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1643 ATLANTIC BEACH DR - TRUSSES lititit e ititititit■ Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: 10674T0 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Stonebrook Model: Tampa,FL 33610-4115 Lot/Block: 008 Subdivision: Atlantic Beach Address: 1643 Atlantic Beach Dr City: N/A State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 68 individual, dated 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 T9221896 EJ01 8/8/16 23 T9221918 FG01 8/8/16 2 T9221897 EJ02 8/8/16 24 T9221919 FG02 8/8/16 3 T9221898 EJ03 8/8/16 25 T9221920 FG03 8/8/16 4 T9221899 EJ04 8/8/16 26 T9221921 FG04 8/8/16 5 T9221900 EJ05 8/8/16 27 T9221922 FT01 8/8/16 6 T9221901 EJ06 8/8/16 28 T9221923 FT02 8/8/16 7 T9221902 EJ 14 8/8/16 29 T9221924 FT03 8/8/16 8 T9221903 EJ16 8/8/16 30 19221925 FT04 8/8/16 9 T9221904 F01 8/8/16 31 19221926 HJO1 8/8/16 10 T9221905 F06 8/8/16 32 19221927 HJO2 8/8/16 11 T9221906 F07 8/8/16 33 T9221928 HJO3 8/8/16 12 T9221907 F08 8/8/16 34 T9221929 T01 8/8/16 13 T9221908 F09 8/8/16 35 T9221930 T02 8/8/16 14 T9221909 F10 8/8/16 36 T9221931 T03 8/8/16 --""�""""" 15 T9221910 F11 8/8/16 37 T9221932 T04 8/8/16 c: 16 T9221911 F12 8/8/16 38 T9221933 105 8/8/16 - 17 T9221912 F13 8/8/16 39 T9221934 T06 8/8/16 18 T9221913 F14 8/8/16 40 T9221935 T07 8/8/16U 19 T9221914 F15 8/8/16 41 T9221936 108 8/8/16 . - _ - 20 T9221915 F16 8/8/16 42 T9221937 109 8/8/16 :.1 zz 21 T9221916 F17 8/8/16 43 T9221938 T10 8/8/16M1• - 22 T9221917 F18 8/8/16 44 T9221939 T11 8/8/16 ,' ! -. ` r' ` t�; //14H,,,"too _ , ;zi (3 i The truss drawing(s) referenced above have been prepared by MiTek •.0�,/• A�tool, " : �6 USA, Inc. under my direct supervision based on the parameters �� ��' G139380 N„4449 • e�9,j;'., = t� provided by Building Component Supply. '• -� "' Truss Design Engineer's Name: Albani, Thomas / N -' c - i My license renewal date for the state of Florida is February 28,2017. _ / * • _ r5rw 1 =-o • :Cr_. I. • '. STATE OF :14/- = '-.' i I. 4IMPORTANT NOTE: The seal on these truss component designs is a certification �.•• ,c V'...._�• T. :is i that the engineer named is licensed in the jurisdiction(s)identified and that the ,c•••Z•0 R 10.. \,•• • designs comply with ANSI/TPI 1. These designs are based upon parameters ,,SS' ••• •• ti shown(e.g.,loads,supports,dimensions,shapes and design codes),which were tI,, /O N A1. �.%`- j C given to MiTek. Any project specific information included is for MiTek's customers �ti t t t t t i i0 ; ...C' ` file reference purpose only,and was not taken into account in the preparation of Thomas A.Albani PE No.39380 - , ,-- these designs. MiTek has not independently verified the applicability of the design MiTek USA,Inc.FL Cert 6634 - a: r. parameters or the designs for any particular building. Before use,the building designer 6904 Parke East Blvd.Tampa FL 33610 .. ''' P I should verify applicability of design parameters and properly incorporate these designs Date: • into the overall building design per ANSI/TPI 1,Chapter 2. August 8,2016 ; Albani,Thomas 1 of 2 RE: 10674T0 - Site Information: Customer Info: Toll Brothers Project Name: Stonebrook Model: Lot/Block: 008 Subdivision: Atlantic Beach Address: 1643 Atlantic Beach Dr City: N/A State: FL No. Seal# Truss Name Date 45 T9221940 T12 8/8/16 46 T9221941 T13 8/8/16 47 T9221942 T14 8/8/16 48 T9221943 T15 8/8/16 49 T9221944 T16 8/8/16 50 T9221945 T17 8/8/16 51 T9221946 T18 8/8/16 52 T9221947 T19 8/8/16 53 T9221948 T20 8/8/16 54 T9221949 T21 8/8/16 55 T9221950 T22 8/8/16 56 T9221951 T23 8/8/16 57 T9221952 T24 8/8/16 58 T9221953 T25 8/8/16 59 T9221954 T26 8/8/16 60 T9221955 T27 8/8/16 61 T9221956 T28 8/8/16 62 T9221957 T29 8/8/16 63 T9221958 T30 8/8/16 64 T9221959 T31 8/8/16 65 T9221960 T32 8/8/16 66 T9221961 T33 8/8/16 67 T9221962 T34 8/8/16 68 T9221963 V01 8/8/16 I 2 of 2 A 4. Job Truss Truss Type 4—Qty Ply --' T9221896 1067410 EJ01 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:40 2016 Page 1 I D:fvvnsTgW?edtwVPMOQyzl9ydSl5-YU W?VAYMcb_Tn_Ejg6kLC21 QmiHcK2lmOcJKvypylP 1-5-8 I 1-5-8 I 3.00112 Scale=1:16.9 2x4 .111000 1 I _ o qs . 2 N N Iliiiimr 4 3 2x4 I: 1-5-8 I 1-5-8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.10 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-8 oc purlins, 1 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=52/Mechanical,2.38/Mechanical,3=14/Mechanical Max Horz 4=15(LC 8) Max Uplift 2=-35(LC 8),3=-7(LC 8) Max Gray 4=52(LC 1),2=38(LC 1),3=26(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. i 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlt-7473 rev.10N32015 BEFORE USE. NI Design valid for use only with MITekB connectors.This design Is[rued only upon parameters shown.and Is for cn indbAdual building component,not a truss system.Before use,the buNdIng designer must verify tiro applicablity of design paanreters and properly incorporate this design Info the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary arid permanent trach() MiTek Is always required tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of busses and tura systems.seeANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Flak,institute-218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss 1 Truss Type 'Qty Ply T9221897 •10674T0 EJ02 1Jack-Open 7 I 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:41 2016 Page 1 ID:fvvn5TgW?edlwVPMO0yz19ydS15.0g4N7W Z?Nv6KPBYRGNeztPbD7A2TLnIS?2MttLypyt° 2-0-0 � 2-0-0 Scale=1:10.1 5.00112 2 I 1 co 3 3x5 II 2-0-0 2-0-0 I Plate Offsets(X,Y)-- 11:0-2-4,0.0.141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid j PLATES GRIP TOLL 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(TL) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 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=30/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=36(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=4511;L=2411;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 100 lb uplift at joint(s)2,3,1. • � 1 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1f-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mile&connectors.INS design Is based only upon parameters shown,cnci Is for cm individual bxldIng component,not a truss system.Before use,the btdlcling designer must verity the applicability of design pxxcnrelers and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent budding of indivldud truss web and/or chord members only.Additional temporary end permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. 101 general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Bird. Safety Information available horn truss Pate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 T Job Truss iTrussType Ply T9221898 10674T0 EJ03 Jack-Open rty 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:41 2016 Page 1 I D:1wn5TgW?edlwVPMOQyzl9ydSl5-094N7W Z?Nv6KP8YRGNeztPbDDA2bLnIS?2MttLypytO 2-0-0 I 2-0-0 Scale=1:10.1 i 5.00 12 2 1 1 1 m milligA —a 1 2 3 3x511 0-4.4 . 2-0-0 I 0-4-4 ' 1-7-12 Plate Offsets(X,Y)-- [1:0-2-4,0-0.141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 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=41/Mechanical,3=22/Mechanical,1=97/0-3-8 Max Horz 1=34(LC 12) Max Uplift 2=-27(LC 12),3.4(LC 12),1=-11(LC 12) Max Gray 2=41(LC 1),3=29(LC 3),1=97(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.Opsf;h=251t;B=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.100:/2015 BEFORE USE. ' Design valid for use only with N11101419 connectors.Ns design Is bused only upon parameters shown,and Is for an Individual building cmpoo nenl,riot a truss system.Before use,the building designer must verity the opt4cc>t-.,Ylly of design parameters and properly incertxrate this design Into 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 posstle personal Injury and property damage. For general guidance regarding the fabrtcotlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/flit Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormatlon ca./citable from Truss Plate Institute,218 N.Lee Street.Site 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 4Qty Ply T9221899 10674T0 EJ04 Jack-Open 2 1 L_ Job Reference(optional Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:42 2016 Page 1 I D:fvvn5TgW?edtwVPMOQyzl9ydS15-UselKsad8CE B017dg59COd7NwaNh4EYbEi50PnypylN 3-0-0 3-0-0 Scale=1:12.1 2 [7 5.00 12 1 '♦ 3 3x5 II 3-0-0 3-40 Plate Offsets(X,Y)-- (1:0-2-4,0-0.14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 rda n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=75/Mechanical,3=42/Mechanical,1=117/0-5-8 Max Horz 1=50(LC 12) Max Uplift 2=44(LC 12),3=-3(LC 12),1=-15(LC 12) Max Gray 2=75(LC 1),3=53(LC 3),1=117(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.Opsh BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. MI NM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mtlekn connectors.This design k based only upon parameters shown,and is for an Indlvldual building com poo ent,not . a taus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the ktdCation,storage,delivery,erection and bracing of tnuses and truss systems.seeANSI/WPl1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely information avdldrie Born Truss Plate Institute,218 N.Lee Street.Suite 312.Alexoxlda,VA 22314. Tampa.FL 33610 Job Truss Truss Type aOty I Ply T9221900 1067410 EJ05 Jack-Open 9 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:42 2016 Page 1 I D:fvvn5TgW?edIwVPM00yzl9ydS15-UselKsad8CEB017dg59COd7MjaMX4EYbEi50PnypylN 4.0.0 4-0-0 Scale=1:14.2 2 i 5.00 12 , 9 N 0 1 3 3x5 11 0-4-4 4-0-0 0-4-4 3-7-12 Plate Offsets(X,Y)-- [1:0-2-4,0-0-14) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Verl(LL) 0.02 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 3-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:14 lb FT=20% -------- -------- LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=95/Mechanical,3=47/Mechanical,1=173/0-3-8 Max Horz 1=67(LC 12) Max Uplift 2=-58(LC 12),1=24(LC 12) Max Gray 2=95(LC 1),3=66(LC 3),1=173(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=25th B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. • 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 MI felon connectors.Ibis design is based only upon parameters shown,and Is for an individual balding component,not a taus system.Before use,the building designer must verify the app iicabliy of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary andbracing permanent Ml TiT ek• ts always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bled. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply 19221901 10674T0 EJ06 Jack-Open 27 1 Job Reference(optional) Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:43 2016 Page 1 ID:1vvn5TgW?edlwVPMOOyzl9ydSl5-y3C7XBbFVWM2eSipOogRzggSP.d?pholSMr_xEypylM 6-0-0 I 6-0-0 Scale=1:18.2 2 J�, 5.00112 , 8 M 7 ;T:. (7,N 1 • 111111 3 3x5 I I 6-0-0 I 6-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-1-6) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.09 3-6 >754 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 j Vert(TL) -0.17 3-6 >411 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=101(LC 12) Max Uplift 2=-92(LC 12),1=-36(LC 12) Max Gray 2=157(LC 1),3=110(LC 3),1=238(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=411;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11.4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,1. A WARNING-Verity design parameter.and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 5411-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MllekS)connectors.This design Is based only upon Ixxaneters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Inca;rerote this design into tine overall briding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pxrrnanent bracing MiTek* is always required for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance repaving the fabrication,storage.dellery,erection and bracing of trusses and Buss systems,seeANSI/TPI1 Grapy Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.lee Street.Suite 312.Mexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type tat' Ply — — T9221902 10674T0 EJ 14 Monopitch i 7 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:43 2016 Page 1 ID:fwn5TgW?edIwVPMOQyzl9ydS15-y3C7XBbFvW M2eSipOogRzggXl_gipholSMr_xEypylM 4-0-0 4-0-0 Scale=1:14.2 2 2x4 II 5.00 rtY7 p ri _, 3 3x5 IT 2x4 I I 4-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-2-4,0-0-14] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 3=154/Mechanical,1=154/0-5-8 Max Horz 1=66(LC 12) Max Uplift 3=-59(LC 12),1=22(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.Ops1;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 3-10-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M11.7473 rev.I0N3r201S BEFORE USE. mit Design valid for use only with Milek.))connectors.this design Is based only upon parameters shown,and is for an iodlviduai building component.not a truss system.Before use,the building designer meat verify the applicability of design rxxameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Addtional temporary and permanent Mating 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avaNabie horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandrkl,VA 22314. Tampa.FL 33610 IJob Truss - - !Truss Type •Qty 1Ply T9221903 ;10674T0 EJ16 Jack-Open 7 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:44 2016 Page 1 ID:tvvn5TgW?edlwVPMOQyzl9ydSl5-RFmVIXbtggUuGcH?yW BgV2CbLN_KY72uhOaXTgypylL 5-5-8 5-5-8 3.00 712 Scale=1:22.5 2 • 6 2x4 II 1 o fiM I 4 3 3x4= 5-5-8 5-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.05 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.11 3-4 >594 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.16 2 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=210/Mechanical,2=149/Mechanical,3=61/Mechanical Max Horz 4=59(LC 8) Max Uplift 4=-34(LC 8),2=-102(LC 8) Max Gray 4=210(LC 1),2=149(LC 1),3=101(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=4511;L=24th eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) • 2=102. • 1 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10W12015 BEFORE USE Design valid for use only with Mitek.)connectors.This design Is based only upon parameters shown-and Is ror an individual building component,not a truss system.Before use.the building designer roust verify the applicat lily of design parameters aril properly Inc:04)(4(4o this design into the overall brfda ng design. Brachg Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary nd permanent bracing MiTele ek• 8 always required for stability and to prevent collapse with possible personal hf ury and property domage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of Mrsses and truss systems,seeANSI/TPI1 Quality Criteria.058.89 and BCSI Building Component 6904 Parke East Bird. L Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexa drla.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty Ply T9221904 1067410 F01 GABLE 1 1 Job Reference(optional_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:45 2016 Page 1 ID:fwnsTgW?edlwVPMOQyzl9ydSl5-vRJuytcVR7clulsCV Div2FIuBnP?Hak2wgK406ypyl K 0-,,-1 0.48 Scale=1:33.7 3x6 FP= 3x4= 3x4= 3x4= 1 2 3 4 5 I 7 8 9 10 11 12 13 14 15 16 q e $� -� r r • roi r o o35 q , O 33 32 31 30 29 28 27 26 25 2423 22 21 20 19 18 17 3x4= 3x4= 3x6 FP- 3x4= 3x4= 1.6.121 2-10-12 4-2-12 I 5.612 i 6-10-12 1 8-2-12 I 9-6-12 10-10-12 1 12-2-12 13-6-12 114.10.12 1 16-2-12 I 17-6-12 1 18-8-4 , 20-3-0 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 1-1-8 I 1-6-12 Plate Offsets(X,Y)-- 116:0-1-8,Edge),118:0-1-8,Edge),132:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft 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(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Inc/ YES WB 0.04 Horz(TL) 0.00 27 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:93 lb FT=20%F,1146E 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 20-3-0. (Ib)• Max Gray All reactions 250 lb or less at joint(s)33,17,32,18,31,30,29,28,27,26,25,23,22,21,20, 19 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. lin A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MIF7473 rev.10/93/2015 BEFORE USE. Design valid for use only with MIlekvn connectors.ills design Is based only upon parameters shown.and is for on Individual building component.not a truss system.Before use,the building designer must verity the applicabllty of design{Kama-riots and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of IndNklud truss web and/or chord members only. Add»onai temporary and permanent bracing MiTek• Is always requir d for stability and to prevent collapse with possible personal Injury and property damage. lar general guidance regarding the tabrIcatio n,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. Safely Information arvciable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandra.VA 22314. Tampa.FL 33610 ,Job Truss Truss Type r'aty Ply 19221905 1067410 F06 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:45 2016 Page 1 I D:tvvn5Tg W?ed l wV PMOQyzl9ydS15-V RJ uytcV R7cl ulsCV Div2FIgLnCuH Q L2wgK406ypyl K 0-1.8 1.3-I I 1-8-8 I Scale=1:33.3 H I---i 4x6= 1.5x3= 4x6= 3x6 FP- 4x6 4x6= 1 2 3 4 5 6 7 8 9 10 _ir— ° h 23 N. N 4 Lira ►M OM 21 20 19 18 17 16 15 14 13 12 11 4x6= 4x6= 1.54 II 1.5x3 II 3x12 M18SHS FP= 4x6= 4x6= 19-11-8 hI 19.11-8 Plate Offsets(X,Y)-- I1:Edge,0-1-81,f5:0-1-8,Edgel,(6:0-1-8,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 0.98 Vert(LL) -0.38 16-17 >620 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.60 16-17 >397 240 M18SHS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.70 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-15:2x4 SP No.1(flat) WEBS 2x4 SP No.3(tlat) REACTIONS. (lb/size) 22=1078/0-5-8,11=1084/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1071/0,10-11=-1077/0,1-2=-1106/0,2-4=-2771/0,4-5=-3828/0,5-6=-4330/0, 6-7=-4334/0,7-8=-3838/0,8-9=-2770/0,9-10=-1105/0 BOT CHORD 20-21=0/2089,19-20=0/3416,18-19=0/4330,17-18=0/4330,16-17=0/4330,14-16=0/4237, 13-14=0/3421,12-13=0/2090 WEBS 10-12=0/1471,9-12=-1369/0,9-13=0/946,8-13=-906/0,8-14=0/580,7-14=-556/0, 7-16=-53/337,6-16=-397/320,6-17=-310/122,1-21=0/1428,2-21=-1367/0,2-20=0/949, 4-20=-897/0,4-19=0/629,5-19=-857/0,5-18=-94/340 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. