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1762 ATLANTIC BEACH DR - TRUSSES tipmR Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek'' RE: 13182TOA - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Toll Brothers Project Name: . Model: Anna Maria Lot/Block: 071 Subdivision: Atlantic Beach Address: 1762 Atlantic Beach Dr., . City: . 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., . State: FL City: Jacksonville Beach General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 78 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. L Truss Name 1 Date No. Seal# Truss Name Date No. Seal# II 711633641 CJO2 �7/19/1719 �711633659 f=04 17/19/17 7/19/17 118 1T11633658 12 T11633642 1 CJ12 1 F05 ' 7/19/17 13 T116336431 CJ22 ' 7/19/17 120 1 T116336601 F06 7/19/17 14 T11633644 I CJ32 1 7/19/17 121 1T11633661 I FG01 7/19/17 IS T116336451EJ02 17/19/17 122 1T11633662 FG02 7/19/17 6 T11633646 EJ06 7/19/17 23 1711633663'T01 1 7/19/17 I7 T11633647I EJ12 7 7/19/17 24 1T11633664 T02 1 7/19/17_ 18 T116336481 EJ13 1 7/19/17 25 T116336651703 1 7/19/17 19 T116336491 EJ14 1 7/19/17 26 T11633666 1T04 17/19/17 110 T116336501 EJ22 1 7/19/17 27 T11633667 1T05 1 7/19/17 111 T11633651 1 EJ32 7/19/17 28 T11633668 I T06 1 7/19/17 Li? _I T11633652 II EJ33 17/19/17 29 Ti 16336691 TO7 7/19/17 113 1T11633653 EJ36 1 7/19/17 30 111633670 1T 88 — 1 7/19/17 114 1 T116336541 EJ37 1 7/19/1731 1T11633671 1 115 1 T116336551 F01 1 7/19/17 132 T11633672 1T13 7/19/17 116 1 T116336561F02 1 7/19/17 133 ,T11633673 1114 7/19/17 117 11116336571 F03 1 7/19/17 134 1 T11633674 1715 17/19/17 ,_olittassoll.�i The truss drawing(s) referenced above have been prepared by MiTek %.-_,v 1ER.. ... •P. F/4�i,� USA, Inc. under my direct supervision based on the parameters `• .�\G E N 3F•:• '.,' provided by Building Component Supply. No 22839.t1) . Truss Design Engineer's Name: Finn, Walter : * My license renewal date for the state of Florida is February 28. 2019. "o ;�: The seal on these truss component designs is a certification � 9 •. STATE OF :LU IMPORTANT NOTE: .O • 4.� that the engineer named is licensed in the jurisdiction(s)identified and that the ��,(�'••1., P:� . designs comply with ANSI/TPI 1. These designs are based upon parameters °i t�si••..O R k••••r;' shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek. Any project specific information included is for MiTek's customers i i7S/O N A,,E�0" file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design Wetter P.Rnn PE No.22839 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.R.Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. • July 19.2017 Finn, Walter 1 of 2 OFFICE COPY RE: 13182TOA - Site Information: Customer Info: Toll Brothers Project Name: . Model: Anna Maria Lot/Block: 071 Subdivision: Atlantic Beach Address: 1762 Atlantic Beach Dr., . City: . State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 T11633675 T16 7/19/17 78 1T11633718 V08 7/19/17 36 T116336761117 7/19/17 37 1116336771118 7/19/17 38 T116336781119 7/19/17 39 T11633679 1120 7/19/17 40 T11633680 1 121 7/19/17 41 T116336811122 7/19/17 42 T116336821123 7/19/17 43 111633683 I T24 7/19/17 44 T11633684 I T25 7/19/17 45 T116336851126 7/19/17 46 111633686 1127 7/19/17 47 T11633687 1128 7/19/17 48 T116336881129 7/19/17 49 T11633689 1131 7/19/17 50 T11633690 1-132 7/19/17 51 T11633691 1133 7/19/17 52 T11633692 1T34 7/19/17 53 T11633693 1 136 7/19/17 54 111633694 1137 7/19/17 55 T116336951138 7/19/17 56 1116336961139 7/19/17 57 T11633697 1 T40 7/19/17 58 T11633698 1141 7/19/17 59 T116336991142 7/19/17 60 1116337001143 7/19/17 61 T116337011144 7/19/17 62 1111633702 1145 7/19/17 63 (111633703 T46 7/19/17 164 111633704 T47 7/19/17 65 1711633705 I T49 7/19/17 66 1116337061150 7/19/17 67 T11633707 1151 7/19/17 68 T116337081152 7/19/17 69 T116337091153 7/19/17 70 T116337101154 7/19/17 71 T11633711 1V01 7/19/17 72 T11633712 I V02 7/19/17 73 T11633713 I V03 7/19/17 74 T11633714 VO4 7/19/17 75 T11633715 V05 7/19/17 176 11116337161V06 1 7/19/17 1 177 11116337171 V07 1 7/19/17 1 2of2 Job Truss Truss Type I - TOW Ply I T11633641 13182TOA CJO2 Jack-Open �2 1 1 ;Job Reference(qp onal) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:20 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-UcQyBBrDYNfgecnAJVENL3kJTW FpSx96h9wJhEywYjP 2-9-3 2-9-3 Scale=1:8.9 2.83 12 2 3 3x8 I 4010 ' 3x4= 2-9-3 2-8-13 Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,[1:0-3-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (los) Udefl Lid I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.15 Vett(LL) 0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vett(TL) -0.01 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-MP Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=64/Mechanical,3=44/Mechanical,1=108/0-4-3 Max Horz 1=30(LC 8) Max Uplift 2=-45(LC 8),3=-35(LC 8),1=-68(LC 8) Max Gray 2=64(LC 1),3=46(LC 3),1=108(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;porch left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED PATEN REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE Design valid for use only with Mllekes connectors.This design is based only upon parameters shown,and is for on individual txrlding component,not a Buss system.Before the,the bulking designer must verify the applicability of design para peters and txotxrrly Ixcorl.xxate this design into the overall txrlding design. Bracing indicated is to prevent budding of individual truss web and/or clrormembers members only. Ad xx tki temporary and permanent bracing MiTek' ek• Is always required for stability and to prevent collapse with possble personal Irhsy and profxrrly damage. For general guidance regarding the Idxtcatiorr,storage,delivery,erection and bracing of Busses and truss systems,seeANSI/TPl1 QuaBry Criteria,DSB-89 and SCSI Sulking Component 6904 Parke East Blvd. Safely Information avdlable horn Truss Flale Institute.218 N.Lee Street.Suite 312.Alexandria,VA 72314. Tampa,FL 33610 Job Truss Truss Type F Oty, Ply 711633642 13182TOA CJ12 Jack-Open 4 1 Job Reference(optional)__ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:21 2017 Page 1 ID:?9jtoWxOGt OEk3Cl?dBMoszBOOu-yo_KOXssJgnXGmLMsCIcuGHTEwbnBOOGwpglDhywYjO 2-9-3 2-9-3 Scale=1:11.7 2 4.24'12 1 1 • . 1 3 4 3x8 II 2-9-3 I 2-8-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR I Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,In accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 4=102/0-7-0,2=72/Mechanical,3=31/Mechanical Max Horz 4=37(LC 12) Max Uplift 4=-12(LC 12),2=-44(LC 12) Max Gray 4=102(LC 1),2=72(LC 1),3=49(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25f1;B=45ft L=24f1;eave=4ft;Cat. II;Exp C;Encl.,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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. I WARNING•Verily design parametersand READ NOTES ON THIS AND INCLUDED MIEN REFERANCE PAGE M11-7473 rev.10/03/201S BEFORE USE. m • Design valid for use only with Miteki)connectors.this design is based only upon parameters shown-and Is tar an individual building component.not a truss system.Below use,the bulking designer must verity the applicability of design pxxameters and properly Incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required tar stability and to prevent cotigxse with possble personal I*ry and property damage. For general guidance regarding the 6904 Parke East Blvd k*xk:atkn.storage.delivery,eroctknal orWac:hand g of trusses truss systems.seeANSt/TPIl Quality Criteria.DSB-89 and SCSI Bullring Component Safely Information avaliahie prom Truss Plate institute.218 N.Lee Street.Sulfa 312.Alexand1a.VA 22314. Tama.FL 33610 Job Truss Truss Type 1! Qty. Ply 711633643 13182TOA CJ22 Jack-Open 4 1 , 'Job Reference(optional)__ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:21 2017 Page 1 I D:?9jtoW xOG 1 OE k3CI?dBMoszBOOu-yoKOXssJgnXGmLMsCIcuGHV6wbuBOOGwpgtDhywYjO 2-9-3 2-9-3 Scale=1:10.7 2 4.24 12 jl l1t it 1 N NI ��1 1 3 :M.- 2x4 I I 3x6 I 2-9-3 i 2-8-13 Plate Offsets(X,Y)-- [1:0-3-14,0-5-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) i/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=61/Mechanical,3=33/Mechanical,1=123/0-7-0 Max Horz 1=39(LC 12) Max Uplift 2=-35(LC 12),3=-2(LC 12),1.19(LC 12) Max Gray 2=61(LC 1),3=43(LC 3),1=123(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.Opst;BCDL=S.Opsf;h=25ft;B=4511;L=24ft;eave=4lt;Cat. II;Exp C;Encl.,GCp1-0.18;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE Mil.7473 rev.10/03/2015 BEFORE USE la Design valid for use only with Woke 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 verify the appllcablity 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 stabBtty and to prevent collapse with possible personal knlrey and properly damage. for general guldamce regarding the fabrk:atlon,storage,delivery,erection and bracing of trusses and miss systems.SeeANSI/TPI I Quality Criteria,DSB-89 and BCSI Bulkling Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type / IOtya Ply I T116336441 13182TOA CJ32 Jack-Open Structural Gable 2 1 __ _ _ 1 j Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:22 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-O?YictsU4_VOuwwYQwGrOUgh1Jy3wreP9TPQm7ywYjN 2.2.13 I 2-2-13 Scale=1:9.8 4.2 ,12 2 4 . t 1 r. le W � - 4 1 V 1 3 2x4 II 3x6 II 2-2-13 I 2-2-13 Plate Offsets(X,Y)-- (1:0-3-14,0-5-01 ll LOADING(psi) SPACING- 2-0-0 I CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 I 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 ilia rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:8 lb FT=20% — LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2.13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing , Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=53/Mechanical,3=33/Mechanical,1=87/0-7.0 Max Horz 1=31(LC 12) Max Uplift 2=-28(LC 12),3=-4(LC 12),1=-13(LC 12) Max Gray 2=53(LC 1),3=38(LC 3),1=87(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=25th B=45f1;L=24ft;eave=oft;Cat. ll;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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. MillA WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use oNy with Miele connectors.1Ns design k bused oNy upon parameters shown,and Is for an individual bolding component,not a truss system.Before use,the bulking designer must verify the a pplicablity of design parameters and property Incorporate this design Into the overall bolding design. Bracing indicated Is to prevent bxrcldIng of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing 01 trusses and truss systems.seeANSI/1P11 Quality Criteria,DS8-89 and BCSI Bolding Component 6904 Parke East Bid. Safely Information available from truss Plate Institute.218 N.toe Street.Suite 312,Alexardrkr.VA 22314. Tampa.FL 33610 Job 711633645 Truss Truss Type i City. Ply 13182TOA EJ02 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:23 2017 Page 1 ID:?9jtoWxOGt OEk3Cl?dBMoszBOOu-uB65pDt6rl1 FV4VI_dn4zhMrajlRfHuZN79zIZywYjM 2-0-0 , 2-0-0 Scale=1:9.0 4.00 112 2 i 1 a m ri N xi 1. 3 AIIIIIIIIoo 3x6 I 3x4= 2-0-0 2-0-0 Plate Offsets(X,Y)-- ]1:0-0-0,0-1-5],]1:0-1-10,0-6-10] LOADING (psi) 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 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-MP Weight:8 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 MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=47/Mechanical,3=33/Mechanical,1=80/0-7-0 Max Horz 1=27(LC 12) Max Uplift 2=-23(LC 12),3=-6(LC 12),1=-13(LC 12) Max Gray 2=47(LC 1),3=34(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE iah7473 rev.10/0312015BEFORE USE. , • Design valkl for use only with MilekS<connectors.1Ns design h based only upon parameters shown.and Is for an individual building component.not ! . 