Loading...
1678 ATLANTIC BEACH DR - TRUSSES r 441. mitLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE, COPY RE: 14910T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: . Model: Terrano Tampa,FL 33610-4115 Lot/Block: 085 Subdivision: Atlantic Beach Address: 1678 Atlantic Beach Dr., . 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 72 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 T12978751 CJO2 1/17/18 18 T12978768 F05 1/17/18 2 T12978752 CJO3 1/17/18 19 T12978769 F06 11/17/18 3 T12978753 CJ12 1/17/18 20 112978770 F07 j 1/17/18 4 T12978754 CJ22 1/17/18 21 T12978771 F08 j 1/17/18 5 T12978755 CJ32 1/17/18 22 T12978772 F09 11/17/18 6 T12978756 EJ02 1/17/18 23 T12978773 F10 j 1/17/18 7 T12978757 EJ03 1/17/18 24 T12978774 F11 1/17/18 8 T12978758 EJ04 1/17/18 25 T12978775 F13 1/17/18 9 T12978759 EJ05 1/17/18 26 T12978776 F14 1/17/18 10 T12978760 EJ06 1/17/18 27 T12978777 FG01 1/17/18 11 T12978761 EJ12 1/17/18 28 T12978778 FGO2 1/17/18 12 T12978762 EJ22 1/17/18 29 T12978779 FG03 1117/18 13 T12978763 EJ32_ 1/17/18 30 T12978780 FT01 1/17/18 14 T12978764 F01 1/17/18 31 T12978781 J01 1/17/18 15 T12978765 F02 1/17/18 32 T12978782 J02 _1/17/18 16 T12978766 F03 1/17/18 33 T12978783 101 1/17/18 17 T12978767 F04 1/17/18 34 T12978784 102 1/17/18 The truss drawing(s)referenced above have been prepared by MiTek •.0% QUIN USA, Inc. under mydirect supervision based on theparameters %t` OP• ..•••.. P `. �,.� CENS ••• provided by Building Component Supply. • Truss Design Engineer's Name: Velez, Joaquin * No 6818, My license renewal date for the state of Florida is February 28,2019. _ : * .41•' IMPORTANT NOTE: The seal on these truss component designs is a certification % "J'. STATE •F •: I/: that the engineer named is licensed in the jurisdiction(s)identified and that the %O 114'CN• designs comply with ANSI/TPI 1. These designs are based upon parameters •,,C< ••• o R 1 O P \�`�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were , ...... fileereferenMiTek. ce purpose onproly,and was not ect specific �takenon into alccount infor the preparation customers '�.,S�ON AL�?�%, these designs. MiTek has not independently verified the applicability of the design Joaquin Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: January 17,2018 Velez,Joaquin 1 of 2 f 0l RE: 14910T0 - Site Information: Customer Info: Toll Brothers Project Name: . Model: Terrano Lot/Block: 085 Subdivision: Atlantic Beach Address: 1678 Atlantic Beach Dr., . City: Jacksonville State: FL No. 'Seal# Truss Name Date 35 T12978785 T03 1/17/18 36 T12978786 I T04 1/17/18 37 T12978787 I T05 1/17/18 38 T12978788 I T06 1/17/18 39 T12978789 I T07 1/17/18 40 T12978790 I T09 1/17/18 41 T12978791 I T10 1/17/18 42 T12978792 1T11 1/17/18 43 T12978793 1T12 1/17/18 44 T1297879411-13 1/17/18 45 1129787951714 1/17/18 46 T129787961715 1/17/18 47 T12978797 I T16 1/17/18 48 7129787981 T17 1/17/18 49 T12978799 T18 1/17/18 50 T129788001719 1/17/18 51 T12978801 1720 1/17/18 52 T12978802 I T21 1/17/18 53 T12978803 11-22 , 1/17/18 54 T12978804 1123 1/17/18 55 T12978805 1724 1/17/18 56 T129788061125 1/17/18 OFFICE COPY 57 T12978807 1 T26 1/17/18 58 T12978808 1127 1/17/18 59 T129788091728 1/17/18 60 T12978810 1729 1/17/18 61 T12978811 I T30 1/17/18 62 T12978812 1731 1/17/18 63 T1297881311-32 1/17/18 64 T12978814 1133 1/17/18 65 T129788151734 1/17/18 66 T12978816 I T35 1/17/18 67 T129788171736 1/17/18 68 T12978818 1737 1/17/18 69 T12978819 1738 1/17/18 70 T12978820 1V01 1/17/18 71 T12978821 1V02 1/17/18 72 T12978822 1V03 1/17/18 2 of 2 Job Truss Truss Type 'r Ply 112978751 14910T0 CJO2 Jack-Open 75k t Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:01:57 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-kHJ7WvoPDX?OKFaC011 BvgoM73aOkM8ZeHerdZzuXOu 1 2-9-3 2-9-3 Scale=1:9.8 3.54 I12 2 : A 1 3x6 11 3 3x4= 2-9-3 2-9-3 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-1-14,0-6-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=66/Mechanical,3=42/Mechanical,1=108/0-7-0 Max Horz 1=33(LC 12) Max Uplift 2=-33(LC 12),3=4(LC 12),1=-20(LC 12) Max Gray 2=66(LC 1),3=48(LC 3),1=108(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. " 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 2,4 lb uplift at joint 3 and 20 lb uplift at joint 1. 1 Q 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 MITefP 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 IrniMdual 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/IPI l Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. I Tampa,FL 33610 Job Truss 'Truss Type • l A Ply T12978752 14910TO CJO3 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:01:59 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-ggQuxbgfw8F6ZZkaVj3f_4thEtEnCGes5a7yhSzuXOs 3-6-3 3-6-3 Scale=1:10.9 NAILED 2 3.54 12 8 f NAILED 7 n � n 1 co ah /3x6 II 9 10 3 NAILED NAILED 3x4= 3-6-3 3-5-13 Plate Offsets(X,Y)-- (1:0-0-0,0-1-7],(1:0-1-14,0-6-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=90/Mechanical,3=61/Mechanical,1=145/0-7-0 Max Horz 1=42(LC 29) Max Uplift 2=-47(LC 12),3=-17(LC 12),1=-36(LC 12) Max Gray 2=90(LC 1),3=63(LC 3),1=145(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 2,17 lb uplift at joint 3 and 36 lb uplift at joint 1. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 Concentrated Loads(Ib) Vert:9=-9(B)10=-10(F) 0 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 MilekS)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. Racing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal kt4rry and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Qualify Cdt•da,058-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informa8on avalIab1e from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Ply T12978753 I14910TO CJ12 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:00 2018 Page 1 ID:zgoOoiuAQ8g5HRW MjdZx7azyR56-8s_G8xrHhSNzBiJn3QauW IQmpGYlxju?KEtVDuzuXOr 29-3 2-9-3 2.12 12 Scale=1:20.2 3x4 I I 2 14 1 d v 4 3 3x4 2-9-3 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr 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=104(LC 12) Max Uplift 4=-44(LC 8),2=-66(LC 12),3=-26(LC 12) Max Gray 4=108(LC 19),2=78(LC 17),3=56(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 4,66 lb uplift at joint 2 and 26 lb uplift at joint 3. 0 WARNING-Verify 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 MiTek®connectors.This design is Lased 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 indNidu al truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intonation avcilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type it Ply T12978754 14910TO CJ22 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:01 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-c3YeMGsvSmVgpstzd8573Vy1 ygwPgA79Zuc2mKzuXOq 2-9-3 2-9-3 Scale=1:9.8 3.54',12 2 1 N 3 3x4= 3x6 11 0-3-8 2-9-3 0-3-8 2-5-11 Plate Offsets(X,Y)-- [1:0-0-0,0-1-7],[1:0-1-14,0-6-15] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 6 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=66/Mechanical,3=42/Mechanical,1=108/0-4-15 Max Horz 1=33(LC 12) Max Uplift 2=-42(LC 12),3=-33(LC 12),1=-58(LC 12) Max Gray 2=66(LC 1),3=48(LC 3),1=108(LC 1) FORCES. (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;MW FRS(directional)and C-C Corner(3)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 2,33 lb uplift at joint 3 and 58 lb uplift at joint 1. 1 I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate thk design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. AddltiorvA 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 tabricatlon.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/lPIt Qualify Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlau le from iru ss Plate Institute.218 N.Lee Street,Suite 312,Alexandrta,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type ? ! Ply T12978755 14910T0 CJ32 Jack-Open 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:01 2018 Page 1 I D:zgo0oi uAQ8g5H R W MjdZx7azyR56-c3YeMGsvSmVgpstzd8573Vy0RgxXgA79Zuc2m KzuXOq i 2-9-3 2-9-3 3.54 12 Scale=1:11.5 2 2x4 II 1r �JN1 3 4 2x4 2-9-3 2-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL" in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=102/0-7-0,2=72/Mechanical,3=30/Mechanical Max Horz 4=52(LC 12) Max Uplift 4=-15(LC 8),2=-44(LC 12) Max Gray 4=102(LC 1),2=72(LC 1),3=49(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint 4 and 44 lb uplift at joint 2. mit v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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,seeANSl/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria"VA 22314. j Tampa.FL 33610 — j Job Truss Truss Type } (1. Ply T12978756 14910TO EJ02 Jack-Open 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:02 2018 Page 1 ID:zgoOoiuAQ8g5HRW MjdZx7azyR56-5F6OZcsXD3dhQOS9BrdMcjVEi41i PdNIoYMclmzuXOp 2-0-0 2-0-0 Scale=1:9.9 5.00 FE 2 11 1 � ' d j i < . II 3 M°4 3x4= 2-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Inca YES WB 0.00 Horz(CT) -0.00 2 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=49/Mechanical,3=31/Mechanical,1=80/0-5-8 Max Horz 1=34(LC 12) Max Uplift 2=-28(LC 12),3=-5(LC 12),1=-9(LC 12) Max Gray 2=49(LC 1),3=35(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.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 28 lb uplift at joint 2,5 lb uplift at joint 3 and 9 lb uplift at joint 1. 0 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 Mitek®connectors.this design is based only upon parameters shown.and is for an individual building component not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of IndlA dual 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 inlay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Quality Criteria,055-89 and SCSI Building Component 6904 Parke East Blvd. Safely information available from truss Plate Institute,218 N.Lee Street,Suite 312,AJexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type -,j t a Ply T12978757 14910T0 EJ03 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:03 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-ZRgOnyt9_NIY2A1 MkZ8b8w2O1 UdU84dS0059gDzuXOo 2-6-6 2-6-6 Scale=1:11.1 p5.002 1 v ct) 3 3x4= 3x6 I2-6-6 2-6-6 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 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:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=62/Mechanical,3=37/Mechanical,1=99/0-5-8 Max Horz 1=42(LC 12) Max Uplift 2=-35(LC 12),3=-4(LC 12),1.12(LC 12) Max Gray 2=62(LC 1),3=44(LC 3),1=99(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpl=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 2,4 lb uplift at joint 3 and 12 lb uplift at Joint 1. 0 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 oNy with MITekO connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent budding of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing Milek" is always required for stability and to prevent eclipse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPl I Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type •e r G , Ply T12978758 14910T0 EJ04 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:03 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-ZRgOnyt9_NIY2A1 MkZ8b8w2OFUcf84dS0059gDzuXOo 3-2-8 3-2-8 Scale=1:12.5 2 5.00 12 ' o_ t4 3 3x4= 3x6 II 3-2-8 3-2-8 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc puffins. 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=80/Mechanical,3=45/Mechanical,1=126/0-5-8 Max Horz 1=54(LC 12) Max Uplift 2=-46(LC 12),3=3(LC 12),1=-17(LC 12) Max Gray 2=80(LC 1),3=57(LC 3),1=126(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 46 lb uplift at joint 2,3 lb uplift at joint 3 and 17 lb uplift at joint 1. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileke connectors.This design is based only upon parameters shown,and Is for an Individual 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 indivkiucll truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible pers,'nal 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-69 and BCSI Building Component 6904 Parke East Blvd. Sofaly Information avaMable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type `'t Oj'. Ply T12978759 14910TO EJ05 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:04 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-1eEn_IuolhtPgKcYlGfgh8aUvuvUtXtbFsriMfzuXOn 5-6-0 5-6-0 Scale=1:18.0 2 5.00 8 - o t 7 1 hid! 3 3x4= 3x6 11 5-6-0 5-6-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.07 3-6 >995 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 3-6 >730 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-AS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=146/Mechanical,3=71/Mechanical,1=218/0-5-8 Max Horz 1=93(LC 12) Max Uplift 2=-84(LC 12),1=-33(LC 12) Max Gray 2=146(LC 1),3=98(LC 3),1=218(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 84 lb uplift at joint 2 and 33 lb uplift at joint 1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/032075 BEFORE USE. Design valid for use only with Milek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. II fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lel l Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type ". t (7[Y a Ply T12978760 14910T0 EJ06 Jack-Open 32 1 Job Reference(optional) Budding Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:05 2018 Page 1 I D:zgo00i uAQ8g5H R W MjdZx7azyR56-Vgo9 BevQ W_?GHU BkszA3 D L7dC HDvc_71U W aGv5zuXOm 6-1-4 6-1-4 Scale=1:18.3 2 � 5.00 12 , 8 7 N • 3 3x5 II I 61-4 6-1-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.09 3-6 >802 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.13 3-6 >544 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/1P12014 Matrix-AS Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=163/Mechanical,3=78/Mechanical,1=242/0-5-8 Max Horz 1=103(LC 12) Max Uplift 2=-94(LC 12),1=-37(LC 12) Max Gray 2=163(LC 1),3=109(LC 3),1=242(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 2 and 37 lb uplift at joint 1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design v rill for use only with MiTek®connectors.This design is based only upon parameters shown,and is for m individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly it this design Into 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/1W 1 Gua lty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type '� cxir Ply 112978761 14910T0 EJ12 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:05 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-Vgo9BevQW_?GH UBkszA3DL7coHFnc_71U W aGv5zuX0m 2-0-0 I 2-0-0 3.00 12 Scale=1:20.3 2 3x4 11 1 0 o 43x4= 3 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 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 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/0-5-8,2=54/Mechanical,3=20/Mechanical Max Horz 4=105(LC 12) Max Uplift 4=-32(LC 10),2=-67(LC 12),3=-44(LC 12) Max Gray 4=90(LC 19),2=66(LC 17),3=61(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp.C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 32 lb uplift at joint 4,67 lb uplift at joint 2 and 44 lb uplift at joint 3. 