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 140.7473 rev.10/03/2015 BEFORE USE. lat Design valid for use only with Mltek5v connectors.INS design Ls based only upon paaanelers shown.and Is for an individual!Aiding 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. Effacing Indicated Is to prevent budding of IrdMdual 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. lot general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria.DSB-89 and BCSI Bulking Component 6904 Parke East Blvd. Safety Information a vdlable from truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 r Job Truss Truss Type Qty Ply 19221906 i 10674T0 F07 Floor 10 1 II Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:46 2016 Page 1 I D:fwn5TgW?edl WVPMOoyzl9ydSl5-NetGADd7CRkcVvR03xD8aTItFBXW OtmB8K3eYYypyIJ 0-1-8 1.11-8 0.1 8 HI 1.3U F Safe=1:34.2 • 4x6= 1.5x3 I, 4x6= 1.5x3= 4x6= 3x6 FP= 1.5x3 II 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 r y c23 , ! �/ Nom/ X / N •X�� / q 24 R p i • 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 4.0-0 { 6-6-0 l 13-8-8 l 16-2-8 18-8-8 20-2-8 1-6-0 2-6-0 2-6-0 7-2-8 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge,0-1-81,11 1:0-1-8,Edgel,117:0-1-8,Edgel,118:0-1-8,Edgel LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.37 17-18 >649 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.58 17-18 >416 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 I Matrix-S Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22=1091/0-5-8,12=1091/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1086/0,11-12=-1086/0,1-2=-1122/0,2-3=-2815/0,3-4=-3904/0,4-6=-4491/0, 6.7=-4491/0,7-8=-4491/0,8-9=-3904/0,9-10=-2815/0,10-11=-1122/0 BOT CHORD 20-21=0/2115,19-20=0/3488,18-19=0/4293,17-18=0/4491,15-17=0/4293,14-15=0/3488, 13-14=0/2115 WEBS 11-13=0/1448,1-21=0/1448,10-13=-1382/0,2-21=-1382/0,10-14=0/973,2-20=0/973, 9-14=-937/0,3-20=-937/0,9-15=0/578,3-19=0/578,8-15=-541/0,4-19=-541/0, 8.17=-142/642,4-18=-142/642,6-18=-306/12,7-17=-306/12 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. Q WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.10/03/1015 BEFORE USE. 111 Design valid for use only with MITeka connectors.This design is trued only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the'wilding designer must verily the applicability of design rxxarneters and properly incorporate this doslgn into the overall building design. Bracing indicated Is to prevent buckling of IndNidual Iruss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabltty and to prevent collapse with possible personal him and property damage. pot general guidance regarding the fabricatkn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institule,218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type -4 •Qty Ply T9221907 10674T0 F08 GABLE 1 1 I Job Reference(opLonal) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:47 2016 Page 1 I D:fvvnSTgW?edlwVPMOQyz19ydS15-rgReNZelZIsT730adekN7ggEgb5SIU EKN_pB4?ypyl I 04-8 0-111-8 Scale=1:33.6 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 • • • • • 101 i /r 36 q 34 33 32 31 30 29 28 27 26 2524 23 22 21 20 19 18 3x4-- 3x4- 3x6 FP - 3x4_ 3x4 =- 1-6-122-10-12 1.6.121 2-10-12 I 4-2-12 I 5-6-12 . 6-10-12 i 8-2-12 1 9-6-12 110.10-12 I 12-2-12 i 13-6-12 114-10-12 I 16-2-12 I 17-6-12 118.7.12 . 20-2-8 I 1-6-12 1-4-0 1-4-0 1-4-0 ' 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-1-0 ' 1-6-12 Plate Offsets(X,Y)-- 17:0-1-8,Edge],(19:0-1-8,Edge],(33:0-1-8,Edge] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00I TC 0.10 Vert(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 19 n/0- n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:93 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(11at) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(tlat) 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:33-34,18-19. REACTIONS. All bearings 20-2-8. (Ib)- Max Gray All reactions 250 lb or less at jolnt(s)34,18,33,19,32,31,30,29,28,27,26,24,23,22,21, 20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 11 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10N312015 BEFORE USE. la Design valid for use only with Mllek:s connectors.This design Is based only upon parameters shown.and Is lot an YKkvidual building component,not a truss system.Before use.the building designer must verify the appIkxtll1y of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent budding of Individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek, Is always required for stabkity and to prevent collapse with bale personal Infuy and property damage. for general olid nce rerxxdng the fabrication,storage,delivery,erection and bracing of trusses and tnsss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Bled. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply T9221908 10674T0 F09 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:47 2016 Page 1 I D:fvvnSTgW?edlwV PMOQyzl9ydSl5-rgReNZelzIsT730adekN7gg5QbwcIMfKN_pB4?ypyll 0-1-8 H 1-3-0 I I 2-0-0 Scale=1:25.5 4x6= 1.5x3= 4x6= 1 2 3 4 5 6 7 • • j17 0 if.x /_ • —N47 X • • Nore mfr -- • • 15 14 13 12 11 10 9 8 4x6= 1.5x3 II 4x6= 8-11-4 10-0-0 15-4-8 I 8-11-4 I 1-0-12 i 5-4-8 { Plate Offsets(X,Y)-- [1:Edge,0-1-81,14:0-1-8,Edge) LOADING (psf) 1 SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.69 Vert(LL) -0.21 12-13 >882 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.31 12-13 >588 240 BCLL 0.0 Rep Stress lncr YES WB 0.52 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014l1 PI2007 1 Matrix-SWeight:81 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=826/0-5-8,8=832/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-821/0,7-8=-830/0,1-2=-820/0,2-3=-1966/0,3-4=-2504/0,4-5=-2510/0,5-6=-1957/0,6-7=-821/0 BOT CHORD 14-15=0/1536,13-14=0/2380,12-13=0/2510,11-12=0/2510,10-11=0/2510,9-10=0/1530 WEBS 1-15=0/1057,2-15=-996/0,2-14=0/598,3-14=-576/0,3-13=0/291,4-13=-307/199,4-12=-268/60,7-9=0/1093, 6-9=-987/0,6-10=0/594,5-10=-813/0,5-11=-26/295 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03,2015 BEFORE USE. la Design valid for use only with MIloki)connectors.Itis design Is used only upon parameters shown.and Is for cm hdMdual building component,not a tries system.Before use,the txrllctlrng designer must verity the applicability of design parameters and properly hcorpaxafe Mks design Into the overall bolding design. Srochg Indicated is to prevent buckling of indlvkhld truss web and/or chord members only.Additional temporary arta 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[racing of tosses and truss systems,seeANSI/IPI I QuaNty Criteria.DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexcndrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T9221909 1 10674T0 F10 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:48 2016 Page 1 I D:ivvn5TgW?edlwVPM00yz19ydS15-J0?Obve0k2_KIDbnBLGcguNEz?CiUnEUceYlcRypyl H 0-1-8 H f I I 1-3-0 I 2-0-00.11�.8 Scare=1:34.3 4 4x6= x6= 1.5x3= 4x6= 3x6 FP= 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 0 o .N .'23N. Nd000fN • _N 6 N / 24 O 21 20 19 18 17 16 15 14 13 12 4x6= 4x6= 1.5x3 II 1.5x3 II 3x8 MT2OHS FP= 4x6= 1.5x3 SP= 4x6= 20-3-0 I 20-3-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[4:0-1-8,Edgel,[5:0.1-8,Edgel,[10:0-1-8,Edge1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.40 16-17 >606 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.62 16-17 >388 240 MT2OHS 187/143 BOLL 0.0 Rep Stress Inv YES WB 0.69 Horz(TL) 0.09 11 n/a rVa BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 6-10:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-14:2x4 SP No.2(flat) 2-2-0 oc bracing:17-18,13-15. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1094/0-5-8,11=1094/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1087/0,10-11=-1088/0,1-2=-1124/0,2-3=-2821/0,3-4=-3917/0,4-5=-4452/0, 5-7=-4451/0,7-8=-3921/0,8-9=-2821/0,9-10=-1125/0 BOT CHORD 20-21=0/2124,19-20=0/3480,18-19=0/4452,17-18=0/4452,16.17=0/4452,15-16=0/4338, 13-15=0/3489,12-13=0/2122 WEBS 1-21=0/1452,2-21=-1391/0,2-20=0/969,3-20=-916/0,3-19=0/668,4-19=-916/0, 4-18=-86/341,10-12=0/1452,9-12=-1387/0,9-13=0/971,8-13=-930/0,8-15=0/600, 7-15=-581/0,7-16=-34/364,5-16=-426/322,5-17=-309/119 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 14=11% 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • . NI WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE M47473 rev.1aro1r2016 BEFORE USE Design valid for use only with MIlekk.connectors.This design is hosed only upon parameters shown.and is for an hdlvidual building component,not a truss system.Before use.the building designer must verity tire apt Arc:ability of design paaneters and properly incorrxrrate this design Into 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 posst to personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/1P11 Quality Criteria.DSB-89 and BCS!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 T9221910 10674T0 F11 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:48 2016 Page 1 ID:fwn5TgW?edlwVPM00yz19ydS15-J0?Obve0k2_KIDbnBLGcguN Dd?CGUn8UceYlcRypylH 0-1-8 0-10-12 0-01(8 H I----1-� I I Scare=1:34.5 4x6= 1.5x3 II 4x6= 1.5x3= 4x6= 3x6 FP= 4x6= 1.54= 1 2 3 4 5 6 7 8 9 10 11 �\ I.....` a. �a w w. 4 24 ', _ -' lirrmi 25 0 s1.4 Cli if CI lEr ►— ler22 21 20 19 18 17 16 15 14 13 1' 4x6= 4x6= 1.5x3 I I 3x12 M18SHS FP= 4x6= 4x6= I 1-6-0 l 4-0.0 { 6-6-0 I 11-4-12 13-10-12 { 16-4-12 I 18-10-12 I 20-4-12 1-6-0 2-6-0 2-6-0 4-10-12 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[7:0-1-8,Edgel,[11:0-1-8,Edgel,[19:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.39 17-18 >614 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 i 1 Vert(TL) -0.61 17-18 >394 240 M18SHS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.70 Horz(TL) 0.10 12 n/a n/a I BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:106 lb FT=20%F,1146E 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.1(flat) except end verticals. WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2.0 oc bracing:18-19,17-18. REACTIONS. (lb/size) 23=1102/0-5-8,12=1102/0-7-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1096/0,11-12=-1096/0,1-2=-1133/0,2-3=-2849/0,3-4=-3952/0,4-6=-4588/0, 6-7=-4588/0,7.8=-4512/0,8-9=-3964/0,9-10=-2846/0,10-11=-1134/0 BOT CHORD 21-22=0/2138,20-21=0/3530,19-20=0/4365,18-19=0/4588,17-18=0/4588,15-17=0/4381, 14-15=0/3525,13-14=0/2139 WEBS 11-13=0/1464,1-22=0/1463,10-13=-1398/0,2-22=-1398/0,10-14=0/983,2-21=0/989, 9-14=-945/0,3-21=-946/0,9-15=0/610,3-20=0/588,8-15=-580/0,4-20=-574/0, 8-17=-62/364,4-19=-119/581,7-17=-402/218 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. • 1 I / A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4411.7473 rev.10103/2015 BEFORE USE. Design valid for use only with FM1ekk9 connectors.This design is fused only upon parameters shown.and Is for an individual building component-not a truss system.Before use,the bulling 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 indvldud 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 tabricatkrt.storage,delivery,erection and bracing of trusses and truss systems.sec-ANSI/Wit Quality Crlfsrla,DSB-89 and SCSI Building Componsnl 6904 Parke East Blvd. Satisfy Information avcilab le from Truss Plate institute.218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa,FL 33610 NM • ;Job Truss Truss Type 40ty Ply 19221911 10674T0 F12 GABLE 1 1 Job Reference(optional)-_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:49 2016 Page 1 VII ID:fwn5TgW?edlwVPMOQyzl9ydSl5-nDZOoFf0VM6BMNAzk3nrC5waGOnwDOndrlll9typytG 1 3x4= 2 1.5x3 11 3 3x4 II Scale=1:9.5 ' IIII 1.5x7 3= .■ N I 0 Y 1 . ••.•.•.❖.•i •O•.::•::•iiiiiiii:•:•:*:•:• hl :' •••••••• _.. •:•O•O:•:•Oi.O•i•O•i i OOd�•0�1•i Q•O•O:•:• 6 5 4 3x4— 3x4= 3x4 1-6-12 2-4-0 I 1-6-12 I 0-9-4 i Plate Offsets(X,Y)-- (5:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:17 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-4-0 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. (lb/size) 6=60/2-4-0,4=6/2-4-0,5=157/2-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. • 1mit r Q WARNING-Verity deign 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 Mllol d connectors.This design Is bused only upon parameters shown,and Is for an hdividtii tending component,not a truss system.Before use.the building designer roust verify the applicatSlty o1 design parameters and prorxnly incorporate this design into the overall building design. Brach()Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional lemporary and permanent bracing Milek' Is always required for stability and to prevent collMse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and toss systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.Lee Sheet,Suite 312,Ak;xaridria.VA 22314. Tampa.FL 33610 I Job Truss Truss Type "Oty Ply - _ - T9221912 10674T0 F13 Floor 2 1 [Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:49 2016 Page 1 I D:tvvn5Tg W?edlwV PMOOyzl9ydSl5-nDZOoFt0VM6BMNAzk3nrC5wazOml DNTdrf I19typyIG 0-1-8 H I 1-3-0 I 0-11-12 I I 1-0-4 1 • Scale=1:15.2 1.5x3 I I 1.5x3 II 1.5x3 I I 1.5x3 I 12 3 4 5 6 7 • 15 • • .- - • //,.— _ — — 16 • i 1 /' 7.—• • 1.5x3= 1.5 - s 13 • 12 • 40 10 • 9 2.9-10II 3-11-12 41-4 8-3-0 2-9-10 1-2-2 0-1-s 4-1-12 Plate Offsets(X,Y) [7:0-1-8,Edge),[9:0-1-8,Edgel,[10:0-1-8,Edge],[12:0-1-8,Edgel,[13:0-1-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.11 Vert(LL) -0.00 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S 1 Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=210/0-3-0,8=212/0-5-0,11=445/0-3-8 Max Gray 14=222(LC 10),8=223(LC 7),11=447(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-11=-428/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. • • � 1 0 WARNING-Verify design parametera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mlr-7473 rev.10/03/2015 BEFORE USE. MI Deslgl valid for use only with Mltek8 connectors.this design Is based only upon{xaameters shown.and Is for an kndMdual holding component not a Inns system.Before use,the bulling designer must verity the applicability 01 design parameters and properly Incorporate this design Into 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 clavate. For general guidance regarding the fabrication,storage,delivery,erection and bracing of tr sses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bird. 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 T9221913 10674T0 F14 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc_Mon Aug 08 09:25:50 2016 Page 1 I D:ivvn5TgW9edIwVPMOGyzl9ydS15-FP7nObgeGgE2_Xk91m141JSleoSsygsn3xl rhKypyl F 354= 0-1-8 1 3x4= 1-3.0 2 1.5x3 II 1-0-0 3,1.5x3 II 4 ¢1.8 TScale=1:9.4 • 7 10 9 1.5x3 • 1.5x3= o i q 3x4= 3x4= 8' 7 6 3x4= 3x4= 4-3-0 II 4-3-0 Plate Offsets(X,Y)-- 14:0-1-8,Edge1,f6:0-1-8,Edge1,(7:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (los) 1/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 , Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 i Lumber DOL 1.00 BC 0.09 Vert(TL) -0.01 7 >999 240 i BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a 1 BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, BOT CHORD 2x4 SP No.2(tlat) 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=214/0-3-0,5=214/0.3-8 FORCES. (Ib)-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)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. 1NT0 WARNING-Verify 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 MIlekr connectors.!Ns design Is basest only upon parameters shown.and Is for an Individual holding component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and rxoporly Incorporate this design Into the overall building design. Racing Indicated Is to prevent buckling of IndNkluol truss web and/or chord members only. Additional temporary aMl permanent bracing MiTek• Is always requited for stability and to prevent collapse with possible personal Injury and property damage. For general gunk nce regarding tt. 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and tnss systems.seOANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa.FL 33610 Safely Information avc fable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. --_-_ -_.- .Job Truss Truss Type Qty Ply T9221914. 10674T0 F15 Floor 2 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Mon Aug 08 09:25:50 2016 Page 1 ID:fwn5TgW?edIwVPMOCyzl9ydS15-FP7nObgeGgE2_Xk91m141JS1co50yq?n3x1 rhKypylF 3x4= 0-3-0 F____./1 ix4= 1-3-0 2 1.5x1 II 0-9-8 3 1.5x3 I 4 ?-1-1 o- g 1 1 Scale=1:9.4 • 9 1.5x3= 0 V 10 3x4 I I 3x4= 3x4= 7 6 i 3x4= 1-9-0 I 0-6-0 I 1.0.12 1 1 1.7.0 1 7[8 2-2-8 4-3 5 0-6-0 0-6-12 0-0.12 0-5-8 0480-5-8 2-1-0 0-1-8 Plate Offsets(X,Y)-- ]4:0-1-8,Edge],[6:0-1-8,Edge],[7:0.1-8,Edge] LOADING (psf) 1 SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 5=202/0-5-0,8=202/0-3-8 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) 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. tiff 1 7 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.1&'03/2076 BEFORE USE. Design valid for use only with Ml Tek®connectors.This design Is based only upon pxiameters shown.and Is for an IndMduat Ixiik8n{I component.not a truss system.Before use-the building designer must verify the applk.atllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required to stability and to prevent collapse with posst le personal Inhiy and property damage. For general guidance r gardIrlg the lubrication.storage,delivery,erection and tracing of trusses and truss systems,seeANSI/IPt I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. • • Safety Information available from Truss Plate Institute,218 N.Lee Street.Sulte 312,Alexarxdda,VA 22314. Tampa.FL 33610 • • Job Truss Truss Type Qty Ply 79221915 10674T0 F16 Floor 6 1 .Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:51 2016 Page 1 ID:Min5TgW?edlwV PMOGyzl9ydS15-lbh9DwhGOzMvcgJMsUpJH W?ruCKBhD4wIbnPDmypyl E 0-1-8 1-0-0 0.1-8 H I 1-3-0 I I Scale=1:19.7 1.5x3= 1.5x3= 1 2 3 4 5 6 • • • T • • • X / 16 5 7 _.4._ S o — _ N -17 Y ../ 13 12 11 10 9 8 1.5x3 II 1.5x3 I I 1-6-0 4-0-0 7-9-0 10-3-0 11-9-0 1-6-0 2-6-0 3-9-0 I 2-6-0 I 1-6-0 Plate Offsets(X,Y)-- (3:0-1-8,Edge),f4:0-1-8,Edge),16:0-1-8,Edge1 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 0.40 Vert(LL) -0.05 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.08 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 7 rile n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:63 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=626/0-5-8,7=626/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-622/0,6-7=-622/0,1-2=-598/0,2-3=-1319/0,3-4=-1510/0,4-5=-1319/0,5-6=-598/0 BOT CHORD 12-13=0/1114,11-12=0/1510,10.11=0/1510,9.10=0/1510,8-9=0/1114 WEBS 6-8=0/769,1-13=0/769,5.8=-718/0,2-13=-718/0,5-9=0/304,2-12=0/304,4-9=-339/0,3-12=-339/0 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. • 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2010 BEFORE USE. ' Design valid for use only with MneK)connectors.this design is Ix/sed only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the balding designer must verify the applicability of design parcnseters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of indbid utl 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 illuy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quallly Criteria.OSB-89 and BCD Building Component 6904 Parke East Blvd. Safely Information available from truss Plate institute,te,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply I T9221916 10674T0 F17 Floor 10 1 Job Reference(optional)____ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:52 2016 Page 1 ID:fwn5TgW?edlwV PMOQyzl9ydSl5-CoFXQGhunHUmDquYQBKYgkYw7cb_Qb03XFW ymCypylD 0-1-8 1-8-0 o-��1(8 H I 1-3-0 I I I Scribe=1:33.7 4x6= 4x6= 1.5x3= 4x6= 3x6 FP= 1.5x3 II 1.5x3 I 4x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 r_r—awns. — rAr_� ��� 23 ` • \w—nx0 ' • X. /.....wooir.,,,mprIvou. 24 Q S - • s' m e11, _ . �w . 21 20 19 18 17 16 15 14 13 4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6= 1-6-0 I 4-0-0 I 6-6-0 13-5-0 I 15 11-0 I 18-5 0 I 19-11-0 1-6-0 2-6-0 2-6-0 6 11-0 2-6-0 2.6 0 1.6 0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0-1-8,Edge],117:0-1-8,Edgei,[18:0.1-8,Edge] LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.35 17-18 >678 360 MT20 244/190 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.54 17-18 >434 240 M18SHS 244/190 0.0 Rep Stress Inch YES WB 0.68 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S _ Weight:102 lb FT=20%F,11°6E TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 22=1075/0-5-8,12=1075/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1070/0,11-12=-1070/0,1-2=-1103/0,2-4=-2763/0,4-5=-3820/0,5-6=-4366/0, 6-7=-4366/0,7.8=-4366/0,8-9=-3820/0,9-10=-2763/0,10-11=-1103/0 BOT CHORD 20-21=0/2081,19-20=0/3420,18-19=0/4193,17-18=0/4366,15-17=0/4193,14-15=0/3420, 13-14=0/2081 WEBS 11-13=0/1425,1-21=0/1425,10-13=-1359/0,2-21=-1359/0,10-14=0/949,2-20=0/949, 9-14=-913/0,4-20=-913/0,9-15=0/556,4-19=0/556,8.15=-519/0,5-19=-519/0, 8-17=-158/590,5-18=-158/590,6-18=-276/25,7-17=-276/25 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 I V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10/03/2015 BEFORE USE. mill• Design valid for use only with MIIekSJ connectors.This design Is based only upon parameters shown.and Is for an Indlvklual budding com ponent,not a truss system.Before use,the bullring designer must verify the appllcablity of design parameters and properly Incorp mato this design Into the overall bulking design. &achg Indicated Is to prevent budding of IndNdud buss web and/or chord members only.Additional temporary and permanent bracing Mile k• is always req.ked for stal:4111y 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 BCSI Building Component 6904 Parke East Blvd. Safety Information avakdlie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type "Qty 'Ply T9221917 10674T0 F18 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:52 2016 Page 1 I D:fvvn5TgW?edlwV PMOQyzl9ydSl5-CoFXQGhunHUmDquYQBKYgkY4PcodQIT3XF WymCypyl D 0N8 aF(8 Scale=1:33.1 3x4= 3x6 FP= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Nr . 