7,5-9:2x6 SP No.2,6-8:2x4 SP No.1 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=3378/0-5-8,1=1760/0-5-8 Max Horz 1=164(LC 7) Max Uplift 7=-978(LC 8),1=-479(LC 8) FORCES. (Ib)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3188/892,2-3=-2645/817,3-4=-2649/816,4-5=-5601/1615,5-6=-12104/3511, 6-7=-2957/898 BOT CHORD 1-11=-750/2761,10-11=-752/2759,9-10=-1378/4913,8-9=-3534/12166,7-8=-216/726 WEBS 2-11=0/252,2-10=-636/302,3-10=-503/1850,4-10=-2995/963,4-9=-577/2299, 111 11111 5-9=-7466/2223,5-8=-945/555,6-8=-3388/11697 ``` 1 P J. O,All/',, \.\ . Fc % NOTES- % ••........., -- Q'9 Ii 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Q ,••\,\ `SF�•,4 Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. • i Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. • N 0 5 81 2 6 Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 8-5 2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered r. * * at 0-9-0 oc. 4 - 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 =-O ; /�j ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • • ' •.%i• OF 3)Unbalanced roof live loads have been considered for this design. O , ••(v 4)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. *.,•• -•'-•'. •A. O P,. .`� II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,� .... O R \ `‘ 5)Provide adequate drainage to prevent water ponding.6 �j ss �� 7)All Thisittrruss has been desare MT20 igned for a 10.0 psf bottomunless otherwise led. chord live load nonconcurrent with anyother live loads. ���r iO IN Al ���� 0. 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 Philip J.O'Regan PE No.58126 will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6904 Parke East Blvd.Tampa FL 33610 7=978,1=479. Date: 10)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 27-5-2 from the left end to connect truss(es) January 25,2018 to front face of bottom chord. me Qa iiiNgiRtn.-v* ffelen parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MITek19 connectors.lilts design is bused only upon parameters shown-and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi e k Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety InfonnatIon available Born Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tama,FL 33610 • 4 Job Truss Truss Type Qty Ply II T13054994 14759T0 T57 Roof Special Girder 1 A L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:58 2018 Page 2 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-Q?4eJ1 erEpQd4eTwXQHl1 nKzkkVD7GXRUISmkszrrQ3 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,5-6=-60,7-12=-20 Concentrated Loads(Ib) Vert:8=-2463(F) • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8/8.7473 rev.10,03/2015 BEFORE USE �t Design valid for use only with MITeke connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. AdditIonal temporary and permanent bracing Mire 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,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Salary Inlomsatton avallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 r Job Truss Truss Type Qty Ply TI3054995 14759T0 T58 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:16:59 2018 Page 1 I D:TMAX8iHHPITOooR 15bw4u8yBj 1 i-uCeOW N fU?6ZUi o2758o_Z_sA_7rHsj_biyBJHlzrrQ2 7-5-11 14-11-0 22-4-5 25-10-4 29-7-6 33-8-0 7-5-11 1 7-5-5 1 7-5-5 I 3-5-15 I 3-9-2 1 4-0-10 1 Scale=1:58.8 7x10= 6.00 P 3 /\ 3x4\\ 17 18 3x4 \\ 3x4\\ 4x5 7x6 3x4 2 4 • � = 2x4 11 7-50 4x6— N 16 1l7 AS h , n n 1 :110( n N 12 11 10 9 8 4x6 11 4x5= 716= 6x6= 4x5= 5x6= 1 7-5-11 1 14-11-0 22-4-5 25-10-4 33-8-0 7-5-11 7-5-5 7-5-5 3-5-15 7-9-12 Plate Offsets(X,Y)— [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,[1:0.2-12,0-0-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.22 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.79 Vert(CT) -0.42 11-12 >953 180 BCLL 0.0 • Rep Stress!nor YES WB 0.95 Horz(CT) 0.12 8 rl/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-AS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-2(4-11); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1341/0-5-8,1=1341/0-5-8 Max Horz 1=156(LC 11) Max Uplift 8=-355(LC 12),1=-349(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2332/715,2-3=-2332/885,3-4=-1763/616,4-5=-2864/887,5-6=-3397/1006 BOT CHORD 1-12=-629/2002,11-12=-388/1474,10-11=-765/2535,9-10=-1024/3446,8-9=-660/2006 WEBS 2-12=-451/321,3-12=-343/808,3-11=-136/818,4-11=-1196/445,4-10=-128/708, 5-10=-1075/309,5-9=-784/285,6-9=-410/1649,6-8=-2258/765 NOTES- `` ``11 jl1 /,l ' 1)Unbalanced roof live loads have been considered for this design. �� 11i 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=itt;Cat. `� \Q R� ij 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 14-11-0,Exterior(2)14-11-0 .