111111 a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate thk design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary<trhd permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal rWY and property damage. For general guidance regarding the --� rubr cation,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPt I Quality Criter a,058-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Corn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type if Qty, Ply I 711633646 13182TOA IEJ06 Jack-Open 10 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:23 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-uB65pDt6rl1 FV4VI_dn4zhMi?jAEfHuZN79zIZywYjM 6-0-0 I 6-0-0 Scale=1:15.5 2 1 4.001-12 — 8 4,, 1 7 040 N N N 1 04011, .— V A f ' i 3 3.6 I I 3x4 6-0-0 I 6-0-0 Plate Offsets(X,Y)-- (1:0-1-10,0.6-101 LOADING (psf) SPACING- 2-0-0 I CSI. DE FL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 ; TC 0.58 Vert(LL) 0.20 3-6 >360 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.17 3-6 >411 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=156/Mechanical,3=82/Mechanical,1=238/0-3-8 Max Horz 1=81(LC 12) Max Uplift 2=-97(LC 12),3=-66(LC 12),1=-i29(LC 12) Max Gray 2=156(LC 1),3=109(LC 3),1=238(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4f1;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;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3 except(jt=lb) 1=129. A WARNA4G-ya►fy design pafarne er*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1003/201S BEFORE USE , Design valid for use only with MiTekID connectors.Ihls design k based only upon loxarrletes shown.and!slot an individual building component,not a taus system.Before use,the building designer must verify the applicability of design parameters and properly Nscoi xeute this design into the overall ig•building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Niel( is always regrlred for stability and to prevent collapse with possible personal hnlury and property damage. log general guid(Ince regaralng the fabrication,storage,delivery,erection and bracing of busses and truss systems-seeANSI/1PI l Qualify Criteria,DS8-89 and BCSI BuNdi ng Component 6904 Parke East BNd. Safely Information available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa-FL 33610 Job Truss Truss Type Qty. Ply l T11633647 13182TOA EJ12 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:24 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-NNgT1 YukcbA67D4xYLIJVw?D7eTOk8icnuXq?ywYj L 2-0-0 2-0-0 Scale:I'=1' 2 6.00 Fri 4 3x8 I 2-0-0 2-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 3-4 >999 180 BOLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=74/0-5-8,2=52/Mechanical,3=22/Mechanical Max Horz 4=38(LC 12) Max Uplift 2=-39(LC 12),3=-i(LC 12) Max Gray 4=74(LC 1),2=52(LC 17),3=36(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst;BCDL=5.0psf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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. t I V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M1I.7473 rev.mataois BEFORE USE ith• Peskin valki for use only with Mlielrt;connectors.Iles design is based only urxun parameters shown.and Is for an kndivWuat building component,not a Inas system.Before use,the building designer must verify the appolcobllty of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only.Addtkxnal temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possbie personal 1 Jy and property damage. For general guidance regarding ttxa East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss 6904 Parke as systems.seNSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component Tampa. 33610 Safety Information available from truss Plate Institute,218 N.Lee Street.Sulte 312.Alexa dike.VA 22314. mp . Job Truss Truss Type ' Qty. !Ply T11633648 13182TOA EJ13 Jack-Open 6 1 1 __ _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:24 2017 Page 1 I D:?9jtoWxOG1 OEk3CI?dBMoszB00u-NNgT1 YukcbA67D4xYLIJVvvzh7dSOk8icnuXq?ywYjL 3-0-0 3-0-0 Scale=1:14.4 rii 2 16.00 • 1 d 11111 1 111111°'..aditi 3 4 3x8 II 3-0-0 I 3-0-0 I LOADING (psf) I SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 3-4 >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/TPI2007 Matrix-MR Weight:10 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=112/0-5-8,2=78/Mechanical,3=34/Mechanical Max Horz 4=57(LC 12) Max Uplift 4=-4(LC 12),2=-56(LC 12) Max Gray 4=112(LC 1),2=78(LC 1),3=54(LC 3) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f1;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl..GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. W A WARNING-godly design paramstan and READ NOTES ON TNS AND WNCLUDED ABTEK REFERANCE PAGE MI-7473 rev.10/032015 BEFORE USE ill Design valid for use only with Nillek8 connectors.Ihis design is trued oNy upon parameters shown,and Is for an indMdual building component,nent,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of kxitvkirxsl truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Ir*ay and property damage. for general guid ace regarding the fct*lcatkst storage.delivery,erection and bracing of trusses and truss systems,seoANSI/IPI1 Qualty CrIteria,DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty. Ply T11633649 13182TOA EJ14 Jack-Closed 7 1 Job Reference(o�ttonal) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:25 2017 Page 1 ID:?9jtoW xOG 1 OEk3C I?d BMoszBOOu-raDrEuvMNvIzI Nf752pY26SecXx77BOrrRe4MSywYj K 4-0-0 4-0-0 2x4 I Scale=1:16.9 4 3 6.00 12 11 4x5 2 I1 6 3x6 II 5 2x4 I 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-5) LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 I Vert(TL) -0.03 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:19 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 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=149/0-5-8,6=160/Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-7(LC 12),6=-75(LC 12) Max Gray 1=149(LC 1),6=161(LC 17) 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=5.0psh h=25ft;B=4511 L=24f1;eave=4f1;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0 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 toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6. 4 i V WARNING•Varity dasIgn parameters and READ NOTES ON THIS AND INCLUDED:MITER REFERANCE PAGE Ml-7473 raw.101032015 BEFORE USE. Design valid br use oNy with MllekSo connectors.This design is based only upon parameters shown.and Is for an individual balding component,not a truss system.Before use,the bulldog designer must verify the applkabiity of design parameters and properly Bicorporate 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 Ira:ing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality CrtterM,DSB-89 and SCSI ButidIng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610 1 Job I Truss Truss Type a Qty• Ply I T116336501 13182TOA EJ22 Jack-Open 8 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:25 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-raDrEuvM NvIzI NI752pY26SByX_k7BOrrRe4MSywYjK 2-0-0 2-0-0 Scale=1:10.9 6.00 1 2 ,2 1 1 / r 1 T N ', r 1 IIIIMIIIIMllih kM. 3,6 II 3 2-0-0I I 2-0-0 Plate Offsets(X,Y)-- 11:0-0-1,0-0-3],[1:0-0-3,0-5-01,11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 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-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEDGE ' MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 2=50/Mechanical,3=30/Mechanical,1=80/0-5-8 Max Horz 1=41(LC 12) Max Uplift 2=-32(LC 12),3=-5(LC 12),1=-5(LC 12) Max Gray 2=50(LC 1),3=36(LC 3),1=80(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;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 psi 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 0 WARNING-Witty design paramotera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev.10/03/2015 BEFORE USE f Design valid for use only with MilelcD connectors.Ns design Is based only upon parameters shown,and Is for!n IndMdud balding component.not a a tens system.Belae use,the bilking designer mt151 verity the<mrrplicd�liry or design rxrarnelers a1d properly incorporate tisrs design Into the overall bupdhg deskln. �achg Indicated Is to prevent buckling of Irldlvkluot buss web cxld/or chord members only Addi&xu>I temporary and permanent tracing MiTek' I Is always required for slabily and to prevent colica se with possEle personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.saoANSI/TPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avdkabre horn truss Plate Institute.218 N.Lee Sheet,Suite 317,Nexaxlrko.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty• I Ply T11633651 13182TOA EJ32 Jack-Open 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:26 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-JmnDREv..8D0gMXE Kf I LnbK_LKxJYsee?45NevuywYjJ 2-5-8 2-5-8 Scale:1'=1' 2 y 6.00112 12 A , 1 3 144110 3x5 11 2-5-8 2-5-8 Plate Offsets(X,V)-- 11:0-0-1,0-0-3],(1:0-0-3,0-5-0],[1:0-2.8,0-0-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 3-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=61/Mechanical,3=35/Mechanical,1=96/0-5-8 Max Horz 1=49(LC 12) Max Uplift 2=-39(LC 12),3=-4(LC 12),1=-7(LC 12) Max Gray 2=61(LC 1),3=44(LC 3),1=96(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511 B=4511;L=24ft;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE AQ•7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mltek51 connectors.This design Is based only upon parameters shown.and Is for Ql Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Adc%Ibnal temporary and permanent bracing MiTek" Is always required la stability and to prevent collcpse w,th possble personal I Uy and property damage. For general guidance regarding the fabrication,storage,delNery,erection and bracing of trusses and truss systems,seeANSI/1PIt Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdta ble from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • Oty' Ply 711633652 13182T0A EJ33 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:27 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-nyLbfawcvW Yh_hpW DTs07XXW NKcIb5t8117BRKywYjI { 1-7-8 { 2-5-8 1-7-8 0-10-0 NAILED Scale=1:9.9 2 3 6.00 12 3x6 7 1 J> ro i 8NAILED 4 3x5 II 1-1-3 2-5-8 1-1-3 1-4-5 Plate Offsets(X,Y)-- [1:0-2-8,0-0-7],[1:0-0-3,0-5-0],[1:0-0-1,0-0-31,[2:0.3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=23/Mechanical,4=84/Mechanical,1=100/0-5-8 Max Horz 1=34(LC 12) Max Uplift 3=-17(LC 8),4=-34(LC 12),1=-18(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;8=4511;L=2411;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:2=-1(F)8=-13(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI1-7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mitekt)connectors.Ills design is based only upon rxxaneiers shown.and Is for an kx9viduai building component.not a truss system.Before use,the building designer must verity the oppiIcablIry of design parameters and properly Incorporate this design Into the overall ;� balding design. Bracing indicated Is to prevent buckling of Indivkludll truss web and/or chord members only. AddltIo nal temporary and permanent bracing Milt*" Is always required for stab911y and to prevent collapse with possible personal kyrry and properly damage. for general guidance regarding the fat