1 zi ^74 I -T O'.........................•-........ .•..•a•...........• •. ...........•.•............•.•.... .. ..... .. ....•.•..•.•.•.•a• .•••1?.=�I ";' 34 33 32 31 30 29 28 27 26 2524 23 22 21 20 19 18 3x4 = 3x4_ 3x6 FP - 3x4 _ 3x4 -- 1.6-12 1 2.10-12i 4-2-12 l 5-6-12 I 6-10-12 8-2-12 i 9-6-12 10-10-12 , 12-2-12 I 13-6-12 114-10.12 16-2-12 i 17-6-12 118-4-4. 19-11-0 ' 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 0-9-8' 1-6-12 Plate Offsets(X,Y)-- [17:0-1-8,Edge),(19:0-1-8,Edee),133:0-1-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) 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(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Inch YES WB 0.04 Horz(TL) -0.00 19 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:92 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(ilat) 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:33-34,18-19. REACTIONS. All bearings 19-11-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,19,32,31,30,29,28,27,26,24,23,22,21, 20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1111.A WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*10.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with AAliek4)connectors.Buis design B teased only upon parameters shown.and Is for an hdwi<kxal building component.not a truss system.Before use,the building designer must verify lin:op{ricobility of design parameters and properly Incorporate this design Into the overall i building design. Bracing indicated Is to prevent buckling of IrndNklual truss web and/or chord members only.Additional al temporary and permanent bracing MiTek" is always required for stablly and to prevent collapse with possible personal injury and proerty damage. I or general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plale institute.218 N.Lee Street.Suite 312.Alexancirkl.VA 22314. Tampa.FL 33610 Job Truss Truss Type ''City Ply • T9221918 10674T0 FG01 FLOOR 1 2 Job Reference(optional_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:53 2016 Page 1 ID:iwn5TgW?edlwVPMOQyzl9ydS15-g_oveciWYbddr.TkzvrnNx47G0z39?EDmvGVItypylC 7-108 QQ-0-05-11.12 77-3-8 Q- 7� X9.148 0-3-84 2-8-2 0 23.7 5-5.5 1.00.40.1.12 8.35.4 1--00-4of-N2 ' 13-10-10-0-- i 15-11-8 i 18-0-6 .0-4 I 20-3-0 I 0-11-12 41.12 44-12 Scale=1:34.3 0-7-0 This truss is NOT symmetric. Proper orientation is essential. 2x4 II 2x4 .1 6x6= 4x6= 4x6= 1 2 3 4 5 6 7 8 9 10 O�J! 1° I j1 � alq 0 19 18 17 16 15 14 21 13 12 1 2x4 II 8x10_ 4x6= 4x6= 3x4 II THD26-2 5-11.12 7-10-8 5-0-11 7-3-8 9-10-8 I 2-8-2 ] 4-11-B 5.50 I 7.0-07.1.1? 5.3-I�_ 9-4-09¢-12 I ____ 13.10.10 I 15-11.8 { 18-0-6 I 203-0 2-8-2 2-37 418411-1 1-44 0-•1 1}Sd 1.44 41.42 4.42 2.411 2014 2-2-10 0-0-11 0-1-12 0-4-12 0-7-0 Plate Offsets(X,Y)-- [9:0-2-12,0-2-0],[12:0-2-4,0-2-0],[13:0-2-12,0.2-0),[15:0-5-0,0-3-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.37 15-16 >641 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.58 15-16 >413 240 BCLL 0.0 Rep Stress lncr NO WB 0.83 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:202 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP SS'Except' except end verticals. 11-15:2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 20=1305/0-5-8,11=1791/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-1250/0,1-2=-2794/0,2-3=-4833/0,3-4=-6660/0,4-5=-6660/0,5.6=-6660/0, 6-7=-7293/0,7-8=-7350/0,8-9=-6351/0,9-10=-3385/0,10-11=-1617/0 BOT CHORD 18-19=0/2794,17-18=0/4833,16-17=0/6660,15-16=0/7283,14-15=0/7350,13-14=0/6351, 12-13=0/3385 WEBS 1-19=0/2898,2-18=0/2205,3-18=-918/0,10-12=0/3505,9-12=-1564/0,9-13=0/3268, 8-14=0/1101,8-13=-641/0,6-16=-1139/0,4-17=-467/0,3-17=0/2192,2-19=-1097/0 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,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are 4x5 MT20 unless otherwise indicated. 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)Use USP THD26-2(With 16d nails into Girder&10d nails Into Truss)or equivalent at 15-6-0 from the left end to connect truss(es)to back face of bottom chord. 7) Fill all nail holes where hanger is In contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-10=-100,11-20=-10 Concentrated Loads(lb) Vert:21=-901(B) 1 t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. pil • Design valid for use only with MnekFo connectors.this design is based only upon 1 xrameters shown.and Is for an Individual b ulding component.not a truss system.Before use,the IxMdlrlg designer must verify the applica*Ally of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collgxe with possible personal Inlay and property damage. For general guidance ce regarding the East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANS]/TPtt QuaSly Criferla,DSB-89 and SCSI Building Component 690469 P.ParkeFEast 0 Safely Information available from Truss Plate klstitute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type „Qty Ply T9221919 10674T0 FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:53 2016 Page 1 I D:1vvn5TgW?edlwV PMOQyzl9ydSl5-g_oveciW Ybddr_TkzvrnNx43F0wr91 yDmvGVItypy1C 4-3.0l 8-6.0 i 4-3-0 4-3-0 Scale:3/4"=l' 2x4 I I 4x10= 1 4x10= 2 3 --------------"-----------------= ,_----------------------- —THD26 THD46 THD26-2 THD46 7 8 5 9 10 4 10x14= 2x4 11 2x4 11 4-3-0 11 4-3-0 1 4-3-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.15 5 >651 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.24 5 >415 240 BCLL 0.0 Rep Stress Ina NO WB 0.72 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 l Code FBC2014/TPI2007 Matrix-MS Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5,3-5:2x4 SP No.1 REACTIONS. (lb/size) 6=3366/0-3-8,4=2748/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1963/0,1-2=-7413/0,2-3=-7413/0,3-4=-1963/0 WEBS 1-5=0/7612,2-5=-357/0,3-5=0/7612 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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 4-0-0 from the left end to connect truss(es)to front face of bottom chord. 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 0-6-12 from the left end to connect truss(es)to beck face of bottom chord. 7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 4.0.0 oc max.starting at 2-7-12 from the left end to 6-7-12 to connect truss(es)to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1074 lb down at 4-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,4-6=-10 Concentrated Loads(Ib) Vert:5=-956(F)7=-1033(B)8=-1074(B)9=-1074(B)10=-1074(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with Mlleld9 connectors.This design is based only upon parameters shown,and is for an Irxiivkkxrl building component.not a truss system.Before use.the building designer must verify the 01.0icat9ity of design parameters and properly incorporate It-is design Into the overall bxldhg design. Ikachg Indicated B to prevent buckling of In dMduol 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 Eat Blvd. fabrication,storage,delivery,erection and tracing of!runes and truss systems.seeANSI/lPtl Quality Cd6904East Criteria,DSB-89 and SCSI Building Component 6904 P,ParkeFEs0 Safely Information available from Truss Flute InstiNte.218 N.Lee Street.Suite 312,Alexandria,VA 22314. ____ Truss Truss Type a "Qty Ply Job T9221920 10674T0 FG03 FLOOR .1 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:54 2016 Page 1 ID:Ivvn5TgW?edlwVPMOQyzl9ydS15-8AMHryj8JulUT82wXcM0v9dOLPPWufWM Z?3q5ypylB 3-5-8 3-5-8 1 3x4= 2 2x4 I Scale=1:9.4 • THD46 THD46 4x5= 4 5 6 3 2x4 II 3-5-8 3-5-8 Plate Offsets(X,Y)-- (1:0-1-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) -0.01 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.02 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 5.0 L Code FBC2014/TPI2007 Matrix-MS Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=1086/Mechanical,3=911/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0.6-12 from the left end to 2-6-12 to connect truss(es)to front face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-4=-10 Concentrated Loads(Ib) Vert:5=-825(F)6=-823(F) � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Dosiitn valid for use only with MIIekn connectors.This design Is used only upon parameters shown,and Is for an individual balding 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 bind ng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additkxxal temporary and permanent bracing MiTek' Is always regaled for stability and to prevent collapse with possible personal injury and property damage. !or general gukiance regarding the fabrication.storage.delivery,erectI n and bracing of trusses and tarss systems,seeANSI/TPI l Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute.218 N.lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type bty Ply T9221921 10674T0 FG04 HIP 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:55 2016 Page 1 ID:fvvnsTgW?edlwVPMO0yz19ydS15-cNwg31 kn4CtL41d75KuFSMARupb4dxV W DDIcMXypytA 6-9-0 7-96 22-10-0 i 1-9-0 I 3-7-15 5.6.10 5.19.6 ,7-7.10 9-10.1 11.9-0 77-1-12 1-9-0 0-1-42 1.10-15 2-0-11 '410-101 I 2-0-11 I 1-10-15 i 5-4.12 5.6-4 410.10 0.1-12 Scale=1:41.1 2x4 II 7 4x5 3.00,12 21 8 2x4 'I 0 4 ii iiip� 22 r---4x5 7-7, 2 2x4 II 2x4 II 4 g 0 1 4x10=11. 4 5 7x10= • ems ® 1�-- i O 114, N_ PI .111 Ili .7 C d ch la r} v N N n n 1 16 15 14 i3 12 11 17 10 2x4 I I 4x5= 4x6= 4x5= 2x4 II 5x8= 2x4 II 3x12 M18SHS= 7-11-2 5-10.6 7-9-6 F 3.7-15 5-6-14 5-�T1p6-9-0`7.7.10 9-10-1 11-9-0 17.1-12 I 22.104 i 3-7-15 +-- 1-10-15 47.92 '41410111- 1-10-1s I 1-1416 I 5J-12 5.6.4 0-1-12 0-1-12 0-1040 0-1-12 Plate Offsets(X,Y)-- [2:0-2-0,0-0-12],[6:0-3-4,0-4-0],[15:0-2-4,0-2-01,116:0-2-4,0-2-01 LOADING (pst) SPACING- 2-0-0 CSI. DE FL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.18 12-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.49 12-14 >557 240 M18SHS 244/190 BCLL 0.0 ' Rep Stress Ina NO WB 0.72 Horz(TL) 0.08 10 n/a rVa ' BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.10 12-14 >999 240 l Weight:287 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, 3-6:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except` 2-16:2x6 SP No.2,6-14,3.15:2x4 SP No.2 REACTIONS. (lb/size) 17=2579/Mechanical,10=1865/Mechanical Max Horz 17=-114(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1377/0,3-16=-2205/0,3-4=-6343/0,4-5=-6343/0,5-6=-6343/0,8-9=-2660/0, 9-10=-1813/27 BOT CHORD 15-16=0/1810,14-15=0/6343,12-14=0/6866,11-12=0/6667 WEBS 8-11=0/830,9-11=0/2627,1-17=-2410/0,1-16=0/2460,6-14=-659/369,3-15=0/4992, 4-15=-1769/0,6-11=-4416/0,6-8=-2545/0 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,2x6-2 rows staggered 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.Opsh BCDL=5.0psf;h=25f1;B=45ft;L=24ft;eave=4lt Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-6-4,Interior(1)1-6-4 to 11-10-12,Exterior(2) 11-10-12 to 16-1-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 10)Special hanger(s)or other connection device(s)shall be provided starting at 2-0-0 from the left end to 11-7-0 sufficient to connect truss(es)to front face of top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ipontintupd on Daae 2 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mt-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MllekS)connectors.TMs design Is based only upon pxxaneters shown,and Is for an Indtvklual balding component,not a miss system.Before use,the building designer must verily the applicability of design pxxarnetets and properly incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of IndMdud truss web and/or chord members only. Additional temlxrary and perrnancnt bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property okxnoge. For gondol guidance warring the 6904 Parke East Blvd. fabrication, storage.delivery,erection and bracing oh Misses and huss systems,seeANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component Safety Information avdlable from Truss Plate Ins:Mute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Typey Ply T9221921 110674T0 FG04 HIP 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:55 2016 Page 2 ID:fvvn5TgW 7edIwVPM00yzl9ydS15cNwg31kn4C1L41d75KuFSMARupb4dxVW DDIcMXypylA LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-100,3-18=-100,18-20=-281,6-20_100,7-9=-100,10-17=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10103/2015 BEFORE USE. Design val W for use only with MI lek¢i connectors.This design Is Ir •my upon parameters shown,and is for on individual building component.not a truss system.Before use.the building designer must verify Its,(It plk:abllity of design parameters and property Incorporate.this design Into the overall brldng 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 dunage. For general guidance row wing the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSUTPI I Quality Criteria,DSB-89 and SCSI Building Component 6504 Parke East Blvd Safety information avdable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandra.VA 22314. Tampa.FL 33610 IJob Truss Truss Type Qty Ply T9221922 10674T0 FT01 FLOOR 10 1 Job Reference(optional)__ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:55 2016 Page 1 ID:twn5TgW?ed1wVPMOQyz19ydS15-cNwg31kn4CtL4Id75KuFSMAPxpeVd6gW DDIcMXypylA 2-8-0 5-4-8 2-8-0 2-8-8 Scale=1:10.1 0.25 riT 7 1 2 254 : 5x6= 3 II le 2x4 II 6 5 4x10 I 3x5 II 0-4-4 5-4-8 0-4-4 5-0-4 Plate Offsets(X,Y)-- 13:0-2-15,Edgel,f 4:0-2-4,0-0-4) LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 80.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) -0.06 5 >953 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.09 5 >649 240 BCLL 0.0 Rep Stress!nor YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6:2x6 SP No.2 REACTIONS. (lb/size) 6=525/0-3-8,4=525/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-366/0,1.2=-488/0,2-3=-482/0,3.4=-366/0 BOT CHORD 5-6=0/480,4-5=0/480 WEBS 2-5=-267/0 NOTES- 1) 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. 3 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekr)connectors.This design Is bused 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 reaxrod for stability and to prevent collapse with possible personal Injury and property dkanage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,sereANSI/iPtl Quality Criteria,DSB•89 and BCSI Building Component Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312,Plexadda.VA 22314. Tampa.FL 33610 (Job Truss Truss Type I01y Ply T9221923 10674T0 FT02 FLOOR 15 1 Job Reference(optional) Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:56 2016 Page 1 ID:ivvnsTgW?edIwVPMOQyzl9ydSl5-4ZU2GelPrW7BISCJf1 PU_aifkDwtMP9fStUAvzypy19 20-3-0 0-10-0 0-6.8 4-9-3 6-1-9 8-10-3 8-1,1r1510.28 11.5.1111»13 14-3-7 15-7-13 I 17-0-2 19-7-0 1q•1 I 10-68' I 3-11-3 I 1-4-5 I 2-8-10 0--2 1-2-9 I 1.2-9 0-1-12 2-8.10 1-4-5 1-4-5 2-6-14 (1•3- 0-4.8 0-3-8 Scale=1:34.2 4x6= 2x4 I 3x6= 6x12= 4x5= 3x6= 2x4 11 4x5= 7x10= 1 2 3 4 5 6 197 0 0 0 ga'-'----------------------------- a .B ,17 �R16 �d w N g 14 13 12 11 10 9 8 2x4 II 4x6= 4x5= 3x8 MT2OHS= 4x6= 2x4 I. 455= 11-8.9 10p-d6-881 4-9-3 I6-1.9l 8-10-3 8-11/1510-2.8 I11-5-111.613 14-3-7 1 151.7-153 I 117.4-0--52 i 19-10-8 4-2-11 1-4-S 2-8-10 0-1.12 1-2-9 1-2-9 0-i-1 t, 2-6-14 2-10-6 0-1-12 Plate Offsets(X,Y)-- 17:0-3-0,Edge],19:0-2-8,0-2-01,[13:0-2-8,0.2.0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.24 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.37 11-12 >641 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 I Horz(TL) 0.02 18 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS j Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except' 2-2-0 oc bracing:11-12. 1-15:2x6 SP No.2,7-9,1-13,6-11,2-12:2x4 SP No.2 REACTIONS. (lb/size) 17=1042/0-5-8,18=1021/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2318/0,2-4=-3129/0,4-5=-3129/0,5-6=-3129/0,6-7=-2282/0 BOT CHORD 13-14=0/280,12-13=0/2318,11-12=0/3129,9-11=0/2282 WEBS 7-9=0/2231,1-13=0/2210,6-11=0/1102,5-11=-320/0,4-12=-312/0,2-13=-811/0, 2-12=0/1079,6-9=-821/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 3=20%,joint 10=20% 4)Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2016 BEFORE USE. Pa Design valid for use only with Mitek®connectors.1Ns design is based only upon parameters shown.and is for an individual trading component,not a truss system.Before use.the braiding designer must verify the applicability Cl design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling or 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 IMuy and properly damage. Ior general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty Ply T9221924 10674T0 FT03 FLOOR 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:56 2016 Page 1 ID:fvvn5TgW?edlwVPMOOyz19ydS15-4ZU2GeIPrW?BiSCJf1 PU_aitpDxOMPGiStUAvzypyl9 aloo to-6-81 1 3-4-9 4-8-11I 8-9-2 8.1,0x14 10.1.4 I 113-1011(5.6 15.5-13 16-9-15 { 19-4-8 19.11.8 044 2-6-9 14.2 4-0.7 0.1-12 1-2-6 1-2-6 0.1-12 4.0-7 1.4-2 2-6-9 0-7.01 0-3-8 Scale=1:34.4 4x6= 3x6= 6x12- 4x5= 3x6=2x4 I 2x4 II 4x5= 7x10= 1 2 3 4 5 6 7 • 0 41 n o i o 17 d 1- r;‹,__________ v 71-e- a 16I j b 1 1 o It 14 13 12 11 10 9 8 2x4 II 4x6= 4x5= 3x8 MT2OHS= 4x5= 2x4 I I 4x5= 8-10-14 11.7.2 10-681 3-4-9 , 4.8-11 1 8.74 819,4 101-4 . 11-3-10111.54 15.5-13 169-15 19-11-8 1 0-66 2.10-1 1-4-2 3-10-11 0-i-14 1.26 ' 1-2-6 0-1-'i 3-10-11 1-4-2 3-1-9 0-1.12 0-1-12 Plate Offsets(X,Y)-- 17:0-3-0,Edge),19:0-2-0,0-2.01,113:0.2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.23 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 I Vert(TL) -0.36 11-12 >663 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Inc( YES WB 0.69 Horz(TL) 0.02 18 rVa n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-15:2x6 SP No.2,7-9,1-13,6.11,2-12:2x4 SP No.2 2-2-0 oc bracing:11-12. REACTIONS. (lb/size) 17=1031/0-5-8,18=1040/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2272/0,2-4=-3070/0,4-5=-3070/0,5-6=-3070/0,6-7=-2226/0 BOT CHORD 13-14=0/277,12-13=0/2272,11-12=0/3070,9-11=0/2226,8-9=0/300 WEBS 7-9=0/2091,1-13=0/2166,6-11=0/1090,2-12=0/1060,5-11=-321/0,4-12=-309/0, 2-13.803/0,6-9=-793/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 3=20%,joint 10=20% 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)17 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. mil• Design valid for use only with MllekaS connectors.this design is based only upon pxzameters shown,and is for an individual building component,not a truss system.Before use,the txuliding designer roust verify the applicability of design parameters and properly Incorporate this design into the overall building design. Racing Indicated Is to prevent buckling of individual truss web and/or chord members only. Ada ttional temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse with possible personal WY and property damage. For general gukkznce wording the fabrication.storage,delivery.erection and tracing of trusses and toss systems.seeANSI/1911 Quality Criteria,058-89 and BCSi Building Component 6904 Parke East Blvd. Safety informatton available Born Truss Plate Institute.218 N.Lee Street.Suite 312.fklexandila,VA 22314, Tampa.FL 33610 iJob Truss Truss Type r tlty Ply I T9221925 10674T0 FT04 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:57 2016 Page 1 I D:fvvnsTg W?edlwVPMO0yz19ydS15-YI2OU_I1 cp72KcnVCkwjXnFkW dJ05oVpgXEj ROypyI8 6.9-0 7-9-6 1-90 3.7-15 5-8-10 5-1Q-6 7-7-10 9.101 11-9-0 17-1-12 22-10-0 I 1.9-0 I 1.10-IS 2-0-11 0.1-'12 e-10.101' 2-0. 