% s•) •G•E,N ••••' -1,',� to 17-11-0,Interior(1)25-10-4 to 33-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �� • \ `S•• i grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. • N 0 58126 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. —_-p ; 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . , '/•#-/'::".-11 F 8=355,1=349. 13,' L• 1V This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and 1/2"gypsum 7) g q PP� � • .• •• O R 1 ‘1"..".Z � sheetrock be applied directly to the bottom chord. 0 e� .•••••�•' �\�� .,tSS,;o N A' �1``. 11 Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE �1 Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall '., bding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M(lT e k Is always required for stability and to prevent collapse with posstbie 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,DS8-09 and BCSI BuNdIng 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 T13054996 14759T0 T59 Roof Special 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:00 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-NOBPjjg6mQhLJydJerJD6CPLkXBnbBpkxcxtpkzrrQ1 7-5-11 14-11-0 22-4-5 24-10-4 28-10-14 1 32-11-8 -810 7-5-11 I 7-5-5 7-5-5 I 2-5-15 I 4-0-10 4-0-10 0-8-8 Scale=1:59.8 7x10= 6.00 12 3 1 3x4 \\ INI 18 19 3x4\\ 3x4 \ 4x5 7x6 i 3x4\\ 2 4 2x4 I I ee ` 67x6= 2x4 I I 7x6 5 6 8 17 N i 20 I sr 05 ',.-S 1 ,..).."1••••••_00°°' N r40 sts 13 21 12 11 10 9 4x6 I 4x5= 6x6= 6x6= 4x10= 5x6= 7-5-11 14-11-0 22-4-5 28-10-14 33-8-0 7-5-11 I 7-5-5 I 7-5-5 I 6-6-9 I 4-9-2 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3],[1:0-0-3,0-5-0],[1:0-2-12,0-11],[9:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.21 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.41 12-13 >985 180 BCLL 0.0 • Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-1-2(4-12); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1341/0-5-8,9=1341/0-5-8 Max Horz 1=154(LC 11) Max Uplift 1=-348(LC 12),9=-356(LC 12) FORCES. (ib)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2333/717,2-3=-2333/887,3-4=-1762/620,4-5=-2852/892,5-6=-1951/624, 6-7=-1951/624 BOT CHORD 1-13=-634/2003,12-13=-394/1473,11-12=-772/2540,10-11=-945/3051,9-10=-99/282 WEBS 2-13=-451/321,3-13=-342/810,3-12=-140/813,4-12=-1203/445,4-11=-129/714, 5-11=-756/262,5-10=-1337/411,6-10=-288/202,7-10=-618/2029,7-9=-1270/473 NOTES- 1) 1)Unbalanced roof live loads have been considered for this design. `♦♦♦s1\'........0'6,�C�'i,� 2)Wind:ASCE Il;Exp C;Encl.,10;Vult=130mph GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 gust)Vasd=101mph; to 3-0-0,Interior(1)orr(1)3-0-0 to 14-11-0,Exterior(2 14-11 0 z♦♦ \CEN' ' -14,•i°'• to 17-110,Interior(1)24-10-4 to 32-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate N O 5 81 26 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 -O •• •/'� ' 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(t=1b) 1.O i" O F •��; 1=348,9=356. i T•• 'c V"••••• 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 �'I•,_ •••• 0 R 1 .• ��`♦• sheetrock be applied directly to the bottom chord. �ss'�O N AL��♦♦♦ -iilliitios- Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 -- a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M5-7473 rev.100312015 BEFORE USE Design valid lot use only with MITeke connectors.this design Is based only upon parameters shown,and is for an individual building component,not NIB a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required tor stability and to prevent collapse wilts 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-139 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 i Truss Type • ' i Qty Ply TI3054997 14759T0 T60 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:01 2018 Page 1 ID:TMAX8i HHPITOooR15bw4u8yBj1 i-ralnx3hkXkpBx6CVCYgSfPyYCxZgKe5uAGgQLBzrrQO 9-7-91-11-0 1 3-3-0 1 8-6-4 12-6-14 16-7-8 19-4-0 0-7-0 1-4-0 1-4-0 5-3-4 4-0-10 4-0-10 2-8-8 5x6= Scale=1:48.9 2x4= 3x4 112 1 2x4 II et 3 2x4 II _ �,' yy4 20 3x4 z,.