ricatlon,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria.DS111-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcilable horn Truss Plate knsttute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type • Qty. Ply 711633653 1318270A EJ36 Jack-Open 24 1 Job Reference(optional)._____ Building Component Supply, Jacksonville.FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:27 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBO0u-nyLbfawcvW Yh_hpW DTs07XXP2KYIb5t8117BRKywYjI 6-0-0 i 6-0-0 Scale=1:20.7 2 6.00 r12 8 rn (1) M a'y 7 cA 1 3x5 II 3 6-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3),[1:0-03,0-5-0),[1:0-2-0,0-1-7) LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.10 3-6 >705 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.17 3-6 >408 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=157/Mechanical,3=80/Mechanical,1=238/0-5-8 Max Horz 1=122(LC 12) Max Uplift 2=-100(LC 12),1.26(LC 12) Max Gray 2=157(LC 1),3=111(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=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24f1;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 2=100. t I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI 7473 rev.10,032015 BEFORE USE. Design valid for use only with MI1ek59 connectors.This design Is based only urxin parameters shown,and Is for an individual binding component,not o truss system.Before use,the building designer must verify the appticabillty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling or Individual truss web anal/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked 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.seoANSI/IP11 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information avalable from truss Plate institute,218 N.Lee Street,Suite 312.Alexandria.VA 71314. Tampa.FL 33610 Job (Truss Truss Type • City• Ply I T11633654 11318270A I EJ37 Jack-Open 3 1 I I _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:28 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-F9v_swxFgggYcrOinANFgl4cEkvxKY7lXPskznywYjH 5-5-8 l 5-5-8 Scale=1:19.4 2 1 6.00 8 4 a •v c,a rli N 7 1 riAll n IliO . i--- 3 3x5 I 5-5-8 1 5-5-8 Plate Offsets(X,Y)-- 11:0.0-1,0-0-31,11:0-0-3,0-5.01,11:0-2-4,0-0-151 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.42 Vert(LL) 0.07 3-6 >872 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 I BC 0.41 Vert(TL) -0.12 3-6 >542 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:18 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=142/Mechanical,3=73/Mechanical,1=216/0-5-8 Max Horz 1=111(LC 12) Max Uplift 2=-91(LC 12),1—23(LC 12) Max Gray 2=142(LC 1),3=101(LC 3),1=216(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-12 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 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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)2,1. 1 d A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeln::connec tors.This design is based only upon parameters shown,and is for an individual building component,not a tem system.Before use,the building designer must verity the oppik:abtiy of design paaneters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members or-dy.Additional temporary and permanent tracing MiTek* Is always required(or stability and to prevent collapse with possble personal krluy crl1 properly damage. For general guidance regarding the 6904 Parke East Blvd. kirrlcatkm,storage.delivery,erection and bracing of trusses and buss systems.seeANS1/1PI t Qualify Criteria,DSB-89 and BCSI ButdIng Component Saf.ty information avatabie from truss Plate Institute,218 N.Lee Street Suite 312.Nexandrka.VA 22314. Tampa.FL 33610 Job Truss !Truss Type a Qty. Ply I T11633655 13182TOA II F01 GABLE 1 1 — _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:29 2017 Page 1 I D:?9jto W xOG1 OEk3CI?d BMoszBOOu-j LTM4GytR8oPD?zvKuuUCycs48LN3?gRm3cIVDywYjG 0-1i 8 0.1�8 Scale=1:46.5 354= 3x6 FP= 3x4‘,= 1 2 3 4 5 6 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 i k' 11 , 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 -- 3x4 -- 3x6 FP-- 3x4 -- 3x4 = 26-3-12 1 1-6-12 1 2-10-12 1 4-2-12 156-12 6-10-12 . 8.2.12 1 9-6-12 10-10-12.12-2-12 13-6-12 114.10-12. 16.2.12 17-6-12 118-10.12 i 20-2-12 21-6-12 ,22.10.12 24-2-12 25-6.12 i 1 27-10-8 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 ' 14.0 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 0-9-0 1-6-12 Plate Offsets(X,Y)-- [23:0.1-8,Edgel,[25:0-1-8,Edge],[45:0-1-8,Edqel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 25 r/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:132 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing, Except: OTHERS 2x4 SP No.3(tlat) 10-0.0 oc bracing:45-46,24-25. REACTIONS. All bearings 27-10-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)46,24,45,25,44,43,42,41,40,39,38,36,35,34,33, 32,31,30,29,28,27,26 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verify design paramerera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.101Ix1,2015 BEFORE USE Ig. Design valid for use only with Mllele>t'connectors.this design Is based ohiy upon parameters shown,and Is for an individual building component,not a truss system.Before use,Itde txitdirlg designer must verify the arIwcabilty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent txlcklklg of Irldlvkfual 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 Inpry and property damage. For general guidance regciding the Fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Cdteia,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Toss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss I Truss Type • Oty• Ply T11633656 13182TOA F02 Floor 17 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:30 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-BX1 kHczVCRwFr8Y5ubPjIA9zTYS5olObJLr2fywYjF 0-1-8 1-3-01-8-8 1 1027-8 0-I1 8 Sdale:1/4'=1' 3x6 • 3x6 I 3x6 FP= 3x6 FP= 1.5x3= 5x6= 3x6 II 3x6 II 3x6 II 5x6= 1.5x3= 1 2 33 4 5 6 7 8 9 10 11 12 13 14 15 c ,!il3 lippyrimak.Sss\WOMplipPlih.lippr/ANillipr ti I a •• oir 4 `f I: ,r •,.....`..r..../4 i h h•-.•'''s NM r \V \ ....,,e: „s's.......i"' ....4 i i 5, C. 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 /7 16 3x4= 3x4 = 1.5x3 I i 3x4= 3x4= 1.5x3 I 3x12 M18SHS FP= 3x4= 1.5x3 I 13x4 = 3x4= 1.5x3 SP- 3x4= 3x4= 13.6.8 14-1,0 28-4-0 II 13-6-8 0-6-8 14-3-0 Plate Offsets(X,Y)-- 11:0-1.8,0-0-81,14:0-3-0,Edgel,18:03-0,0.0.01,112:0-3-0,Edgel,115:0-1-8,0-0-81,115:0.3-0,Edgel,124:0-1-8,Edgel LOADING (pst) I SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.59 24 >571 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.92 24-25 >366 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.66 • Horz(TL) 0.17 16 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:191 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (lb/size) 32=1030/0-5-8,16=1030/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-32=-1025/0,15-16=-1025/0,1-2=-1003/0,2-3=-2596/0,3-4=-3830/0,4-5=-4757/0, 5-7=-5283/0,7.8=-5462/0,8-9.5462/0,9-11=-5280/0,11-12=-4758/0,12-13=-3829/0, 13-14=-2596/0,14-15=-1003/0 BOT CHORD 30-31=0/1887,29-30=0/3290,28-29=0/4377,27-28=0/4377,26-27=0/5100,25-26=0/5462, 24-25=0/5462,22-24=0/5443,21-22=0/5102,20-21=0/4377,19-20=0/4377, 18-19=0/3290,17-18=0/1887 WEBS 1-31=0/1376,2-31=-1282/0,2-30=0/1028,3-30=-1005/0,3-29=0/783,4-29=-774/0, 4-27=0/537,5-27=-498/0,5-26=-37/458,7-26=-495/101,15-17=0/1376,14-17=-1282/0, 14-18=0/1028,13-18=-1005/0,13-19=0/783,12-19=-774/0,12-21=0/539,11-21=-499/0, 11-22=0/348,9-22=-354/0,9-24=-397/518,8-24=-399/311 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 4x6 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 23=11% 5) Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I o WARNING-V.my design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTektt connectors.This design is hosed only upon parameters shown.and is for on individual building component,not a truss system.Before use,the bulking designer must verify the CIf pik-ubtity of design parameters and properly incorporate this design into the overall bulking design. Bracing indicated is to prevent buckling of lndlvkirnl tr ss web and/or chord members only. Addtbracing temporary and permanent Mi T;� ek• Is always required for stability and to prevent collapse with possible personal W zy and properly damage. For general guidmce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see-ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information evadable tram Truss Plate institute.218 N.lee Street.Suite 312.Nex<xdra.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T11633657 1318270A 1F03 Floor 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:31 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-fkb6Vyz7y126T16HSJwyHNiOlyodXk7kDN5Pa5ywYjE 0-1-8 1-3-01-9-0 1.9.0 l Scale=1:37.9 5x6 1.5x3= 4x6= 3x6= 3x6 FP= 4x6= 5x6= I 23 4 5 6 7 8 9 10 11 ' '\,./ \ //1111 ... I IN /141IL /A111\ AL / . 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 4x6= 3x8 MT2OHS FP= 1.5x3 H 1.54 ,l 1.5x3 II 3x8 MT2OHS FP= 4x6= 5x6= 1.5x3 SP= 1.5x3 SP— 22-7-8 I 22-7-8 Plate Offsets(X,Y)-- f1:Edge,0-1-8),15:0-1-8,Edge],16:0-1-8,Edgel f26:Edge,0.1.8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.44 18-19 >616 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.68 18-19 >393 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.12 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:122 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals. 15-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:22-24,14-16. REACTIONS. (lb/size) 26=1224/0-5-8,12=1231/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1219/0,11-12=-1224/0,1-2=-1119/0,2-3=-2849/0,3-4=-4050/0,4-5=-4776/0, _• 5-6=-4988/0,6-7=-4757/0,7-9=-4053/0,9-10=-2849/0,10-11=-1118/0 BOT CHORD 24-25=0/2115,22-24=0/3558,21-22=0/4550,20-21=0/4550,19-20=0/4988,18-19=0/4988, 17-18=0/4988,16-17=0/4525,14-16=0/3557,13-14=0/2116 WEBS 1-25=0/1541,2-25=-1480/0,2-24=0/1091,3-24=-1054/0,3-22=0/732,4-22=-723/0, 4-20=0/460,5-20=-650/153,5-19=-244/266,11-13=0/1581,10-13=-1484/0, 10-14=0/1089,9-14=-1054/0,9-16=0/737,7-16=-702/0,7-17=0/498,6-17=-659/126, 6-18=-225/267 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 23=11%,joint 15=11% 5)Refer to girder(s)for truss to truss connections. 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. 7)CAUTION,Do not erect truss backwards. f 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4111-7473 rev.10032015 BEFORE USE. Design valid for use only with MITekb connectors.Ills design h based only upon parameters shown,and Is for an tr dM nal building component.not - a truss system.Before use,the bulking designer must verify the a pplicabIity of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Indlvklual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanya.FL 33610 Job Truss Truss Type ' Oty' I Ply T11633658 13182TOA F04 Floor 3 I. 