11 I 1-10-15 I 5-4-12 5-8-4 I 0-10-10 0-1-12 Scale=1:41.1 3x4 !1 7 300 F2 21 4x5----_- 8 8 3x4‘1 THD26 3x4 'r 22 5x6 2 2x4 11 2x4 11 et 4x6 1 4x10= 4 5 7x10= w 9 iiiiii ttrra t , $ ,9 IA ''l. �. ` O N_ i 6 N N I 1 0. MO o ., 4 . - 17 16 15 14 t3 12 11 10 2x4 11 5x6= 5x6= 4x5= 3x4 I 4x12= 2x4 II 3x12 MI8SHS= THD26 5-10-6 7-9-6 3.7.15 5-6-14 s-�-,1 6-9-0 7.740 9.10.1 11_9-0 17.1.12 22-10-0 I 3-7-15 f =fats oih� 010-10' z-011 1-lois 5-4-12 " I 5.8.E I ' 0-1-12 0-1-12 0.10-10 Plate Offsets(X,Y)-- (6:0-3-4,0-4-01,111:0.3-12,0-2-01,115:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.29 12-14 >939 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.58 12-14 >466 240 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr NO WB 0.95 Horz(TL) 0.09 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.16 12-14 >999 240 Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, 3-6:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. WEBS 2x4 SP No.3'Except' WEBS Web Brace:Length(member) 3-2-5(6-8); 2-16:2x6 SP No.2,6-14,3-15:2x4 SP No.2 T-Brace: 2x4 SP No.3-6-11 OTHERS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 17=1787/Mechanical,10=1486/Mechanical Max Horz 17=-114(LC 11) Max Uplift 10=-170(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-941/0,3-16=-1496/0,3-4=-3826/350,4-5=-3826/350,5-6=-3826/350, 8-9=-2041/309,9-10=-1433/246 BOT CHORD 15-16=0/1225,14-15=-372/3826,12-14=-518/4703,11-12=-508/4588 WEBS 8-11=0/505,9-11=-277/1986,1-17=-1662/0,1-16=0/1674,6-14=-1048/207, 3-15=-438/2865,5-14=-17/352,4-15=-942/173,6-11=-2840/254,6-8=-1932/325 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.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 1-6-4,Interior(1)1-6-4 to 11-10-12,Exterlor(2) 11-10-12 to 16-1-10 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 10. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 9-7-0 oc max.starting at 2-0-0 from the left end to 11-7-0 to connect truss(es)to front face of top chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard (Continued on oaae 2 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03,2016 BEFORE USE. ith- Design valkf for use only with Mllek3 connectors.Buis design Is based only upon txxarnetors 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 kyuy and properly 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 Building Component 6904 Parke East BNd. Safety Information avdlable from Truss Plate institute.218 N.Lee Street,Suite 312.Nexandrla.VA 22314. Tampa.FL 33610 Job Truss Truss Type 'Qty Ply T9221925 10674T0 FT04 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:57 2016 Page 2 ID:ivvn5TgW?edlwVPMOQyzl9ydSl5-YI2QU.11 cp72KcnVCkwjXnFkW dJO5oVpgXEjRQypyI8 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-100,3-6=-100,7-9=-100,10-17=-20 Concentrated Loads(Ib) Vert:18=-364 20=-204 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,3-6=-80,7-9=-80,10-17=-20 Concentrated Loads(Ib) Vert:18=-364 20=-191 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,3-6=-20,7-9=-20,10-17=-40 Concentrated Loads(Ib) Vert:18=-364 20=-164 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=48,3-6=35,7-21=48,9-21=31,10-17=-10 Horz:1-2=-58,2-3=-52,6-7=-52,7-21=58,9-21=41 Concentrated Loads(Ib) Vert:18=-364 20=-99 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=48,3-6=35,7-22=31,9-22=48,10-17=-10 Horz:1-2=-58,2-3=-52,6-7=-52,7-22=41,9-22=58 Concentrated Loads(Ib) Vert:18=-364 20=-99 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-40,3-6=-36,7-9=-40,10-17=-20 Horz:1-2=20,2-3=48,6-7=48,7-9=-20 Concentrated Loads(Ib) Vert:18=-364 20=-177 • 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-40,3-6=-36,7-9=-40,10-17=-20 Horz:1-2=20,2-3=48,6-7=48,7-9=-20 Concentrated Loads(Ib) Vert:18=-364 20=-177 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=35,3-6=44,7-9=19,10-17=-10 Horz:1-2.45,2-3=-15,6-7=-36,7-9=29 Concentrated Loads(Ib) Vert:18-364 20=-102 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=19,3-19=22,6-19=44,7-9=35,10-17=-10 Horz:1-2=-29,2-3=-36,6-7=-15,7-9=45 • Concentrated Loads(Ib) Vert:18=-364 20=-102 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-6=-21,7-9=-6,10-17=-20 Horz:1-2=1,2-3=43,6-7=-6,7-9=14 Concentrated Loads(Ib) Vert:18=-364 20=-175 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,3-6=-21,7-9=-21,10-17=-20 Horz:1-2=-14,2-3=-6,6-7=43,7-9=-1 Concentrated Loads(Ib) Vert:18=-364 20=-175 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=31,3-6=31,7-9=31,10-17=-10 Horz:1-2=-41,2-3=-49,6-7=-49,7-9=41 Concentrated Loads(Ib) Vert:18=-364 20=-110 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=16,3-6=16,7-9=16,10-17=-10 Horz:1-2=-26,2-3=-34,6-7=-34,7-9=26 Concentrated Loads(Ib) Vert:18=-364 20=-120 Continued on Daae 3 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rat'.1CV032016 BEFORE USE. Nit Design valid for use only with Mitek)connectors.the design Is based only upon parameters shown,and Is for an hclhAdud 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 ixlding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addtlonal 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 Parke East Blvd. fabrication,storage,delivery, bracing erection and acing of trussestrusssystems. and seeANSI/1PI1 Quilty6904 Criteria,DSB-89 and BCSI Building Component E3st 0 Safety Information avdkable from Truss Plate Institute,218 N.lee Street.Suite 312.Alexaxfrla,VA 22314. Tanya.4_._ Parke F !Job Truss Truss Type 40ty Ply T9221925 1067410 FT04 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:57 2016 Page 3 ID:tvvn5TgW?edlwVPMOQyzl9ydSl5-Y12QU_I1 cp72KcnVCkwjXnFkW dJ05oVpgXEjRQypyl8 LOAD CASE(S) Standard 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1.2=-21,3-6=-21,7-9=-21,10-17=-20 HorZ:1-2=1,2-3=9,6-7=9,7-9=-1 Concentrated Loads(Ib) Vert:18=-364 20=-156 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,3-6=-21,7-9=-21,10-17=-20 Horz:1-2=1,2-3=9,6-7=9,7-9=-1 Concentrated Loads(Ib) Vert:18=-364 20=-156 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,3-6=-20,7-9=-20,10-17=-20 Concentrated Loads(Ib) Vert:18=-364 20=-151 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=-81,3-6=-81,7-9=-69,10-17=-20 Horz:1-2=1,2-3=33,6-7=-5,7-9=11 Concentrated Loads(Ib) Vert:18=-364 20=-209 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-69,3-6=-81,7-9=-81,10-17.20 Horz:1-2=-11,2-3=-5,6-7=33,7-9=-1 Concentrated Loads(Ib) Vert:18=-364 20=-209 19)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:1-2=-81,3-6=-81,7-9=-81,10-17=-20 Horz:1-2=1,2-3=6,6-7=6,7-9=-1 Concentrated Loads(lb) Vert:18=-364 20=-194 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,3-6=-81,7-9=-81,10-17=-20 Horz:1-2=1,2-3=6,6-7=6,7-9=-1 Concentrated Loads(Ib) Vert:18=-364 20=-194 21)1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-6=-100,7-9=-20,10-17=-20 Concentrated Loads(lb) Vert:18=-364 20=-204 22)2nd Dead+Root Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-20,3-6=-20,7.9=-100,10-17=-20 Concentrated Loads(Ib) Vert:18=-364 20=-204 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-80,3-6=-80,7-9=-20,10-17=-20 Concentrated Loads(Ib) Vert 18=-364 20=-191 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-20,3-6=-20,7-9=-80,10-17=-20 Concentrated Loads(Ib) Vert:18=-364 20=-191 I 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/13!2015 BEFORE USE. Mit Design valid for use only with Malek:)connectors.This design Is based only uFxsn parameters shown,and Is for an idMdural building component.not a truss system.Before use,the balding designer must verify the applicabllry of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of 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. Fa 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 Sass Blvd. Safely information avdlable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type 7'Qty Ply T9221926 1067410 HJ01 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:58 2016 Page 1 I D:fvvn5Tg W?edlwV PMOQyzl9ydS15-OxcohKmfN7FvxlMimSRy4?o5g 1 gygTVyvBzGzsypyl7 2-0-0 2-0-0 2.12 112 Scale=1:16.8 2x4 11 2 C� I 4 3 2x4 11 I 2-0-0 I 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.18 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS I Weight:9 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/Mechanical,2=54/Mechanical,3=20/Mechanical Max Horz 4=17(LC 8) Max Uplift 4=-9(LC 8),2.49(LC 8),3=-3(LC 8) Max Gray 4=74(LC 1),2=54(LC 1),3=36(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 4,49 lb uplift at joint 2 and 3 lb uplift at joint 3. 0 WARNING-Verily design parameter and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIl-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mileid)connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use.the txalding desfgrsor must verily the applicability of design parameters and properly incorlxxate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Ackitional 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 tine fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DS8.89 and BCSI Building Component 6904 Parka 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 T9221927 10674T0 HJO2 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:25:58 2016 Page 1 ID:fvvnSTgW?edIwVPMOQyzl9ydSl5.0xcohKmfN7FvxtMimSRy4?o6t1 gOgTVyvBzGzsypyl7 2-9-3 2-9-3 Scale=1:9.9 3.54!12 3 3x4 2 0 o - 1 d o —: I 4 3x5 II 2-9-3 2-9-3 Plate Offsets(X,Y)-- 11:0-2-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=108/0-7-0,3=68/Mechanical,4=40/Mechanical Max Horz 1=33(LC 12) Max Uplift 1=-20(LC 12),3=-34(LC 12),4=-3(LC 12) Max Gray 1=108(LC 1),3=68(LC 1),4=47(LC 3) FORCES. (Ib)•Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=4th Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 1,34 lb uplift at joint 3 and 3 lb uplift at joint 4. � r A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev.10413/2015 BEFORE USE. 1111 Design valid for use only with MitekS,connectors.this design is based only upon parameters shown.arid Is for an Individual building component,not a truss system.Before use,Bre t*tiding designer rust verify the applicability of design I,aaxnoters and properly trmorp**ate this design Into the overall twirling design. Bracing Indicated is to prevent buckling of indMdual truss web and/or chord members only.Adidlionai temporary<rid permanent bracing MiTek' is always roc-sired for slaL4tlty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and tracing of tr sses and truss systems,seeANSI/TPI1 Quality Criteria,058-89 and BCS1 Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandrl a.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T9221928 10674TO HJO3 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries.Inc. Mon Aug 08 09:25:59 2016 Page 1 ID:fvvn5TgW?edlwVPMOQyzl9ydSl5-UBAAugnHBRNmZvwuK9yBcC KHHQ9?Zw158rjgVlypyl6 2-9-3 2-9-3 Scale=1:9.9 3.54 •12 2 / t 1• 0 a CI • 4 3 3x4= 3x5 I I 0-5-4 2-9-3 0-5-4 2-3-15 Plate Offsets(X,Y)-- f1:0.1.10,0-4-4] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.01 3-9 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SF'No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=129/0-4-15,2.54/Mechanical,3=33/Mechanical Max Horz 1=33(LC 12) Max Uplift 1=-69(LC 12),2—35(LC 12),3=29(LC 12) Max Gray 1=129(LC 1),2=54(LC 1),3=41(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 1,35 lb uplift at joint 2 and 29 lb uplift at joint 3. 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi IMO/connectors.This design Is biased only upon ixrometers shown.and Is for an ixlivkixA 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 aid/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stabltty and to prevent collapse with possible personal Injury and property damage. f Of general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Inks systems-seeANSI/lP11 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 t)ty Ply T9221929! 10674T0 TO1 Common 6 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:00 2016 Page 1 ID:fvvnsTg W?ed IwV PMOQyzl9ydSl5-zKjZ6?owkVd B3V4utTO9QtNJgKulJmFNVSN2lypyl5 7-0-0 9-11-8 12-11-0 19-11-0 7-0-0 I 2-11-8 2-11-8 7-0-0 Scale=1:32.7 5x6= 3 i a 5.00 12 2x4 O 2x4// 2 4 4,,0 4� • 14 15 5 1 r \� 'v 1 + 1 16 7 6 3x6— 4x6 11 4x6 II 4x10- 9-11-8 19-11-0 9-11-8 I 9-11-8 Plate Offsets(X,Y)-- 11:0-2-8,0-1-61,13:0-3-0,0-2-41,15:0-2-8,0-1-61 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (roc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.13 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.37 7-10 >654 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=797/0-5-8,5=797/0-5-8 Max Horz 1=-76(LC 10) Max Uplift 1=-209(LC 12),5=-209(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1336/468,2-3=-1067/400,3-4=-1067/400,4-5=-1336/468 BOT CHORD 1-7=-347/1172,5-7=-347/1172 WEBS 3-7=-234/712,4-7=-362/230,2-7=362/230 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=24th 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 9-11-8,Exterior(2)9-11-8 to 13-0-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 lb uplift at joint 1 and 209 lb uplift at joint 5. � 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2016 BEFORE USE. idt Design valid for use only with MI Iek!^s connectors.This design h based only upon rxxaneters shown,and is for an hdMdual building component,not a truss system.Before use,the building designer must verify the applk:ablity of design parameters and rxoperly Incorporate this design Into the overall building design. Racing Indicated is to prevent buckling of individual truss web anal/or chord members only.Additional temporary rind permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the latsicallon,storage,delivery,erection and bracing of trusses and truss systems.seeANSi/TPI I Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East BNd. Safety Information available horn Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type `Qty Ply T9221930 10674T0 ,T02 Common Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:00 2016 Page 1 I D:fvvnsTgW?edIwVPMOQyzl9ydSl5-zKjZ6?owkVdB3V4u1TQ9QtMYgLAI II FNVSN2IypyI5 5-2-3 9.11.8I I 14.8.13 19-11-0 5-2-3 I 4-9-5 4-9.5 5-2-3 Scale=1:33.5 6x6= 3 5.00 I12 loyeir\pip 2x4 2x4// 2 4 5 1 nn nn -- nn f ii; -- nn nn nn m. b ail 15 16 17 8 18 19 7 6 20 21 22 IC NAILED NAILED NAILED 4x5= NAILED NAILED 3x6= 4x5= NAILED NAILED 5x6 11 I NAILED NAILED 5x6 : 6-9-5 13-1-11 19-11-0 6-9-5 I 6-4-6 I 6-9-5 l Plate Offsets(X,Y)-- 11:0-3-0,0-0-61,15:0-3-0,0-0-61 • LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.16 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.34 6-8 >701 180 BCLL 0.0 ' Rep Stress Inch NO WB 0.37 Horz(TL) 0.06 5 We. ilia BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1413/0-5-8,5=1415/0-5-8 Max Horz 1=76(LC 7) Max Uplift 1=-535(LC 8),5=-536(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2561/995,2-3=-2406/977,3-4=-2409/979,4-5=-2564/996 BOT CHORD 1-8=-861/2314,6-8=-549/1628,5-6=-863/2316 WEBS 3-6=-370/960,4-6=-271/176,3-8=-368/955,2-8=-272/176 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0ps1;h=25ft;B=45ft;L=2411 eave=oft 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 535 lb uplift at joint 1 and 536 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 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:1-3=-60,3-5=-60,9-12=-20 Concentrated Loads(Ib) Vert:7=-134(B)15=-148(B)16=-134(B)17=-134(B)18=-134(B)19=-134(B)20=-134(B)21=-134(B)22=-148(B) 1 � 0 WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 raw.10/03/2015 BEFORE USE. ill. Design valid for use only with Mileke':connectors.Ms design Is based only upon Fxx coolers shown.and Is for ch individual building component,not a truss system.Before use,the bxikfirrg designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of kidvlducl 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 fVuy and properly damage. For general guidance regarding the fabrlcatIon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Btvd. Safety Information avdiable from truss Plate Institute.218 N.Lee Street.Suite 312.Alexarrdda,VA 22314. Tanga.FL 33610 Job Truss Truss Type "Qty Ply j T9221931 10674T0 T03 Half Hip Girder 2 1 j i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:01 2016 Page 1 I 2-0-0 I ID:fwn5TgW?edlwVPMOQyyz19ydS15•RW HxJLoXg2dUoD4H Ra_thdQel Et51 giOb9CxaBypyl4 2-0-0 2-0-0 2 4x6 3 2x4 I Scale=1:9.9 I idgiti5.00ITIT iii I 1 or 11161 _ A .111 • 1 0 M 5 4 2x4 II 3x4= 7AaTii:. 3x5 I 2-0.0I 4-0-0 2-0-0 2.0.0 Plate Offsets(X,Y)-- 11:0-2-4,0-0-141,12:0.1-4,0.1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 1 1 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 8 >999 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 4 rile n/a BCDL 10.0 1 Code FBC2014/TP12007 Matrix-MS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=168/Mechanical,1=165/0-5-8 Max Horz 1=35(LC 8) Max Uplift 4=-74(LC 5),1=-48(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsl;h=25ft;B=45fh L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 4 and 48 lb uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 lb down and 91 lb up at 2-0-0 on top chord,and 26 lb down and 32 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-24(F) A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE mg Design valid for use only with Mtlok®connectors.This design Is based only upon ixxceneters shown,and Is for an ixdivkhxil briding 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. Nacing Indicated Is to prevent buckling of Individual buss wet>and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required lot stability and to prevent collapse with possible personal ksUy and property damage. for general guidance rogardng the fabrication,storage,delivery,erection and bracing of tnrsses and Inns systems,seeANSI/1PI I Qualify Catena,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdia>le from Truss Flute Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type "Qty Ply T9221932 10674T0 T04 Half Hip Girder 2 1 "Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:02 2016 Page 1 ID:fwnsTgW?edlwVPMOQyzl9ydSl5-vjrJXhpARMILQNIT?I W uEryoJeCxmGEYgpxU6dypyl3 2-0-0 3-0-0 t 2-0-0 • 1-0-0 5.00 12 2 3 2x4 II Scale=1:10.0 4x5 .11=MI 1 ;, 1 8 4 3x4= 3x5 II 1-6-11 3-0-0 1-6-11 1-5-5 Plate Offsets(X,Y)-- 11:0-2-4,0-0.141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.02 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 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. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=147/Mechanical,1=125/0-5-8 Max Horz 1=35(LC 8) Max Uplift 4=62(LC 8),1=-29(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)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 62 lb uplift at joint 4 and 29 lb uplift at joint 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)58 lb down and 91 lb up at 2-0-0 on top chord,and 34 lb down and 32 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(Ib) Vert:2=-10(F)8=-34(F) v WARNING-Ved/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1003/2015 BEFORE USE. Nat Design valid for use only with Mlleks connectors.this design is Ixued only upon i xxameters shown.and is for an hdlviduual building component,not a truss system.Before use.the btlklkng designer must verify the applicability of design parameters and properly Incorporate this design into the overall bldkng 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 BNd. fabk:atbrl,storage.delivery,erection and bracing of trusses and truss systems.soeANSI/TPI l Quality Criteria.1056-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type "Qty Ply -- --------- T9221933 10674T0 TO5 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:03 2016 Page 1 I D:fvvn5Tg W?edlwV PMOQyzl9ydSl5-NVPhkl goCttC2XEfZ?17m2Vzf2UsVjPh3Thl e3ypyl2 { 2-0-0 { 4-0-0 2-0-0 2-0-0 2 3 2x4 l i Scale=1:9.9 5.00 12 4x5= 1 — — Vd - A 6 5 4 ♦ 3x4= 2x4 II 3x4 Ii 2x4 .1 0-4-4 2-0-0 4-0-0 ' 0-4-4 1-7-12 2-0-0 Plate Offsets(X,Y)-- 11:0-1-12,0-0-141 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.08 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.04 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=177/0-3-8,4=147/Mechanical Max Horz 1=35(LC 8) Max Uplift 1=-100(LC 8),4=-106(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;B=45tt;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint 1 and 106 lb uplift at joint 4. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)44 lb down and 86 lb up at ' 2-0-0 on top chord,and 19 lb down and 5 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=-60,4-7=-20 Concentrated Loads(Ib) Vert:5=-16(B) 1 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII-7473 rev.1GV312015 BEFORE USE. 111 Design valid for use only with Mitek©connectors.this design Is txsdxl only upon parameters shown,and Is Ica an kxllvidual building component,not a truss system.Before use,the building designer must verify the a pplicablity of design parameters and lxorxxly Incorporate this design Into the overall txllding design. Bracing indicated Is to prevent buckling of IndNkival 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 fabricatkxr,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 Irorn Truss Plate Institute.218 N.Lee Street Suite 312.Alexaxkla.VA 22314. _-- Tampa.FL 33610 • Job !Truss Truss Type iQty Ply T9221934 10674T0 i T06 Roof Special Girder 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:04 2016 Page 1 ID:fvvn5TgW?edIwVPMOQyzl9ydSl5-r5z3yNrQyz?3fgpr7jYMJG 1 zJRgjE0mrH7QbBW ypyl l 4-0-0 9-6.1I 14-10-7 I 20-2-12 24-0-0 29-11-8 34-8-13 39-11-0 { 4-0-0 5-6-1 5-4-5 5-4-5 3-9-4 5-11-8 4-9-5 5-2-3 Scale=1:69.9 5x6= NAILED NAILED 8 5.00 12 NAILED NAILED 4x5= 7x10= NAILED NAILED 2x4 II NAILED NAILED 3x6= NAILED 4x6= 7x10 4x5 9 iiiii . d, 2 28 29 330 31 32 4 335 34 35 6 7 .� _�� �r�li\ia4t_,:•7[____ _fir•. '� ����. 10 _IT . 3619 37 38 1839 401741 16 42 43 44 4 5_ 14 t3 12 11 4x6 II 2x4 1 4x10= 3x6= 4x6— NAILED 2x4 I1 3x6= 4x10= 2x4 II 4x6 I I NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0)4[4 4-0-0 1 9 -6-1 I 14-10-7 I 20-2-12 24-0-0 I 29-11-8 I 34-8-13 39-11-0 { 0-4-4 3-7-12 5-6-1 5-4-5 5.4-5 3-9-4 5-11-8 4-9-5 5-2-3 Plate Offsets(X,Y)-- [1:0-2-8,0-1-141[2:0-3-12,0-2-41,16:0-2-8,0-2-0117:0-6-8,Edge1,18:0-3-0,0-2-4],[10:0-2-8,0-1-61,116:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.13 18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.32 18-19 >770 180 BCLL 0.0 " 1 Rep Stress Incr NO WB 0.66 Horz(TL) 0.02 10 rVa n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:192 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 2x4 SP No.3`Except' 6-16,2-18,4-18:2x4 SP No.2 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 15=2274/0-5-8,1=1005/0-3-8,10=598/0-5-8 Max Horz 1=-97(LC 6) Max Uplift 15=-624(LC 8),1=-350(LC 8),10=-214(LC 25) Max Gray 15=2274(LC 1),1=1016(LC 17),10=623(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1623/514,2-3=-2217/699,3-4=-2217/699,4-6=-1076/389,6-7=-434/1727, 7-8=-699/329,8-9=-685/338,9-10=-1060/404 BOT CHORD 1-19=-426/1439,18-19=-423/1446,16-18=-324/1076,15-16=-1727/503,14-15=-381/454, 12-14=-387/447,11-12=-316/931,10-11=-316/931 WEBS 6-15=-1348/460,7-15=-1667/436,7-12=-170f780,9-12=-468/175,6-16=-824/2902, 2-18=-257/820,4-16=-837/368,3-18=-482/285,4-18=-364/1248 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;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 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 624 lb uplift at joint 15,350 lb uplift at joint 1 and 214 lb uplift at joint 10. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-7=-60,7-8=-60,8-10=-60,20-25=-20 continued on Daae 2 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. " Design valki for use oNy with Milekii connectors.INs design is LKrseci only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer[(lust verify Its,apKilcatlllty of design parameters and rxoperly Incorporate this design Into the overall Iwldln°design. Bracing Indicated Is to prevent buckling of IndivIducl truss web and/or chord members oNy. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property dcznage. For general grlcla ce regrading the ratxk:ation,storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safety Information avalabie from Truss Plate Institute.218 N.Lee Street.Site 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Uty Ply T9221934 10674T0 T06 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:04 2016 Page 2 ID:fvvn5TgW?edlwVPMOQyzl9ydSl5-r5z3yNrQyz?3(gpr7jYMJG1 zJRgjE0mrH7QbBW ypyl l LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-35(F)19=-27(F)28=-35(F)29=-35(F)30=-35(F)31=-35(F)32=-35(F)33=-35(F)34=-35(F)35=-35(F)36=-127(F)37=-27(F)38=-27(F)39=-27(F)40=-27(F) 41=-27(F)42=-27(F)43=-27(F)44=-27(F) A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/032015 BEFORE USE. Design valid for use only with MIIekt9 connectors.Sys design is based only upon parameters shown,and Is tor an kvilvkival bulling 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 brikttg design. Brachg indicated Is to prevent tackling 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 possLie personal injury and property damage. For general grrki nce regarcing the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Rale institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 . - l Job Truss Truss Type v0ty Ply T9221935 1067410 107 Roof Special 1 1 Job Reference(optional)__ Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MITek Industries,Inc. Mon Aug 08 09:26:05 2016 Page 1 ID:fwnsTgW?edlwVPMOQyzl9ydSl5-J IXS9js2jH7wHgO2gQ3bsTaClr7AzTR_W nA8jyypyl0 6-0-0 13-2-12 20-3-12 26-0-0 29-11-8 34-11-3 39-11-0 6-0-0 7-2-12 7-1-0 5-8-4 3-11-8 4-11-11 4-11-13 Scale=1:70.0 6x6= _ 7 5.00112 7x10= 2x4 I 3x6= 4x10= 6x6 2 ea 25 26 3 27 4 5 28 6, 29 2x4// 24AlilliblbB 30 7 �c 23 co c5 1 9 i6 15 14 13 12 11 10 2x4 I 2x4 II 4x10= 44 II 3x6= 3x6= 4x5= 44 II 4x10= 6.0.0I 13-2-12 20-3-12 26-0-0 32-11-7 39-11-0 6-0-0 7-2-12 7-1-0 l 5-8-4 6-11-7 I 6-11-9 Plate Offsets(X,Y)-- [1:0-2-8,0-1-61,[2:0.4-0,0-2-4),[7:0-3-0,0.2-41,[9:0-2-8,0-1-61 LOADING (pst) i SPACING- 2-0-0 CSI. DEFL. in (lora) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.06 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.20 14-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 1 Matrix-MS Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 13=1883/0-3-8,1=672/0-5-8,9=638/0-5-8 Max Horz 1=97(LC 11) Max Uplift 13=-495(LC 12),1=-176(LC 12),9=-167(LC 12) Max Gray 13=1883(LC 1),1=687(LC 21),9=638(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1163/425,2-3=-867/348,3-5=-867/348,5-6=-409/205,6.7=-511/296, 7-8=-903/377,8-9=-1094/427 BOT CHORD 1-16=-324/1015,14-16=-321/1022,13-14=-892/356,12-13=-892/356,10-12=-122/539, 9-10=-322/968 WEBS 2-16=0/259,3-14=-457/277,5-14=-618/1814,5-13=-1744/682,5-12=-493/1459, 6-12=-430/286,7-10=-108/437,8-10.297/218 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=45it;L=40ft eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-14,Interior(1)3-11-14 to 6-0-0,Exterior(2)6-0-0 to 9-11-14,Interior(1)26.0-0 to 39-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 495 lb uplift at joint 13,176 lb uplift at joint 1 and 167 lb uplift at joint 9. 1 p 0 WARNING-Verify daafgn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI1.7473 ray.10/03/2015 BEFORE USE pit Design valid for use only with Mlleky)c(nnec tors.this design Is based only upon pxaameters shown,and Is for an individual al building component-not a taus system.Before use,the building designer must verify the applk:ab11N of design parameters and properly Incorporate this design Into the overall biding design. Bndng Indicated Is to prevent budding of Individual taus Wet)and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required to stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regarding tirn 6904 Parke East Blvd. fabrication,storage,delivery.erection and bracing of trusses and taus systems,seeANSI/lPl t Quality Criteria,DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type J !Qty Ply T9221936 10674T0 T08 Root Special Girder 1 2 IJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:08 2016 Page 1 I D:fvvn5Tg W?edlwVPMOQyzl9ydSl5-ktCankux0BW 817dMYdIT6Cfa211AmQQCIOoJHypyHz 4-1-7 7-10-0 12-1-1 16-2-7 20-3-12 21-2.0 24-0-14 27-10-0 29-11.8 34-8-13 39-11-0 4-1-7 3-8-9 I 4-3-1 I 4-1-5 l 4-1-5 0-10.4 2.10-14 I 3-9-2 l 2-1.8 I 4-9-5 I 5-2-3 Scale=1:70.2 7x6 II 7x10= 2x4 II 5x6= 10x14= 5x6= 6�6 5.00 12 9 • 3 426 27 56 7 28 829 't 2x4// i _ _...00.0.00. 11 .\ // 1 4x5 ►� oro o f 10 2 r o / 11 m '' 1111 /I 1111 nn 1'id II [illi 11i1 ��r. iiii I IO! Ill! c1i 19 30 18 31 17 32 16 5x8 II is 5 14 36 13 37 38 12 5x6= 2x4 II 7x6= THD26 8x10=THD26 8x10= THD26\Bx10=THD26 10x12= THD26 7x6= 5x6= THD26-2 THD26 THD26 THD26 ',THD26 THD26 THD26 THD26 THD26 THD26 SPECIAL ANCHORAGE,DESIGNED BY OTHERS,IS REQUIRED AT SUPPORT(S) LOCATION(S)TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH SHOWN BELOW. 4-1-7 7-10-0 12-1-1 16.2.7i 20-3-12 24-0-14 { 27-10-0 i 33-8-1 39-11-0 4-1-7 3-8-9 4-3-1 4-1-5 4-1-5 3-9-2 3-9-2 5-10-1 6-2-15 Plate Offsets(X,Y)-- [3:0-4-4,0-2-4),[5:0-2-8,0-2-8],[6:0-4-12,Edge],[7:0.2-8,0-2-4),[9:0-2-4,0-3-8],[12:0.3.0,0-4-12],[13:0-4-0,0.5-0],[14:0-3-8,0-4-4],[15:0-4-8,0-2-8], 116:0-3-8,0.4-81,[17:0-3-8,0-4.81,[18:0.3-0,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.19 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.45 12-13 >533 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.93 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:496 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD 2x6 SP SS'Except' BOT CHORD Rigid ceiling directly applied or 3-6-12 oc bracing. 13-17:2x6 SP No.2 WEBS 2x4 SP No.3'Except' 7-13,3-17,5-17:2x4 SP No.2,6-15:2x6 SP No.2 6-16,6-14:2x4 SP No.1 REACTIONS. (lb/size) 1=3451/0-5-8,11.3420/0.5-8,15=19061/0-3-8 (req.0-11-4) Max Horz 1=-97(LC 23) Max Uplift 1=-963(LC 8),11=-931(LC 8),15=-5171(LC 8) Max Gray 1.3474(LC 17),11=3420(LC 1),15=19061(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7579/2114,2-3=-6658/1901,3-4=-4228/1244,4-5=-4238/1250,5-6=-266/1282, 6-7=-397/1369,7-8.-4152/1169,8-9=-4417/1257,9-10=-7618/2153,10-11=-7744/2141 BOT CHORD 1-19=-1897/6915,18-19=-1897/6915,17-18=-1693/6291,16-17=-1282/400, 15-16=-9051/2577,14-15=-10037/2852,13-14=-1369/506,12-13=-962/3838, 11-12=-1911/7057 WEBS 2-19=-128/685,2-18=-893/280,3-18=-1100/4039,8.13=-1761/534,9-13=-193/909, 9-12=-1374/4896,10-12=-304/276,7-14=-5168/1508,7-13=-2072/7411,3-17=-2738/764, 5-16=-4602/1342,4-17=-264/148,5-17=-1963/7007,6-15=-15060/4197, 6-16=-3037/10884,6-14=-3028/11198 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft L=4Oft eave=5fF Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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)WARNING:Required bearing size at joint(s)15 greater than input bearing size. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 963 lb uplift at joint 1,931 lb uplift at ioint 11 and 5171 lb uplift at ioint 15. Continued on page 2 i Alk WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.ipD32015 BEFORE USE Design valid(or use only with Ml lekr.connectors.Ibis design is based only urxm parameters shown,and is to an io (d pal bolding component,not a truss system.Before use,the building designer must verify the orok:oblity of design parameters and properly incorpxrate this design Into the overall bullring design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ek• Is always required tor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tab rtcotio n.storage.delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quail,/Crllerla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 job Truss Truss Type 'Qty I Ply T9221936 10674T0 T08 Roof Special Girder 1 n I _ L Job Reference(optional) Inc.Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries, Mon Aug 08 09:26:08 2016 Page 2 I D:fvvn6TgW?edIwVPMOQyzl9ydS15-ktCankuxOBW 817dMYdl T6Cfa211AmQQCIOoJHypyHz NOTES- 10)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 6-1-8 from the left end to connect truss(es)to back face of bottom chord. 11)Use USP THD26(With 16d nails Into Girder&NASD nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 8-0-12 from the left end to 31-10-4 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2598 lb down and 718 lb up at 33-9-8 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=-60,3-8=-60,8-9=-60,9-11.60,20.23=-20 Concentrated Loads(Ib) Vert:18=-1245(B)13=-1251(B)12=-2598(B)14=-1292(B)17=-1251(B)16=-1251(B)15_1292(B)30=-2435(B)31=-1245(B)32—1251(B)33=-1251(B)34=-1292(B) 35=-1292(B)36=-1292(8)37=-1251(B)38=-1251(B) Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MNF7473 rev.10/03/2016 BEFORE USE. Design valid for use only with Wake connectors.this design 8 based only upon parameters shown,and is tel an Individual balding comtxxmnt.not a truss system.Before use.the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall baling design. Bracing Indicated Is to prevent buckling of ndMduai 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.seeANSl/1PI1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety inlormallon avcilabte from trues Plate Isstmee.218 N.Lee Street.Stile 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss frussType rOty (PN 79221937 1067470 709 Hip Girder 1 1 2 Job Reference(optional) Building Component Supply,Jacksonville,FI 32256 Run:6.010 s Jun 25 2016 Print:8.010 s Jul 7 2016 MTek Industries.Inc. Mon Aug 08 10:35:14 2016 Page 1 ID:fwn5TgW?edIwVPMOQyzl9ydS15-RpMDNgVLOOU5yFsb?W mrSFp2N9PG5gFomhlhUdypy9R 3-0-0 6-11-0 I 9-11-0 3-0-0 3-11-0 3-0-0 Scale=1:18.4 4x10= 4x5= 5.00 12 2 13 14 3 I a --:--------------- d 4 1 15 6 16 17 5 18 3x6 11 6x6= 3x8= 4x6= 3-0-0I 6.11-0 I 9-11-0 i 3-0-0 3.11-0 3-0-0 Plate Offsets(X,Y)-- 12:0-6-8,0-2-01,15:0-3-0,0-4-41,[6:0-4-4,0-1-81 LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.43 Verl(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 I BC 0.83 Vert(TL) -0.17 5-6 >711 180 BCLL 0.0 ' Rep Stress lncr NO I WB 0.44 Horz(TL) 0.03 4 ri/a n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS J Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=2902/0-5-9 (min.0-1-11),4=3174/0-5-8 (min.0-1-14) Max Horz 1=-23(LC 23) Max Uplift 1=-878(LC 8),4=-923(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6229/1852,2-13=-5863/1730,13-14=-5863/1730,3-14=-5863/1730,3-4=-6182/1801 BOT CHORD 1-15=-1662/5672,6-15=-1662/5672,6-16=-1726/5900,16-17=-1726/5900, 5-17=-1726/5900,5-18=-1619/5642,4-18=-1619/5642 WEBS 2-6=-651/2324,3-5=-605/2260 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft B=451t;L=24ft;eave=4lt Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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 878 lb uplift at Joint 1 and 923 lb uplift at joint 4. 9)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 3-9-8 from the left end to connect truss(es) T12(2 ply 2x4 SP)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 5-8-12 from the left end to 7-8-12 to connect truss(es)T13(1 ply 2x4 SP),114(1 ply 2x4 SP)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)"NAILED"indicates 3-10d(0.148"x3")or 3.12d(0.148'x3.25')toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 lb down and 18 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on oaae 9 A WARNING-Verity design penunoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 118.7473 rev.10/03/2015 BEFORE USE. " Design volkl for use only wlih Mitek©connectors.this design Is based only upon parameters shown,and Is for an indivkhxrl betiding component,not a truss system.Before use,the building designer must verify the applicability of design rrraneters and properly Incorporate Inds design Into the overall taking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiRek' B always required for stability and to prevent collapse with possble personal hWy and property damage. For general guklau:e moulding the fabrication.storage.delivery.erection and tracing of trusses and truss systems.seeANSI/1PI1 Quell),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 JTruss ,Truss Type "Qty Ply 19221937 1067410 109 Hip Girder 1 2 Job Reference{optional) Building Component Supply,Jacksonville.Fl 32256 Run:8.010 s Jun 25 2016 Print:8.010 s Jul 7 2016 MiTek Industries.Inc. Mon Aug 08 10:35:14 2016 Page 2 I D:fwn5Tg W?edlwV PMOQyzl9ydSl5-RpMDNgVLO005yFsb?W mrSFp2N9PG5gFemhfhUdypy9R 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:13=-15(B)14=-15(B)15=-170(F=-44,B=-127)16=-2462(F=-2440,B=-22)17=-1257(F=-1235,B=-22)18=-1362(F=-1235,B=-127) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03@015 BEFORE USE. Design valid for use only with MI1ok:e connectors.this design is txrsed only upon parameters shown,and is lot on IndlvkAxA building component.not a truss system.Before use,the building designer must verify the cr:lolicablly of design parameters and properly Ird:orpxrate 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 tracing MiTe k• Is always required for stabiM/and to prevent collapse with possible personal hlury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information meltable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. ___ Tampa,FL 33610 Job Truss Truss Type Oty Ply 19221938 10674T0 T10 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:09 2016 Page 1 ID:ivvn5TgW?edlwVPMOOyzl9ydSl5-C3my?4vZnVeLmShpvG8X0Jl_4SZHvRTaRPBMrjypyHy 2-0-0 4.4.06.0.0 I 2-0-0 I 2-4-0 1-8-0 2x4 II Scale--1:14.5 4 46- 4x5= I 5.00 rii 2 icis•_digig•Kgigtwpprr....AgsilIll. y wpm 3x4 7 12 5 .0. 6 3x4 NAILED MOM 3x4= 2x4 II 2-0-0 4-4-0 6-0-0 I I 2-0-0 I 2-4-0 1-8-0 Plate Offsets(X,Y)-- 11:0-1-8,0-1-141 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:30 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. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=241/0-5-8,5=235/Mechanical Max Horz 1=56(LC 21) Max Uplift 1=-69(LC 8),5=-81(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-320/94,2-3=-278/89 BOT CHORD 1-6=-113/275 WEBS 3-5=-256/115 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 1 and 81 lb uplift at joint 5. 7)"NAILED"indicates 3-10d(0.1485(3°)or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)56 lb down and 91 lb up at 2-0-0 on top chord,and 26 lb down and 32 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=-60,3-4=-60,5-8=-20 Concentrated Loads(Ib) Vert:6=-24(B)12=-2(B) A WARNNVO•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev./0/03,2015 BEFORE USE. Mt Design valid for use only with MlreleD connectors.This design Is txised only upon parameters shown,and Is for an individual binding component,not a truss system.Before use,tlx:building designer must verify the applicability of design parameters and properly incorporate this ckrslgn kilo the overall briding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always regrirod for stability and to prevent collapse with possible personal Miry and property damage. For general gukla ce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Lens Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tama,FL 33610 Job Truss Truss Type Qty 1 Ply T9221939 10674T0 T11 Halt Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:10 2016 Page 1 ID:fvvn5TgW?edlwVPMOQyzl9ydSl5-gFKLCQV BYpmCNbG?TzfmZXH62sn?euXjg3tvN9ypyHx I 4-0-0 6-0-0 4-0-0 2-0-0 Scale=1:15.5 4x5= 2 0111=IIIIIV 3 5.00 12 11 1 i .1 .. ■ 1, ,I 6 52x4 I I 4 maws 3x4 3x4 i l 4-0-0I 6-0-0 1 4-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-1-8,0-0-14] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deil Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.14 5-9 >505 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.22 5-9 >311 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Horz(TL) 0.12 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS i Weight:23 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=228/0-5-8,3=58/Mechanical,4=170/Mechanical Max Horz 1=65(LC 12) Max Uplift 1=-46(LC 12),3=-42(LC 8),4=-43(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsh h=25ft;B=451t;L=241t;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 1,42 lb uplift at joint 3 and 43 lb uplift at joint 4. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED 911TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE MN Design valid for use only with M1ekS connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual ividual truss web and/or chord members only.Additional temporary aril permanent bracing Niel( k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East BNd. tabrlcatlon.storage,dolvery.erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria.DSB-89 and SCSI Building Component Safety INormatton avertable from truss Plate institute,218 N.Lee Street,Suite 312.Nexandria,VA 22314. Tampa.FL 33610 1 Job ITruss Truss Type °Oty Ply T9221940 10674T0 11-12 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:13 2016 Page 1 ID:1vvn5TgW?edIwVPMOQyzl9ydS15-4g0TgSy3rk8nE3?a86CTA9vX03k2r029M 16Z_UypyHu 01510 3-5-0 5.9.0I 12-1-14 18-6-12 24-11-10 31-8-0 I 0-5-0 3-0.0 2-4-0 6-4-14 6-4.14 6-4-14 i 6-8-6 1 Scale=1:55.5 NAILED NAILED NAILED 2x4 II NAILED NAILED 5.00 12 6x6 Il 4x10= NAILED 3x6- 4x5= 4x10- NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4 17 18 19 520 2122 23 24 6 25 7 26 27 8 28 29 30 8 6x8--7-• 6x6_ 12 3 p n . m nn s nr nn nrim n rnn nr Q nn nn nn rr/e� • g _. I1 I- I ii.al iia mil—ill—II •"til la—/illi. 16 31 32 i5 33 34 14 35 36 13 37 12 38 39 40 11 41 42 43 10 4x5= NAILED 4x10= NAILED NAILED 2x4 I NAILED 3x8 MT2OHS= 4x10 NAILED NAILED 4x10= NAILED NAILED 2x4 H NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-5.0I 5-9-0 } 12-1-14 18-6-12 24-11-10 31-8-0 ' 3-5-0 2-4-0 6-4-14 6-4-14 6-4-14 6-8-6 Plate Offsets(X,Y)-- 11:0-4-0,0-0-81 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.29 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.73 12-14 >517 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.14 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 j Matrix-MS Weight:329 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. REACTIONS. (lb/size) 10=2436/Mechanical,16=2460/Mechanical Max Horz 16=44(LC 25) Max Uplift 10=654(LC 5),16=-687(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-4578/1220,4-5=-4296/1165,5-6=-6895/1820,6-8=-6895/1820,8-9=-4787/1267, 9-10=-2299/699 BOT CHORD 15-16=-1084/3842,14-15=-1802/6742,12-14=-1802/6742,11-12=-1267/4787 WEBS 3-15=-115/582,4-15=-195/1249,5-15=-2722/697,5-14=0/462,6-12=-668/375, 8-12=-613/2302,8-11=-1676/679,9-11.1348/5098,3.16=-4260/1143 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=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=32fh eave=4ft;Cat. II;Exp C;End.,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)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 654 lb uplift at joint 10 and 687 lb uplift at joint 16. 11)"NAILED"indicates 3.10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:2-3=-60,3-4.60,4-9=-60,10-16=-20 Jnntimded on Daae 9 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.10/032015 BEFORE USE. Design valid for use only with Mileki)connectors.Ns design Is based only urrtsn rxxanetets shown.and is for an Yndlvideal txridl ng component.not . a truss system.Before use.the building designer must verily the applicabmty of design parameters rind properly incorporate this(Sewn Into the overall bulking design. Ltracing indicated Is to prevent buckling of IndhAdud truss web and/or chord members only.Additional temporary and permanent bracing ng MiTek• is always tegdred for stability and to prevent collapse with possUle personal k*ay and property damage. Fa general gukkrx:e regarding the fabrication,storage,delivery,erection and brackig of tr sses and truss systems.seeANSI/TPI1 Quality Crilerlo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlalbre from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty Ply T9221940 10674T0 T12 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:13 2016 Page 2 ID:fvvn5TgW?edlwV PMOOyzl9ydSl5-4g0TgSy3rk8nE3?a86CTA9vX03k2r029M 16Z__UypyHu LOAD CASE(S) Standard Concentrated Loads(Pb) Vert:4=-97(F)7=-97(F)13=-60(F)15=-60(F)18=-97(F)19=-97(F)20=-97(F)22=-97(F)23=-97(F)24=-97(F)26=-97(F)27=-97(F)28=-97(F)29=-97(F)30.97(F) 31=-205(F)32=-150(F)33=-60(F)34=-60(F)35=-60(F)36=-60(F)37=-60(F)38=-60(F)39=-60(F)40=-60(F)41=-60(F)42=-60(F)43=-60(F) 1 ) V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2016 BEFORE USE. mit Design valid for use only with Milek*"connectors.This design is based only Ul Km parameters shown.and Is for an Individual building component.not a truss system.Before use.the building designer roust verify rho apt ticabllty of design parameters and properly Incorporate this design Into the overall bullring design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent txaci ng MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general grAdance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.SeeANSI/TPII Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate institute.218 N.Lee Street.Stile 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type "Qty Ply T9221941 10674T0 T13 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:14 2016 Page 1 I D:fvvn5TgW?edlwVPMOQyzl9ydSl5-YOar2ortx;l GesDamipjijNSdET7YaVbJbgr7W xypyHt 0-10-6 3-10-8 7-9-0 15-7-8 I 23-6-0 31-8-0 i 0-10.8 3-0-0 I 3-10-8 i 7-10-8 7-10-8 8-2-0 Scale=1:56.0 7x10= 2x4 I 3x6= 4x5= 4x6= 5.00 4 15 16 5 17 6 7 18 19 8 3x6--= c m 2:6:31:14 _ 2x4 I 2 / j, 13 12 11 10 9 5x6= 4x5= 6x12= 4x6= 3x5 II 3.10-8I 7-9-0 i 15-7-8 I 23-6-0 I 31-8-0 3-10-8 3-10-8 7-10-8 7.10.8 8-2-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-41,14:0-4-4,0-2-41,[8:0-2-8,0-2-01,[9:0-2-12,0-1-81,[10:0-2-8,0-2-01,[11:0-3-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.19 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.50 11-12 >760 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.10 9 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6,6-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-6-2 oc bracing. BOT CHORD 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.3-8-10 WEBS 2x4 SP No.3 Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.3 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 9=1255/Mechanical,13=1255/Mechanical Max Horz 13=79(LC 12) Max Uplift 9=-362(LC 9),13=-323(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-2240/749,4-5=-2836/974,5-7=-2790/948,7-8=-2175/728,8-9=-1179/467 BOT CHORD 12-13=-810/1999,11-12=-734/2051,10-11=-728/2175 WEBS 4-12=0/287,4-11=-283/953,5-11=-500/297,7-11=-247/683,7-10.803/410, 8-10=-780/2332,3-13=-2201/792 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=25f1;B=45ft;L=3211;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-10-8,Interior(1)3-10-8 to 7-9-0,Exterior(2)7.9-0 to 10-11-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 362 lb uplift at joint 9 and 323 lb uplift at joint 13. 8)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1 f a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE ABI-7473 rev.1003/2015 BEFORE USE. mill Design valid for use only with MITek<y 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 irr9vdure truss web and/or chord members only.Additlorlal temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Iryuy and property damage. For general gukl<nce regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.SeeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Nexarsdrks VA22314. Tampa.FL 33610 Job ITuuss Truss Type *Qty Ply T9221942 10674T0 T14 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 0926:15 2016 Page 1 ID:fvvn5TgW?edlwVPMOQyzl9ydSl5-1 D7DF8zKNLOVUN9zGW FxGa?SgIPrJOWSpKbg3NypyHs I 1-10-8 1 9-9-0 16-5-10 22-10-11 I 29-9-0 , 31.8.0 1-10-8 7-10-8 6.8-9 6-5.1 6-10-5 ' 1-11-0 ' Scale=1:54.9 4x5= 4x5 6x6 11 4x5- 3x6= 7x10= 5.00 17 4 18 5 6 19 20 7 8 F 16 '' 2x1h16 x6= iv 7411 1 15 14 1312 11 10 9 4x5= 4x10= 3x6= 4x5= 4x5= 3x5 I I 4x5= 1-10-8 9-9-0 16.5.101 19.9.0 22-10-11 29-9-0 31-8-0 11-10-8 I 7-10-8 6-8.9 3-3-7 3-1-11 ` 6.10.5 1-11.0 Plate Offsets(X,Y)-- 17:0-4-4,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.27 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.72 14-15 >526 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.63 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 2-3:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=1255/Mechanical,9=1255/Mechanical Max Horz 15=104(LC 12) Max Uplift 15=-321(LC 12),9=-338(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2184/709,3-4=-1957/724,4-6=-2250/816,6-7=-1804/656,7-8=-577/213, 8-9=-1258/447 BOT CHORD 14-15=-769/1789,12-14=-773/2250,11-12=-613/1804,10-11=-171/504 WEBS 2-14=0/361,3-14=-1/466,4-14.485/155,6-12=-194/543,7-10=-925/411, 8-10=-397/1157,2-15=-2088/859,6-11=-730/366,7-11=-531/1567 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=32ft eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1.12 to 1-10-8,Interior(1)1-10-8 to 9-9-0,Exterior(2)9-9-0 to 31-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psi on the bottom chord in 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 beating plate capable of withstanding 321 lb uplift at joint 15 and 338 lb uplift at joint 9. 1 I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MITek¢o connectors.This design Is based only Ufxrn 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 taking design. Bracing indicated Is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent cdlapse with possible personal tidy and property damage. For general guidance regarding tlx: Bivd. East Eat fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/iPli Quality Criteria,DSB-89 and BCSI Building Component 690469 P.ParkeFEast Safety Information available from Truss Plate Institute.218 N.Lee Street,State 312.Alexandria.VA 22314. Job Truss Truss Type O Ply - - T9221943i 10674T0 1T15 Hip 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:19 2016 Page 1 ID:1vvn5TgW?edIwVPMO0yzI9ydS15-v_Nk5V0gQauxz_SkVMJt0Q9W gUgnFo62kyZuCBypyHo 6-0-4 11-9-0 19-9-0 I 27-9.0 31-8-0 i l 6-0-4 I 5.8-12 I 8-0-0 8-0-0 3-11-0 Scale=1:53.8 6x6 11 4x5= 7x10= 20 21 22 5 23 24 6 25 a 5.001x2 ■ V 4x5 7 i ie 4x5 i 19 ti 3 /E ,_'- .j V," 184x5 21 , 0 iS log il 26 27 9 8 13 12 3x4\\ 3x4\\ 11 10 2x4 I 4x10= 3x4\\ 4x5= 4x5= 3x5 II 5x6 II 3x6= 6-0-4 11-9-0 19-9-0 27-9-0 I 31-8-0 I 6-0-4 I 5-8-12 I 8-0-0 I 9.0-0 3-11-0 Plate Offsets(X,Y)-- (1:0-2-8,0-021,16:0-4-4,0.2-4),(8:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.13 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.36 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. 1-11:2x4 SP No.1 WEBS Web Brace:Length(member) 7-0-15(5-12); WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=1261/0-2-8,8=1261/Mechanical Max Horz 1=136(LC 12) Max Uplift 1=-322(LC 12),8=-340(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2360/812,3.4=-2000/738,4-5=-1798/738,5.6.1844/741,6-7=-951/373, 7-8=-1240/493 BOT CHORD 1-13=-826/2112,12-13=-826/2112,10-12=-655/1844,9-10=-290/828 WEBS 3-12=-364/195,4-12=-30/425,5-10=-527/327,6-10=-438/1239,6-9=-666/346, 7-9=-404/1159 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=32ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-0,Interior(1)3-2-0 to 11-9-0,Exterior(2)11-9.0 to 31-6-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 322 lb uplift at joint 1 and 340 lb uplift at joint 8. A WARNING•Verify design paremerers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE P411.7073 rev.1003/2015 BEFORE USE INIIII Design valid for use only with MltekI connectors.this design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the bulking designer must verify the at X l cablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of hcilvkival buss web and/or chord members only.Addlio nal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with p osstte personal IrnMry and properly damage. for general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria.DSB-69 and BCSI Building Component 6904 Parke East 61yd. Safety Information avalable from truss Mate Institute,218 N.Lee Sheet.Stile 312.Alexandla,VA 22314. Tempa.FL 33610 • Ply Truss Truss Type tY I T9221944 1067410 T16 Hip 1 1 LJob Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:19 2016 Page 1 ID:fvvnSTgW?edlwVPM0Qyzl9ydSl5-v.Nk5V0gQauxz_SkVMJt0Q9W tUgTFo32kYZuCeypyHo 7-0-1 14-0-0 20-0.0I 26-0-0 l 31-11-0 7-0-1 I 6-11-15 6.0.0 6-0-0 5-11-0 Scale=1:54.5 4x5= 6x6 1l 3x4\\ 7x10 3x4\\ 3x4\\3x4\\ 3 18 19 4 20 21 5 5.00 I * , 22 23 6 4x5 4x5 i 17 2 Gj et: e �j 16 i 1 ' 11 10 24 9 25 B 7 12 _ 5x6 II 2x4 I 4x10= 3x6 4x5= 4x5- 3x5 II 7-0-1 14-0-0l 20-0-0 I 26-0-0 i 31-11-0 I ' 7-0-1 6-11-15 6-0-0 6-0-0 5-11-0 Plate Offsets(X,Y)-- [1:0-3-0,0-0.10],[5:0-4-4,0-2-4],[7:0-2-12,0-1-8] LOADING (psf) SPACING- 2-0-0 • CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.39 11-12 >985 180 BCLL 0.0 . Rep Stress Incr YES WB 0.75 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:188 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 or 6-4-9 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-0-14(4-11); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1271/0-5-8,7=1271/Mechanical Max Horz 1=141(LC 12) Max Uplift 1=-325(LC 12),7=-342(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2486/830,2-3=-1870/699,3-4=-1654/709,4-5=-1571/673,5-6=-1168/456, 6-7=-1217/504 BOT CHORD 1-12=-842/2224,11-12=-842/2224,9-11=-552/1571,8-9=-340/1006 WEBS 2-11=-638/279,3-11=-34/392,4-9=-505/273,5-9=-303/850,5-8=-496/275, 6.8=-391/1169 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=5.0pst BCDL=5.0psf;h=25ft;B=45ft;L=32ft eave=oft Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-2-5,Interior(1)3.2-5 to 14-0-0,Exterior(2)14-0-0 to 30-6-3,Interior(1)30-6-3 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 342 lb uplift at joint 7. V WARNING-Verify 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 MMleky)connectors.This design Is txssod only upon parameters shown.and Is for an YxliNdu l building component,not a truss system.Before use.the baldrn{g designer roust verity lire applicability of design parameters and properly Incorrxxate this design into the overall bulking design. Bracing indicated is to prevent buckling or IndMdual truss web and/or chord members only. Addtlonal temporary and permanent bracing MiTek• Is always required for stabSity audio prevent collapse with possible personal Injury and property damage. For general gukkince regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/7PI1 Quality Criteria,058-89 and SCSI Building Component 6904 Parke East Blvd. . Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexce drIa.VA 22314. Tampa.FL 33610 1Job Truss Truss Type Qty Ply T9221945 10674T0 T17 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:20 2016 Page 1 ID:fvvn5TgW?edIwVPMOQyzl9ydSl5-NAx61r1SBtOoa81w34g6zeitGuBs CsBzcJRkaypyHn 8-0-1 16-0-0 24.0.0 31-11-0 8-0-1 I 7-11-15 8-0-0 7-11-0 Scale=1:55.3 5.00 12 7x10= 7x10= Job Truss Truss Type rQty Ply T9221946 10674T0 T18 Hip i 1 1 'Job Reference(optional)_ Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:21 2016 Page 1 ID:Ivvn5TgW?edIWVPMOQyzl9ydSl5-rNVVW B24yB8eClc7cnLLVrFxhIW ujgsLCG2_Gi ypyHm 5-8-1 11-4-1I 17-0-0 I 23-0-0 27-3-12 31-11-0 I 5.8.1 5-7-15 5-7-15 6.0.0 4-3-12 4-7-4 Scale=1:55,4 6x6 tt 7x10 5.00 12 4 19 20 21 5 1 y 4x5 6x6"- 6 16 22 3100:0800000000000 4x5 i+ 7 I 2x4iNIN ::' 2 17 •- (4)ab 1 . '' 'il re' El .4/- • ae z 13 1211 23 10 9 8 455= 3x6= = 4x5= 4x5= 3x5 I I 5x6 I', 4x10 8-6-1 17-0-0 23-0-0I 27-3-12 31-11-0 8-6-1 I 8-5.15 6.0.0 4-3-12 4-7.4 Plate Offsets(X,Y)-- [1:0-3-0,0-0-10),[5:0-4-4,0-2-41,[8:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.15 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.46 11-13 >821 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.09 8 Na n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1271/0-5-8,8=1271/Mechanical Max Horz 1=141(LC 12) Max Uplift 1=-325(LC 12),8=-342(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2493/807,2-3=-2277/758,3-4=-1570/627,4-5=-1383/635,5-6=-1258/544, 6-7=-999/383,7-8=-1231/485 BOT CHORD 1-13=-823/2233,11-13=-704/1899,10-11=-356/1108,9-10=-305/882 WEBS 3-13=-37/423,3-11=-667/306,4-11=-14/320,5-11=-173/508,6-10=-91/408, 6-9=-657/311,7-9=-398/1148 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=451t;L=32f1;eave=4f1;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 17-0-0,Exterior(2)17-0-0 to 27-5-8,Interior(1)27-5-8 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 342 lb uplift at • joint 8. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.7473 rev.10/0312015 BEFORE USE. imill Design valid for use only with Mllek5?connectors.INs design is based only upon parameters shown,and Is for an individual building cornrxrnent,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall twldng design. &acing indicated Is to prevent buckling of IndMdulal 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 gukianco regarding the fabrication.storage.delivery•erection and bracing of trusses and taus systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rale Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job !Truss Truss Type ;'City Ply T9221947 10674T0 IT19 ROOF TRUSS 1 1 1Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:22 2016 Page 1 ID:fvvn5TgW 7edIwVPM00yz19ydS15-JZ3V3pVGVgRBJAUta23n5Cig0S6XUOwoYoTypyH1 5-10-0 11.11-8l 16-5-6 19-0-0 I 26-1-0 I 31-11-0 5-10-0 6-1-8 4-5-14 2-6-10 7-1-0 5-10-0 Scale=1:59.0 2x4 3x6= 3.6= 7 6 9 2x4:z. �� -� 3x4= g 4x5 2x4 I 22 - 2310 5 4 _. -. �:: 24 3x6..-:- 4x5 5.00 12 11 y 4x5-r.-- 3t, 5x8= 74.` ta6b 2 21 Th 1 Ell am a 16 15 14 13 12 5x6 II 2x4 II 8x10= 8x10= 4x10= 3x5 I I 5-10-0 11.11-8I 19-0-0 121-0-0 I 26-1-0 I 31-11-0 5-10-0 6-1-8 7-0-8 2-0-0 5-1-0 5-10-0 Plate Offsets(X,Y)-- 11:0-2-12,0.1-21,17:0-3-0,0-2-41,(9:0-3-0,0-2-41,(15:0-3-8,Edflel,117:0-2-0,0-2-21 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.20 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.48 15-16 >790 180 BCLL OM ' Rep Stress Incr YES I WB 0.89 Horz(TL) 0.09 12 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 I Matrix-MS Attic -0.06 14-15 1507 360 Weight:213 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins, BOT CHORD 2x4 SP No.1'Except` except end verticals. 14-15:2x10 SP No.2 BOT CHORD Rigid ceiling directly applied or 7.4-10 oc bracing. WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 13-17 5-17:2x4 SP No.2 2 Rows at 1/3 pts 5-17 WEDGE JOINTS 1 Brace at Jt(s):17 Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1312/0.5-8,12=1312/Mechanical Max Horz 1=142(LC 11) Max Uplift 1=-300(LC 12),12=-318(LC 12) Max Gray 1=1433(LC 18),12=1408(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2888/716,2-4=-2500/612,4-5=-2187/613,5-6=-296/200,6-7=-233/313, 7-8=-215/283,8-9=-223/260,9-10=-316/293,10-11=-1302/397,11-12=-1351/447 BOT CHORD 1-16=-725/2691,15-16=-725/2691,14-15=-552/2336,13-14=-552/2329 WEBS 4-15=-12/550,14-17=0/489,8-17=-420/174,5-17=-2263/496,6-17=-311/254, 2-15=-485/221,10-13=-63/499,11-13=-354/1360,13.17=-1603/339,10-17—1290/444 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsl;h=25ft;B=45ft;L=32ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3.2-5 to 19-0-0,Exterior(2)19-0-0 to 21-0-0,Interior(1)25-6-3 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.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)Ceiling dead load(5.0 psi)on member(s).4-5,5-17 7)Bottom chord live load(40.0 psi)and additional bottom chord dead load(0.0 psi)applied only to room.14-15 8) Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 1 and 318 lb uplift at joint 12. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 4 1 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/f-7473 rev.10103/201S BEFORE USE. mil• Design valid for use only with MIIekTv connectors.This design Is based only upon parameters shown.and Is for on individual balding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate tis 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 M Mak' is always required for stability and to prevent cock se with possible personal Injury and property damage. For general guidance regarding the E Parke ast Blvd. tabk;atlon,storage.delivery.erects n and bracing of trusses and truss systems,see.ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6 6T9 4 P.FtEast 0 Safety Information avalabte from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. 1 Job Truss Truss Type °Oty Ply 19221948 10674T0 iT20 ROOF TRUSS 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:23 2016 Page 1 ID:Iwn5TgW?ed1wV PMOQyzl9ydS15-olcFxt4LUoOMRbmVkCOpaGKGx5AdBYRefaXSLvypyHk 5-10-1 16.6-10 19-9-8 q2.8 26-1-0 31-11-0 I l 5-10-1 5-10-0 6x6 II Scale=1:57.2 7 2x4 3x4= 6 21 4x5 2x4 I 20 8 5 �� 22 3x6 4 6a = 114%.0„,.. 4x5 5.00112 3 9 - 4x5 ts 6x8= 2 1 loo 19 _ 14 13 12 11 10 5x6 II 2x4 H 8x10= 8x10= 4x10= 3x5 II I 5-10-1 19-9-8 2q 8 26-1-0 l 31-11-0 l 5-10-1 13.11.7 0-5-'0 5.10.8 5-10-0 Plate Offsets(X,Y)-- 11:0-2-12,0-1-2],(13:0-3-8,Edge] ___ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.19 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.47 13-14 >803 180 BCLL 0.0 * Rep Stress lncr YES WB 0.91 Horz(TL) 0.09 10 rVa rVa BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Attic -0.06 12-13 1601 360 Weight:214 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, BOT CHORD 2x4 SP No.1 `Except* except end verticals. 12-13:2x10 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-4 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 11-15 5-15:2x4 SP No.2 2 Rows at 1/3 pts 5-15 WEDGE JOINTS 1 Brace at Jt(s):15 Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1312/0-5-8,10=1312/Mechanical Max Horz 1=150(LC 11) Max Uplift 1=-300(LC 12),10=-318(LC 12) Max Gray 1=1429(LC 18),10=1408(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2879/701,2-4=-2495/593,4-5=-2188/589,5-6=-266/178,6-7=-188/385, 7.8=-262/365,8-9=-1304/385,9-10=-1352/434 BOT CHORD 1-14=-699/2688,13-14=-699/2688,12-13=-525/2336,11-12=-525/2328 WEBS 8-11=-64/507,4-13=-13/552,12-15=0/488,7-15=-410/160,9.11=-338/1365, 2-13=-484/222,6-15=-303/248,5-15=-2279/492,11-15=-1604/316,8-15=-1321/454 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=32ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 20-0-0,Exterior(2)20-0.0 to 24-6-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Ceiling dead load(5.0 psf)on member(s).4-5,5-15 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.12-13 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 1 and 318 lb uplift at Joint 10. 9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. mi• Design valid for use only with MitokN connectors.This design Is based oNy upon parameters shown.and Is tot an indivkkral building component.not a truss system.Before use,the building designer must verify the applicdNlty of design pararneters and properly Wscotpxrate this design into the overall /riding design. Bracing indicated Is to prevent buckling of individual tnrss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal inkay and property damage. lot general grldkxsce regarding the East Blvd. fabrication,storage,delivery, nd erection aiNacing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 690469 P.ParkeFL East Safety Information avalabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexa drkl.VA 22314. Job Truss Truss Type Oty Ply T9221949 10674T0 T21 ROOF TRUSS 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:24 2016 Page 1 ID:fwn5TgW?edlwV PMOOyzl9ydS15-GyAd8D4zF6XD31LhIw27UsOYV W yw?gnuEHetMypyHj 5-10-0 18.0.0 22-0-0 26-1-0 31-11-0 I5.10.0 I 12.2.0 4-0.0 4-1.0 I 5-10-0 Scale=1:55.2 7x10= 2x4 II 3x6= 5.00 rw 6 23 7 8 3x4 c 111;\ �, 4x5 2x4 II 9 24 � 3x6 5 22 .� 25 3 - 4x5 t1 17 10 Y 2x4 I I 4x5% 6x8= ., 2 14 0. 21 ab 1 e a ii $ e �_� 15 14 13 12 11 5x6 II 2x4 I I 8x10= 8x10= 4x10= 3x5 I I 5.10-0I 18.0.0 22-0-0 26-1-0 31-11-0 l 5-10-0 12-2-0 I 4-0-0 4-1-0 I 5-10-0 Plate Offsets(X,Y)-- 11:0-2-12,0-1-21,[6:0-4-4,0-2-41,18:0-3-0,0-2-41,111:0.2-12,0-1-81,[14:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.60 Verl(LL) -0.21 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Verl(TL) -0.52 14-15 >740 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.90 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Attic 0.08 13-14 1195 360 Weight:214 lb FT=20% _ (— LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 13-14:2x10 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 12-16 5-16:2x4 SP No.2 2 Rows at 1/3 pts 5-16 WEDGE JOINTS 1 Brace at Jt(s):16 Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1312/0-5-8,11=1312/Mechanical Max Horz 1=141(LC 12) Max Uplift 1=-300(LC 12),11=-318(LC 12) Max Gray 1=1436(LC 18),11=1408(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.2896/730,2-4=-2509/646,4-5=-2203/652,5-6=-399/136,6-7=-274/271, 7-8=-280/251,8-9=-367/271,9-10=-1302/409,10-11=-1350/459 BOT CHORD 1-15=-745/2690,14-15.745/2690,13-14.588/2343,12-13_587/2324 WEBS 13-16=0/494,7-16=-351/180,4-14=-2/533,2-14=-472/215,10-12=-369/1360, 9-12=-48/487,5-17=-2256/628,16-17=-2251/629,6-16=-440/182,12-16=-1600/373, 9-16=-1308/465 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=4511;L=32ft;eave-41t;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 18-0-0,Exterior(2)18-0-0 to 22-0-0,Interior(1)26-6-3 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).4-5,5-17,16-17 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 1 and 318 lb uplift at joint 11, 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1005/2015 BEFORE USE m• Design valid for use only with Mlleki.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 ap licabtity of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web add/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal t*ry and property damage. I or general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria,058-89 and BCS(Building Component 6904 Parke East Bird. Solely InformatIon available from Truss Plate Institute,218 N.lee Street.Suite 312.Alexa cklO,VA 22314. Tanga,FL 33610 , Job Truss Truss Type ''Qty Ply - - T9221950. 1067410 T22 ROOF TRUSS 1 1 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:25 2016 Page 1 I D:1vvn5TgW?edlwV PMOQyzl9ydS15-k8k?MZSb00f4hvwurd0HghPbJvsBfTVw6u0CPoypyHi 16.0.0 24-0-0 26-1-0 31-11-0 I 5-10x-14 I 10-1-2 l 8-0-0 2-1-0 i 5-10-0 Scale=1:55.2 5.00 12 7x10 2x4 II 3x6= 3x4= 6 23 7 24 8 4x5 2x4 II �m 9 3x6 i .� 25 `� �� 25 3 _, - 4x5 c1 17 10 2x4 II 4x5 5x9= : 2 r If. 21 c b I1 1'a -. Ve-_ 7 e b " 15 14 13 12 11 5x6 II 2x4 I 8x10= 8x10= 4x10= 3x5 .1 5-10-14 16-0-0 24-0-0 , 26-1-0l 31-11-0 l 5-10-14 1 10-1.2 8-0.0 ' 2-1.0 5-10-0 Plate Offsets(X,Y)-- [1:0-2-12,0.1-2L[6:0-4-0,0-2-4],[8:0-3-0,0-2-4],[11:0.2-12,0-1-8],[14:0-3.8,Edgel,[16:0-4-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.25 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.56 14-15 >682 180 BCLL 0.0 * Rep Stress Incl YES WB 0.88 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Attic -0.11 13-14 894 360 Weight:212 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, BOT CHORD 2x4 SP No.1*Except* except end verticals. 13-14:2x10 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-4 oc bracing. WEBS 2x4 SP No.3*Except WEBS 1 Row at midpt 12-16 5-16:2x4 SP No.2 JOINTS 1 Brace at Jt(s):17 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1312/0-5-8,11=1312/Mechanical Max Horz 1=141(LC 12) Max Uplift 1=-300(LC 12),11=-318(LC 12) Max Gray 1=1441(LC 18),11=1408(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2911/747,2-4=-2503/666,4-5=-2198/669,5-6=-526/195,6-7=-389/220, 7-8=-400/163,8-9=-465/153,9-10=-1301/420,10-11=-1349/470 BOT CHORD 1-15=-773/2692,14-15=-773/2692,13-14=-602/2319,12-13=-598/2305 WEBS 10-12=-371/1359,4-14=-13/534,2-14=-499/219,13-16=0/500,7-16=-375/211, 5-17=-2062/579,16-17=-2053/580,6-16=-488/192,9-12.0/411,12-16=-1548/372, 9-16=-1268/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25f1;B=45tt;L=321t;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3.2-5,Interior(1)3-2-5 to 16-0-0,Exterior(2)16-0-0 to 28-6-3,Interior(1)28-6-3 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).4-5,5-17,16-17 7)Bottom chord live load(40.0 pst)and additional bottom chord dead load(0.0 psf)applied only to room.13-14 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 1 and 318 lb uplift at joint 11. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. NT 1 , a WARNING-Verify design param.tera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milekv connectors.Ides design is based only upon parameters shown.and Is for an Indigdu l building component,not a truss system.Before me.the building designer must verify the applicability of design',ammeters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of IndNkdual truss web and/or chord members only. Additional temporary and permanent bracing M ITek" Is always required(or stabltty and to prevent collapse with possible personal Injury and property damage. For general guWance regarding the East BNd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria. 6904t DSB-89 and SCSI Building Componanl 6904 P.Parke 33610t B Safely Information evadable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 71314. _-- Job Truss Truss Type Oly Ply T9221951 '10674TO T23 ROOF TRUSS 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:26 2016 Page 1 ID:fwn5TgW?edlwVPMOOyzI9ydSl5-CKI OZu6Dnjnx13V4PKxW Cvyh2JA5Nv'34LYmixEypyHh 14-0-0 26-0-0 31-11-0 I 5-10-0 I 8-2-0 I 12.0-0 I 5-11-0 5-10-0 Scale=1:54.5 3x4= 5x12 2x4 I 7x10:-- 2x4 2x4 II 4 5 21 22 6 23 24 7 5.00 12 3 � • 4x5- 25 26 4x5 � � 11118 15 14 8 2x4 I! 4x5 `^ 2 • 19 ✓ oS 1 • 11 27 13 12 10 9 6x6= 2x4 I I 8x10= 8x12 MT2OHS= 4x5= 3x5 II 5-10-0 14-0-0 I 26-0-0 I 31-11-0 5-10-0 I 8-2.0 12-0-0 5-11-0 Plate Offsets(X,Y)-- 11:0-0-6,0-3-01,[5:0-5-12,0-2-01,[7:0-4-4,0-2-41,19:0.212,0-1.81,[11:0-5-8,Edge),112:0-3-8,EdgeL 114:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.50 12-13 >759 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.22 12-13 >313 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Attic 0.25 11-12 383 360 Weight_204 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, BOT CHORD 2x4 SP No.1 'Except' except end verticals. 11-12:2x10 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-14 7-10,6-11:2x4 SP No.1,4-14:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1312/0-5-8,9=1312/Mechanical Max Horz 1=141(LC 12) Max Uplift 1=-300(LC 12),9=-317(LC 12) Max Gray 1=1479(LC 18),9=1486(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3051/791,2-3=-2499/640,3-4=-2226/655,4-5=1050/369,5-6=1627/474, 6-7=-2178/666,7-8=-13884422,8-9=-1415/471 BOT CHORD 1-13=-816/2809,12-13=-816/2809,11-12=-570/2283,10-11=-307/1210 • WEBS 2-13=0/252,7-10=-721/294,8-10=-349/1413,11-14=-450/235,6-14=-473/273, 7-11=340/1423,3-12=0/463,2-12=-654/269,4-15=-1280/363,14-15=-1261/367, 5-14=174/720 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsh BCDL=5.0psf;h=2511 B=45ft;L=32ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 14-0-0,Exterior(2)14-0-0 to 30-6-3,Interior(1)30-6-3 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Ceiling dead load(5.0 psf)on member(s).3.4,4-15,14-15 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.11-12 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 1 and 317 lb uplift at joint 9. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 1 V WARNING•Verily design pamme1ers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I.7473 rev.10/03/2015 BEFORE USE. imig Design valid for use only with Mleke connectors.This design is based only upon parameters shown,and Is for an individual holding component,not a truss system.Before use,the bidding designer must verify the applicability of okrslgr parameters and properly incorrxxato 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 MiTe k• Is always required for stability and to prevent collapse with possible personal Injury and property danage. For general guklance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaliable horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 MEM IJob Truss Truss Type °Qty Ply 79221952 10674T0 T24 Hip 1 1 .Job ReferenceLoptional) Building Component Supply, Jacksonville,F132256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:27 2016 Page 1 ID:ivvn57gW?edI WVPMO0yz19ydS15-gXsmnE7rY1 vowD3Gz2S116Ut2jYh6PxDaCVJUgypyHg 6-0-1 12 0 020-0.0 I 28-0-0 i 31-11-0 6-0-1 l 5-11-15 8-0-0 8-0-0 3-11-0 Scale=1:54.2 6x6 ,i 4x5= 7x10 3x4\\ 3x4\\ 3x4\\ 3x4\\ 3x4 3 18 19 20 4 21 22 5 23 5,0012 4x5 4x5% 17 Z 2 Y n :'i Q • 16 *J dh 1 �� '� • Lel - a 12 11 10 24 9 8 7 2x4 I', 4x10= 3x6 4x5= 4x5_ 3x5 II 5x6 Il I 6-0-1 12-0-0 20-0-0 28-0-0 l 31-11-0 1 6-0-1 5-11.15 I 8-0-0 I 8-0-0 3-11-0 Plate Offsets(X,Y)-- 11:0-3-0,0-0-6),(5:0-4-4,0-2-41,17:0-2-12,0-1-81 LOADING (psi) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.14 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.37 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:184 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 or 6-3-6 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 7-0.15(4-11); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1271/0-5-8,7=1271/Mechanical Max Horz 1=141(LC 12) Max Uplift 1=-325(LC 12),7=-342(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2494/851,2-3=-2045/750,3-4=-1834/752,4-5=-1867/749,5-6=-959/376, 6-7=-1250/497 BOT CHORD 1-12=-869/2235,11-12=-869/2235,9-11=-662/1867,8-9=-292/835 WEBS 2-11=-454/226,3-11=-32/438,4-9=-537/330,5-9=-444/1257,5-8=-673/349, 6-8=-408/1169 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=5.0psh h=25ft;B=45it L=3211;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0.0 to 3-2-5,Interior(1)3-2-5 to 12-0-0,Exterior(2)12-0-0 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 342 lb uplift at joint 7. A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. - Design wild los use only with Mi lekm connectors.Ns design is based only upon parcnreters shown,and is for an Individual building component,not a truss system.Before use,the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always rerwired for stability and to prevent collapse with possible personal Y1kdy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Bed. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty Ply T9221953 10674T0 T25 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:28 2016 Page 1 ID:Ivvn5TgW?edlwVPMOOyzl9ydSl5-8j08_a7TJL1 fYMeTWIz_HK16K6sgrt4NpsFs07ypyHf 7-0-0 , 10.0.0 16-8-9 23-3-7 30-0-0 31-11-0 7-0-0 3-0-0 1 6-8-10 6-6-14 6-8-9 1-11-0 Scale=1:54.1 4x5 6x6 ll4x10= 3x6=2x4 II 7x10= 3 20 21 4 22 5 6 2324 7 8 5.005T @� c gr 2x4 O 2 19 q a IL •" 18 v VVV i 101 7' .� .7.- 14 13 12 11 10 9 4x10= 3x6= 4x10= 4x5= 3x5 II 5x6 II 2x4 II I 10.0-0 1 16-8-9 23-3-7 30-0-0 1 31-11-0 1 10-0-0 6-8-10 6-6-14 6.8.9 1-11-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-141,17:0-4-4,0-2-41,19:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.19 14-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.51 14-17 >747 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.70 Horz(TL) 0.11 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc puliins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=1271/0-5-8,9=1271/Mechanical Max Horz 1=141(LC 12) Max Uplift 1=-325(LC 12),9=-342(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2.2427/867,2-3=-2181/793,3-4=-1995/766,4-6=-1832/687,6-7=-1832/687, 7-8.585/222,8-9=-1275/467 BOT CHORD 1-14=-876/2166,12-14=-820/2312,11-12=-820/2312,10-11=-180/511 WEBS 2-14=-264/218,3-14=-128/560,4-14=-498/159,4-11=-584/224,6-11=-419/262, 7-11=-557/1592,7-10=-937/430,8-10=-419/1173 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=25th B=45ft;L=32ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3-2-5 to 10-0-0,Exterior(2)10-0-0 to 31-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 325 lb uplift at joint 1 and 342 lb uplift at joint 9. , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10.031201S BEFORE USE. le. Design valid for use only with MI Iekr)connectors.this design Is based only upon parameters shown,and is to an individual building component,not a truss system.Before use,the building designer roust verity the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Miiek• is always required for stability and to prevent cdlapse with possible personal injury and property damage. For general guidance regarding the ndrBid. East Eat fabricators storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria.DSB-89 and SCSI Baldry Component 690469 P.ParkeFEast Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job Truss Truss Type Qty Ply 19221954 10674T0 T26 Half Hip 1 1 i _Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:28 2016 Page 1 ID:fvvn5TgW?edIwVPMOQyzI9ydS15-8jQ8_a7TJ L 1 fYMeTW Iz_HK14F6uprpxNpsFs07ypyHf I 8-0-0 1 16-0-4 8.0-4 i 27.10-82 I 31-11-0-10-12 I 8-0-0 8-0-4 Scale=1:54.0 7x10= 2x4 I', 3x6= 4x5= 4x6= 5.00 2 15 3 164 5 17 18 6 �4\\ 14 -• 10 9 8 7 2x4 11 7x10= 4x6= 3x5 II 5x6 11 8-0-0 16-0-4 23-10-12 31-11-0 1 8-0-0 8-0-4 { 7-10-8 I 8-0-4 Plate Offsets(X,Y)-- [1:0-2-8,0-1-61,[2:0-4-4,0-2-41,[6:0.2-8,0-2-01,I7:0-2-12,0-1-81,[8:0-2-8,0-2-01,[9:0-4-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.18 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.49 9-10 >773 180 BCLL 0.0 * Rep Stress Inch YES WB 0.90 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:163 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purlins, 1-2:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-3-8(6-8); OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 7=1271/Mechanical,1=1271/0-5-8 Max Horz 1=137(LC 12) Max Uplift 7=-365(LC 9),1=-325(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2421/817,2-3.2879/996,3-5=-2887/1001,5-6=-2183/740,6-7=-1198/476 BOT CHORD 1-10=-822/2147,9-10=-820/2153,8-9=-740/2183 WEBS 2-10=0/303,2-9=-243/798,3-9=-499/302,5-9=-298/775,5-8=-823/423,6-8=-797/2352 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=32ft;eave=01;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-2-5,Interior(1)3.2-5 to 8-0-0,Exterior(2)8-0-0 to 12-6-3 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 365 lb uplift at joint 7 and 325 lb uplift at joint 1. • • • WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. idt Design valid for use only with MIIelt®connectors.This design k bossed only upon parameters shown.and Is for an indMdual building component.not a truss system.Before use,the priding designer must verify the applicability of design pxaarneters and properly incorporate this design Into the overall bsldng 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 wtth possible person l Mirky and property damage. I or general guklaxx;e regarding the Parke EastBlvd. fabrication,storage.delivery,erectkrn and bracing of tns6904 ses and tr ss systems.seoANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component33610 Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. 69 04 P. ' aty Ply' Job Truss Truss Type I T9221955 10674T0 T27 Half Hip Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:30 2016 Page 1 I D:fvvn5Tg W?edlwV PMOQyzl9yd SI5-45XuPG9kryH NngoreAOS N I6OdwaGJ t2IGAkz4?ypyHd 6-0-0 12-6-10 18-11-8 25-4-6l 31-11-0 &-0.0 6.6-10 I 6-4-14 6-4-14 6-6-10 Scale=1:54.2 NAILED NAILED NAILED 4x10_ NAILED NAILED 7x10 5.00 12 — NAILED NAILED 2x4 I INAILED NAILED NAILED 3x6= 2x4 I.NAILED NAILED NAILED NAILED 4x10= 2 17 18 19 203 21 22 23 424 5 25 26 627 28 29 30 31 7 *,iI Ir I I II_ I t..