0 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1F7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekta 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. Brack g indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele ake is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempa.FL 33610 Job Truss Truss Type •„ J Q')[(a Ply T12978762 1491 OTO EJ22 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:06 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-zOLXP_v2H177vemwQhhlmZgvPheMLRNuiAKpRYzuX01 2-0-0 2-0-0 Scale=1:9.9 5.00 TIT 2 , 1 1111 1 3 3x4=3x6 II 0-3-0 2-0-0 0-3-0 1-9-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=49/Mechanical,3=31/Mechanical,1=80/0-3-8 Max Horz 1=34(LC 12) Max Uplift 2=-35(LC 12),3=26(LC 12),1=-37(LC 12) Max Gray 2=49(LC 1),3=35(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 2,26 lb uplift at joint 3 and 37 lb uplift at joint 1. mil V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIiEK 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 Bus systems,seeANSI/1PI1 Quality Criteria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Trus Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1Job Truss Truss Type • r Cty. Ply T12978763 14910T0 EJ32 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:07 2018 Page 1 I D:zgoQoiuA08g5HR W MjdZx7azyR56-RDwcKwg2cF_XnL7zOCXJmC3B5_b4ud1 xg3Nz_zuXOk 2-0-01 di 2-0-0 Scale=1:11.7 5.00 12 2 2x4 0 rn 4 3 2x4 11 I 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/0-5-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=53(LC 12) Max Uplift 2=-39(LC 12),3=-3(LC 12) Max Gray 4=74(LC 1),2=52(LC 1),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=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)and C-C Exterior(2)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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 2 and 3 lb uplift at joint 3. / I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10103/2016 BEFORE USE. 1111 Design valid for use only with Milek&connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bunting 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/1Pl l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avcilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type -,, r alts• Ply T12978764 14910TO F01 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:08 2018 Page 1 I D:zgoQoi uAQ8g5HR W MjdZx7azyR56-vPTH ggxl ovOg8xwJX6kmr_I E FV LhpKJBAUpw W QzuXOj 0-1118 0-1-8 Scale=1:44.7 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 °NI 6 ! B e ! ! a y Y tl P. • e P. �y o 1 II 46 O aD P P ; a 4 P e o ff P • A P Z • A • • - I►� 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4= 3x4= 3x6 FP= 3x4= 3x4= 1 1-6-12 12-10-12 1 4-2-12 15-6-12 6-10-12 18-2-12 19.6-12 110.10-12)12-2-12 113-6-12 114-10-12}16-2-12 17-6-12 118-10-12120-2-12 121-6-12 122-10.12 24-2-12?6-2-q 26-9-8 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 1-4-0 1-4-0 1-4-0 1-0-0 1-6-12 Plate Offsets(X,Y)-- [22:0-1-8,Edge],[24:0-1-8,Edge],[43:0.1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. • in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 • Vert(LL) n/a - ria 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 24 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight:133 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:43-44,23-24. REACTIONS. All bearings 26-9-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)44,23,43,24,42,41,40,39,38,37,36,34,33,32,31, 30,29,28,27,26,25 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekc connectors.This design Is based only upon parameters shown,and is for an individual[wilding 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 taking design. Bracing indicated Is to prevent buckling of indlvklual 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,ereciton and bracing of trusses and buss systems,see-ANSI/MI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information ava table from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ", 1 (1ty. Ply T12978765 14910T0 F02 Floor 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:09 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-Nb 1 g 10ywZD W hm5VV5pF?OBHJRvXUYddKP8YT2SzuX0i 0-1-8 H I-1-1-3-0 p-7-> -5 0 0-1-8 Sae=1:45.4 5x6= 3x4= 5x6= 1.5x3= 3x6= 3x4= 3x6 FP= 3x4= 3x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 31 .\ /\ /\ / \/\ / e\/\/�\ / \/ \`��/ 32 vVII 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4= 5x6= 1.5x3 II 3x12 M18SHS FP= 1.5x3 II 3x4= 3x4= 1.5x3 II 5x6= 3x4= 3x4= 1.5x3 II 26-9-8 26-9-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-1-8,Edge],[7:0-1-8,Edge],[13:0-1-8,Edge] LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.47 21 >671 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.65 21 >488 240 Ml8SHS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.67 Horz(CT) 0.11 14 •n/a rVa BCDL 5.0 Code FBC2017/TP12014 Matrix-S I Weight:151 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(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) 30=1162/0-5-8,14=1162/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-30=-1158/0,13-14=-1158/0,1-2=-961/0,2-3=-2492/0,3-4=-3646/0,4-5=-4479/0, 5-6=-4920/0,6-7=-5009/0,7-9=-4907/0,9-10=-4482/0,10-11=-3645/0,11-12=-2492/0, 12-13=-961/0 BOT CHORD 28-29=0/1819,27-28=0/3147,26-27=0/4154,25-26=0/4154,23-25=0/4772,22-23=0/5009, 21-22=0/5009,20-21=0/5009,19-20=0/4783,18-19=0/4152,17-18=0/4152, 16-17=0/3147,15-16=0/1819 WEBS 1-29=0/1411,2-29=-1363/0,2-28=0/1067,3-28=-1040/0,3-27=0/792,4-27=-785/0, 4-25=0/501,5-25=-465/0,5-23=-63/441,6-23=-563/232,6-22=-244/325,13-15=0/1410, 12-15=-1362/0,12-16=0/1068,11-16=-1041/0,11-17=0/790,10-17=-783/0,10-19=0/508, 9-19=-478/0,9-20=-54/381,7-20=-466/206 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 4x6 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual banding 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 buldng design. Bracng 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 Bulldog Component 6904 Parke East Blvd. Safely INormalon avdiatle from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type •. r Q11‘ . Ply T12978766 14910T0 F03 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:10 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-snb2FLzYKXeYOF4ifXmEwPgValgrH51 Udol1 aJzuXoh 0-1-8 H 1-3-0 I 1-0-8 Scale:3/8"=1' 4x6= 1.5x3= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 11 G 9 �- 23 r • /-\ /\/\ /\ / \ / a 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 3x8 MT2OHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 12-9-8 15-3-8 17-9-8 19-3-8 1-6-0 I 2-6-0 I 2-6-0 i 6-3-8 1 2-6-0 I 2-6-0 I 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[16:0-1-8,Edge],[17:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (roc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.21 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.28 17 >805 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.07 12 n/a n/a BCDL 5.0 Code FBC2017JTP12014 Matrix-S Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1041/0-5-8,12=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1036/0,11-12=-1042/0,1-2=-836/0,2-3=-2083/0,3-4=-2857/0,4-5=-3221/0, 5-6=-3221/0,6-7=-3221/0,7-9=-2857/0,9-10=-2083/0,10-11=-834/0 BOT CHORD 20-21=0/1575,19-20=0/2570,17-19=0/3122,16-17=0/3221,15-16=0/3123,14-15=0/2570, 13-14=0/1576 WEBS 11-13=0/1254,1-21=0/1224,10-13=-1178/0,2-21=-1174/0,10-14=0/805,2-20=0/806, 9-14=-772/0,3-20=-774/0,9-15=0/456,3-19=0/455,7-15=-422/0,4-19=-422/0, 7-16=-163/431,4-17=-163/431 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. t t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*411-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with Milek®connectors.this design is based,•1 rly upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applic,ri Ally of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of Individual miss web and/or chord members oNy. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal I nkly 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 SCSI Building Component 6904 Parke East Blvd. Safety Information avaNable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type .•r Ojy" Ply - - I T12978767' 14910T0 F04 Floor 8 1 !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:11 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-K_9QShzBSgmP?PeuCEHTTcNeoi900YNd5S1 a61zuX0g 0-1-8 H I 1-3-0 I I 1-3-8 0-1 8 Scalia=1:33.0 4x6= 4x6= 4x6= 1.5x3= 4x6= 1.5x3 II 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 • 23 \ / \ /\/\ /\/` / \ / g 2413 NA SA SA SAm 7�� 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x8 MT2OHS FP= 4x6= 4x6= 1-6-0 4-0-0 6-6-0 13-0-8 15-6-8 18-0-8 19-6-8 I I I 1-6-0 2-6-0 2-6-0 6-6-8 2-6-0 I 2-6-0 I 1-6-0 i Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0-1-8,Edge],[16:0-1-8,Edge],[17:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.22 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.30 16-17 >776 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(CT) 0.07 12 n/a rile BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:17-19,15-16. REACTIONS. (lb/size) 22=1055/0-5-8,12=1055/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1050/0,11-12=-1050/0,1-2=-848/0,2-3=-2117/0,3-4=-2913/0,4-5=-3303/0, 5-6=-3303/0,6-7=-3303/0,7-8=-2913/0,8-10=-2117/0,10-11=-848/0 BOT CHORD 20-21=0/1598,19-20=0/2616,17-19=0/3190,16-17=0/3303,15-16=0/3190,14-15=0/2616, 13-14=0/1598 WEBS 11-13=0/1242,1-21=0/1242,10-13=-1191/0,2-21=-1191/0,10-14-0/824,2-20=0/824, 8-14=-792/0,3-20=-792/0,8-15=0/473,3-19=0/473,7-15=-439/0,4-19=-439/0, 7-16=-156/469,4-17=-156/469 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. o V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. mill. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity 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 MTek• is always required for stability and to prevent collapse with possible personal hilly and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANsl/IM I 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,Alexarxirla,VA 22314. Tampa,FL 33610 Job Truss Truss Type •n Qty . Ply T12978768 1491070 F05 GABLE 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:12 2018 Page 1 I D:zgoQoiuAO8g5HRW MjdZx7azyR56-oAjof 1_ps8uGdZD4myoi?gvwF6id18Jm56n8fBzuXOf p4-8 0,,-1 8 Scale=1:32.5 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 • a •e •e e e • •• s a e o e e • O : \ X 36 34 33 32 31 30 29 26 27 26 25 24 23 22 21 20 19 18 3x4= 3x4= 3x6 FP= 3x4= 1-6-12 1 2-10-12 I 4-2-12 i 5-6-12 16-10.12 I 8-2-12 I 9-6-12 110.10.12 I 12-2-12 I 13-6-12 114-10.12 I 16-2-12 I 17-6-12 118-10-12 19-6-8, 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 b-7-1 Plate Offsets(X,Y)-- [33:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 33 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 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 19-6-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)34,33,32,31,30,29,27,26,25,24,23,22,21,20,19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t 1 v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Weld/connectors.this design is based only upon parameters shown,and Is for an individual building component,notla a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding the fabxk:alkxn,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPt l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type •, 0 . Ply T12978769 14910T0 F06 Floor 2 . 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:12 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-oAjof t_psauGdZD4myoi?gvw06i317pm56n8fBzuXOf I 1-3-0 1F5411 3,_= 1 3x6= 2 31.5x3 I I 4 Scale=1:11.1 I L--' I i I O / l 3x4= 8 7 6 5 3x4= 3x4 II 3x4 II 1-2-0 1-5-0 1-8.0 3-3-8 I 1-2-0 11-5-011-8-0 0.3-0 l 0-3-0 I 1-7-8 i Plate Offsets(X,Y)-- [6:0-1-8,Edge],[7:0-1-8,Edge],[8:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=167/Mechanical,5=167/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. hut 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.111032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and is for an Individual[wilding component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of indlAdual 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 Blvd. Safety Informalton available from Truss Plate institute.218 N.Lee Street,Suite 312,Ajexancdrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type •., O , Ply T12978770 14910T0 F07 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:13 2018 Page 1 I D:zgoOoiuAO8g5H RW MjdZx7azyR56-GMGAtN?RdS07FioHKIJxY1 S5YW 1 sUamwJmW hBezuXOe 0-1-8 3x6= 1-1-1 *4— 1-3-0 3-0 2 .54 I I 0-7-12 3 85x3 1 4 Scale=1:11.1 -I OM ■ VINE 9 ,' 11III II 0 li ao III MN NM It 3x4= :11000\ 7 6 5 3x4= 3x4= 3x4 II 3-10-12 l 3-10-12 I Plate Offsets(X,Y)-- [5:Edge,0-1-8],[6:0-1-8,Edge],[7:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight:29 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=194/0-7-4,5=200/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ' V WARNING-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 balding component,not m11. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabdcatioh storage,delivery.erection and bracing of trusses and truss systems,seeANSI/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type •, 751y Ply T12978771 14910T0 F08 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:14 2018 Page 1 I D:zgo0oiuAQ8g5H RW MjdZx7azyR56-kZgZ4j03018_ssNTuMgA5F?5jwKtD??3YQGEj4zuX0d I 1-3-0 I I 1-2-8 Scale=1:13.0 MSH426 3x4= MSH426 3x6= 1 3x6= 11 2 MSH426 3 3x4= 12 4 1 ' o m i - . , _ \ 3x4= 3x4= 10 9 8 7 6 5 1.5x3 II 1.5x3 II 3x4 11 3x4 11 1-6-0 5-5-8 6-11-8 1 1-6-0 I 3-11-8 I 1-6-0 1 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[3:0-1-8,Edge],[10:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.02 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.28 Vert(CT) -0.02 7 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.21 Horz(CT) 0.00 5 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:45 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=494/Mechanical,5=480/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-487/0,4-5=-475/0,1-2=-300/0,2-3=-573/0,3-4=-301/0 BOT CHORD 8-9=0/573,7-8=0/573,6-7=0/573 WEBS 4-6=0/451,1-9=0/450,3-6=-420/0,2-9=-422/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP MSH426(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-1-4 from the left end to 5-1-4 to connect truss(es)to front face of top chord. 5) Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10,1-4=-100 Concentrated Loads(Ib) Vert:2=-67(F)11=-68(F)12=-100(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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 verity the applicability of design parameters and properly Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of Indivkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek" e always required for stability and to prevent collapse with poss&�le personal k ury and property damage. For general guidance regarding the 1 tabrk:ation,storage,delivery,erection and bracing of trusses and hiss systems seeANSI/lPI I Quality CrBerb,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information meltable from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria VA 22314. Tampa.FL 33610 'Job Truss Truss Type .. 0.ty. Ply 712978772 14910T0 F09 Floor Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:14 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-kZgZ4j03O18_SsNTuMgA5F?7ZwAuD_f3YQGEj4zuX0d 0-1-8 I—I I— 1-3-0 I i 1-4-4 0B Scale=1:13.3 1 2 MSH426 3 4 11 12 • 1. 1.5x3= R m I 9 8 7 6 1.5x3 II 1.5x3 II 1-6-0I 5-7-4 { 7-1-4 - 1-6-0 4-1-4 1-6-0 Plate Offsets(X,V)-- [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) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.05 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.07 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:44 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(ffat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=602/0-3-8,5=520/0-7-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-608/0,4-5=-502/0,1-2=-434/0,2-3=-764/0,3-4=-366/0 BOT CHORD 8-9=0/764,7-8=0/764,6-7=0/764 WEBS 4-6=0/533,1-9=0/632,3-6=-614/0,2-9=-509/0,3-7=0/257 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use USP MSH426(With 16d nails Into Girder&16d nails into Truss)or equivalent at 3-0-12 from the left end to connect truss(es)to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10,1-4=-100 Concentrated Loads(Ib) Vert:2=-380(F) 1 ► 0 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 sift)Mi lek®connectors.If45 design is based only upon parameters shown.and Is for an Individual building component,not1111 a truss system.Before use.the t ullding 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 Buss systems,seeAN$i/1PI I Quality Criteria.DSB-119 and SCSI Building Component 6904 Parke East Bled. Safely Information avcAcble from Truss Plate ksstikite,218 N.Lee Street,Stile 312,Nexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type CV. Ply ,, T12978773'I 14910T0 F10 Floor 3 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:15 2018 Page 1 I D:zgo0oi uAQ8g5H R W MjdZx7azyR56-CIOx130h93GrUOyfR4MPdSXMaJa_yQ_Dn47oF W zuXOc 0-1-8 H I 1-3-0 I 2-0-0 01118 Scae=1:21.4 4x6= 4x6= 1.5x3= 1.5x3= 1 2 3 4 5 6 0 9 • 0 16 0 0 eP 13 12 11 10 9 8 4x6= 1.5x3 II 1.5x3 Il 4x6= I 12-9-0 12-9-0 1 Plate Offsets(X,Y)-- 11:Edge,0-1-8],[3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Idefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.10 11-12 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.36 Horz(CT) 0.02 7 rVa n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:72 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=681/0-5-8,7=681/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-677/0,6-7=-677/0,1-2=-517/0,2-3=-1175/0,3-4=-1378/0,4-5=-1175/0,5-6=-517/0 BOT CHORD 12-13=0/966,11-12=0/1378,10-11=0/1378,9-10=0/1378,8-9=0/966 WEBS 1-13=0/756,2-13=-713/0,2-12=0/350,3-12=-411/0,6-8=0/756,5-8=-713/0,5-9=0/350,4-9=-411/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4 ► U 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,not1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITE*" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabrk-atkon,storage,delivery.erection and bracing of trusses and buss systems,seeANSI/IPI I Quality CrMarla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,State 312,Atexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type O, 8[y. Ply T12978774 1491070 F11 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:16 2018 Page 1 ID:zgo0oiuAQ8g5HRWMjdZx7azyR56-gxyJVP1JwNOi6AXr?nteAg4c7j4ZhyHMOkILoyzuXOb p--g 00_18 Scale=1:15.5 1 3x6= 2 3 4 5 6 73x4 11 • O 14 13 12 11 10 9 8 3x4= 3x4= 3x4= 1-6-12I 2-10-12 I 4-2-12 I 5-6-12 I 6-10-12 8-4-8 1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-5-12 Plate Offsets(X,Y)-- [13:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 IC 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/TPI2014 Matrix-P Weight:47 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-4-8 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-4-8. • (lb)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). . 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 141-7473 rev.1042015 BEFORE USE. Mil. Design valid for use only wlth Mllek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not S a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall II building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possbie personal Injury and properly damage. For general guidance regarding th e 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 avdta le Corn Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . ,. tljy, Ply T12978775 1491070 F13 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:17 2018 Page 1 I D:zgoOoiuAQ8g5HRW MjdZx7azyR56-88W hjl2yhgW ZjK62ZVOtitda07CdQGDW EOUvKPzuX0a 0-1-8 1-3-0 I 1 1-11-4 1 1�2-4 0-1 8 H 1 Sae=1:47.2 4x6= 4x6= 3x6= 1.5x3 II 6x8= 3x6 FP= 1.5x3 I 11.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 9 10 Y2'\/ \/ 23 14 15 ;\/\, \/\1 a 32 0 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 1.5x3 II 4x6= 4x6= 3xB MT2OHS FP= 4x6= 1 1-6-0 1 4- 5-10 4- -l26-2-4 1 7-54 18-9-12 1 10=2-4 1 12-8-4 1 15- 2-4 I 21-7-81 1 24-1-8 I 26-7-8 1 28-1-8 1 1-6-0 2-11-10 4- 1-4-8 1-3-0 1-4-8 1-4-8 2-6-0 2-6-0 6-5-4 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[14:0-1-12,Edge],[15:0-1-8,Edge],[20:0-1-8,Edge],[21:0-1-8,Edge],[29:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.20 20 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.27 19-20 >847 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.06 16 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 I Matrix-S Weight:158 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 31=323/0-3-8,16=979/0-5-8,26=1758/0-3-8 Max Uplift 31=-28(LC 4) Max Gray 31=441(LC 3),16=993(LC 7),26=1758(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-31=-446/12,15-16.989/0,1-2=-304/25,2-3=-527/337,3-4=-527/337,4-5=-160/650, 6-8=-1553/0,8-9=-2424/0,9-10.2923/0,10-11=-2923/0,11-12=-2923/0, 12-13=-2664/0,13-14=-1962/0,14-15=-794/0 BOT CHORD 29-30=-117/539,28-29=-337/527,27-28=-337/527,26-27=-1005/0,25-26=-1005/0, 24-25=0/991,23-24=0/2090,21-23=0/2746,20-21=0/2923,19-20=0/2886,18-19=0/2412, 17-18=0/1494 WEBS 5-26=-1687/0,1-30=37/456,5-27=0/656,2-30=-373/146,4-27=-830/0,2-29=-339/0, 15-17=0/1162,5-25=0/1328,14-17=-1112/0,6-25=-1273/0,14-18=0/744,6-24=0/936, 13-18=-714/0,8-24=-895/0,13-19=0/399,8-23=0/563,12-19=-354/0,9-23=-548/0, 12-20=-231/346,9-21=-51/526,10-21=-275/0,4-28=0/262 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 31. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 811-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design ts based oily upon parameters shown,and Is for an individual building component notlilt 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. Brackrg indicated is to prevent buckling of IrdMdual truss web and/or chord members only. Additional temporary and permanent tracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUIPi 1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexadrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type ... Qty. Ply T12978776 114910TO F14 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:18 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-dK43w53aS_eQLUhE7Cv6F59ydX119snffT2�ESsrzuXOZ r1 Scale=1:15.2 1 3x6— 2 3 4 5 6 73x4 I I • 0 4 14 13 12 11 10 9 8 3x4 I I 3x4= 3x4= 1-6-12 2-10-12 4-2-12 5-6-12 6-10-12 8-2-8 I 1-6-12 l 1-4-0 I 1-4-0 1 1-4-0 1 1-4-0 I 1-3-12 Plate Offsets(X,Y)-- [13:0-1-8,Edge],[14:Edqe,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - rola 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 Na BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:46 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 8-2-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-2-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. t t mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE AM-7473 rev.10/032015 BEFORE USE. 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 budding of indtvkival 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 T Quality Criteria.DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Stile 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type ' Q?y Ply T12978777 1491070 FGOt FLOOR 1 2 Job Reference(optional) Building Component Supply,Jacksonville,Fl 32256 8.130 s Dec 12 2017 MlTek Industries,Inc. Wed Jan 17 10:02:32 2018 Page 1 I D:zgo0oiuAO6g5HRW MjdZx7azyR56-sscVlncpbxT2kSXEA6YUhtxelXgUPLFVKOkB3izuVFr 2-8-12 5-3-12 7-10-12 10-7-8 2-8-12 2-7-0 2-7-0 2-8-12 Scale=1:17.6 5x6= 4x5= 2x4 I I 4x5= 5x6= 1 2 3 4 5 e a o a e • 11 9 12 8 13 14 7 _ 15 6 THD46 7x6= THD46 7x10= Special THD46 7x6 THD46 10 THD46 4x5 I 4x5 I I 2-8-12 5-3-12 7-10-12 10-7-8 2-8-12 2-7-0 2-7-0 2-8-12 Plate Offsets(X,Y)-- [1:0-2-4,0-2-8],[5:0-2-4,0-2-8],[6:Edge,0-3-8],[7:0-2-4,0-4-12],[8:0-5-0,0-4-8],[9:0-2-4,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.09 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.12 8 >999 240 BCLL 0.0 * Rep Stress lncr NO WB 0.83 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-7-6 oc purlins, except end verticals. SOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except' 1-9,2-8,4-8,5-7:2x4 SP No.2 REACTIONS. (lb/size) 10=1062/0-3-8,6=1222/Mechanical Max Uplift 10=-174(LC 4),6=-174(LC 4) Max Gray 10=2711(LC 12),6=3315(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-2265/174,1-2=-4547/260,2-3=-6166/339,3-4=-6166/339,4-5=-4962/260, 5-6=-2467/174 BOT CHORD 8-9=-260/4547,7-8=-260/4962 WEBS 1-9=-27314875,2-9=-801/159,2-8=-88/1811,4-8=-88/1346,4-7=-605/159, 5-7=-273/5304 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;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 4)Provide adequate drainage to prevent water ponding. 5)N/A 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 10 and 174 lb uplift at joint 6. 10)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-8 from the left end to 9-8-8 to connect truss(es)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 4 CorJtlnued on page 2 WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek®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 MTek• 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/1141 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,Alexarxida,VA 22314. Tampa,FL 33610 Job Truss Truss Type ••' •CIty Ply 712978777; 1491070 FG01 FLOOR 1 2 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 8.130 s Dec 12 2017 AAiTek Industries,Inc.Wed Jan 17 10:02:32 2018 Page 2 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-sscVIncpbxT2kSXEA6YUhtxelXgUPLFVKOkB3izuVFr NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)474 lb down at 7-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:7=-266(F)11-266(F)12=-266(F)13=-266(F)14=-127(B)15=-268(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.104)312015 BEFORE USE. Design valid for use only with MITeke connectors.TNs design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milt** ei• 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/1Pl 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 try Ply TI2978778' 14910T0 FG02 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc- Wed Jan 17 07:02:20 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-ZjCgLm4q_bu7bngdEdxaKW FBYKMGdesywMjZxkzuXOX 2-11-2 _ 5-8-8 8-5-14 11-8-8 2-11-2 2-9-6 2-9-6 3-2-10 Scale=1:20.1 1 4x5= 2 4x5= 2x4 1 4 34 5x125= 5 3x6= • • • • 12 N • • • • • 11 9 4x5= 4x5 4= 4x10= 2x4 11 10 2x4 I I 2-11-2 5-8-8 8-5-14 11-8-8 2-11-2 2-9-6 2-9-6 3_-2-10 Plate Offsets(X,Y)-- [5:0-5-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.02 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(CT) -0.05 8 >999 240 BOLL 0.0 * Rep Stress Incr NO WB 0.57 Horz(CT) 0.01 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.02 8 >999 240 Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=2027/0-5-8,12=1919/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1992/0,1-2=-1885/0,2-3=-2501/0,3-4=-2501/0,4-5=-2009/0 BOT CHORD 8-9=0/1885,7-8=0/2009,6-7=0/319 WEBS 1-9=0/2414,2-9=-1562/0,2-8=0/810,3-8=-913/0,4-8=0/647,4-7=-1461/0,5-7=0/2223, 5-12=-1968/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5-Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 2-11-2,Interior(1)2-11-2 to 11-3-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-345,6-10=-10 imam A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ms-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual 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/TPI 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 I Job Truss Truss Type •. Oty. Ply T12978779 14910T0 FGO3 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:21 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-1 vICY65SIvO_CxPpoLSptjnO5kkZM7R590S6TAzuXOW 1-2-4 3-9-12 6-5-4 7-7-8 1-2-4 2-7-8 2-7-8 { 1-2-4 Scale=1:14.6 Special Special Special Special 3x4= 3x4= 3x4= 3x4= 2x4 11 1 2 3 Special 4 5 •�❖•..••.'• 8 7 3x4= 6 :•••'•• 4x10= 3x4= 2x4 11 10 9 2x4 I I 1-2-41'4 3-9-12 6-5-4 7-7-8 1-2-4 0-1-12 2-5-12 2-7-8 1-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.01 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT) -0.02 8 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.43 Horz(CT) 0.00 6 nVa n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:8-9. REACTIONS. (lb/size) 10=-459/1-4-0,6=1213/Mechanical,9=2335/1-4-0,9=2335/1-4-0 Max Uplift 10=459(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=0/392,1-2=0/298,2-3=-1284/0,3-4=-1284/0,4-5=-869/0,5-6=-1204/0 BOT CHORD 8-9=-298/0,7-8=0/869 WEBS 1-9=-493/0,2-9=-1800/0,2-8=0/1785,3-8=-1092/0,4-8=0/468,4-7=-1111/0,5-7=0/1440 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 459 lb uplift at joint 10. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Special hanger(s)or other connection device(s)shall be provided starting at 0-1-12 from the left end to 7-5-12 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-411,6-10=-10 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-357,6-10=-10 Continued on page 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Wick®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 MTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarcing the fabrication,storage,delivery,erection and bracing of trusses and thus systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute.218 N.Lee Sheet Suite 312,Alexandria VA 22314. Tampa,FL 33610 • Job Truss Truss Type •. (qty. Ply T12978779 14910T0 FG03 Flat Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:21 2018 Page 2 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-1 vICY65SIvO_CxPpoLSptjnO5kkZM7R590S6TAzuXO W LOAD CASE(S) Standard 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-229,6-10=-30 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-16,6-10=-6 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-16,6-10=-6 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-209,6-10=-10 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-209,6-10=-10 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-50,6-10=-6 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-91,6-10=-6 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-209,6-10=-10 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-209,6-10=-10 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pit) Vert:1-5=-195,6-10=-10 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-368,6-10=-10 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-368,6-10=-10 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:1-5=-368,6-10=-10 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-5=-368,6-10=-10 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MTek• 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 teas systems.seeANSI/1PI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avagabie from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type •► QI . Ply T12978780 14910T0 FT01 Flat 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:22 2018 Page 1 I D:zgo0oiuAQ8g5H RW MjdZx7azyR56-V5JamS64VDBrg5_?M2_2PxKXi84V5dgFOfCf?czuXOV 2-6-8I 4-6-8 I 5-10-4 I 7-1-8 9-1-8 I 11-8-8 2-6-8 2-0-0 1-3-12 1-3-4 2-0-0 2-7-0 Scale=1:20.6 2x4 I 4x5= 2x4 11 2x4 11 4x5= = 1 2 13 3 4 5 6 1 • 1 12 0 8 4x5= 7 10 4x5= 4x5= 4x5= 4-6-8I 5-10-4 I 7-1-8 l 11-8-8 4-6-8 1-3-12 1-3-4 4-7-0 Plate Offsets(X,Y)-- [6:0-3-0,0-3-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.02 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(CT) -0.03 9-10 >999 240 BCLL 0.0 * Rep Stress Ind- YES WB 0.22 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Wind(LL) 0.01 8 >999 240 Weight:66 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=686/0-5-8,12=649/0-3-0 Max Uplift 10=192(LC 8),12=-182(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-810/221,3-4=-810/221,4-5=-810/221,7-11=-141/551,6-11=-141/551 BOT CHORD 9-10=-167/553,8-9=-221/810,7-8=-169/561 WEBS 2-10=-746/235,2-9=-80/384,5-8=-78/371,5-7=-674/214,6-12=-665/186 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-3-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 192 lb uplift at joint 10 and 182 lb uplift at joint 12. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2°gypsum sheetrock be applied directly to the bottom chord. 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.109312015 BEFORE USE. wi. 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 briding design. Bracing Indicated Is to prevent buckling of lndivklual truss web and/or chord members only. Additional temporary and permanent bracing MITek° Is always required for sktlllty 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 Qualify 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 • .. 6.4 Ply T12978781 14910T0 J01 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:22 2018 Page 1 I D:zgo0oiuAQ8g5HRW MjdZx7azyR56-V5J amS64VD8rg5_?M2_2PxKe087r5gKFOfCf?czuXOV 1-4-1 1-4-1 5.00 12 Scale=1:8.5 2 ,i t o I I 3 MAr' 3x4= 1-4-1 1-4-1 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 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/TPI2014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-1 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=30/Mechanical,3=23/Mechanical,1=53/0-5-8 Max Horz 1=23(LC 12) Max Uplift 2=-17(LC 12),3=-7(LC 12),1=-4(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.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 17 lb uplift at joint 2,7 lb uplift at joint 3 and 4 lb uplift at joint 1. Ak WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mitekc connectors.This design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design 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,seeANSI/19I1 Quality Criteria,058,89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type •• Oty. Ply T12978782 14910T0 J02 Corner Jack 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:23 2018 Page 1 I D:zgoQoiuAQ8g5HR W MjdZx7azyR56-zltyzo7iGW GiSFZCvlVHy8tpTYThg7aOdJxDX3zuXOU 1-10-15 1-10-15 Scale=1:9.8 5.00 I12 2 • 1 mjir • II 3 3x4 I 1-10-15 1-10-15 Plate Offsets(X,Y)-- [1:0-0-0,0-1-6],[1:0-1-11,0-4-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 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/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 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=46/Mechanical,3=30/Mechanical,1=76/0-5-8 Max Horz 1=32(LC 12) Max Uplift 2=-26(LC 12),3=-5(LC 12),1=-8(LC 12) Max Gray 2=46(LC 1),3=34(LC 3),1=76(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 2,5 lb uplift at joint 3 and 8 lb uplift at joint 1. Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M/I-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mnek®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 Wel( 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/IPlt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety trdormatlon avalabie from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type "• 8jy, Ply T12978783 1491010 TO1 HALF HIP SUPPORTED 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:24 2018 Page 1 I D:zgoOoiuA08g5H RW MjdZx7azyR56-RU RLB87L1 gPZ3P8OTTOW VMPzWyoOZZgXrzhm4VzuXOT 1 2-4-131 5-6-0 2-4-13 3-1-3 Scale=1:10.5 3x6— 2x4 11 2x4 11 2x4 11 500112 2 3 4 5 • .74 x""""""44•Z:•::i :4 4 4iiiiii i•:44 iii" 4 W44.:iiii•i 44444•" :ii""4.:•44•:•:•���i iii i44444 i 4":4 4iii 7 6 2x4 2x4 II 2x4 II 2x4 5-6-0 5-6-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 0.07 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S I Weight:18 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 DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-6-0. (Ib)- Max Horz 1=32(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8 Max Gray All reactions 250 lb or less at joint(s)1,6,7,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-8=-129/250 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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) Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,7,8. 1 it 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 Miiekv 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 MR*" 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 of trusses and truss systems,seeANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdla le from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ,� Oty• Ply T12978784 14910T0 T02 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:25 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-vg?jOU8zo8XQhYja1 AXI1 Zy5W L3D11 Dh4dQKcxzuXOS 4-7-13 5-6-0 4-7-13 0-10-3 4x5= Scale=1:16.8 2 5.00 12 '3 10 9 1 '1111111 : 4 5 2x4 II 3x5 II 2-7-10 4-7-13I 5-6-0 2-7-10 2-0-3 0-10-3 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. ()EFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.08 5-8 >843 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.10 5-8 >643 180 BCLL 0.0 * Rep Stress lncr YES WB 0.06 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=24/Mechanical,4=194/Mechanical,1=218/0-5-8 Max Horz 1=80(LC 12) Max Uplift 3=-17(LC 8),4=-63(LC 12),1=-39(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-7-13,Exterior(2)4-7-13 to 5-5-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.1043=015 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 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 Wry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalton avdiable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Typetilty Ply 712978785 14910T0 T03 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:28 2018 Page 1 I D:zg000i uAO8g5H RW MjdZx7azyR56-KFgrOV Br53v?YOS9iJ4SfCabEZOSVE57mbf_DGzuXOP 14-2-8 3-1-3 6-2-8 1 7-6-81 8-10-8 , 10-2-8 I 11$$ I 12-10.8 113-8-4 17-3-13 I 20-5-0 3-1-3 3-1-5 B-6-40-9-12 1-4-0 1-4-0 1-4-0 1-4-0 0912D-6- 3-1-5 3-1-3 5x6= Scale=1:36.1 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM,OR PROPERLY CONNECTED 10 T PURLINS AS SPECIFIED. 12 NAILED 36 8 37 5 r 14 NAILED 7x10 5 ' PI NPILED +AILED 38 5.00 12 NAILEC 9 13 r 4x — 5x6 C 7x10= 2 NAILED 4 �` 11 15 NAILED nED 31 1111 4x5 .-- 79 ]°Q — I)I) ri 11Al.... it 111 W 3 11 n o n n 16 17 4x5 stita 6I q r; nn o no nn' on fig nn 1111 0 on 28 24 29 2330 22 31 21 32 33 20 34 5NAILED 4x5- NAILED 6x6_ NAILED 4x10— NAILED 4x5— NAILED 4x5= 19 3x5 I 13x5 I I NAILED NAILED NAILED NAILED 3-1-3 6-8-12 10-2-8 13-8-4 17-3-13 20-5-0 1 3-1-3 3-7-8 1 3-5-12 1 3-5-12 3-7-8 3-1-3 1 Plate Offsets(X,Y)-- [2:0-2-8,0-2-12],[3:0-1-15,Edge],[10:0-3-0,0-2-4],[16:0-0-7,Edge],[17:0-2-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 22-23 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.12 22-23 >999 180 BCLL 0.0 ". Rep Stress Incr NO WB 0.62 Horz(CT) 0.04 19 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:153 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, 2-17:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-8 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):9,6,13 REACTIONS. (lb/size) 25=1459/0-5-8,19=1461/0-5-8 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE Max Horz 25=126(LC 7) OF THE TRUSS ONLY.FOR STUDS EXPOSED TO WIND Max Uplift 25=-432(LC 8),19=-432(LC 8) (NORMAL TO THE FACE),SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE,OR CONSULT FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI I. TOP CHORD 1-2=-1715/525,2-3=-2296/718,3-4=-1427/500,4-6=-1332/454,6-7=-1332/454, 7-9=-1332/454,9-11=-1332/454,11-13=-1332/454,13-15=-1332/454,15-16=-1452/511, 16-17=-2322/729,17-18=-1719/524,1-25=-1381/422,18-19=-1385/421,3-5=-965/271, 5-8=-978/330,8-10=-925/335,10-12=-925/335,12-14=-978/330,14-16=-966/271 BOT CHORD 23-24=-406/1528,22-23=-630/2303,21-22=-628/2305,20-21=-409/1532 WEBS 2-24=-407/165,2-23=-268/936,4-23=-418/238,9-22=-28/401,15-21=-414/238, 17-21=-279/949,17-20=-399/169,1-24=-449/1628,18-20=-447/1633,9-10=-131/484, 5-6.269/181,13-14=-268/181 NOTES- 1)Unbalanced roof live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 25=432,19=432. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)NAILED*indicates 3-10d(0.148'x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,16-17=-60,17-18=-60,19-25=-20,3-10=-60,10-16=-60 Continued on page 2 t 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M►TEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. id Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appllcab8ity of design parameters and properly incorporate linin design Into 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 Iabrk'atbn.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 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 • Qty, Ply T12978785 1491010 T03 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:28 2018 Page 2 I D:zgodoiuAQ8g5H RW MjdZx7azyR56-KFgrOVBr53v?Y0S9iJ4SfCabEZOSVE57mbf_DGzuXOP LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:23=-51(B)22=51(B)10=-86(B)26=-86(B)27=-86(B)28=-174(B)29=-51(B)30=-51(B)31=-51(B)32=-51(B)33=-51(B)34=-174(B)35=-86(B)36=-86(B) 37=-86(B)38=-86(B) 1 ► Q 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 8 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 balding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPi 1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty, Ply T12978786 14910T0 T04 Common 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:29 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-oREDErBTsM 1 SAAOLGOchCP6mtzNsElrH?FOXIizuX00 5-8-4 10-2-8 14-8-12 20-5-0 5-8-4 4-6-4 4-6-4 5-8-4 6x6= Scale=1:36.0 3 5.00 F11 12 2x4 I I 11 2x4 I 2 4 le 10 13 4x5 4x5 5 * 8 14 15 7 9 2x 6 411 2x4 II 7x10= 4x10= 5-8-4 14-8-12 20-5-0 5-8-4 9-0-8 5-8-4 Plate Offsets(X,Y)-- 13:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.15 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.31 7-8 >773 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 6 Na n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-AS Weight:113 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) 9=805/0-5-8,6=805/0-5-8 Max Horz 9=-124(LC 10) Max Uplift 9=-210(LC 12),6=-213(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1093/348,2-3=-1090/454,3-4=-1085/456,4-5.1097/359,1-9=-763/298, 5-6=-762/300 BOT CHORD 7-8=-183/727 WEBS 3-7=-122/408,4-7=-328/231,3-8=-132/412,2-8=-332/233,1-8=-210/877,5-7=-224/879 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-2-8,Exterior(2) 10-2-8 to 13-2-8 zone;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=210,6=213. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' Is always required for stability and to prevent collapse wilts possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 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 T12978787 1491010 T05 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:30 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-GeocRBC5dg9jnKbYgk7wkdfsdMmNzEIQEv85H9zuXON 2-0-0 8-1-0 2-0-0 6-1-0 300 12 Special Scale=1:23.4 5x6 2x4 II NAILED NAILED 2 9 10 3 4 3x4 j: " " 1 0 NM , M to =; 7 11 12 6 8 3x4= NAILED NAILED 5 2x4 I I Special 3x4= 2-0-0 8-1-0 2-0-0 6-1-0 Plate Offsets(X,Y)-- [2:0-1-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.10 6-7 >959 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.12 6-7 >811 180 BCLL 0.0 ` Rep Stress Ina NO WB 0.23 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:49 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) 8=318/0-5-8,5=303/Mechanical Max Horz 8=105(LC 8) Max Uplift 8=-268(LC 4),5=-270(LC 5) Max Gray 8=391(LC 31),5=369(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-285/209,1-8=-439/310 BOT CHORD 6-7=-209/266 WEBS 2-6=-303/238,1-7=-297/416 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=268,5=270. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 lb down and 157 lb up at 2-0-0 on top chord,and 93 lb down and 93 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-20,5-8=-20 Concentrated Loads(lb) Vert:7=-4(B)11=-1(B)12=-1(B) 1 I / 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MiEK 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 1111 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,seeANSl/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Soley Information available.from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply 1 T12978788 1491 OTO 106 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:32 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-COwMstEM9HPR1 diwx890p2kImATIR9ojhDdBM 1 zuXOL 4-0-0I 8-1-0 4-0-0 4-1-0 3.00 12 5x6= 2x4 I I Scale=1:25.0 9 2 10 3 4 IIII 11 3x4% '- N 1 1114% 0 F lhillN%. h= MI ' , ,,c, ■ rr r OM 7 6 8 3x4= 5 2x4 II 3x4 4-0.0l 8-1-0 4-0-0 4-1-0 Plate Offsets(X,Y)-- [2:0-1-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.03 6-7 >999 180 - BCLL 0.0 * Rep Stress Ind- YES WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:51 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) 8=315/0-5-8,5=300/Mechanical Max Horz 8=144(LC 11) Max Uplift 8=-111(LC 8),5=-132(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-288/226 BOT CHORD 6-7=-216/259 WEBS 2-6=-272/223 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(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 7-11-0 zone;end vertical right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=111,5=132. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. / 1 Q 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 k based only upon parameters shown,and Is for an Individual building component,notMN 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/1P1I 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. Tempe,FL 33610 Job Truss Truss Type -., Qty. Ply T12978789 14910TO T07 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:33 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-gDUk4DE_wbXHenK7VsgdMFHPtaofActswtMluTzuXOK 6-0-0I 8-1-0 6-0-0 2-1-0 12 5x6— 2x4 Scale=1:27.9 3.00 2 3 4 1 ��r� 3x4% 9 0 1 1 f IIIr. o v ro Id?io 5 2x4 I I 3x4= • I 6-0-0 l 8-1-0 6-0-0 2-1-0 Plate Offsets(X,Y)-- [2:0-1-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.08 7-8 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 5 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, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=315/0-5-8,5=300/Mechanical Max Horz 8=146(LC 12) Max Uplift 8=-82(LC 8),5=127(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-267/171 WEBS 2-7=-19/267,2-6=-363/253 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-0-0,Exterior(2)6-0-0 to 7-11-0 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 5=127. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Wok®connectors.This Is s design based r,nl y upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applio:u1 silty 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 Crlterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avcNcrile from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ,, otf. Ply T12978790 14910TO T09 Monopitch 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:34 2018 Page 1 1 D:zgo0oiuAQ8g5HRW MjdZx7azyR56-9P26HZFchvf8GxvJ3ZBsvTggG_OJv4bO8X61QwzuXOJ 4-0-8 8-1-0 4-0-8 4-0-8 3.00 12 2x4 I I Scale=1:29.3 3 4 3x4 2 8 2xtrAil! 3x4 8-1-0 8-1-0 I Plate Offsets(X,Y)-- [2:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.23 6-7 >410 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.49 6-7 >195 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.11 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:49 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) 5=300/Mechanical,7=315/0-5-8 Max Horz 7=165(LC 12) Max Uplift 5=-129(LC 12),7=-68(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=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-11-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) 5=129. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 1 1 Mea 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1&93/2015 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 teas 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 fabdcatlon storage,delivery,erection and bracing of trusses and truss systems,seeANSl/lP,i Quality Cdtorlo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irtormafon avcitable from Truss Plate institute,218 N.Lee.Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . Qyr . Ply T12978791 14910T0 T10 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:35 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-dbcVUvGESCn?u5UVcHj5RgMiZNRceUV9NBrrzMzuX01 2-0-0 7-11-8 8-5-8 2-0-0 5-11-8 0-6-0 Scale:3/4"=1' Special 4x5= 4x5- 5.00112 NAILED NAILED 2 11 12 3 4 2 - Ib X 7 4x5 13 14 = 6 Special NAILED NAILED 2x4 II 3x5 11 5 3-Q 2-0-0 I 7-11-8 1 8-5-8 3- 1-9 0 5-11-8 0-6-0 Plate Offsets(X,Y)-- [1:0-0-2,0-0-61,[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI- DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.17 6-7 >580 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.16 6-7 >617 180 BCLL 0.0 * Rep Stress Ind- NO WB 0.26 Horz(CT) 0.00 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=318/0-5-8,1=355/0-3-8 Max Horz 1=35(LC 21) Max Uplift 5=-230(LC 5),1=-225(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-672/477,2-3=-596/439,3-6=-296/221 BOT CHORD 1-7=-427/582 WEBS 3-7=-448/609 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=230,1=225. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148`x3.25")toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 106 lb up at 2-0-0 on top chord,and 29 lb down and 14 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(p1f) Vert:1-2=-60,2-3=-60,3-4=-20,5-8=-20 Concentrated Loads(lb) Vert:7=-25(B)13=-11(B)14=-11(B) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-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 bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M Frei( is always required for stability and to prevent collapse with potable personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/1PI1 Quality Cdferla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avdldble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type y Qty Ply TI2978792' 14910T0 T11 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 5 Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:36 2018 Page 1 I D:zgo0oiuAQ8g5HRW MjdZx7azyR56-5o9tiEHsCWvsV F3hA_EK_uv_InoYNyUJcrbPVozuXOH 4-0-0 7-11-8 8-5-8 4-0-0 I 3-11-8 0-6-0 Scale=1:16.8 4x5= 3x4= 2 12 3 4 5.00 FIT 11 ' N 1 I Id 7 3x4= 6 3x5 II 3x4= 5 3x6 I I ¢3 q 4-0-0 I 7-11-B 8-5-8 b a d 3-9-0 3-11-8 0-6-0 Plate Offsets(X,Y)-- [1:0-1-11,0-4-13],[1:0-0-0,0-1-6],[6:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) -0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=297/0-5-8,1=328/0-3-8 Max Horz 1=69(LC 12) Max Uplift 5=-202(LC 9),1=-193(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-453/613,2-3=-376/609,3-6=-326/467 BOT CHORD 1-7=-606/379 WEBS 3-7=-700/432 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 4-0-0,Exterior(2)4-0-0 to 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 5=202,1=193. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters end 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 bu Ilding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent tracing MiTek. is always required 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,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type �� Qty. Ply T12978793 14910T0 T12 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:37 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-Z.jFvaHUzp1 j7OeukilZW 5S58B8h6Q6SrVKy1 FzuXOG 6-0-0 7-11-8 8-5-8 6-0-0 1-11-8 0-6-0 4x5= Scale=1:20.1 3x4= 2 3 4 12 0 11 im s om mim r la ►' 73x4= 6 ►, 3x5 I I 3x4= 5 3x6 II t3-Q 6-0-0 , 7-„-6 8-5-8I 5 6, 3- 5 9-0 1-11-8 0-6-0 Plate Offsets()(,Y)-- [1:0-1-11,0-4-13],[1:0-0-0,0-1-0],[6:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.12 7-10 >851 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.09 7-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) -0.02 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=297/0-5-8,1=328/0-3-8 Max Horz 1=103(LC 12) Max Uplift 5=-192(LC 12),1=-183(LC 12) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-318/348,2-3=-229/388,3-6=-491/791 BOT CHORD 1-7.392/234 WEBS 3-7=-838/494 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Exterior(2)6-0-0 to 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=192,1=183. 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. WARNV O-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mliek®connectors.This design Is based only upon parameters shown,and Is for an Indwidual 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 buldirng design. Bracing Indicated Is to prevent buckling of lndivivai truss web and/or chord members only. Additional temporary and permanent bracing M(Tek ,. Is always required for stabiity 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/lPtl Quality Cattalo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely lolormallon ow:iable from Truss Plate institute,218 N.Lee Street.Sulte 312,Alexandria.VA 22314. Tampa.FL 33610 __ i Job Truss Truss Type .10 (SD, Ply T12978794 14910T0 T13 Roof Special 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:38 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-1 AHd7w17k79a1YD41 PGo3J_GgbU6rtgb394W ZhzuXOF 6-0-0 7-11-8 6-0-0 1-11-8 2x4 II Scale=1:22.5 3 4 bc4" 5.00 12 2 11 10 om min Io Cal 6 pro 5x6= 3x4= 5 ¢3'Q 8.2.8 8-2-8 Plate Offsets(X,Y)— [1:0-0-6,0-0-2],[1:0-r5,0-0-5],[1:Edge,0-2-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.40 6-9 >247 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.32 6-9 >310 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) -0.03 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=297/0-5-8,1=328/0-3-8 Max Horz 1=133(LC 12) Max Uplift 5=-203(LC 12),1=-171(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-6=-277/202 WEBS 2-6=-387/531 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th 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 7-10-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 5=203,1=171. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. V WARNING-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 MITek®connectors.lois 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 Its design into 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/WPI 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 ., Qtr. Ply T12978795 14910T0 T14 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:39 2018 Page 1 I D:zgo0oiuAQ8g5HRW MjdZx7azyR56-VNr?KGJIV RHRMinGr6n1 cW XVG?tBaHsl Ipg367zuX0E 2-4-2 4-7-8 6-6-8 8-5-8 2-4-2 2-3-6 1-11-0 1-11-0 2x4 II Scale=1:16.5 3 4 5.00171-2- 3x4 15 • 4x10= 2x4 II 3x4= .gga0 .0111111111°lrigll6 7 2 Pli kilivo n I N 1 � 11 3x4= 10 9 2x4 H 3x8= kati 3x4= 8 3x6 11 2x4 11 3- 2-4-2 6-6-8 I 65 8 3- 2-1-2 4-2-6 1-11-0 Plate Offsets(X,Y)-- [1:0-1-11,0-4-13],[1:0-0-0,0-1-6],[5:0-5-0,0-1-12] LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.01 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(CT) -0.02 10 >999 240 BCLL 0.0 * Rep Stress Ina NO WB 0.36 Horz(CT) 0.01 8 rila n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Wind(LL) 0.02 10 >999 240 Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:3-5 WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1175/0-5-8,1=689/0-3-8 Max Horz 1=110(LC 12) Max Uplift 8=-85(LC 9),1=-i37(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1142/715,5-6=-1217/585,6-7=-1217/585,7-8=-1148/494 BOT CHORD 1-11=-783/1014,10-11=-847/1387,9-10=-874/1427 WEBS 2-11=-133/252,5-11=-523/79,5-9=-245/337,6-9=-814/137,7-9=-736/1532, 2-5=-937/712 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except Qt=lb) 1=137. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-4=-20,5-7=-334,8-12=-10 WARNNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.this design k based only upon parameters shown.and is for an individual txiilding 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 IndNidual 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,D38-89 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 T12978796 14910T0 T15 Half Hip 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:40 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-zZPOYcKNGkQl_sMTPglG8k4ZPO8EJ19uXTZceZzuXOD 2-4-2 4-7-8 6-4-12 8-5-8 2-4-2 2-3-6 1-9-4 2-0-12 Scale=1:17.0 2x4 I I 3 4 5.00 12 3x4 14 • 4x10= 3x4= 2x4 7 2 01,111111001r111.1 NNE • 110• 147 ..../11111111111111111.111 ..A11111111111166.. 10 3x4= 9 3x4— " 3x5 11 8 4x5= 6 2-4-2 4-7-8 8-5-8 fi 2-1-2 I 2-3-6 I 3-10-0 Plate Offsets(X,Y)-- [1:0-2-4,0-1-1],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[5:0-5-4,0-1-4],[8:0-2-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.02 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.04 9 >999 240 BCLL 0.0 * Rep Stress!nor NO WB 0.30 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Wind(LL) 0.04 8-9 >999 240 Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:3-5 WEDGE BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. Left:2x4 SP No.3 REACTIONS. (lb/size) 8=761/0-5-8,1=690/0-3-8 Max Horz 1=115(LC 12) Max Uplift 8=-219(LC 9),1=-158(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1147/764,5-9=-308/33,5-6=-1497/1066 BOT CHORD 1-10=-835/1019,9-10=-1033/1442,8-9=-605/975 WEBS 2-10=-162/270,5-10=-565/239,6-9=-546/613,6-8=-1194/741,2-5=-945/754 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=219,1=158. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s). 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:1-3=-100,3-4=-20,5-7=-100,8-11=-10 Concentrated Loads(Ib) Vert:15=-533 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.18832015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. 