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:32 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-8w8Uil_Ij3Az4ShTOOPBgbEB2L8sGBgtS1 gy6YywYjD 0-1-8 0-&8 E' 130 I I 1-9-0 1 Scale=1:38.3 5x6= 5x6= 1.5x3= 4x6= 3x6= 3x6 FP= 4x6- 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 • • • 27 • /\ /• Al\ / \ / \ / \ �, r 28CD • 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 4x6= 3x8 MT2OHS FP= 1.5x3 I I 1.5x3 II 1.5x3 II 3x8 MT2OHS FP= 4x6= 5x6= 4x6= 1.5x3 SP= 1.5x3 SP= 22-7-8 I22.7.8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1.8,Edge],[6:0-1-8,Edge],[11:0-1-8,Edge],112:Edge,0-1.81,(26:Edge,0-1-81 _- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Verl(LL) -0.44 18-19 >616 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.68 18-19 >394 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.12 12 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 Matrix-S Weight:121 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals. 15-23:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:22-24,14-16. REACTIONS. (lb/size) 26=1224/0-5-8,12=1224/0-2-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-26=-1219/0,11-12=-1219/0,1-2=-1119/0,2-3=-2849/0,3-4=-4050/0,4-5=-4776/0, 5.6=-4988/0,6-7=-4757/0,7-9=-4053/0,9-10=-2848/0,10-11=-1120/0 BOT CHORD 24-25=0/2115,22-24=0/3558,21-22=0/4550,20-21=0/4550,19-20=0/4988,18-19=0/4988, 17.18=0/4988,16-17=0/4525,14-16=0/3558,13-14=0/2115 WEBS 1-25=0/1541,2-25=-1480/0,2-24=0/1091,3-24=-1054/0,3-22=0/732,4-22=-723/0, 4-20=0/459,5-20=-650/153,5-19=-244/266,11-13=0/1541,10.13=-1479/0, 10-14=0/1090,9-14=-1055/0,9-16=0/736,7-16=-701/0,7-17=0/498,6-17=-659/126, 6-18=-225/267 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 23=11%,joint 15=11% 5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 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-Vriy dez n Par vrretrs and READ NOTES ON TMS AND WCLUDED 6K REFERANCE PAGE M6.7473 rev.ie03/7015 BEFORE USE besigt vdki la use only with Iv1lTeir8 cornectas.This design k based only upon parametersshovm,avi h for rn Yallvidrral Irllding compo tint,not N. a truss system.Before use.the btildng designer must verily the appllcabily of design parameters and properly Incorporate this design into the overall bdidng design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek' is always required for stabilty and to prevent collapse with possible personal Inkrry and Property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPt t Quality Criteria,DSB-89 and SCSI Building Component 6904 P.rkFL 336t 0 L—Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss Truss Type a Qty Ply i TI1633659 13182TOA F05 Floor 5 1 i _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:33 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-c6itvd?N UMIgicGgZkzQNonT8IYf?kUl hhaVe_ywYjC 0-1-8 H H 1-3-0 1 I 1-11-8 Scale'.1:21.3 1.5x3= 1.5x3= 1 2 3 4 5 6 e 5 16 , \Illy1 2*.i i T:\ /I\ t lir o IIj —b 13 12 11 t0 9 6 1.5x3 II 1.5x3 II 12-8-8 Ii 12-8-8 Plate Offsets(X,Y)-- [3:0-1-8,Edgel,[4:0-1-8,Edgel,[6:0-1-8,Edge],[8:0-1-12,Edgel,[13:0-1-12,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 i Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.11 11-12 >999 240 BCLL 0.0 Rep Stress!nor YES WB 0.38 Horz(TL) 0.02 7 Na n/a BCDL 5.0 Code FBC2014/TPI2007 L Matrix-S Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(llat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 14=679/0-5-8,7=679/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-675/0,6-7=-675/0,1-2=-577/0,2-3=-1311/0,3-4=-1535/0,4-5=-1311/0,5-6=-577/0 BOT CHORD 12-13=0/1078,11-12=0/1535,10-11=0/1535,9-10=0/1535,8-9=0/1078 WEBS 1-13=0/792,2-13=-745/0,2-12=0/363,3-12=-428/0,6-8=0/792,5-8=-745/0,5-9=0/363,4-9=-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. • _ 0 WARNING-Verify design pate netsre and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rw.111032015 BEFORE USE. lit Dean valid for use only with MtekS connectors.this design Is based only upon parameters shown.and Is for an Individual building component,rot a truss system.Before tee,the building designer must verity the appticabllty of design pxeameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses<n<f truss systems,uteANSt/IPI1 Quality Crtterla,DSB-89 and SCSI Building Component 6904 Parke East Bird. Safely Information avalbalre horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss I Truss Type " Qty' Ply i T11633660 I 13182TOA IF06 'GABLE 1 1 I • Job Reference(optional) J Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:33 2017 Page 1 ID:?9jtoW xOGl OEk3CI?dBMoszBOOu-c6itvd?N UMlgicGgZkzQNonYziiJ?pp1 hhaVe_ywYjC Scale=1:11.6 1 3x6= 21.5x3 I l 31.5x3 I 41.5x3 II 5 3x4 I I - "1 H _ T i o ell ■ _ ____l • .. :.•.•:•:❖:❖:.:...•:•:: :::• •: :•:•:x:: : • : :: : :•:•: :;;.. ...❖:.❖:•.;. ..•: 10 9 8 7 6 3x4 i I 3x4— 1.5x3 1.5x3 I 3x4 I 1-6.12 2-10-12 i 4-2-12 5.4.8 1-6-12 1-4-0 1-4-0 1-1-12 Plate Offsets(X,Y)-- 19:0-1-8,Edge],I10:Edge,0.1-81 _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Verl(TL) n/a - rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 6 n/a ria BCDL 5.0 I Code FBC2014/TP12007 _Matrix-P I Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(1lat) TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, BOT CHORD 2x4 SP No.2(ilat) except end verticals. WEBS 2x4 SP No.3(itat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)10,6,9,8,7 FORCES. (lb)-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. • 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE 10.7473 rev.1(5032015 BEFORE USE Design valid for use only with MITek90 connectors.This design is bused only upon parameters shown,and Is for an BSdMdual bulding component,not a truss system.Belore,use,the Lx king designer must verily the applicability of design parameters and property incorporate this design into the overall la k building design. (lacing 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 miry and property damage. For general guidance regadrq the Parke East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems.soeANSI/TPI1 Quality Criteria,13311-896904e -89 and BCS'Building Component Et 0 Safety Information available le noTruss Plate institute.218 N.Lee Sheet,Salle 312,Alexandria.VA 22314. Tampa.P.rk 1Job Truss Truss Type IQt. Ply ' 1 711633661 :, 13182TOA I FG01 FLOOR — 1 I 2 Job Reference(optional) i Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:34 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-4JGF7z0?FgQhKmrs7RUfv0JhY9vDkGoAV KJ3BQywYjB 4.1.4I 7-9-8 4-1-4 3-8.4 Scale=1:14.7 3x4 1 3x4= 22x4 :I 3 0 _I, THD46 7 4 2x4 '1 3x8= 2x4 11 4-1.4i 7-9-8 I 4-1-4 3-8-4 Plate Offsets(X,Y)-- (1:0-1-12,0-1-81 _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 5 n/a n/a I, BCDL 5.0 Code FBC2014/TPI2007 Matrix-MP 1 Weight:87 lb FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-9-8 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) 6=73/0-5-8,4.694/Mechanical,5.1278/0-3-8 Max Uplift 6=-63(LC 4) Max Gray 6=89(LC 3),4=718(LC 4),5=1278(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-470/0 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: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)Unbalanced floor live loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 6. 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. 7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent at 6-0-4 from the left end to connect truss(es)to back face of bottom chord. 8)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:1-3=-100,4.6=-10 Concentrated Loads(Ib) Vert:7=-1221(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE AM-7473 rev.1003/2015 BEFORE USE Mil• Design valid for use only with Milekid connectors.Ns design 6 trued only upon rxtrameters shown,and is for an Individual bolding component,not a truss system.Before use.the bulking designer must verity tlx:applicability of design parameters and properly incorporate this design into the overall btlding design.Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for skubltty and to prevent collapse with possible personal hairy and property damage. For general gridasce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPtl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informalon available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 1 Job I Truss Truss Type ' I City. Ply I T11633662 13182TOA I FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:34 2017 Page 1 10:?91toW xOG 1 OEk3Cl?dBMoszBOOu-4JGF7z0?FgQhKmrs7RUfv0J W 09r2k5yAvKJ3BOywYjB 3-3-2 6-4-8 9-5-15 + 12-7-5 I 15-8.11 18-10-1 I 21-11-8 25-0-14 28-4-0 3-3-2 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-3-2 Scale:1/4"=1' 6x8= 2x4 I I 2x4 I I 6x8= 4x6= 1 2 3 4 5 6 7 8 9 10 1 It WS Mil 1 C'SC. T . - f'- v c 1 20 19 18 17 16 15 14 13 21 12 11 3x4 II 8x10= 8x10= THD26-2 4x6= 3x4 II 3-3-2 6-4-8 9-5-15 12-7-5 15.8-11I 18-10-1 I 21-11-8 I 25-0-14 I 28-4-0 I 3-3-2 I 3-1-6 I 3-1-6 { 3-1-6 3-1-6 3-1-6 3-1-6 3-1-6 3-3-2 Plate Offsets(X,Y)-- [4:0-3-8,0-3-01,[7:0-3-8,0-3-01,19:0-2-0,0-2-01,112:0-2-0,0-2-01,[13:0-2-0,0-2-01,[14:0-5-0,0-5-01,[17:0-5-0,0-4-121[19:0-2-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lord) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.85 15-16 >395 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -1.32 15-16 >254 240 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.4-0 oc purlins, BOT CHORD 2x6 SP No.1'Except' except end verticals. 14-17:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3"Except" 1-19,2-18,3-17,4-16,7-15,8-14,9-13,10-12:2x4 SP No.2 REACTIONS. (lb/size) 20=1680/0-5-8,11=2113/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1549/0,1-2=-3999/0,2-3=-7103/0,3-4=-9157/0,4-5=-10613/0,5-6=-10613/0, 6-7=-10613/0,7-8=-10316/0,8-9=-8958/0,9-10=-5204/0,10-11=-1982/0 BOT CHORD 18-19=0/3999,17-18=017103,16-17=0/9343,15-16=0/10613,14-15=0/10426, 13-14=0/8958,12-13=0/5204 WEBS 1-19=0/4049,2-19=-1424/0,2-18=0/3300,3-18=-1083/0,3-17=0/2194,4-17=-812/0, 4-16=0/2041,5-16=-328/0,7-15=-711/881,7-14=-438/0,8-14=0/1453,8-13=-805/0, 9-13=0/3991,9-12=-1654/0,10-12=0/5288 NOTES- 1)2-ply truss to be connected together with 10d(0.131N3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 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) Required 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 22-9-0 from the left end to connect truss(es)to front 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(ptf) Vert:1-10=-100,11-20=-10 Concentrated Loads(Ib) Vert:21=-708(F) I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.10035015 BEFORE USE t Design valid for use orgy with Mitek to connectors.Ihis design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and propeily 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 raid permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal him/and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and hum systems,seeANS1/IPI1 Quality Criteria.DSB-S9 and SCSI Buldng Component 6904 Parke East Blvd. Safety Information available from Trios Plate institute,218 N.lee Street.Suite 312,Aexanch1a,VA 22314. Tampa.FL 33610 Job Truss ;Truss Type • OW Ply T11633663 13182TOA TO1 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:36 2017 Page 1 I D:?9jtoW xOG 1 OEk3CI?dBMoszBOOu-OhO?Yf 1 GnHgPZ3?FFsW 7_R Pv3zW cCzaTNeoAFJywYj9 I 6-0-0 10-2-4 14.2.12 I 18-3-4 I 22-5-8 i 24-9-7 i 28-4-0 6-0-0 4-2-4 4-0-8 4-0-8 4-2-4 2-3-15 3-6-9 Scale=1:48.7 NAILED NAILED 8x14 M18SHS= NAILED NAILED NAILED 7x14 MT2OHS=- 4.00112 4.00 12 NAILED4x5= 2x4 II 7x14 MT2OHS= NAILED NAILED NAILED NAILED 2 18 3 1920 4 21 22 5 23 6 7x10= 2x4 II ts"� I 11 :1 tr III 1144 7 B q 1 � — T N ^ r��� t>ttltW 1� 1 I" 1 1 I I I "'r I i'a I I t i 24 25 74 26 13 27 12 28 11 29 10 30 31 9 5x8= NAILED NAILED 2x4 II NAILED 4x5 NAILED 7x14 MT2OHS=NAILED 4x5= NAILED 4' NAILED NAILED 5x6 NAILED NAILED NAILED NAILED NAILED NAILED 6.0.0I 10-2-4 i 14-2-12 18-3-4 { 22-5-8 I 28-4-0 6-0-0 4.2.4 4.0.8 4-0-8 4-2-4 5.10-8 Plate Offsets(X,Y)-- [1:0-8-2,0-0-61.f1:0.0-9,0-0-3],[9:Edge,03-01,[11:0-2.4,0-2-01,113:0-2-4,0-2.01 LOADING (psf) 1 SPACING- 2-0-0 ! CSI. DEFL. in (loc) I/defl Ltd I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I 1 TC 0.75 Vert(LL) 0.78 12 >432 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.06 12 >318 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.87 Horz(TL) 0.23 9 n/a n/a M18SHS 244/190 BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except* TOP CHORD Structural wood sheathing directly applied or 2-1-7 oc purlins, 6-7,7-8:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 3-1-10 oc bracing. WEBS 2x4 SP No.3*Except' MiTek recommends that Stabilizers and required cross bracing 1 7-9:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (lb/size) 9=2170/0-5-8,1=2181/0-3-8 Max Horz 1=50(LC 8) Max Uplift 9=-1458(LC 5),1=-1395(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-5101/3345,2-3=-6708/4505,3-4=-7333/4935,4-5=-7333/4935,5-6=-6588/4432, 6-7=-4958/3322 BOT CHORD 1-14=-3155/4772,13-14=-3165/4787,12-13=-4473/6708,11-12=-4435/6644, 10-11=-3151/4708,9-10=-2909/4368 WEBS 2-14=-165/320,2-13=-1514/2275,3-13=-865/539,3-12=-535/750,4-12=-487/298, 5-12=-572/836,5-11=-891/550,6-11=-1431/2181,6-10=-148/271,7-10=-345/504, 7-9=-4648/3090 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.Opsh h=25ft;B=45It;L=28ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1458 lb uplift at joint 9 and 1395 lb uplift at joint 1. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-6=-60,6-7=-60,7-8=-60,9-15=-20 Continued on naae 2 1 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.10/3/201S BEFORE USE n Desk')valid for use only vAth Mitek®connectors.This design Is based only upon parameters shown,and Is lot an kxdvkkid building component,not a truss system.Before use,the bulking designer must verily the opplicabllly or design parameters and properly incorporate Ibis design into the overall building design. IkacIng Indicated is to prevent buckling of Individual Buss web and/or chord members only. Addliond temporary and permanent bracing MiTek* Is always requked for stablity and to prevent collapse with posstie personal hilly and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DS8459 and SCSI Building Component 6904 Parke East Blvd. ! Safety information avdktie from Teas Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 i Job I Truss Truss Type . Qty. Ply T11633663 13182TOA 1701 Roof Special Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:36 2017 Page 2 I D:?9jtoW xOG 1 OEk3Cl?dBMoszB00u-OhO?Yf 1 GnHgPZ3?FFsW 7_RPv3zW cCzaTNeoAFJywYj9 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-96(B)5=-96(B)6=-96(B)14=-62(B)13=-62(B)3=-96(B)12=-124(B)4=-191(B)11=-62(B)10=-62(B)18=-96(B)19=96(B)22=-96(B)23=-96(B)24=-119(B) 25=-159(B)26=-62(B)27=-62(B)28=-62(B)29=-62(B)30=-159(B)31=-83(B) 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE AW-7473 rev.10/0312015 BEFORE USE d Deslel valid for use oily with Mllekty 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 verily the applicability of design parameters and property Incorporate this design Into the overall building design. Brachg indicated Is to prevent budding of individual truss web ani/or chord members only.Additional temporay and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal SMlay and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSt/TPIt Quality Criteria,DSB-89 and SCSI Butding Component 6904 Parke East Blvd. Safely InformaBon available from Truss Plate Institute.218 N.Lee Street,Stile 312 Aexa drla.VA 22314. Tampa,FL 33610 IJob ITruss Truss Type j Ory' Ply T11633664 13182TOA T02 Half Hip Girder 1 I 1 I __ _ I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:37 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-UtyNI?2uYboGBDaRoZ1 MXexAnMsgxdW dblYjnlywYj8 2-0-0 6-0-0 I 2-0-0 4-0-0 Scale=1:11.4 4x5= Special NAILED — 4.00 112 2 9 3 HI n X a 1 n T 0 , 10 4 ♦ 3x6 II 5 2x4 II NAILED Special 3x4 2.0-0I 6.0.0 { 2-0-0 4-0-0 Plate Offsets(X,Y)-- 11:0-1-10,0-6-101 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (Loc) Weft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.18 4-5 >397 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.93 Vert(TL) -0.30 4-5 >240 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.05 Horz(TL) 0.12 3 n/a n/a BCDL 10.0 l Code FBC2014/TPI2007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=118/Mechanical,4=139/Mechanical,1=260/0-3-8 Max Horz 1=28(LC 8) Max Uplift 3=-86(LC 4),4=-45(LC 4),1_113(LC 4) Max Gray 3=118(LC 1),4=145(LC 3),1=260(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-301/183 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=24it;eave=4f1;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 86 lb uplift at joint 3,45 lb uplift at joint 4 and 113 lb uplift at joint 1. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)54 lb down and 95 lb up at 2-0-0 on top chord,and 29 lb down and 65 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-29(F)10=-13(F) a WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/0302OIS BEFORE USE mill Design valid for use only with Weld)conneckxs.This design Is used only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate tris design into the overall building design. Bracing Indicated is to prevent truckling of Individual truss web and/or chord members only.Addlllond temporary and permanent tracing MiTek' Is always required for stability and to prevent collapse wtth possible personal ui ury and properly damage. l or general guidance regarding the 6904 Parke East Blvd. fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI t Quality Criteria,DS8-89 and SCSI Buldng Component Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.AlexarxLla.VA 22314. Tampa,FL 33610 ll Job I Truss Truss Type • Qty. Ply T11633665 13182TOA I T03 Roof Special Girder 1 1 i i I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:38 2017 Page 1 ID:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-y4W mzL3W Jvw7oN9dM HYb4sU IjmHcg4LmgyHGKBywYj7 2.0-0 4-10-10 6-0-0 2-0-0 2-10-10 1-1-6 6.00 12 Scale:l'=1' 4 Special 4x5= 3x6 4.00H12 2 NAILED .. I 0 I I 3 r 1 m r\ N I r ri--- • - n ,,, 11 $ 3x6 II 6 2x4 II NAILED Special 3x4= 2-0-0 4-10-10 6.0.0 II l 2-10-10 i 1-1-6 Plate Offsets(X,Y)-- [1:0-0.0,0-1-5],[1:0-1-10,0.6-10] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.15 5-6 >473 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.20 5-6 >352 180 BCLL 0.0 ' Rep Stress Inco NO WB 0.02 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be Installed during truss erection,In accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 4=154/Mechanical,5=103/Mechanical,1=260/0-3-8 Max Horz 1=49(LC 8) Max Uplift 4=-89(LC 5),5=-75(LC 4),1_155(LC 4) Max Gray 4=154(LC 1),5=110(LC 3),1=260(LC 1) 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=4th Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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 89 lb uplift at joint 4,75 lb uplift at joint 5 and 155 lb uplift at joint 1. 8)'NAILED"indicates 3-10d(0.148-x3')or 3-12d(0.148-x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)65 lb down and 95 lb up at 2-0-0 on top chord,and 30 lb down and 12 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3.4=-60,5-7=-20 Concentrated Loads(Ib) Vert:6=-29(B)11=-13(B) A WARNING•VarUy design parameters and READ NOTES ON TILS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1603/2015 BEFORE USE N. Design vdkl for use only with Milelr5 connectors.This design Is based only upon promoters shown,and is for an individual building<:ornixnent.not a truss system.Before use,the building designer must verify the apt.'4k:abilN of design parameters and properly incorporate this design into the overdi bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always lerWred for stability and to prevent collapse with possible personal knkay and property damage. For general gukkoice regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informatton available horn Truss Plate institute.218 N.Lee Street-Suite 312.Alexandria VA 22314. Tampa.FL 33610 !Job Truss Truss Type a Qty. Ply i T11633666 13182TOA T04 Half Hip 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:38 2017 Page 1 I D:79jtoW xOG 1 OEk3Cl?dBMoszBOOu-y4W mzL3W Jvw7oN9dMHYb45UJmmCeg3NmgyHGKBywYj7 4-0-0 6-0-0 4-0-0 2-0-0 Scaler 1:14.0 4x5 2 3 X4.00 12 9 1.--1 I ,,, 0 ,-- m t 4 52x4 I 4x6 II 3x5 4.0.0 + 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- [1:0-1-10,0.6-2) LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/defl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.28 5-8 >259 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.24 5-8 >294 180 1 BCLL 0.0 * Rep Stress'nor YES WB 0.08 Horz(TL) -0.11 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP I Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-7-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. i REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-3-8 Max Horz 1=55(LC 12) Max Uplift 3=-42(LC 8),4=-125(LC 12),1=-i38(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-189/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 3,125 lb uplift at joint 4 and 138 lb uplift at joint 1. / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 9(1.7473 rev.101032015 BEFORE USE. id• Design valid for use only with MllekT connectors.this design Is bused only upon parameters shown,and Is(or an I idMdual building component.not a taus system.Before use,the bullring designer must verily the applicability of design parameters and property Incorporate this design into the overall binding 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 collapse with possUle personal injury and properly damage. For general gulakrx:e regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely information available from Truss Plate Institute.218 N.Lee Street.Suite 312.AJexandrkr.VA 22314. Tampa.FL 33610 Job ITruss Truss Type • Qty'< I Ply li I T116336671 13182TOA 1705 Half Hip Girder 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:39 2017 Page 1 I D:?9jtoW xOG 1 OE k3Cl?dBMoszB0Ou-QG48Ah484C2_QXkgw_3gc31 YhAhL PXQv3c 1 gseywYj6 2-0-0 ' 4-0-0 ii 2-0-0 2-0-0 Special Scale=1:11.7 3 4 I 6.00 12 4x5 — 4x5-..--- 2 2 . 1 I I 1 a 6 5 2x4 II Special 3x6 l l 2-0-0 4-0-0 2-0-0 I 2-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0.51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.05 6 >900 180 BCLL 0.0 * Rep Stress Incr NO WB 0.03 Horz(TL) 0.04 4 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=161/0-5-8,4=58/Mechanical,5=104/Mechanical Max Horz 1=42(LC 8) Max Uplift 1=-39(LC 8),4=-42(LC 4),5=-31(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;6=4511;L=24ft;eave=411;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 39 lb uplift at joint 1,42 lb uplift at joint 4 and 31 lb uplift at joint 5. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 117 lb up at 2-0-0 on top chord,and 23 lb down and 10 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+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:6=-8(B) 1 f 0 WARNING-Vastly dss/yn paranrsfas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.11/3,2015 BEFORE USE. mit Design valid for use only with MM1eloT1 connectors.This design is based only upon parameters shown.arid is for an indivk dal buldirsg component.not a truss system.Before use.the bilking designer must verify the gplicablity of design parameters and properly 6icorporate this design into the overall buldtrlg design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection mai bracing of trusses and truss systems.saeANSI/TPt1 Quality CrHarla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdlable horn Buss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type a City' Ply 111633668 13182TOA I T06 Roof Special Girder 1 I 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:41 2017 Page 1 I D:?9jtoW xOG1 OEk3CI?dBMoszBOOu-Nf BubMSOcgJigrtC 1 P6IhU6iR_CCtB6C W wW wwW ywYj4 4-0-0 7.7.8 10.10-0 10,11-8 13-9-4 16.0.12 16-10-8 4-0-0 } 3-7-8 3-2-8 0-1-8 2-9-12 2-3-8 '0-9-12 Scale=1:29.0 SPECIAL INDICATES THAT NOT ALL HANGERS 7x10 HAVE BEEN DESIGNED. TYPICAL. 