---6.°°112 �1` 5 6 4x10 15 "i6 17 18 �` 6x6= 6x6 // \� 4x5= j .: 4 11 2x4 !i 2x4 �rI! J1 NM/41111NI11111h1. I 4x5= 7x10= 4x10= 2x4 11 8-6-4 16-7-819-4-0 i- 8 6-4 i 8-1-4 1 2-8-8 1 Plate Offsets(X,Y)__ L6_0-6-4,0-2-01[13:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.57 Vert(LL) -0.14 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.28 13-14 >813 180 BCLL 0.0 * Rep Stress Incr YES 1 WB 0.85 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 1 Matrix-AS Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* JOINTS 1 Brace at Jt(s):16,18 6-15:2x4 SP No.2 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE REACTIONS. (lb/size) 11=749/0-5-8,14=730/0-5-8 OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND Max Horz 14=-190(LC 12) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY Max Uplift 11=-161(LC 9),14=-231(LC 12) GABLE END DETAILS AS APPLICABLE,OR CONSULT Max Gray 11=749(LC 22),14=730(LC 1) QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-1144/257,7-8=-944/182,8-9=-479/183,9-10=-565/168,10-11=-742/222 BOT CHORD 13-14=-37/573,12-13=-216/855 WEBS 7-13=-674/218,8-12=-524/159,10-12=-139/640,6-13=-242/872,6-14=-732/307 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 01 1 1 11/ 11. II;to 19-2-4 zone;C-C Por membersi=0.18; tand forcesS lonal)and C-C&MW FRS for reactions shown;Lumber DOL=1 0)plate griplDOL81 60erior(2)16-7-8 ,`0%\i) J. ',RFfe.,, 3)Provide adequate drainage to prevent water ponding. �• •2•\\.•'GEN �-T ''.. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �, Q ;•\,\ ° •.2 0� 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. N O 581 26 • 1. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except()t=lb) *: .* 11=161,14=231. — — 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum =-13 sheetrock be applied directly to the bottom chord. -53 :• OF 44/ Philip J.O'Regan PE No.58126 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mliek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not legi a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Wilding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mifek' Is always required for stability and to prevent collapse with possbie personal knlray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see-ANSI/1911 Quality Criteria,DSB-89 and BCSI 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 T13054998 i 14759T0 j T61 I Roof Special 1I 1 I I i j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:02 2018 Page 1 I D:TMAX8i HH PITOooR 15bw4u8yBj 1 i-JnJ98PiM I 1 x2ZGnimGLhBdUnwL_3821 OwQ_tdzrrQ? 5-6-9 10-11-7 16-6-0 19-4-0 5-6-9 5-4-13 5-6-9 2-10-0 Scale=1:32.9 4x5= 2x4 1 7x10= 6.00[12 6x6 II 1 11 2 12 3 13 14 4 I ° [ 1 4x5 5 1 a v a ao N 9 8 7 2x4 7x10= 2x4 I I 4x10= 6 2x4 1 . 5-6-9 10-11-7 16-6-0 19-4-0 II 5-6-9 5-4-13 5-6-9 — 2-10-0 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.04 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.07 8-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.48 Horz(CT) 0.02 6 rVa rVa BCDL 10.0 Code FBC2017/TPI2014 I Matrix-AS Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=762/0-5-8,6=762/0-5-8 Max Horz 10.56(LC 12) Max Uplift 10=-302(LC 8),6=-214(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-709/323,1-2=-814/318,2-3=-814/318,3-4=-500/234,4-5=-585/220, 5-6=-743/281 BOT CHORD 8-9=-328/973,7-8=-328/973 WEBS 1-9=-378/967,2-9=-339/256,3-7=-582/235,5-7=-207/657 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=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 16-6-0,Exterior(2) 16-6-0 to 19-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. `v,t l tI t'i l i i Ii 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,0 ,,� 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 `•0 \Q J' O rRE- 'ie will fit between the bottom chord and any other members. �• `�•�\ •G E•N '9 �, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) � ' ,•'\,1 ` .. 