= I II .o-?n Jr I Ili Y 1 ', �' IIll nn WM nr irlml n1 * nn nn nn 'i nn 1n rn sC 6 S. 11 32 33 13 34 35 3612 37 11 38 10 39 40 41 9 42 43 44 45 2x48I 5x6 H I NAILED NAILED 2x4 I NAILED NAILED 4x10= 3x8 MT2OHS= 2x4 H NAILED NAILED 4x10= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED I 6-0-0 12-6.10 l 18-11-8 25-4-6 I 6-4-14 31-11-0 6-0-0 6-6-10 6.4-14 6610 Plate Offsets(X,Y)-- (1:0-3-0,0.0-61,[2:0-4-0,0-2-41,[8:0-2-0,0-1-01,[9:0-2-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.28 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.71 10-12 >538 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:310 lb_FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=2618/Mechanical,1=2510/0-5-8 Max Horz 1=103(LC 8) Max Uplift 8=-698(LC 5),1_720(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4929/1339,2-3=-7072/1910,3-4=-7072/1910,4-6=-4844/1286,6-7=-4844/1286, 7-8=-2435/756 BOT CHORD 1-13=-1271/4473,12-13=-1268/4488,10-12=-1890/7082,9-10=-1890/7082 WEBS 2-13=0/414,2-12=-710/2812,3-12.768/439,4-10=0/469,4-9=-2444/663,6-9=-757/458, 7-9=-1370/5168 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=5.0psf;h=25ft;B=45ft;L=32ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 698 lb uplift at joint 8 and 720 lb uplift at joint 1. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard Continued on nane 2 0 WARNING-Verify design paramebrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7073 rev.10/0312015 BEFORE USE. Design valid fa use only with Mllek'tl connectors.Ihis design Is trued°nly upon parameters shown,` rid Is for cn hdlvldu l talking component,not a buss systorn.Before use.the b lking designer must verity lire oppllcablity of design fxmramolers and properly Incorporate Ihls design Into the overall 1111 briding design. Bracing Indicated Is to prevent buckling of IndMdual Muss web and/or chord members only.Addltiond temporary and permanent tracing MiTek* is always required for stability and lo prevent collapse with possible personal k*ay and property darnage. For general guidance regarding the Blvd. East Eat e fabrication.fabrication.storage,delivery,erection and tracing of trusses and truss systems.seeANSI/TP11 Quality Criteria.DSB-89 and BCSI BuldIng Component 690469 P.Parke Eas Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312./JexarWrlo.VA 22314. ___ __l Job Truss Truss Type 'Qty Ply T9221955 10674T0 1727 Half Hip Girder 1 2 ,Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:30 2016 Page 2 ID:twn5TgW?edlwV PMOQyzI9ydS15.45XuPG9kryHNngoreAOSN16OdwaGJi2fGAkz4?ypyHd LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-7=-60,8-14=-20 Concentrated Loads(Ib) Vert:2=-97(B)5=-97(B)11=-60(B)13=-60(B)18=-97(B)19=-97(B)20=-97(B)21=-97(B)22=-97(B)23=-97(B)25=-97(B)26=-97(B)28=-97(B)29=-97(B)30=-97(B) 31=-100(B)32=-228(B)33=-150(B)34=-60(B)35=-60(B)36=-60(B)37=-60(B)38=-60(B)39=-60(B)40=-60(B)41.60(8)42=-60(B)43=-60(B)44=-60(B) 45=-61(B) A WARNING•Verify design paramours and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 515-7473 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 biking designer must verify the applicability of design Lxrarrreters and properly Won rotate the design into the overall buldrlg design. Bracing Indicated Is to prevent buckling of IndMdual buss web and/or chord members only.Additional temporary and permanent ent bracing MiTek Is always required for stability and to prevent collapse w th possible personal Injury and properly damage. For general gukta ce regarding the e East Blvd.fabrication,storage,delivery,erection and bracing at trusses and truss systems.seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 690469 P.Parke FEas10 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandrb,VA 22314. h. !Job Truss Truss Type .______,Qty Ply T9221956 10674T0 T28 Half Hip Girder 1 1 !Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:31 2016 Page 1 ID:fvvn5TgW?edIwVPM00yz19ydS15-Z15HccAMcGPEPgN2CtXhvyfiXK3g2N7pVqT W dSypyHc 6-0-0 2.00 I 4-0-0 i Scale=1:12.5 Special 4x10= NAILED 2x4 II 5.00 TIF 2 11 3 I I I I 1 % .-- I1 I1 __ 6 12 3x4= 52x4 I NAILED Special 3x4= 2x4 I 1 2-0-0 i 6-0-0- I 2-0-0 Plate Offsets(X,Y)-- [1:0-1-8.0-1-14],[2:0-6-8.0-2.0) LOADING (psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.29 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:28 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. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 1=251/0-5-8,4=248/Mechanical Max Horz 1=31(LC 8) Max Uplift 1=-82(LC 8),4=-113(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-338/125 BOT CHORD 1-5=-120/291,4-5=-119/301 WEBS 2-4=-314/124 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsl;h=25ft;B=45fh L=24ft;eave=4th Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 1 and 113 lb uplift at joint 4. 7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)7 lb down and 85 lb up at 2-0-0 on top chord,and 32 lb down and 36 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=-60,4-7=-20 Concentrated Loads(Ib) Vert:5=-32(F)12=-16(F) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MB-7473 rev.lO09/201S BEFORE USE " Design valid for use only with Milekp connectors-this design Is I xlsed only upon parameters shown,and is for an Individual holding component.not a truss system.Before use.the holding designer must verify the apt Alcablity of design txxorneters and properly kicortxra10 this design Into the overall baking design. Bracing Indicated is to prevent buckling or IrxiM dual buss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stablity and to prevent collapse with possible personal hluy and property damage. For general guidance regarding the East Bard. fabrication.storage,delivery,erection and bracing of trusses and Creeds'.truss systems,seeANSI/fPtI Quality Creeds'.DSB-89 and BCS!Building Component 6904 Parke 33610 Safety Information available horn Truss Plate institute,218 N.Lee Street.Suite 312.Nexandrla.VA 22314. Tampa. • Job Truss Truss Type 'Oty Ply - T9221957 1067410 T29 Roof Special I 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:31 2016 Page 1 ID:fwn5TgW?edIwVPM0Oyz19ydS15-215HccAMcGPEPgN2CtXhvyfmZK6Y20gpVgTWdSypyHc 1-7-2 19q 1-7-2 �1.1 Scale=1:9.7 1 2x4 II 2 I • Y 4 X ' \-1 ./ — 3 4 2x4 II 0-10-8 1-9-0 0-10-8 0-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-0 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=64/Mechanical,2=46/Mechanical,3=18/Mechanical Max Uplift 4=-27(LC 8),2=-32(LC 8) Max Gray 4=64(LC 1),2=46(LC 1),3=31(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst BCDL=5.0ps1;h=25ft;B=45it L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 4 and 32 lb uplift at joint 2. / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1W03/2015 BEFORE USE. IS Design valid for use only with Ivillekba connectors.11*design Is based only upon parameters shown.and Is for an inclivid al building component,not a taus system.Before use,the bulking designer must verify the appllcabillty of design ixeameters and properly Incorporate this design Into the overall briding design. Bracing Indicated Is to prevent buckling of In dMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• 111 is always req..ked for stability and to prevent collapse with possble personal injuryanury and property damage. For general guidce regarding the barbarian.storage,delivery,erection and bracing of trusses and truss systems.seoANSI/lPI l Quality Crlterpa,DSB-89 and BCSI Building Component Tampa, 33610 Safely Information arvcSabie from truss Plate Institute.218 N.Lee Street,S 6904 Parke East Blvd. Suite 312.Alexandria,VA 22314. --- ___ ___ -___ • Job Truss Truss Type Oty Ply 19221958 1067410 130 Half Hip Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:32 2016 Page 1 ID:lvvn5TgW?edIwVPMOQyzl9ydSl5-1UttgyA MZX50_yEIb2wSACtHkNLnrRyjUD49uypyHb 1-5-85.5.8 I 1.5-8 4-0.0 Scale=1:19.1 3.00 R 4x5= NAILED 2x4 II 2 6 3 2x' IIPI.■ ■ r rrahhhibb„ 7 8 3x4— 4 NAILED 5 3x4= 1-5-8 5-5-8 1-5-8 I 4-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.11 4-5 >580 180 BCLL 0.0 " i Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=208/Mechanical,5=209/Mechanical Max Horz 5=15(LC 4) Max Uplift 4=-108(LC 4),5=-92(LC 4) 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=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave—oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 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 108 lb uplift at joint 4 and 92 lb uplift at joint 5. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4 lb down and 103 lb up at 1-5-8 on top chord,and 2 lb down and 25 lb up at 1-7-10 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(pif) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:7=-2(F)8=-1(F) • 4 0 WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. , Design wild for use only with MllekS connectors.This design is based only upon parameters stows.and Is for an hdlvkkai building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly hcorporate this design into 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 Parke Eaast Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria,OSB-89 and SCSI Building Component 690469 P.Parke E610 L Sdey Information a vclable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandda,VA 22314. 4 Job Truss Truss Type `Qty Ply 79221959 10674T0 T31 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:32 2016 Page 1 ID:fwn5TgW?edlwVPMOQyzl9ydSI5-1 UffgyA_MZX50_yEIb2wSACvzkNtnr7yjUD49uypyHb 3-5-8 5.5.8 3-5-8 2-0-0 Scale=1:21.3 3.00 12 4x5= 2x4 '1 6 2 3 2x4 II 3x4= 5 3x4= 3-5-8 5-5-8 3-5-8 2-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.11 4-5 >580 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2O14/TPI2007 Matrix-MS Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=207/Mechanical,5=207/Mechanical Max Horz 5=37(LC 8) Max Uplift 4=-96(LC 8),5=-49(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=l Olmph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24th eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 3-1-12,Interior(1)3-1-12 to 3-5-8,Exterior(2)3-5.8 to 5-3.12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 lb uplift at joint 4 and 49 lb uplift at joint 5. • • V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIr-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Wei&S connectors.his design Is based only ui>Un rxscxneters shown.and is for an Individual building component,not a truss system.Before use,the ba ldng designer must verify the applicability of design rxxarneters and properly incorporate this design Into the overall MiTek* 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 East Blvd. an ksbricatkm.storage.delivery.erection and trading of trusses and 6904 truss systems.seeANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa,Parke 33610 Safety Information avdlable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexdrla.VA 22314. -____ —_ ___ _____ a Job 'Truss Truss Type Qty Ply 79221960 10674T0 T32 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:33 2016 Page 1 ID:fwnsTgW?edlwV PMOQyzl9ydSl5-VgD11 I Bc7tfxe8XQJIZ9Nkx67aeW 6E6y8ydhKypyHa 17-4-8 22-10-0 5-5-8 11-5-0 I 5-11-8 l 5-5-8 5-5-8 5-11-8 Scale=1:38.8 NAILED NAILED NAILED 3.00 12 7x10= 2x4 I I 7x10= NAILED NAILED NAILED NAILED 2 11 12 13 3 14 15 16 4 0it n do I I I I I Illi �♦ me4x5= 4x5 5 1Iiis ale0 V ' i Ell'. N nn � nn nn ea nn nn nn 17 18 9 19 20 8 21 22 7 23 24 6 10 Special NAILED 4x6— NAILED NAILED 7x10 NAILED NAILED 4x6_ NAILED Special 566 II 5x6 11 NAILED NAILED NAILED 5-5-8 11-5-0 17.4.8I 22-10-0 5-5-8 i 5.11-8 i 5.11-8 5-5-8 Plate Offsets(X,Y)-- f2:0-6-4,Edge),14:0.6.4,Edge),16:Edge,0-3-81,17:0.2-8,0-2-01,19:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.15 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.27 6-7 >999 180 BCLL 0.0 • Rep Stress Inch NO WB 0.83 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:124 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, 2-4:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1731/Mechanical,6=1731/Mechanical Max Horz 10=21(LC 6) Max Uplift 10=-680(LC 4),6=-680(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2236/840,2-3=-2882/1070,3-4=-2882/1070,4-5=-2236/840,1-10=-1478/573, 5-6=-1478/573 BOT CHORD 8-9=-790/2116,7-8=-769/2116 WEBS 2-9=-388/258,2-8=-358/940,3-8=-722/476,4-8=-358/940,4-7=-388/257, 1-9=-780/2175,5-7=-780/2175 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;8=4511;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 680 lb uplift at joint 10 and 680 lb uplift at joint 6. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down and 128 lb up at 1-6-4,and 188 lb down and 128 lb up at 21-3-12 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(pff) Vert:1-2=-60,2-4=-60,4-5=-60,6-10=-20 Continued on nave 2 p 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MlI.7473 rev.IAN3P20f6 BEFORE USE mg Design valid for use only with MllekI connectors.Ihis design k based only upon pczameters shown,and Is for an NidMdral building component,not a truss system.Before me,the building designer must verify the applicability of design parameters and properly incorpxxate this design Into the overallbuilding design. Bracing indicated Is to MiTek' is always required for Steil and to prepvent collapse with event budding of possble personal I nIndividual hum kly and property y damage. for general guidance regaland/or chord members only.Additknal temporary /permanent/racing fatrk:atkn.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdlabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Ory Ply T9221960 10674T0 T32 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:34 2016 Page 2 ID:fwnSTgW?edIwVPMOQyzl9ydS15-ztfPFdCEuBnoGH6ct040XbH6sXvtFZUFBoiAEmypyHZ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-89(B)4=-89(B)9=-41(B)8=-41(B)3=-89(B)7=-41(B)11=-89(B)12=-89(B)15=-89(B)16=-89(B)17=-188(B)18=-187(B)19=-41(B)20=-41(B)21=-41(B) 22=-41(B)23-187(B)24-188(B) to 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE pe. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Wel(' k 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 stabMty and to prevent collapse with possible personal Injury and properly damage. For general gukfonce regarding the East Blvd. fabrication.ol.storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TPI l Quality CrB6904 orla.DSB-69 and SCSI Building Component Tampa.04 Parke East 0 Safely Information al/citablefrom Truss Plate keltIule.218 N.Lee Street.Suite 312.Arexrndik VA 22314. I e i Job Truss Truss Type eOty Ply T9221961 10674T0 T33 Hip 1 1 Job Reference(optional) Building Component Supply. Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:34 2016 Page 1 ID:twnSTgW?edlwVPM00y219ydS15-ztnPFdCEuBnoGH6ct040XbH4oX_GFfdFBoiAEmypyHZ 11-5-0 15.4-8 22-10-0 I _7-5-8 8 3. 11.8 i 3-11-8 + 7-5-8 Scale=1:38.9 3.00 12 It 4x5= 6x6 ll 2 12 3 13 4 4x5 11/11 w gla 14 11 4x5 % 44.3 Sea N k 9 8 7 6 10 4x10= 3x6— 4x10= 3x4 3x4 II 15-4-8 22-10-0 I 7-5-8 I 7-11-0 I 7-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.22 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 6 n/a Na Weight:123 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-8 oc bracing. REACTIONS. (lb/size) 10=902/Mechanical,6=902/Mechanical Max Horz 10=29(LC 11) Max Uplift 10=-271(LC 8),6=-271(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1282/480,2.3=-1189/502,3-4=-1189/500,4-5=-1282/478,1-10=-832/366, 5-6=-832/367 BOT CHORD 7-9=-461/1281 WEBS 1-9=-382/1136,5.7=-382/1136 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-5-8,Exterior(2)7-5-8 to 19-7-7,Interior(1)19-7-7 to 22-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 lb uplift at joint 10 and 271 lb uplift at joint 6. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mid. Design valid for use only with MITek5 connectors.this design Is based only upon txzameters shown.and Is tax cn individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek• building design. Ifrockng indicated Is to prevent buckling of individual truss web and/or chord members only.Addtlonal temporary rind permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regradng the e EastBBlvd.fatxk:allort storage,delivery,erection and bracing 01 trusses and truss systems.seeANSI/TPI I Quality Criteria.DSB-89 and BCSI Building Component 696904 04 P.Parke FEs Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. • Job Truss Truss Type a Oty Ply 19221962 1067470 Tat Hip 11 1 Job Reference(optionalL Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:35 2016 Page 1 ID:tvvn5TgW?edlwV PMOOyzl9ydS15-R3LnSzDsf UvfiRhpRjcd3ogJXxGs_1 ZPOSRkmDypyHY 9-5-8 13-4-8 { 22-10-0 4-10-8 i 47-0 3 11.0 17-11-84-7-0 4-10 8 I 4.10-8 Scale=1:39.1 6x6 41 6x6 f 3.00 FIF 3 14 15 4 4x5= NO:, 16,4:5 6 4x5= 5 2 13 17 12 A + 2x4 II 2x4 II �'� 6 0 a' Y a w O N d a o El { � � sv 10 9 8 7 11 4x5= 3x8 MT2OHS=4x5= 4x5= 4x5 9-5.813.4-8 22-10-0 I I9.5-8 I 3-11-0 9.5-8 Plate Offsets(X,Y)-- 12:0-2-4.0-2-01,15:0-2-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.23 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.60 7-8 >452 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.05 7 n/a n/a Weight:120 lb FT=20% BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0.0 oc bracing. REACTIONS. (lb/size) 11=902/Mechanical,7=902/Mechanical Max Horz 11=36(LC 10) Max Uplift 11=-257(LC 8),7=-257(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1217/479,3-4=-1145/480,4-5=-1217/479 BOT CHORD 10-11=-409/1005,8-10=-372/1145,7-8=-404/1005 WEBS 2-10.32/308,5-8=-32/308,2-11=-1160/505,5-7=-1160/505 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=45lt;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCp1=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3.1-12 to 9-5-8,Exterior(2)9-5-8 to 13-4-8,Interior(1)17-7-7 to 22-8-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 257 lb uplift at joint 11 and 257 lb uplift at joint 7. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/0211015 BEFORE USE. N• Design valid for use only with Mneki)connectors.!Ns design Is based only upon viral peters shown.and is for an individual barking component.not a hers system.Before use.Me building designer must verily the applicablly of design fxi rneters and properly taarieroM this design Into the overall MiTek' baking design. Bracing Indicated Is to prevent buckling of lndMweb and/or truss wearo]/or chord members only.Additional ternfxray anbracing d permanent acing Is always requked for stability and to prevent collapse with possible personal Inlury and properly damage. For general guidance regarding the Est Blvd.fabk:ati n,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria.DSB6904a and -89 SCSI Building Component Tampa,04 Parke East 0 Safety Information avdiable from Truss folate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Job Truss Truss Type 1 Qty Ply T9221963 10674T0 Vol Valley 1 1 1 Job Reference(optional) Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Mon Aug 08 09:26:36 2016 Page 1 ID:fwn5TgW?edlwVPMOQyzl9ydS15-vFvAfJEVQo1WVbG?_R7scOMYKLI iIXYe6BHIfypyHX 6-10-0 11-8-3 11.9114 13-8-0 1-10-2 7-�1�134-103 01-11 1-10-2 1-10-2 0• - 1 4-10-3 Scale=1:21.4 5x6= 2 • 5.00 12 7 6 8 5 3 11 lit 4 3x4 3x4 2x4 13.8-0 I a 0.0=1010 13-7-6 Plate Offsets(X,Y)-- j2:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl L/dPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) n/a - Na 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 Na Na Weight:371b FT=20% BCDL 10.0 Code FBC2014/TP12007 Matrix-S LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=182/13-6-13,3=182/13-6-13,4=463/13-6-13 Max Horz 1=-39(LC 10) Max Uplift 1=-59(LC 12),3.59(LC 12),4=-100(LC 12) Max Gray 1=186(LC 21),3=186(LC 22),4=463(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-312/212 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=5.0psf;h=25ft 8=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-7-15 to 4-7-15,Interior(1)4-7-15 to 6-10.0,Exterior(2) 6-10-0 to 9-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 1,59 lb uplift at joint 3 and 100 lb uplift at joint 4. • WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10g3/1016 BEFORE USEid i Design vdkl for use only with MitokIS connectors.this<togan Is based only upon parameters shown,and Is for an trtdvIdual building component,not a truss system.Bekoe use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall M iTek' bulling design. 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