13ractng Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IAMBIC Is dways required for stability and to prevent collapse with possit ale personal injury and property damage. For general guidance regarding the lubrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Crtledld,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 T12978797 14910T0 T16 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:41 2018 Page 1 ID:zgo0oiuAQ8g5HRWMjdZx7azyR56-RlzmlyL?12Y9c0xfzXpW hxcrloZi2BL217JAA0zuX0C 2-4-2 4-7-8 6-6-8 8-5-8 2-4-2 2-3-6 1-11-0 1-11-0 Scale=1:16.4 3x6= 2x4 II 3 4 5 5.00 12 3x4 16 • 4x10= 2x4 II 3x4= 7 2 6 1010 • 17 1 • 12 3x4= 11 10 2x4 11 3x8= 3x4= 9 3x6 11 2x4 11 3Q 2-4-2 6-6-8 858 3- 2-1-2 4-2-6 1-11-0 Plate Offsets(X,Y)-- [1:0-1-11,0-4-13],[1:0-0-0,0-1-6],[3:0-3-0,0-2-4],[6:0-5-0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.01 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(CT) -0.02 11 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP WInd(LL) 0.02 11 >999 240 Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:4-6 WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left:2x4 SP No.3 REACTIONS. (lb/size) 9=1175/0-5-8,1=689/0-3-8 Max Horz 1=79(LC 12) Max Uplift 9=-91(LC 9),1=-146(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1139/715,2-3=-277/145,6-7=-1217/559,7-8=-1217/559,8-9=-1148/474 BOT CHORD 1-12=-735/1009,11-12=-771/1357,10-11=-818/1427 WEBS 2-12=-119/260,6-12=-539/44,6-10=-245/319,7-10=-814/137,8-10=-704/1532, 2-6=-769/568 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-6-0,Exterior(2)3-6-0 to 4-6-0,Interior(1)4-3-4 to 8-3-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) 1=146. LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,6-8=-334,9-13=-10,3-4=-100,4-5=-20 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.101032015 BEFORE USE. mit Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual buss web ad/or chord members only.Additional temporary and permanent bracing M Frei(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/lPt1 Quality Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street,Suite 312,A)exadfa,VA 22314. Tampa.FL 33610 Job Truss Truss Type y Q),. Ply T12978798 1491 OTO T17 Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:43 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-O84 W AeM FZf otrJ524ys_mMi7OcEc W AI KDRoHFuzuXOA 2-0-0I 6-9-0 I 8-9-0 2-0-0 4-9-0 2-0-0 Scale=1:16.4 Special Special 4x5= 4x5= 5.00 12 NAILED 3 17 4 5x6 54x50 2 i 1110. 6 0 r a 8 18 7 2x4 11 NAILED 2x4 3x8 I I Special Special 3x8 11 2-0-0 6-9-0 8-9-0 2-0-0 4-9-0 2-0-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-4],[6:0-6-3,0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.01 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 " Rep Stress lncr NO WB 0.05 Horz(CT) 0.01 6 rt/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=359/0-5-8,6=359/Mechanical Max Horz 1=15(LC 7) Max Uplift 1=-120(LC 8),6=-i20(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-462/179,3-4=-400/160,4-6=-463/180 BOT CHORD 1-8=-138/394,7-8=-135/400,6-7=-138/394 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(it=lb) 1=120,6=120. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 111 lb up at 2-0-0,and 57 lb down and 111 lb up at 6-9-0 on top chord,and 26 lb down and 12 lb up at 2-2-2,and 26 lb down and 12 lb up at 6-6-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-6=-60,9-13=-20 Concentrated Loads(Ib) Vert:8=-8(F)7=-8(F)18=-3(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/IX312015 BEFORE USE. Design valid for use oily 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 bulking design. Bracing Indicated is to prevent budding of IndNldud truss web and/or chord members only.Additional temporary and permanent tracing MiTek" 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/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdiable from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • CNA Ply T12978799 14910T0 T18 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:44 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-sKeuNzNtKzwkTTgEegNDIaENsObyFctUS5XgnLzuX09 4-0-014-4-8i4-9-01 8-9-0 4-0-0 0-4-8 0-4-8 4-0-0 4x5 I I Scale=1:18.8 3 5.00 12 16 15 5x6 4x5 2 1 5 0 _J d C } 6 2x4 II 3x8 II 3x8 11 4-0-04-484-9-8 8-9-0 4-0-0 10-4-810-4-81 4-0-0 Plate Offsets(X,Y)-- [1:0-2-8,0-0-4],[5:0-6-3,0-0-31 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=350/0-5-8,5=350/Mechanical Max Horz 1=-32(LC 10) Max Uplift 1=-92(LC 12),5=92(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-407/248,3-5=-366/246 BOT CHORD 1-6=-149/340,5-6=-149/340 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th B=45ft;L=24th;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-4-8,Exterior(2)4-4-8 to 8-9-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MITek®connectors.Ills design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional ternporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely lnformalon avdtab le from Truss Plate Institute,218 N.Lee Street,Suite 312,Ajexardda VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 7129788001 14910TO T19 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:45 2018 Page 1 I D:zgo0oiuAQ8g5HR W MjdZx7azyR56-KW CHbJO W 5H2a4dFQCNuSmnYyPpv_?QdgkHNJnzuX08 3-11-8 7-11-0 3-11-8 3-11-8 4x5 I I Scale=1:17.9 3 5.00 12 5x65x6 4 5 1 111110 15 166 17 18 111"41JUS24 JUS24 JUS24 hid, 011,4 2x4 II 4x10 II JUS24 4x10 l 3-11-8 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[5:0-7-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.04 6-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=986/0-5-8,5=986/0-5-8 Max Horz 1=-30(LC 23) Max Uplift 1=315(LC 8),5=315(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1223/402,3-5=-1223/402 BOT CHORD 1-6=-322/1091,5-6=-322/1091 WEBS 3-6=-226/776 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=315,5=315. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-6-12 from the left end to 6-4-4 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-5=-60,7-11=-20 Concentrated Loads(Ib) Vert:15=-339(B)16=-330(B)17=-330(B)18=-339(B) 1 1 0 WARNING-Verify design 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 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/TPI 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,Nexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type f Qty. Ply T12978801 14910T0 T20 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:46 2018 Page 1 ID:zgo0oiuAQ8g5HRW MjdZx7azyR56-ojmfofO8saARingcm5PhO?ly1 plvj W TnvOOxrDzuX07 3-11-8I 7-11-0 3-11-8 3-11-8 4x5 II Scale=1:17.5 3 5.00 7 16 15 5x6* 5x6 4 2 1 5 — i d 6 2x4 II 3x8 11 3x8 I1 1 3-11-8 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-4],[5:0-6-3,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.14 Vert(LL) -0.01 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 6-13 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017TTP12014 Matrix-AS Weight:371b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=317/0-5-8,5=317/0-5-8 Max Horz 1=30(LC 11) Max Uplift 1=-83(LC 12),5=-83(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-353/228,3-5=-353/228 BOT CHORD 1-6=-131/291,5-6=-131/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=451t;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 3-11-8,Exterior(2)3-11-8 to 7-1-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. � I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10103/2016 BEFORE USE. Design valid for use only with Mllek®connectors.This design is based only upon urometers shown,and is tor an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal inlay and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Ptt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312-Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r QV Ply 112978802 14910T0 T21 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:47 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-GvK 10?Pmdul I KxPpJowwwCsuLDZPSxzw82mUOfzuX06 3-11-8 7-11-0 3-11-8 3-11-8 4x5 11 Scale=1:17.5 3 5.00,12 r 5x6� 5x6 2 4 1 \ / 5 = 15 16 6 17 =, 2x4 II 3x811 3x8 11 3-11-8I 7-11-0 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-2-8,0-0-4],[5:0-6-3,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.03 6-9 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.16 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0,Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=686/0-5-8,5=612/0-5-8 Max Horz 1=-30(LC 23) Max Uplift 1=-162(LC 8),5=-146(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-784/203,3-5=-789/204 BOT CHORD 1-6.139/691,5-6=-139/691 WEBS 3-6=-72/430 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=162,5=146. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 57 lb up at 1-6-4,and 222 lb down and 57 lb up at 3-6-4,and 222 lb down and 57 lb up at 5-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase-1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,7-11=-20 Concentrated Loads(Ib) Vert:15=-222 16=-222 17=-222 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M6-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T Ex/riding 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,seeANS1/lPl1 Quality Criteria,13511-59 and BCSI Building Component 6904 Parke East Blvd. 1, Sdety Information avotiable from truss Plate institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa.FL 33610 t Job Truss Truss Type t Q44. Ply T12978803 14910TO T22 Half Hip Girder 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:48 2018 Page 1 I D:zgo00iuAQ8g5HRW MjdZx7azyR56-k5uPDL000CQ9y5z?tVR9TQP0SdnTBQ04NiV1 w6zuX05 2-0-0 6-1-4 2-0-0 4-1-4 Scale=1:11.6 Special 4x5— NAILED 5.00 NY 2 9 3 e 1 ♦ 10 4 5 2x4 II NAILED Special 3x6 11 2-0-0 6-1-4 2-0-0 I 4-1-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-8,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.16 4-5 >450 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.26 4-5 >264 180 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(CT) 0.12 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=121/Mechanical,4=137/Mechanical,1=261/0-5-8 Max Horz 1=35(LC 8) Max Uplift 3=-88(LC 4),4=-30(LC 5),1=-85(LC 8) Max Gray 3=121(LC 1),4=146(LC 3),1=261(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-268/147 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 89 lb up at 2-0-0 on top chord,and 27 lb down and 33 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)in the LOAD CASE(S)section,loads applied to the Lace of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-25(B)10=-11(B) t ► WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/132015 BEFORE USE. Design valid for use only with MIlek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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 Mak' Is always required for stablitly and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Cdteda,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 } Qty Ply T12978804 14910TO T23 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:49 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-DISnQhRO9VYOZEYBRDzO?dxBg 197wtJ DbMFbSYzuX04 2-6-6 6-1-4 2-6-6 3-6-14 Scale=1:12.5 NAILED 4x5= NAILED 2 9 3 5.00 H2 — — — 17c i q " 1 ♦ NAILED 4 5 2x4 II NAILED 3x6 II 2-6-6 • 6-1-4 2-6-6 3-6-14 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.16 4-5 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.26 4-5 >284 180 BOLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.13 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 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=107/Mechanical,4=166/Mechanical,1=270/0-5-8 Max Horz 1=44(LC 8) Max Uplift 3=-76(LC 4),4=-41(LC 8),1=-83(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=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)"NAILED"indicates 3-10d(0.148'x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=-6(F)5=-33(F)9=-4(F)10=-17(F) IMMIM 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mff-7473 rev.10V3r2015 BEFORE USE. Design valid for use only with Milek®connectors.Ills design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the buildIng designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI I Quality Criteria,058-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avcitoble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty. Ply T12978805 14910T0 T24 . Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:49 2018 Page 1 I D:zgoQoiuAQ8g5H RW MjdZx7azyR56-DI SnQhRO9VYOZEYBRDzO?dxBl1 AFws_DbMFbSYzuX04 4-0-0 6-1-4 4-0-0 2-1-4 Scale=1:15.4 4x5= 2 3 5.00 12 9.dll 52x4 I I 4 ►� 3x6 11 4-0-0 6-1-4 4-0-0 2-1-4 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-12,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.33 Vert(LL) 0.16 5-8 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 5-8 >343 180 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.10 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=61/Mechanical,4=180/Mechanical,1=242/0-5-8 Max Horz 1=69(LC 12) Max Uplift 3=45(LC 8),4=-45(LC 12),1=-51(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 6-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 1 � mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.164132015 BEFORE USE. Design valid for use only with MiTek®connectors.This design 6 based only upon parameters shown,and is for an Individual betiding component,not a teas 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 Indivklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of teases and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,21814.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 fJob Truss Truss Type p Qty Ply 712978806 14910T0 T25 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:50 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-hUOAel SevpgtBO7O?wUdYrUMbQXLfJGMgO_8?_zuX03 4-6-6 6-1-4 4-6-6 1-6-14 4x5 = r Scale=1:16.5 2 3 NI 5.00 12 11:111111111111k to 9 (\ N N N _ALI, • ipp„_ ■ 1, 5 4 2x4 II 3x5 I I 4-6-6 6-1-4 4-6-6 1-6-14 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0.5,0-6-5],[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.14 5-8 >513 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.19 5-8 >389 180 BCLL 0.0 * Rep Stress Ina YES WB 0.06 Horz(CT) 0.08 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=45/Mechanical,4=196/Mechanical,1=242/0-5-8 Max Horz 1=78(LC 12) Max Uplift 3=-33(LC 8),4=-56(LC 12),1=-48(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 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 4-6-6,Exterior(2)4-6-6 to 6-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. MINIM 0 WARNING-Verify daslyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use only with Milek®connectors.This design is based only upon p n ameters shown,and Is for an individual building component not a teas system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design.Brachg Indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal hilly and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSJ/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safely Information avdiable from Truss Plate Institute,218 N.Lee Street,Srlte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type .a Oty Ply T12978807 14910TO T26 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:51 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-9gZYrNSGg7okpYiaYe?s521 WogrjOmUW3gkiXRzuX02 4-0-0 6-1-4 4-0-0 2-1-4 Scale=1:15.4 4x5= 2 ,�5.00 12 9 p■■ Ipind 4 52x4 I I 4x5= 4-0-0 6-1-4 4-0-0 2-1-4 Plate Offsets(X,Y)-- [1:0-0-6,0-0-2],[1:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.16 5-8 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 5-8 >343 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.10 3 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight 22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=61/Mechanical,4=180/Mechanical,1=242/Mechanical Max Horz 1=69(LC 12) Max Uplift 3=-45(LC 8),4=-45(LC 12),1=-51(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=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 4-0-0,Exterior(2)4-0-0 to 6-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joInt(s)3,4,1. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 51/-7473 rev.1093/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Indivklual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Qualify Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd. Solely Information avdiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type . QLy Ply 712978808 14910T0 T27 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:52 2018 Page 1 I D:zgoQoi uAQ8g5H R W MjdZx7azyR56-dt7w3jTvRQwbQi Hm6 LW 5dGZiwEA?7Dhf HKTF3tzuX01 3-4-12 I 6-1-4 3-4-12 2-8-8 Scale=1:14.1 4x5 2 3 5.00 12 9 ! 1 ♦ 4 52x4 II 3x6 1I 3-4-12 6-1-4 3-4-12 2-8-8 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-12,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.17 5-8 >416 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.23 5-8 >312 180 BCLL 0.0 " Rep Stress Incr YES WB 0.07 Horz(CT) 0.12 3 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=79/Mechanical,4=162/Mechanical,1=242/0-5-8 Max Horz 1=59(LC 12) Max Uplift 3=-58(LC 8),4=32(LC 12),1=-54(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-4-12,Exterior(2)3-4-12 to 6-0-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.100312015 BEFORE USE. Design valid for use oily 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. &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 possde 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 lnformallon available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 1 QLr Ply T12978809 114910T0 T28 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:02:53 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-53hIG2UXCk2S2sszg31 KAT6ryecksh3pW_DobJzuX00 5-4-12 6-1-4 5-4-12 I 0-8-8 4x5= Scale-,1:18.4 3 rl 5.00 I12 �” 10 y 1 ai a s Itra 2x4 3x5 11 5-4-12 6-1-4 5-4-12 I 0-8-8 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-51,[1:0-2-4,0-1-1] LOADING (psf) SPACING- 2-0-0 CSI- DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.10 5-8 >703 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.15 5-8 >500 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.04 3 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight 23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=19/Mechanical,4=222/Mechanical,1=242/0-5-8 Max Horz 1=93(LC 12) Max Uplift 3=-14(LC 8),4=-75(LC 12),1=-42(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-12,Exterior(2)5-4-12 to 6-0-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)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. mit V WARNING-Wordy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-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 possble personal inkry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IW I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,A9exandda VA 22314. Tampa.FL 33610 Job Truss Truss Type . • QA' Ply T12978810 14910T0 T29 HIP GIRDER 2 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:00 2018 Page 1 I D:zgo0oiuAQ8g5HRW MjdZx7azyR56-OPcykSZwZuxSOxuJa1 fzyyvwrSxF?ghr7aPgKPzuX?v 6-1-4 10.9-3I 15-3-5 i 19-9-8 I 24-3-11 I 28-9-13 33-5-12 39-7-0 6-1-4 4-7-15 4-6-3 4-6-3 4-6-3 4-6-3 4-7-15 6-1-4 Scale=1:67.2 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7x10= NAILED 5.00 12 NAILED NAILED 4x5 NAILED 4x5= NAILED 6x6= 4x5= 4x5= NAILED 7x10= 24 2 25 26 27 3 28 29 30 31 4 32 33 34 5 35 36 37 6 38 39 40 741 42 43 8 NAILED i�,' mni�um�m�ni�i ii,er■lmnumr_�m�m�_:� ^ ..`lei �ec.lailk .: , 44 45 16 46 4748 15 4950 51 14 52 53 54 1355 56 57 12 58 59 11 60 61 10 62 63 6x6= NAILED NAILED 2x4 II NAILED 4x5= 7x14 MT2OHS= 4x10= 7x14 MT2OHS=NAILED 4x5= NAILED 2x4 (I NAILED NAILED 6x6= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-1.4I 10-9.3 I 15-3-5 I 19-9-8 I 24-3-11 i 28-9-13 I 33-5-12 I 39-7-0 6-1-4 4-7-15 4-6-3 4-6-3 4-6-3 4-6-3 4-7-15 6-1-4 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],]2:0-4-4,0-2-4],[8:0-4-4,0-2-4],[9:0-0-6,0-0-2],[9:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.60 13 >795 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -1.15 13 >413 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:384 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied. 2-5,5-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-4-3 oc bracing. BOT CHORD 2x4 SP SS WEBS 2x4 SP No.3 - WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=3356/0-5-8,9=3206/0-5-8 Max Horz 1=59(LC 24) Max Uplift 1=-954(LC 8),9=878(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-6992/1942,2-3=-9780/2723,3-4=-11529/3181,4-5=-12188/3351,5-6=-12188/3351, 6-7=-11319/3112,7-8=-9430/2606,8-9=-6669/1822 BOT CHORD 1-16=-1720/6347,15-16=-1718/6357,14-15=-2618/9780,13-14=-3096/11575, 12-13=-3029/11371,11-12=-2502/9430,10-11=-1600/6068,9-10=-1603/6061 WEBS 2-16=0/329,2-15=-1054/4052,3-15=-1804/657,3-14=-546/2098,4-14=-916/390, 4-13=-186/746,5-13=-610/347,6-13=-284/997,6-12=-1026/418,7-12=-603/2270, 7-11.1812/635,8-11=-1056/4004,8-10=0/287 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=954,9=878. 10)"NAILED"indicates 3-1od(0.148"x3')or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. LOAD CASE(S) Standard Continued on page 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. ig• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bulking design. Bracing indicated is to prevent buckling of IndiAdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Padre East Blvd. Safety Information available from Inns Plate Institute,218 N.Lee Street.Suite 312,Alexandfla,VA 22314. Tampa,FL 33610 IJob Truss Truss Type 0 Qty Ply T12978810 14910T0 T29 HIP GIRDER 2 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:00 2018 Page 2 I D:zgo0oiuAQ8g5H RW MjdZx7azyR56-OPcykSZwZuxSOxuJa1 fzyyvwrSxF?ghr7aPgKPzuX?v LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-8=-60,8-9=-60,17-20=-20 Concentrated Loads(Ib) Vert:8=-103(B)10=-58(B)23=-47(B)25=-103(B)26=-103(B)27=-103(B)28=-103(B)29=-103(B)30=-103(B)32=-103(B)33=-103(B)34=-103(B)35=-103(B) 36=-103(B)37=103(B)39=-103(B)41=-103(B)42=-103(B)43=-103(B)44=-146(B)45=-176(B)46=-58(B)47=-58(B)48=-58(B)49=-58(B)50=-58(B)51=-58(B) 52=-58(B)53=-58(B)54=-58(B)55=-58(B)56=-58(B)57=-58(B)58=-58(B)59=-58(B)60=-58(B)61=-58(B)62=-160(B)63=-117(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/09/2015 BEFORE USE 1111 Design valid for use only with Mitek®connectors.this design is based only ut >n parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabNity 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 Ir ury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/118 I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from truss Plate Institute,218 N.Lee Street Suite 312,Atexandf a,VA 22314. Tampa,FL 33610 Job Truss Truss Type . • ¢ty Ply , 112978811 14910T0 T30 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:01 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-sbAKyoaYKB3J?4TV8kACV9R8DsDKkAW_ME9EsszuX?u 6-0-0 8-0-3 14-0-4 19-9-8 25-6-12 31-6-13 ,33-7-0 39-7-0 6-0-0 12-0-3 I 6-0-1 I 5-9-4 I 5-9-4 I 6-0-1 2-0-3 6-0-0 Scale=1:69.6 7x10= 7x10= 5.00 12 4x5= 6x6= 4x5= 2x4\\ 3 23 24 4 25 5 266 27 28 7 2x4 I/ 2 8 den Aill-Niikiip, wpm 0 22 r 29 0 Iii 21 �` 01 1 i 6 9 0 o "? o 14 13 12 11 10 5x6= 4x5= 7x6= 4x10= 7x6= 4x5= 5x6 8-0-3 14-0-4 19-9-8 25-6-12 31-6-13 39-7-0 8-0-3 I 6-0-1 I 5-9-4 5-9-4 6-0-1 8-0-3 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-5-4,Edge],[7:0-5-4,Edge],[9:0-0-6,0-0-2],[9:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.48 12 >984 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.94 12-13 >505 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) 0.20 9 Na , n/a BCDL 10.0 Code FBC2017/TPI2O14 Matrix-AS • I Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 • REACTIONS. (lb/size) 1=1583/0-5-8,9=1583/0-5-8 Max Horz 1=-71(LC 10) Max Uplift 1=-416(LC 12),9=-416(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3201/1167,2-3=-3124/1165,3-4=-4324/1572,4-5=-4728/1686,5-6=-4728/1686, 6-7=-4324/1572,7-8=-3124/1165,8-9=3201/1167 BOT CHORD 1-14=-1000/2871,13-14=-973/2983,12-13=-1424/4351,11-12=-1432/4351, 10-11=-964/2983,9-10=-991/2871 WEBS 2-14=-57/366,3-13=-522/1591,4-13=-628/309,4-12=-138/496,5-12=-328/185, 6-12=-138/496,6-11=-628/309,7-11=-522/1591,8-10=-58/366 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=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 7-8-13,Exterior(2)7-8-13 to 37-5-5,Interior(1)37-5-5 to 39-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jjt=lb) 1=416,9=416. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. _ f A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an individual building component.not . a truss system.Before use,the building designer must verify the applicabBlty 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 MTek" 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 avdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type .e Qty Ply T12978812 14910T0 T31 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:03 2018 Page 1 I D:zgoQoiuAQ8g5HRW MjdZx7azyR56-o_I4MTcospJ 1 FOduF9DgaaXX49w1 C6PHpYeKxkzuX?s 5-1-0 10-0-3 15-0-4 19-9-8 24-6-12 29-6-13 34-6-0 39-7-0 5-1-0 4-11-3 5-0-1 4-9-4 4-9-4 5-0-1 I 4-11-3 5-1-0 Scale=1:69.6 7x10= 7x10= 5.00 12 4x5= 2x4 I I 6x6= 3 24 425 26 5 6 27 28 7 rolid 'MI 4x5 2 4x5� �� l:• 23 29 0 v I 1 9 0 0 16 15 14 13 12 11 10 5x6— 2x4 II 4x5= 6x6= 4x10= 6x6= 4x5= 2x4 II 5x6_ 5-1-0 10-0-3 15-0-4 19-9-e 24-6-12 29-6-13 34-6-0 39-7-0 I 5-1-0 I 4-11-3 1 5-0-1 I 4-9-4 I 4-9-4 I 5-0-1 I 4-11-3 I 5-1-0 Plate Offsets(X,Y)-- [1:0-6-5,0-0-51,[1:0-0-6,0-0-2],[3:0-5-4,Edge],[7:0-5-4,Edge],[9:0-0-6,0-0-21,[9:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.33 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.65 12-13 >729 180 BCLL 0.0 * Rep Stress'nor YES WB 0.39 Horz(CT) 0.17 9 ri/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied. 12-14:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,9=1583/0-5-8 Max Horz 1=-90(LC 10) Max Uplift 1=-416(LC 12),9=-416(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3199/1161,2-3=-3059/1139,3-4=-3546/1329,4-5=-3775/1399,5-6=-3775/1399, 6-7=-3541/1326,7-8=-3059/1137,8-9=-3198/1156 • BOT CHORD 1-16=-1017/2883,15-16=-1017/2883,14-15=-920/2821,13-14=-1149/3564, 12-13=-1156/3576,11-12=-911/2822,10-11=-1004/2882,9-10=-1004/2882 WEBS 3-14=-334/1022,4-14=-551/266,4-13=-82/350,5-13=-265/150,6-13=-78/337, 6-12=-547/262,7-12=-327/1013 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 9-8-13,Exterior(2)9-8-13 to 35-5-5,Interior(1)35-5-5 to 39-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=416,9=416. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify 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 Mnek®connectors.this design k based only upon parameters shown,and Is for an individual building component,not111 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. Brackig Indicated k to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Niel( 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/]PI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety Information meltable from-truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type .• QAr Ply T12978813 14910TO T32 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:04 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-GAsSapcQc6RusYC4ptkv6o3dv4FW xZOQ2CNuTAzuX?r 6-1-0 12-0-3 19-9-8 27-6-13 33-6-0 39-7-0 6-1-0 I 5-11-3 7-9-5 I 7-9-5 5-11-3 6-1-0 Scale=1:69.6 7x10= 7x10= 7x10= 5.00 12 3 20 21 22 4 23 24 25 5 110.we u s1 4x5 4x5 2 6 1 O I:, 19 26 v m vi ro 1 7 0 r [] a • j1:- 0 12 11 10 9 8 5x6= 2x4 I I 6x6= 7x10= 6x6= 2x4 I I 5x6= 6-1-0I 12-0-3 I 19-9-8 I 27-6-13 33-6-0 I 39-7-0 6-1-0 5-11-3 7-9-5 7-9-5 5-11-3 6-1-0 Plate Offsets(X,Y)-- [1:0-6-5,0-0-51[1:0-0-6,0-0-2],[3:0-5-4,Edge],[5:0-5-4,Edge],[7:0-0-6,0-0-2],[7:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.28 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.58 10-11 >819 180 BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(CT) 0.16 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:198 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 1-11,7-9:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,7=1583/0-5-8 Max Horz 1=110(LC 11) Max Uplift 1=-416(LC 12),7=-416(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3211/1150,2-3=-2926/1088,3-4=-3222/1239,4-5=-3222/1239,5-6=-2926/1088, 6-7=-3211/1150 BOT CHORD 1-12=-1000/2891,11-12=-1000/2891,10-11=-847/2660,9-10=-838/2660,8-9=-991/2891, 7-8=-991/2891 WEBS 2-11=-270/171,3-11=-20/380,3-10=-247/803,4-10=-538/328,5-10=-247/803, 5-9=-20/380,6-9=-270/171 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=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 11-8-13,Exterior(2) 11-8-13 to 33-6-0,Interior(1)33-6-0 to 39-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=416,7=416. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 1 i 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/0312015 BEFORE USE. ig. Design valid for use oNy with MITek®connectors.this design is based oNy 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 Miiek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type .If QV Ply 112978814 14910T0 T33 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:06 2018 Page 1 I D:zgoQoiuAO8g5H RW MjdZx7azyR56-DZzD?Veh8khc6sMSxHmNCD9ONtwePSmjV W s_Y3zuX?p 7-1-0 14-0-3I 19-9-8 I 25-6-13 I 32-6-0 I 39-7-0 7-1-0 6-11-3 5-9-5 5-9-5 6-11-3 7-1-0 Scale=1:68.3 7x10= 2x4 II 7x10= 5.00 r.r2 3 21 422 23 24 solk 24. 4x5 Ilirril254x5206 2 i9 26 o0 ilii.i.a 7 0 • 12 11 10 9 8 2x4 I I 6x6= 4x10= 6x6= 2x4 11 5x6= 5x6 7-1-0 14-0-3 19-9-8 25-6-13 32-6-0 39-7-0 7-1-0 I 6-11-3 5-9-5 I 5-9-5 6-11-3 7-1-0 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[3:0-5-4,Edge],[5:0-5-4,Edge],[7:0-0-6,0-0-2],[7:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.25 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.49 10-11 >966 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.48 Horz(CT) 0.17 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:203 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=158310-5-8,7=1583/0-5-8 Max Horz 1=129(LC 11) Max Uplift 1=-416(LC 12),7=-416(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3215/1128,2-3=-2743/1032,3-4=-2720/1086,4-5=-2720/1086,5-6=-2743/1032, 6-7=-3215/1128 BOT CHORD 1-12=-972/2889,11-12=-972/2889,10-11=-764/2467,9-10=-755/2467,8-9=-963/2889, 7-8=-963/2889 WEBS 2-11=-477/231,3-11=-49/418,3-10=-150/505,4-10=-385/236,5-10=-150/505, 5-9=-49/418,6-9=-477/231 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 13-8-13,Exterior(2) 13-8-13 to 31-5-5,Interior(1)31-5-5 to 39-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=416,7=416. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 1 I Q WARNING-Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10032015 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 applicablity of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/Wt I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,State 312,Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss Type .if Oty .Ply T12978815 14910T0 T34 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:07 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-hlXbCrfJv1 pTj?wtU?HckQhAcHGi8vstkAcY4VzuX?o 5-4-14 10-9-1 16-0-3 19-9-8 23-6-13 28-9-15 34-2-2 39-7-0 5-4-14 I 5-4-3 l 5-3-2 I 3-9-5 I 3-9-5 5-3-2 I 5-4-3 5-4-14 Scale=1:69.6 6x8 5.00 12 4x5= 6x8 4 22 5 23 6 e T ? . 25 lle m 1p .44444,44046._ 13 12 26 27 11 10 5x6= 4x5 7x10= 7x10= 4x5= 5x6= 8-1-0 16-0-3 23-6-13 31-6-0 39-7-0 I 8-1-0 -I7-11-3 I 7-6-10 7-11-3 I 8-1-0 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[4:0-3-15,0-3-0],[6:0-3-15,0-3-0],[9:0-0-6,0-0-21,19:0-6-5,0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.32 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.61 11-12 >776 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:212 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,9=1583/0-5-8 Max Horz 1=151(LC 11) Max Uplift 1=-416(LC 12),9=-416(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3230/1120,2-3=-3028/1074,3-4=-2488/973,4-5=-2240/941,5-6=-2240/941, 6-7=-2488/973,7-8=-3028/1074,8-9=-3230/1120 BOT CHORD 1-13=-967/2906,12-13=-859/2623,11-12=-701/2349,10-11=-847/2623,9-10=-955/2906 WEBS 3-13=-47/343,3-12=-550/294,4-12=-226/732,5-12=-354/159,5-11=-354/159, 6-11=-226/732,7-11=-550/294,7-10=-47/343 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=25tt;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 15-6-15,Exterior(2) 15-6-15 to 29-7-4,Interior(1)29-7-4 to 39-7-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 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,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) 1=416,9=416. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. 1 l V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITeksS connectors.ibis design is based only upon parameters shown,and Is for an individual building component,notillt 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 possble 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 Cdt.rla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Intormallon avdiable tram Truss Plate Institute,218 N.Lee Street,Suite 312.Alexcbdria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type .4, Qty Ply T12978816 14910T0 T35 Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:08 2018 Page 1 ID:zgoQoiuAQ8g5HRWMjdZx7azyR56-9y5zQBfxgLxKL9Vr2iorHeEL9hbZtNlOzgL5cyzuX?n 6-7-10 13-2-9I 18-1-4 119-9881-5 -121 26-4-7 I 32-11-6 I 39-7-0 i 6-7-10 6-6-15 4-10-11 1-8-4 1-8-4 4-10-11 6-6-15 6-7-10 Scale=1:68.3 3x8= 3x5 I I 3x8= 5.00 FIT 4 5 6 4x5 4x5 203 7 21 6x6� 6x6 2-.:-1.1.1.1.........°11. 8 22 07,19 �J �� 21 1 9 I\ _ o • e ! Id 0 12 23 2411 25 26 . 10 7x6= 7x10= 7x6= 5x6= 5x6= 9.11-2 19-9-8 29-7-14 39-7-0 9-11-2 I 9-10-6 I 9-10-6 9-11-2 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[4:0-4-6,0-2-4],[5:0-3-0,0-1-8],[6:0-4-6,0-2-4],[9:0-0-6,0-0-2],[9:0-6-5,0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.39 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.75 11-12 >631 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) 0.16 9 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`Except' TOP CHORD Structural wood sheathing directly applied. 4-6:2x4 SP SS BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 3-11,7-11 10-11,11-12:2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,9=1583/0-5-8 Max Horz 1=-175(LC 10) Max Uplift 1=-416(LC 12),9=-416(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3222/1085,2-3=-2940/1002,3-4=-2140/843,4-5=-1932/814,5-6=-1932/814, 6-7=-2140/843,7-8=-2940/1002,8-9=-3222/1085 BOT CHORD 1-12=-912/2917,11-12=-733/2418,10-11=-721/2416,9-10=-903/2900 WEBS 2-12=-355/254,3-12=-78/525,3-11=-685/340,5-11=-304/1091,7-11=-685/340, 7-10=-78/525,8-10=-355/254 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=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 18-1-10,Exterior(2) 18-1-10 to 21-5-6,Interior(1)27-0-9 to 39-7-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=416,9=416. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. lilt Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE►81.7473 rev.1693r2015 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/TPI I Quality Cdtedo,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate institute,218 N.Lee Sheet.Suite 312,fiexa dria.VA 22314. Tanya,FL 33610 Job Truss Truss Type I Qty Ply T12978817 14910TO T36 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:09 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-d8fLdXgZRf3BzJ41 cOK4prmXv5w1 cpg9CT5f90zuX?m 6-7-10 13-2-9 19-9-8I 26-4-7 I 32-11-6 39-7-0 6-7-10 6-6-15 6-6-15 6-6-15 6-6-15 6-7-10 Scale=1:66.0 5x6= 5.001-12 4 i5 18 19 4x5-:-= 4x5 3 5 •1 x6 6x6 2 6 T\iirr/N\ I.: 2p 1 17 7 c Id 10 21 22 �n 9 23 24 8 7x6= 7x10= 7x6= 5x6= 5x6= I 9.11-2 19-9-8 l 29-7-14 I 39-7-0 9-11-2 9-10-6 9-10-6 9-11-2 Plate Offsets(X,Y)-- [1:0-6-5,0-0-5],[1:0-0-6,0-0-2],[4:0-3-0,0-2-4],[7:0-0-6,0-0-2],[7:0-6-5,0-0-5] LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) 1/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.35 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.68 8-9 >701 180 BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(CT) 0.16 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 8-9,9-10:2x4 SP No.1 WEBS 1 Row at midpt 5-9,3-9 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1583/0-5-8,7=1583/0-5-8 Max Horz 1=-191(LC 10) Max Uplift 1=-416(LC 12),7=-416(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3212/1013,2-3=-2942/935,3-4=-2115/765,4-5=-2115/765,5-6=-2942/935, 6-7=-3212/1013 BOT CHORD 1-10=-837/2907,9-10=-637/2437,8-9=-637/2437,7-8=-837/2889 WEBS 4-9=-335/1220,5-9=-781/336,5-8=-71/510,6-8=-336/243,3-9=-781/336,3-10=-71/510, 2-10=-336/243 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=40ff;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-8,Interior(1)3-11-8 to 19-9-8,Exterior(2)19-9-8 to 23-9-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=416,7=416. 6)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 1 1 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0312015 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 teas 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 hum web and/or chord members only. Additional temporary arid permanent bracing MeV is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrlcatton,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely kMormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanga,FL 33610 Job Truss Truss Type • Qty Ply 712978818 14910T0 T37 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:10 2018 Page 1 ID:zgo0oiuA08g5HRWMjdZx7azyR56-5KDjrshBCyB1 aTfEA7rJM3JoxUPpLNDJQ7gChgzuX?I 2-0-0 3-2-8 1 2-0-0 1-2-8 Special Scale=1:9.9 2 3 5.00 • 12 0 8 Special 4 3x5 11 1 2-0-0 1 3-2-8 2-0-0 1-2-8 Plate Offsets(X,Y)-- [1:0-2-4,0-1-1],[1:0-0-5,0-6-5],[1:0-0-2,0-0-6],[2:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.00 Horz(CT) 0.04 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-B 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) 3=34/Mechanical,4=114/Mechanical,1=136/0-5-8 Max Horz 1=35(LC 25) Max Uplift 3=-25(LC 4),4=-43(LC 9),1=-34(LC 8) 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.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpl=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 lb down and 89 lb up at 2-0-0 on top chord,and 30 lb down and 33 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:2=-3(B)8=-30(B) 0 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 MITek4 connectors.This design Is based only upon parameters shown,and is for an individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into 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 Blvd. Safety information available Corn Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12978819 14910T0 T38 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:12 2018 Page 1 I D:zgo0oiuAQ8g5HRW MjdZx7azyR56-1jLUFYj RkaSlgnpcHYtnRUO3Dl_upEKcuRJJljzuX?j 3-2-8 7-8-8I 10-11-0 3-2-8 4-6-0 3-2-8 Scale=1:17.9 6x6 11 6x6 If NAILED NAILED NAILED 5.00 Fri 2 13 14 15 3 H n 4 • 1 16 17 6 2x4 18 19 20 21 NAILED 5 2x4 22 NAILED NAILED NAILED NAILED 014 4x6 11 NAILED 4x6 I I 3-2-8 7-8-8 10-11-0 3-2-8 4-6-0 3-2-8 Plate Offsets(X,Y)-- [1:0-0-2,0-0-6],[1:0-0-5,0-6-5],[1:0-2-12,0-1-5],[4:0-0-2,0-0-6],[4:0-0-5,0-6-5],[4:0-2-12,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.14 5-6 >921 180 BCLL 0.0 * Rep Stress lncr NO WB 0.22 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1247/0-5-8,4=1064/0-5-8 Max Horz 1=25(LC 7) Max Uplift 1=-366(LC 8),4=-315(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1984/592,2-3=-1847/573,3-4=-1992/594 BOT CHORD 1-6=-510/1799,5-6=-518/1847,4-5=-509/1797 WEBS 2-6=-97/549,3-5=-101/567 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=lOtmph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=366,4=315. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 57 lb up at 2-6-12,222 lb down and 57 lb up at 4-6-12,and 222 lb down and 57 lb up at 6-6-12,and 222 lb down and 57 lb up at 8-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,7-10=-20 Concentrated Loads(Ib) Vert:9=-226(F)13.-20(B)14=-20(B)15=-20(B)16=-94(B)17=-222 18=-25(B)19=-222 20=-25(B)21=-247(6=-25) 22=-316(B=-94) � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mak' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Cdterta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type a Qly Ply T12978820 14910T0 VO1 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:12 2018 Page 1 I D:zgoQoi uAQ8g5H RW MjdZx7azyR56-1 j LU FYI RkaSl gnpc HYtnRUOBOIAIpH icuRJJljzuX?j 1-11-8 3-11-0 I 1-11-8 1-11-8 3x6= Scale=1:7.3 5.00 FE 2 3 1 � ,c7 2x4 2x4 3-10-6 3-11 0 3-10-6 o-6-�0 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - rVa 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 Inca YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=96/3-9-13,3=96/3-9-13 Max Horz 1=-9(LC 10) Max Uplift 1=-25(LC 12),3=-25(LC 12) FORCES. (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;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 4 I _ 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Miteke connectors.this design 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 Mired( 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,seeANS1/tPI1 Quality Criteria,DSB-89 and SCSI Bulding Component 6904 Parke East Blvd. Safety Information available horn truss Plate Institute,218 N.Lee Sheet,Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 � R Job Truss Truss Type I fly Ply T12978821 14910TO V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:13 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-WvusTuj4VtacRwOprFOO_hxLviUvYky1653s19zuX?i 2-9-2 5-6-3 2-9-2 2-9-2 • 3x6- Scale=1:10.2 5.00 Fri 2 3 1 2x4 2x4 5-5-10 53 5-5-10 0-6-40 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 R Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 ria n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=160/5-5-0,3=160/5-5-0 Max Horz 1=15(LC 11) Max Uplift 1=-42(LC 12),3=-42(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. • Q 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 Mack®connectors.This design Is based only upon parameters shown.and Is for an Individual balding component,not1/1111 a truss system.Setae 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 In dtvklrxll truss web and/or chord members only.Additional temporary and permanent tracing MiTele is always required for stability and to prevent collapse with possible pees'rid 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. Sorely Irlormallon available from Truss Plate Institute,218 N.bee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qr Ply T12978822 1491 OTO V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 S Sep 15 2017 MiTek Industries,Inc. Wed Jan 17 07:03:14 2018 Page 1 ID:zgoQoiuAQ8g5HRW MjdZx7azyR56-_5SEgEkiGBiT34z?PzvFWvUVg6oKHBCvLIoQgbzuX?h 3-2-8 3-8-8 6-11-0 3-2-8 0-6-0 3-2-8 Scale=1:12.9 3x6= 5.00 12 2 3 10 0 2x4 2x4 aqQ 10 6-11-0 o-0110 6-10-6 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) n/a - rVa 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=216/6-9-13,3=216/6-9-13 Max Horz 1=20(LC 11) Max Uplift 1=-57(LC 12),3=-57(LC 12) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4f;Cat. II;Exp C;Encl.,GCpi=0.18;MAIMS(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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 0 WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.ltlls design k based only upon parameters shown,and is for an IndiNdual 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 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/Wl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely IMonnafon available from tram Plate institute,218 N.Lee Street.Suite 312,Atexandrta.VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3 " Center plate on joint unless x,y p y /4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury ra= Dimensions are in ft-in-sixteenths. �� Apply plates to both sides of truss 1 2 31. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,Is always required. See BCSI. TOP CHORDS O_1/la, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 666.11 WEBSAIIA 4 may require bracing,or alternative Tor I c O bracing should be considered. (21 c 111_� U Oz 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses, o 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7$ C6-7 CSb designer,erection supervisor,property owner and plates 0-t/' 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. 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. I The first dimension is thelate 4 x 4 width measured p 10.Camber is a non-structural consideration and Is the 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 44 Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the specified. 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 MiTek®All Rights Reserved approval of an engineer. 4ililinlill reaction section indicates joint 1111111111111 III 111 i number where bearings occur. 17.Install and load vertically unless Indicated otherwise. ,� Min size shown is for crushing only. ��e 18.Use ofreen or treated lumber may y pose unacceptable _� environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal Mill 19.Review all portions of this design(front back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. misks is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, re ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015