1,2 *• 10=302,6=214. • i 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsumN O 581 26 • sheetrock be applied directly to the bottom chord. Z * ; i. ::::-.1:0, .:; i..:44:41:::::: i.'it/•10 N A1%10%%%' Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. itff Design valid for use only with MITekS connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is To prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and 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 C 4 Job Truss Truss Type Qty Ply 713054999 14759T0 T62 Hip Girder 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:04 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-F9RvZ5jcgfBmoZw4thN9G2a4g8YAX8GKsEv4xVzrrPz 7.611 5.1-11610-3 7-2-7 9-3.3 14-4.14 5-1-11 I 1-8-9 0-4-4I 1-8-9 I 5-1-11 I 0-4-4 7.07 12 4x10= Scale=1:42.4 NAILED NAILED NAILED NAILED 20 4 21 NAILED 7x10 3 4'�•�r�5 7x10:� NAILED 19 t4 .t1U�1 22 10.00,12 i �1 IL AILN6 :i . 1 2 7 \ o, &it pail 10 23 9 24 8 rli 5x12 I I 2x4 I I 4x10= 2x4 I I 5x12 II 5x6. Special NAILED Special 5x6- 7fbA1LED 5-1-11 if-2-7 9.3.3 14-4-14 5-1-11 l 1-8-9 0-4-4 I 1-8-9 I s1-11 I 0-4-4 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[7:0-8-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.09 9-10 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.24 Horz(CT) -0.06 7 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MS Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 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=853/0-5-8,7=853/0-5-8 Max Horz 1=-161(LC 6) Max Uplift 1=-574(LC 8),7=-574(LC 8) Max Gray 1=908(LC 30),7=908(LC 29) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1077/750,3-4=-835/713,4-5=-835/713,5-7=-1076/750 BOT CHORD 1-10=-558/810,9-10=561/808,8-9=-513/772,7-8=-508/772 WEBS 4-9=-331/404 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. �111111/i 11;Exp C;Enc.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ‘01 `1�f �k�1, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %%• \P J. R,. -e 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 . s'<\ .,\ ••G•E•N ••"-9,/_°#e will fit between the bottom chord and any other members. Q •••\,\ `s ‘‘••• i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N O 58126 1=574,7=574. ► 6)'NAILED"indicates 2-12d(0.148-x3.25')toe-nails per NDS guidlines. . *: 1* - 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)81 lb down and 62 lb up at = ' 4-9-12,and 81 lb down and 62 lb up at 9-5-10 on bottom chord. The design/selection of such connection device(s) — "0 is the — � � : responsibility of others. C(/ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• O F LOAD CASE(S) Standard �',, <\.c.)..* • 0 R I AN O P••\' ' ••..•• C�%% 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ',j S \ `• Uniform Loads(plf) hl ,�O N A\ ��0 Vert:1-3=-60,3-4=-60,4-5=-60,5-7=-60,11-15=-20 Concentrated Loads(Ib) Philip J.O'Regan PE No.58126 Vert:5=-47(F)10=-38(F)3=-47(F)8=-38(F)20=-116(F)21=-116(F)23=-75(F)24=-75(F) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 946.7473 rev.1003/2016 BEFORE USE. jot Design valid for use only with MiTek®connectors.This design Is hosed only upon paramelers 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 NIA' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadtrtg the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSl/1Pl I Quatily Criteria,DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Su Ite 312,Alexandria.VA 22314. Tampa.FL 33610 a Job Truss Truss Type !Qty Ply T13055000 14759T0 1V01 Valley :1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:04 2018 Page 1 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-F9RvZ5jcgtBmoZw4thN9G2aBf8jeXB4Ks Ev4xVzrrPz 1-10-8 3-9-0 1-10-8 1-10-8 3x6= Scale=1:7.4 2 6.0012 3 d / O o :i0•::'.'.:::i i i?Oi i'i Kvev 00•i'Oi'i•veeeevv v i i i i i i i i i i ei i O:sO•Oi i'OOOOom44i i i i i i i i i�i i i�i i•O'i i Oi'i0'•�•44a,• •:444:4 444:•OOJ•i•�'DO Oiii i40•i❖.'i44444 4 4 4 44:' 4:4 4•i4 4•i'ii•000Oi•.•Oi'iii 4•. i i•i i i Oi'•01 0004• i::••:::�••••••••����•••••�•�••••••••��••••���•••�•••••p�••��••��•••••�•••�•�••••�••04000400000000040000�• ••• ••• • ••••••••4•••••0000.000•.•00.0••••0000000•••0000.•00••00000.00.0••••000••O•••.•00•••0•••0••••••••0000•�0.O•••00.0••• 2x4 i 2x4 0-0 8 3-9-0 0-0-8 3-8-8 _ Plate Offsets(X,Y)-- 12:0-3-0,Edge1__ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=100/3-8-0,3=100/3-8-0 Max Horz 1=15(LC 11) Max Uplift 1=-26(LC 12),3=-26(LC 12) FORCES. (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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=-241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(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 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. ,011111111111. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. J. , � , No 58126 *: :* ' O F '4C/ �5•1OR1p.• lit• �� Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ht Design valid for use only with MiTek/3 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the braiding designer must verity the applicability ility 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,DS8-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tanga.FL 33610 k t IJob ,'Truss Truss Type Qty Ply TI3055001 14759T0 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:05 2018 Page 1 ID:TMAX8iHHPIT0ooR15bw4u8yBj1 i-jM?InRkEbyJdQjVHROvOpF6JFY2sGebT5ueeTyzrrPy 4-4-0 8-8-0 4-4-0 4-4-0 Scale:3/4'=1' 4x5 I I 2 7 6.00 12 6 I . 5 3 10 o a / 6 ............ . . . .... ... . .•.• '• •.• .. ..•. .•.•. •.•. •.• ••• .•• ..•.• .•.•❖..❖.::.:.•:::•:.:..;.;.;.;..;..;.;..;.;...;..;.;....-....� *o o 4 2x4 - 2x4 2x4 0-0-8 8-8-0 0-0-8 8-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=150/8-7-0,3=150/8-7-0,4=292/8-7-0 Max Horz 1=44(LC 11) Max Uplift 1=-56(LC 12),3=-56(LC 12),4=-43(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-4-0,Exterior(2)4-4-0 to 7-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 111111 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. ,;\P J O,�iI�,,, QNZ.• GENS• • • No 58126 �'. F• •` p OR � \ ,�G�`�` opt 4•5.1„,. N A' ,t `oNNNS Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10193/2015 BEFORE USE. tint 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 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,Nexandrla,VA 22314. Tampa.FL 33610 4 Job I Truss Truss Type Qty Ply T13055002 14759T0 V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:06 2018 Page 1 I D:TMAX8i H H PITOooR 15bw4u8yBj 1 i-BYZg_mItMGRU 1 t4T?6QdMTtVgy01?5adJYOB?OzrrPx 2-4-0 4-8-0 2-4-0 2-4-0 3x6= Scale=1:8.7 2 6.00 FIT 3 1 a / a 6 'o � :::::❖:❖:❖:•::•.❖.❖:•:❖:❖:•:•:❖:•:'::::'::❖:❖:•:❖.•.•.❖.•.•.❖.•.❖.❖.•.•:❖.•.•.•.•.•. � •i i iii•�i ii'iiiiiiii'ilii.•.'.•.❖.'.•.•.•.: •.•.•.❖ii•.•.❖�•�•.•�•�•�•.i••••••:••:::••••••::•�•�•••�•�•i•�••••••'••••••••••••.•1:••••••:•••••�:••••••••'•'•••••••••••••::••••••:'�•�•••� •••i•:�L•:i iii i•Pi ii POiiii ii.•O•i0•�O•Di ii i••O�•Odi•�•O�•�•00�00•0�ii0 i i i i i•�•�i i•�i iii•�•00�0•ODd�•DOd�i i i ii•000�0•00�000 ii0 ii0•�i01 ii'�•00� 2x4 2x4 0-018 4-8-0 0-0,8 --- - - - 4-7-8 - - --- -- - Plate Offsets(X,Y)-- [2:0-3-0,Edge]_ LOADING (psf) SPACING- 2-0-0 CS). DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=136/4-7-0,3=136/4-7-0 Max Horz 1=-20(LC 10) Max Uplift 1=-36(LC 12),3=-36(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opst;h=25tt;B=4511;L=24f1;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 20.0psf 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. I I I t u 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. •%%"\c, 'J , I,,,, ` e . \GENS• •14/ , No 58126 • S /-,' OF 'L/ .I . • e, ss'O N A� -�N% Philip J.O'Regan PE No.58126 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE MA-7473 rev.10/13/20/5 BEFORE USE. mit Design valid for use only with MiTek)connectors.this design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Sheet,Butte 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss !Truss Type I,Qty Ply T13055003 114759TO VO4 !Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:06 2018 Page 1 I D:TMAX8i H HPITOooR 15bw4u8yBj 1 i-BYZg_mitMGR U 1 t4T?6QdMTfVryPv?5adJYOB?OzrrPx 4-2-0 4-2-0 Scale=1:7.9 2 3.00 12 2x4 I 1 , s � .:::i i i ilii•�•ii•.'�•.::::::::•.•i❖iiiiii•�::'.::::::•.•.:iiiiiii•.'.'�•.:'.•.::•.'.•i'iii•�•�•.'.'.•.'.::::i i•��•�'�•�•�'�•�'���•�'i i i i i i��'�•�•�'�'���•�'�'� •:::::�••��••••��•••��•••���•••••••••��••••��••••••••••••��•��••••�••••••••••••••••�••••�•iiii00�•�00'�P0�1'iiii•i••O�'�OJPJJ ! !!,i! W! Oi!"Ji n•S!"!"!i•Oi!..W.i•Oi '14. V.W Oi•O.!"!...'.'.'.%:•!•�•�•�'e�•�•�•�%•M•�i i"!"M•!"1W PA•i i i i••i OPPO• _•_•.•.•.•_�_•-!i_�_�_•_e���•_�•_•_•_•_�_�_•_•_•_•_•_��.•_�•_�•_•e_•_•_•_•_�_�_•-•.•.•_eee�_�_eeee�•_�_•.•_•_•.•.•.•_•_•_•_�•_�•_����•-•.•_•_�_•_•.•!i Qi•!�!e'•!QQ�l�I�IQQQW.4•!..W.•l.M.S. 3 354; 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BOLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 i Code FBC2017/TPI2014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=111/4-1-0,3=111/4-1-0 Max Horz 1=32(LC 8) Max Uplift 1=-31(LC 8),3=39(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(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;Enci.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. .00111111'1i. 0"\? O'R "el • �•`• Q�2\:••r. • -9 •• • No 58126 • • CC Z -33.• O F • cJ ." . �S o ‘NN N A�E� 1,1 Philip J.O'Regan PE No.58126 MfTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MITekyir connectors.This designs based only upon parameters shown,and Is for an Individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members oily. Additional temporary and permanent bracing MIR*. Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPI1 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 ICity Ply 713055004 14759T0 V05 I Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 25 10:17:07 2018 Page 1 I D:TMAX8i H HPITOooR 15bw4u8yBj 1 i-fk72B61 V6aZLf 1 ffZpxsugChcM mwkYumYC 71YgzrrPw 3-9-4 5-14 3-9-4 1-4-0 2x4 ii Scale=1:13.9 3 6 6.00112 II2x4 2 LP N I 1 Ia ■ --,- :__I .•.. •• Jto -•.•.•.•• •••.....:❖:❖:❖:❖.❖.❖.•:••.... :.❖.•*:•:•:❖:❖:•:•::...❖••••:•:❖:•:••:::. . ❖:•: • 5 4 2x4 2x4 I 2x4 LOADING (psf) SPACING- 2-0-0 , CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a rVa I BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=72/5-0-12,4=26/5-0-12,5=185/5-0-12 Max Horz 1=73(LC 12) Max Uplift 4=-11(LC 12),5=-72(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-5-1 to 4-5-1,Interior(1)4-5-1 to 4-11-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5. .0‘1111111.11.1 �•`QN<N • ' 'GE•NS ;/4"•, No 58126 ...::..33....:.t.: F.0%.**..iz;0; Philip J.O'Regan PE No.58126 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 25,2018 and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101732015 BEFORE USE. I mit ,nnectors.this design Is based only upon parameters shown,and is for an Individual building component,not esigner must verity the applicability of design parameters and properly incorporate this design into the overall event buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 1 collapse with possible personal Injury and property damage. For general guidance regarding the acing of trusses and truss systems,seeANSI/lPt I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. titute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION /4 3 " Center plate on joint unless x y 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. I Damage or Personal Injury En= Dimensions are in ft-in-sixteenths. •lithi, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system.e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 13-1/1a. 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I �� 1A111111PEIlte 20bracing should be considered. C■_ 3. Never exceed the design loading shown and never A i (.3 stack materials on inadequately braced trusses. 19 O c:5 F- design 4. Provide copies of this truss design to the building ci„ cr,7 For 4 x 2 orientation,locate n ger,erection supervisor,property owner and plates 0 'as" from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. 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 MiTek 20/20 NUMBERS/LETTERS, software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. I PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size.orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that it Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTela All Rights Reserved approval of an engineer. 41.110 reaction section indicates joint 111111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MIN e 18.Use of green or treated lumber may pose unacceptable 1.--- environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal III. 1119.Review all portions of this design(front,back,words Plate Connected Wood Truss COnStrUCtion, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, le"mil ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015