2x4 11 12 3 44x5= 6.00 5 .il 0 e 4x10= 2x4 2x4 II lai 5x12= 4x5 7 Special 9 , 0 m v 2 � N 1 j o ay III III 1 (i} I ' to Aill �r 11115'.-��■. oil 1 - a I I I I: I I —1!_, , I id I I .e� o= 20 14 21 13 22 23 12 24 11 25 4 Fr NAILED 2x4 11 NAILED 6x12= NAILED 2x4 I I NAILED 4x10= NAILED 10 3x8 " 5x6 NAILED NAILED NAILED 4-0-0 7-7-810-11-8 13-9-4 I 16-10-8 1 4-0-0 i 3-7-8 3-4-0 2-9-12 3-1-4 Plate Offsets(X,Y)-- I1:0-3-8,Edge],13:0-4-8,0-2-0],16:0-3-8,0-2-0],110:0-2-12,0-2-8],111:0-2-4,0-2-0],113:0.5-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.14 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Verl(TL) -0.32 12-13 >635 240 BOLL 0.0 ' Rep Stress Incl NO WB 0.98 Horz(TL) 0.06 10 n/a ri/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.13 12-13 >999 240 Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 10-13:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1763/0-5-8,10=4761/0-3-8 Max Horz 1=145(LC 8) Max Uplift 1=-413(LC 5),10=-927(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2759/685,3-4=-3689/867,4-5=-349/75,6-7=-6190/898,7.8=-6190/898 BOT CHORD 1-14=-664/2355,13-14=-668/2361,12-13=-1395/7479,11-12=-1442/7889, 10-11=-479/2567 WEBS 3-13.299/1710,4-13=-169/1031,4-6=-3626/867,6-13=-4073/517,6-11=-1825/586, 7-11=-1007/0,8-11.473/4096,8-10=-5036/936 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psl;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 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint 1 and 927 lb uplift at joint 10. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"(3.25")toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2257 lb down and 726 lb up at 16-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1 Continued on Daae 2 sans_ A WARNING-Verily design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rat'.10/03/2016 BEFORE USE Design valid for use only with Milebn connectors.Ibis design k based only upon parameters shown.and Is for an Individual building component.not a Hulse system.Before use,the building designer must verily the applIcctt:Ally of design parameters and properly Incorporate Itsis design into the overall building design. Ito r..Ing Indicated is to prevent buckling of individual truss wel and/or chord members only.Additional temporary and permanent tracing MiTek' Is always respired for stability and to prevent callose with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erecton and bracing of trusses and buss systems.seeoANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 J Job — ITruss Truss Type • Qty` Ply �f T11633668 13182TOA •706 Roof Special Girder 1I 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:41 2017 Page 2 ID:79jtoWxOG1 OEk3Cl?dBMoszB00u-NfBubM5OcgJigrtC1 P61hU6iR_CCIB6CWwWwwWywYj4 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-5=-100,6-9=-334,10-15=-10 Concentrated Loads(Ib) Vert:14=-150(F)11=-150(F)8=-2124 20=-94(F)21=-150(F)22=-150(F)23=-150(F)24=-150(F)25=-152(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-80,3-5=-80,6-9=-294,10-15.10 Concentrated Loads(Ib) Vert:14=-132(F)11=-132(F)8=-1738 20=-83(F)21=-132(F)22=-132(F)23=-132(F)24=-132(F)25=-133(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-5=-20,6-9=-194,10-15=-30 Concentrated Loads(Ib) Veil:14=-99(F)11=-99(F)8=-965 20=-71(F)21=-99(F)22=-99(F)23=-99(F)24=-99(F)25=-104(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=13,3-5=44,6-19=-43,9-19=-64,10-15=-6 Horz:1-3=-23,5-6=-15 Concentrated Loads(Ib) Ven:14=81(F)11=81(F)8=726 20=40(F)21=81(F)22=81(F)23=81(F)24=81(F)25=80(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=19,3-5=44,6-9=-43,10-15=-6 Horz:1-3=-29,5-6=-36 Concentrated Loads(Ib) Vert:14=81(F)11=81(F)8=726 20=40(F)21=81(F)22=81(F)23=81(F)24=81(F)25=80(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-30,3-5=-21,6-9=-211,10-15=-10 Horz:1-3=10,5-6=43 Concentrated Loads(Ib) Vert:14=85(F)11=85(F)8=-1272 20=44(F)21=85(F)22=85(F)23=85(F)24=85(F)25=83(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pH) Vert:1-3=-6,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=-14,5-6=-6 Concentrated Loads(Ib) Vert:14=85(F)11=85(F)8=-724 20=44(F)21=85(F)22=85(F)23=85(F)24=85(F)25=83(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=31,3-5=31,6-9=-68,10-15=-6 Horz:1-3=-41,5-6=-49 Concentrated Loads(Ib) Vert:14=81(F)11=81(F)8=483 20=40(F)21=81(F)22=81(F)23=81(F)24=81(F)25=80(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=16,3-5=16,6-9=-98,10-15=-6 Horz:1-3.26,5.6=-34 Concentrated Loads(ib) Vert:14=81(F)11=81(F)8=194 20=40(F)21=81(F)22=81(F)23=81(F)24=81(F)25=80(F) 10)Dead+0.6 MW FRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=1,5-6=9 Concentrated Loads(Ib) Vert:14=85(F)11=85(F)8=-724 20=44(F)21=85(F)22=85(F)23=85(F)24=85(F)25=83(F) 11)Dead+0.6 MW FRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=1,5-6=9 Concentrated Loads(Ib) Vert:14=85(F)11=85(F)8=-724 20=44(F)21=85(F)22=85(F)23=85(F)24=85(F)25=83(F) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-3=-20,3-5=-20,6-9=-174,10-15=-10 Concentrated Loads(Ib) Vert:14=-76(F)11=-76(F)8=-579 20=-49(F)21=-76(F)22=-76(F)23=-76(F)24=-76(F)25=-77(F) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Ven:1-3=-87,3-5=-81,6-9=-321,10-15=-10 Horz:1-3=7,5-6=33 Concentrated Loads(lb) Vert:14=55(F)11=55(F)8=-2257 20=28(F)21=55(F)22=55(F)23=55(F)24=55(F)25=54(F) 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Continued on nage 3 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1101-7473 rev.1003/2015 BEFORE USE Design valid for use only with MIleirb connectors.This design is based only upon parameters shown,and is for an Individual building component.mol a taus system.Before use,the bulking designer must verily the grplicabIity of design parameters and properly Incorlorarte this design Edo the overall building design. Bracing Indicated Is to prevent buckling of individual truss web arid/or chord rieinbers only. Additional temporary and permanent bracing MiTek* is always required tel stability and to prevent collapse with possble personal Inpsy and properly damage. For general guidance regarding the fabrIcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bed. Safely Information available from Truss Plate Institute,2111 N.Lee Street,Suite 312,Nexandrkj,VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type a Oty' Ply T11633668 13182T0A T06 Roof Special Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256. 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:41 2017 Page 3 ID:?9jtoWxOG10Ek3C1?dBMoszBOOu-NfBubM5OCgJigrtC1 P6IhU6iR_CCtB6CW WWwwWywYj4 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-70,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=-10,5-6=-5 Concentrated Loads(lb) Vert:14=55(F)11=55(F)8=-1847 20=28(F)21=55(F)22=55(F)23=55(F)24=55(F)25=54(F) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=1,5-6=6 Concentrated Loads(Ib) Vert:14=55(F)11=55(F)8=-1847 20=28(F)21=55(F)22=55(F)23=55(F)24=55(F)25=54(F) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-5=-81,6-9=-300,10-15=-10 Horz: 1-3=1,5-6=6 Concentrated Loads(Ib) Vert:14=55(F)11=55(F)8=-1847 20=28(F)21=55(F)22=55(F)23=55(F)24=55(F)25=54(F) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-5=-100,6-9=-254,10-15.10 Concentrated Loads(Ib) Vert:14=-150(F)11=-150(F)8=-2124 20=-94(F)21=-150(F)22=-150(F)23=-150(F)24=-150(F)25=-152(F) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-5=-100,6-9=-334,10.15=-10 Concentrated Loads(ib) Vert:14=-150(F)11=-150(F)8=-2124 20=-94(F)21=-150(F)22=-150(F)23=-150(F)24=-150(F)25=-152(F) 19)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-5=-80,6-9=-234,10-15=-10 Concentrated Loads(Ib) Vert:14=-132(F)11=-132(F)8=-1738 20=-83(F)21=-132(F)22=-132(F)23=-132(F)24=-132(F)25=-133(F) 20)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(p11) Vert:1-3=-20,3-5=-80,6-9=-294,10-15=-10 Concentrated Loads(Ib) Vert:14=-132(F)11=-132(F)8=-1738 20=-83(F)21=-132(F)22=-132(F)23=-132(F)24=-132(F)25=-133(F) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=13,3-5=44,6-19=-43,9-19=-64,10-15=-6 Horz:1-3=-23,5-6=-15 Concentrated Loads(Ib) Vert:14=-106(F)11=-106(F)8=726 20=-65(F)21=-106(F)22=-106(F)23=-106(F)24=-106(F)25=-107(F) • 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=19,3-5=44,6-9=-43,10-15=-6 Horz:1-3=-29,5-6=-36 Concentrated Loads(Ib) Vert:14=-106(F)11=-106(F)8=726 20=-65(F)21=-106(F)22=-106(F)23=-106(F)24=-106(F)25=-107(F) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-30,3.5=-21,6-9=-211,10-15=-10 Horz:1-3=10,5-6=43 Concentrated Loads(Ib) Vert:14=-102(F)11=-102(F)8=-1272 20=-61(F)21=-102(F)22=-102(F)23=-102(F)24=-102(F)25=-103(F) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-6,3-5=-21,6-9=-182,10.15=-10 Horz:1-3=-14,5-6=-6 Concentrated Loads(Ib) Vert:14=-102(F)11=-102(F)8=-724 20=-61(F)21=-102(F)22=-102(F)23=-102(F)24=-102(F)25=-103(F) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=31,3-5=31,6-9=-68,10-15=-6 Horz:1-3=-41,5-6=-49 Concentrated Loads(Ib) Vert:14=-106(F)11=-106(F)8=483 20=-65(F)21=-106(F)22=-106(F)23=-106(F)24=-106(F)25=-107(F) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=16,3-5=16,6-9=-98,10-15=-6 Horz:1-3=-26,5-6=-34 Concentrated Loads(Ib) Vert:14=-106(F)11=-106(F)8=194 20=-65(F)21=-106(F)22=-106(F)23=-106(F)24=-106(F)25=-107(F) 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Continued on Daae 4 V WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111.7473 rev.10103122015 BEFORE USE. Design valid for use only with MIlekS)connectors.This desl{xn Is based only upon txxarneters shown,and Is for an individual building component,not cr truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with posilble personal injury and property damage. For general guidance regarding the fctxlcatkxn,storage,delivery,erection and Lracing of trusses and truss systems.seeANSI/1PI1 Qualty Criteria.OSB-$9 and BCSI Building Component 6904 Parke East Blvd. Safely Information available horn Truss Plato institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type ' City` Ply T11633668 13182TOA T06 Roof Special Girder 1 2 Job Reference(optional_ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:41 2017 Page 4 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-NtBubM5OcgJigrtC1 P61hU6iR_CCtB6CWwWwwWywYj4 LOAD CASE(S) Standard Uniform Loads(pif) Vert:1-3=-21,3-5=-21,6-9.182,10-15=-10 Horz:1-3=1,5-6=9 Concentrated Loads(Ib) Vert:14=-102(F)11=-102(F)8=-724 20=-61(F)21=-102(F)22=-102(F)23=-102(F)24=-102(F)25=-103(F) 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-21,3-5=-21,6-9=-182,10-15=-10 Horz:1-3=1,5-6=9 Concentrated Loads(Ib) Vert:14=-102(F)11=-102(F)8=-724 20=-61(F)21=-102(F)22=-102(F)23=-102(F)24=-102(F)25=-103(F) 29)Reversal:Dead+0.75 Root Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-87,3-5=-81,6-9=-321,10-15=-10 Horz:1-3=7,5-6=33 Concentrated Loads(Ib) Vert:14=-137(F)11=-137(F)8=-2257 20=-83(F)21=-137(F)22=-137(F)23=-137(F)24=-137(F)25=-139(F) 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p11) Vert:1-3=-70,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=-10,5-6=-5 Concentrated Loads(Ib) Vert:14=-137(F)11=-137(F)8.1847 20=-83(F)21=-137(F)22=-137(F)23=-137(F)24=-137(F)25=-139(F) 31)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-3=-81,3-5=-81,6-9=-300,10.15=-10 Horz_1-3=1,5-6=6 Concentrated Loads(Ib) • Vert:14=-137(F)11=-137(F)8=-1847 20=-83(F)21=-137(F)22=-137(F)23=-137(F)24=-137(F)25=-139(F) • 32)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pif) Vert:1-3=-81,3-5=-81,6-9=-300,10-15=-10 Horz:1-3=1,5-6=6 Concentrated Loads(Ib) Vert:14=-137(F)11=-137(F)8=-1847 20=-83(F)21=-137(F)22=-137(F)23=-137(F)24=-137(F)25=-139(F) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AI•7473 rev.10052015 BEFORE USE. Design valid for use only with Milek&connectors.1Ns design k based only upon parameters shown.and Is for an txNvld al buAding component.not a truss system.Before use,the building designer must verity the a prlicabAlty of design parameters and properly incorporate 119s design Into the overall building design. !tracing indicated Is to prevent budding of individual truss web and/or chord members only. Additional temporary and perrnrnent tracing MiTek' is always required for stability and to prevent collapse with possible personal k1*ry and property damage. For general guidance regarding the 6904 East Blvd. fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSt/TPI1 Quality Criteria.DS9-89 and SCSI Building Component 9Parke,FEast Safely Information avallabto from Truss Plate hstllute.218 N.Lee Street.Suite 312.Alexandrla.VA 22314. • Job Truss Truss Type Ott IPly 111633669 13182T0A I T07 !Roof Special 1 1 !Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:42 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-rrtGoi61 N7RZH_SOb7dXEiftaNcncfW MIaF UTzywYj3 5.8.4I 10-10-0 10-111-8 13.9.4 i 16-10-8 5.8.4 5.1.12 0.1-8 2.9.12 3.1-4 Scale=1:29.1 7x10= 4x5 II 3 18 19 4 6.001T Li 16 17 I Special - 2x4 I I 4x10= 0 4x56x12— 6 7 2 5 . A1 ` • 20 21 E 0.- 11 10 9 0 7x14 MT2OHS= 2x4 I' 4x12= 8 4x10 II 3x4 I, 5-8-4 10-11-8 13-9-4 I 16-10-8 5-8-4 5-3-4 2-9-12 3-1-4 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,[3:0-4-4,0-2-0],[4:Edge,0-3-81,15:0-5-8,0-3-01,[9:0.2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.20 10-11 >983 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.40 10-11 >499 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.90 Horz(TL) 0.07 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.13 10-11 >999 240 Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins, 5-7:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. 8-11:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,In accordance with Stabilizer 4-10,7-9:2x4 SP No.2,5-11:2x6 SP No.2 Installation guide. I SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1125/0-5-8,8=1333/0-3-8 Max Horz 1=225(LC 12) Max Uplift 1=-137(LC 9),8=-230(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1702/297,4-5=-271/111,5-6=-3061/512,6-7=-3061/512,7-8=-1287/255 BOT CHORD 1-11=-442/1416,10-11=-720/4729,9-10=-757/4868 WEBS 3.11=-65/848,3-5=-1422/363,5-11=-3331/285,5-9=-1923/260,6-9=-435/125, 7-9=-521/3140 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst;BCDL=3.Ops1;h=2511 6=4511;L=24ft;eave=41t;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 5-8-4,Exterior(2)5-8-4 to 8-8-4,Interior(1)10-8-4 to 16-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 lb uplift at joint 1 and 230 lb uplift at joint 8. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-3=-100,3-4=-100,5-7=-100,8-12=-10 Concentrated Loads(Ib) Vert:20=-618 fA WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Aq•7/73 rev.10/03/201S BEFORE USE. mitDesign valid for use only with Miteke connectors.Itis design is based only upon parameters shown.and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design promoters meters and properly Ylcorporate Ibis design Into the overall brilding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the tabrlcatkn,storage.delivery,erection and/bracing of trusses and truss systems,seeANSI/1P11 Quality Criteria.DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexanckia.VA 22314. Tampa.FL 33610 Job 'Truss Truss Type Ur 1)1Y T11633670I 13182TOA I I TO8 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:43 2017 Page 1 ID:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-J 1 J1027f8RZPv81 b9g8mnvB4Pnx0L77V_E?1?PywYj2 7-8,4 10-10-0 10-11-8 13-9-4 16-10-8 7-8-4 I 3-1-120-1-8l 2-9-12 I 3-1-4 7510% Scale=1:29.6 2x4 II 3 4 .i C 6.00-1-2- 17 0 16 41 2x4 II 4x10= a 4x5 16 6x12- 6 2011 5 '. 1 — 0 1111 , ®18 19 . 'IHi ji q d 11 10 9 7x14 MT2OHS= 2x4 II 4x12= 8 4x10 II 3x4 II 7-8-4 10-11-8 13-9-4 16-10-8 I l 7-8-4 l 3-3-4 I 2-9-12 I 3-1-4 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,13:0-4-8,0-2-01,15:0-5-8,0-2-121,19:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.16 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.33 10 >608 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(TL) 0.06 8 rile n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.11 10 >999 240 Weight:95 lb FT=20% -- LUMBER- BRACING- TOP CHORD 2x4 SP SS`Except' TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, 3-4:2x4 SP No.2,5-7:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP SS`Except' SOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. 1-11:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3'Except* be installed during truss erection,in accordance with Stabilizer 5-11:2x6 SP No.2,7-9:2x4 SP No.2 Installation guide. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=1130/0-5-8,8=1328/0-3-8 Max Horz 1=314(LC 12) Max Uplift 1=-105(LC 12),8.226(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1623/208,5-6=-3035/583,6-7=-3035/583,7-8=-1287/282 BOT CHORD 1-11.437/1311,10-11=-847/4858,9-10=-882/4924 WEBS 3-11=-197/1611,3-5=-1996/500,5-11=-3723/430,5-9=-2011/319,6-9=-376/130, 7-9=-594/3112 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=4511;L=24ft;eave=oft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-4,Exterior(2)7-8-4 to 10-8-4,Interior(1)10-8-4 to 16-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 1 and 226 lb uplift at joint 8. LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-4=-100,5-7=-100,8-12=-10 Concentrated Loads(Ib) Vert:18=-618 mit A WARNING-Vally**sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10103/2015 BEFORE USE , Design vdld for use only with MIkokb connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use-the balking designer must verify the applicability of design parameters and properly ircorporate this design into the overall banding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary aril permanent bracing MITek• Is always required for stability and to prevent collapse with possible personal bitty and property damage. For general guidance regarding tux: fabrication,storage,delivery.erection and bracing of trusses and truss systems,seoANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Teas Plate Institute.218 N.Lee Street.Suite 312,Plexancirla.VA 22314. Tampa,FL 33610 Job Truss Truss Type a Ott/ f Ply ( — T11633671 13182TOA T09 I Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:43 2017 Page 1 I D:?9jtoW xOG 1 OEk3C1?dBMoszBOOu-J 1 Jf027f8RZPv81 b9gemnvB2_nxFL67V-_E?1?PywYj2 10.11.8 5.7-8 9.8-4 10-10.0 ., 139.4 i 16-10-8 1 5-7-8 4-0-12 ' 1-1-120.1-8 2-9-12 3-1-4 3x6= 3x5 II ' Scale=1:34.5 4 5 -mos 1 6.00,122 4x5 i 18 3 �� o ,gSrh 17 2x4 I 4x10= 4x5 i 6x12— 7 8 2 m o ,�111 _tel ��_���G= , eMil 12 11 10 0.40. 4x10 Il 7x14 MT2OHS= 2x4 I I 4x12= 3x4 I: 5-7.813.9.4 16-10-8 I 5-7-8 8-1-12 I 3-1-4 I Plate Offsets(X,Y)-- [1:0-3-8,Edgel,[4:03.0,0-2.01,[5:Edge,0-3-81,[6:0-5-8,0-4-81,[10:0-2-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lord) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 I Vert(LL) -0.24 11-12 >850 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 1 Vert(TL) -0.47 11-12 >431 240 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Inc/ NO WB 0.94 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.14 11-12 >999 240 Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, 6-8:2x6 SP No.2 except end verticals. • BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. 9-12:2x4 SP SS WEBS 1 Row at midpt 6-12 WEBS 2x4 SP No.3`Except* MiTek recommends that Stabilizers and required cross bracing 5-11,8-10:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (lb/size) 1=1130/0-5-8,9=1328/0-3-8 Max Horz 1=404(LC 12) Max Uplift 1=-79(LC 12),9=-219(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1737/173,6-7=-3038/642,7-8=-3038/642,8-9=-1285/302 BOT CHORD 1-12=-541/1457,11-12=-875/4794,10-11=-964/4904 WEBS 3-12=-64/820,6-12=-3386/340,3-6=-1527/404,6-10=-1986/342,7-10=-393/141, 8-10=-656/3115 NOTES- 1)Unbalanced root live loads have been considered for this design. • 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=3.Opsh h=25ft;B=45ft;L=24f1;eave=4lt;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-4,Exterior(2)9-8.4 to 10-8-4,Interior(1)10-8-4 to 16-8-12 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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 1 and 219 lb uplift at joint 9. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-100,4-5=-100,6-8=-100,9-13=-10 Concentrated Loads(Ib) Vert:19=-618 A WARNING-Verify design paremerere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7479 rev.10/03/2015 BEFORE USE. NI Design valid for use only with Mi IMOD connectors.114s design k bused only upon parameters shown.and Is for an Individual building component.not a hiss system.Before use.the building designer must verify the appiMatAlty of design pxxamelers and property incorporate this design kilo the overall balding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional ternpxaary and permanent tracing Welk' is always required for stabitly and to prevent collapse with possible personal Injury and Properly damage. for general guidance regarding the fabrtcatkxn-storage,delivery,erection c di bracing of trusses and truss systems.see-ANSI/1PI l Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliabte from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job__ Truss I Truss Type ' Oty' I Ply T11633672 13182TOA IT13 'Halt Hip 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:44 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-nEt1 DO7HvIhGXlcnjXf?J7kDpBHP4Y2eCulbXrywYj1 5-7.8 10-10-0 10-111.8 13-11-0 16-10-8 5-7-8 5-2-8 011.8 2-11-8 2-11-8 Scale=1:35.2 4 3x .1 6.00112 4x5 i 17 3 .. irill.4%44%44444 16 2x4 II 4x10= 4x5 8x12= 6 7 2 iii- 1°14.4 -1 ill ME r r lirl: C4 ►rI/ 11 10 9 4 4x10 II 7x14 MT2OHS= 2x4 I 4x12= 2x4 11 5-7-8 10.11.8I 13-11-0 i 16-10-8 5-7-8 5-4-0 2-11-8 2-11-8 Plate Offsets(X,Y)-- 11:0-3-8,Edgel,15:0-5-8,0-4-81,19:0-2-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 1 Vert(LL) -0.24 10-11 >841 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.81 I Vert(TL) -0.47 10-11 >427 240 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.96 1 Horz(TL) 0.08 8 Na rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS I Wind(LL) 0.14 10-11 >999 240 Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, 5-7:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 6-6-2 oc bracing. 8-11:2x4 SP SS WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 4-10,7-9:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SP No.2 1-6-0 Installation guide. 1 REACTIONS. (lb/size) 1=1130/0-5-8,8=1328/0-3-8 Max Horz 1=447(LC 12) Max Uplift 1=-65(LC 12),8=-214(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1740/147,5-6=-2940/677,6-7=-2940/677,7-8=-1290/323 BOT CHORD 1-11=-574/1461,10-11=-994/4834,9-10=-1077/4912 WEBS 3-11=-86/826,3-5=-1561/446,5-11=-3422/427,5-9=-2089/424,6-9=-400/141, 7-9=-698/3042 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25f1;B=45ft L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3.0-0 to 16-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 65 lb uplift at joint 1 and 214 lb uplift at joint 8. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-100,5-7=-100,8-12=-10 Concentrated Loads(lb) Vert:18=-618 I 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 919.7473 rev.1010312015 BEFORE USE. mi. Design vdld for use only with Milek'a connectors.this design is based only upon parameters shown.and Is for an Indivkixlt building component,not a truss system.Before use,the building designer must verity the apc4licabllty of design parameters and properly incorporate this design unto the overall bulking design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always regaled for stability and to prevent collapse with possible personal in$ay and properly damage. For general guidance regarding the Wtrlcation.storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria.DSB-89 and BCSt Building Component 6904 Parke East Bald. Safety Informallon available from truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. 1 Tampa.FL 33610 Job (Truss Truss Type ' Qty' Ply T116336731 13182TOA T14 Roof Special 4 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:45 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-FORPRk8vf2p78SBzGFAEsKHTZbgKp9koRYU84HywYjO 5-5.12I 10.11-8 11-6-9 5-5-12 5-5-12 0-6-8 Scale=1:33.7 4 5 2x4 r I 6.0012 4x5 14 3 iles 13 4x5* 2 1 ' I i di In �o .,...... ►� a 7 6 3x8 f1 2x4 11 4x5= 5-5-12 10.11.8 11-6-9 I 5-5-12 I 5-5-12 0-6- Plate Offsets(X,Y)-- [1:0-3-8,Edge1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid J PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.19 7-8 >709 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.36 Horz(TL) 0.01 6 iVa n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-MS Weight:60 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 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=453/0-5-8,6=413/0-3-8 Max Horz 1=220(LC 12) Max Uplift 1=-57(LC 12),6=-162(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-579/102 BOT CHORD 1-8=-288/473,7-8=-288/473 WEBS 3-8=-5/277,3-7=-522/314 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0ps1;h=25ft;B=451t;L=24ft;eave=4it;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 10-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 162 lb uplift at joint 6. 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M167473 rev.I0/03 OI5 BEFORE USE. f Design valid for use only with Mlleka connectors.this design Is based only upon parameters shown,and is for an individual building component,rrot la a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' i is always required for stability and to prevent collapse with possible personal inlay and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication.storage,delivery,erection and bracing of trusses and buss systems.seeANSVIPII Quality Criteria.03849 and BCSI Building Component Safety Information available hour Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty' Ply — - 711633674 113182TOA T15 Common 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:46 2017 Page 1 I D:?9jtoW xOG 1 OEk3C1?dBMoszBOOu-jc?ne49XOMx.-mcmAgyhTOYpfw?zvYdOxgCEhckywYj? 6-4.4l 10-11-8 15-6-12 22-6-0 I6 4 4 4-7-4 4-7-4 6-11-4 Scale=1:40.4 6x6= 4 6.00 12 /1\18 2x4 11 2x4 11 3 5 Id 1 r, 16 19 4x5 i I 2 o� 1 9 � — -- 60 a • 11`b i d xg B 20 21 7 3x8 II 4x5= 7x6= 4x5= 6-4-4 15.6.12 22-6-0 6-4-4 I &2-8 l 6-11-4 Plate Offsets(X,Y)-- i1:0-2-12,0.0-11,14:0.3-0,0-2-41 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.22 7-8 >999 240 MT20 244/190 TCDL 10.0 � Lumber DOL 1.25 BC 0.74 Vert(TL) -0.51 7-8 >527 180 BCLL 0.0 ' I Rep Stress Ina YES WB 0.27 Horz(TL) 0.04 6 Na n/a BCDL 10.0 I Code FBC2O14/TPI2007 Matrix-MS . Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=900/0-5-8,6=900/0-3-8 Max Horz 1=-133(LC 10) Max Uplift 1=-236(LC 12),6=236(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1387/451,3-4=-1373/578,4-5=-1471/601,5-6=-1503/471 BOT CHORD 1-8=-287/1206,7-8=-158/842,6-7=-318/1263 WEBS 3-8=-304/252,4-8=-214/609,4-7=-250/746,5-7=-370/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opst;h=25ft;B=45ft;L=24ft;eave=oft 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 10-11-8,Exterior(2)10-11-8 to 13-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 236 lb uplift at joint 1 and 236 lb uplift at joint 6. 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MI1ekIS connectors.this design is tired only upon parameters shown.and Is for on kidivkkwl bulding component.not I a truss system.Before use,the hufkiing designer must verity the applicability of design puraneters and properly Incorporate this design Into the overall txHU I('design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Ads Mlnol temporary and permanent bracing lei• Is always reguked for stability and to prevent collapse with possible personal k*iy and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd. • Safety Information available from truss Plate institute.218 N.Lee Street.Site 312,Alexandria.VA 22314. Tampa.FL 33610 • Job Truss Truss Type Q4'` Ply T11633675 13182TOA IT16 Common 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:46 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszB00u-jc?ne49XQMx_mcmAgyhTOYpt4?zhYezxgCEhckywYj? 6-4-4I 10-11-8 i 15-6-12 21-11-0 6-4-4 4-7-4 4-74 6-4-4 Scale=1:40.1 6x6= 4 6.00 FITt9 20 2x4 1 2x4 11 5 3 N. 21 18 4x5 4x5 6 2 7 1 1 O I � d I : � d, O22 23 9 a 3x8 II 6x6= 4x5= 3x8 11 6-4-4 15-6.12I 21-11-0 l 6-4-4 9-2-8 6-4-4 Plate Offsets(X,Y)-- 11:0-2-12,0.0-11,14:0-3-0,0-2-41,17:0.4-13,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -022 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.54 8-9 >487 180 BCLL 0.0 * Rep Stress'nor YES WB 0.23 HOrz(TL) 0.05 7 n/a n/a BCDL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:1081b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. ' REACTIONS. (lb/size) 1=877/0.5-8,7=877/0-5-8 Max Horz 1=129(LC 11) Max Uplift 1=-230(LC 12),7=-230(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1343/438,3-4=-1316/555,4-5=-1330/565,5-7=-1345/437 BOT CHORD 1-9=-289/1170,8-9=-157/799,7-8=-288/1132 WEBS 4-8=-214/618,5-8=-303/251,4-9=-204/609,3-9=-298/246 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.Ops1;h=25ft;B=45ft;L=24ft;eave=4lt Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 13-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.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.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 230 lb uplift at joint 7. A WARNNNO-Mt"design param.Nrs and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 411-7473 rev.1003/2015 BEFORE USE. M. Design valid for use only with MitekS connectors.This design is based only upon parameters shown.and Is fa an Individual bulking component,not a truss system.Before use,the building designer roust verify the applicability of design paameters and properly incorporate this design Into the overall biding design. Bracing Indicated is to prevent buckling of IrrdMdual truss web and/or chord members only. Additional temporaay and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delNery,erection and tracing of trusses and truss systems-seeANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BHd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexorrdda.VA 22314. Tampa.FL 33610 Job I Truss Truss Type ay. Ply T11633676 13182TOA T17 Hip 1 1 _L Job Reference(optional) Building Component Supply, Jacksonville.FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:47 2017 Page 1 ID:?9jtoW xOG 1 OEk3Cl?d BMoszBOOu-BpY9rOA9Bg3rOmLMOgDixIMpIOJI H515vszF8AywYj_ 6-4-4I— -4-4 _ 10-0-0 _10-11-811.11.0_ 15-6-12 __ —_ ___ 21.11-0 � 6-4-4 3-7-12 0.11.8 0.11-8 3- -- I11t 7.12 6-4-4 Scale=1:39.1 3x6_ 5x6= 3x6= 4 5 6 6.001-12 2x4 I I 2x4 II 7 3 22 21 • 23 /' 20 4x5 i 4x5 8 12 9 1 * 1 l. 11 24 25 10 3x811 6x6= 4x5= 3x8 II 6-4-4 15-6.121 21-11.0 I 6-4-4 l 9-2-8 6-4-4 Plate Offsets(X,Y)-- [1:0-2-12,0.0-11,(4:0-3-0,0-2-01,(5:0-3-0,0-3-0],(6:0-3-0,0-2-01,[9:0-4-13,0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.51 10-11 >512 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=877/0-5-8,9=877/0-5-8 Max Horz 1=-i18(LC 10) Max Uplift 1=-230(LC 12),9=-230(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1335/467,3-4=-1290/586,4-5=-1111/562,5-6=-1122/571,6-7=-1301/596, 7-9=-1337/465 BOT CHORD 1-11=-342/1142,10-11=-193/798,9-10=-330/1122 WEBS 3-11=-245/254,5-11=-221/556,5-10=-231/563,7-10=-247/258 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 11-11-0,Interior(1)16-1-15 to 21-11-0 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 20.0psf 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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 230 lb uplift at joint 9. 1111 f 0 WARNING-Verify design patrimony.and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7173 rev.10/03/2015 BEFORE USE. Design valkf for use only with Milekm connectors.This design Is based only upon Ixuameters shown.and Is for an individual building component.not a truss system.Before use.the balking designer must verify the applicability of design lxxameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Yyuy and properly darneule. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Bolding Component , 6904 Parke East Blvd. Safety Informallon avalable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Obi Ply 711633677 13182T0A T18 Hip 1 1Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:48 2017 Page 1 I D:?9jtoW xOG1 OEk3C1?dBMosz800u-g?6X3m8oyzBi?vwYyNlorUzvwOogiOaW E7WjotcywYiz 8-0-0 13.11.021-11-0 i 8-0-0 I 5-11-0 8-0-0 Scale-1:37.2 6x6 \\ 6x6 1/ 3 19 20 4 T 6.0012 21 18 22 ao 17 e 4x5 4x5 2 5 1 1 6 I ill. 8 7 3x8 I I 6x6= 2x4 II 3x8 II 8-0-0 13-11-0I 21-11-0 t 8-0-0 5-11.0 8-0-0 Plate Offsets(X,Y)-- 11:0-2-12,0-0-5],[6:0-4-13,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.40 8-11 >665 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.52 8-11 >502 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.08 6 n/a n/a 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 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 , be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=877/0-5-8,6=877/0-5-8 Max Horz 1=-94(LC 10) Max Uplift 1=-230(LC 12),6=-230(LC 12) Max Gray 1=879(LC 17),6=879(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1286/491,3-4=-1084/497,4-6=-1286/491 BOT CHORD 1-8=-310/1095,7-B=-308/1101,6.7=-309/1093 WEBS 3-8=0/263,4-7=0/263 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=451t;L=24ft;eave=oft;Cat. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 18-1-15,Interior(1)18-1-15 to 21-11-0 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 230 lb uplift at joint 6. F ith A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.10 D3 2015 BEFORE USE Design valid for use only with MIIek s.connectors.This design k based only upon paamelers shown,and Is for an individual bulding component,not o truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall bolding design. MMachhg indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required(or stability and to prevent collapse with possble personal Iryury and properly damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiabde from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria.VA22314. Tampa.FL 33610 Job Truss Truss Type • Oty' Ply T11633678 13182TOA 1T19 Hip Girder 1 1 Job Reference(optional) J Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:49 2017 Page 1 I D:?9jtoW xOG1 OEk3C I?dBMoszBOOu-8BgwG6BOjHJZd3U1V5FA0ARDfC3310EOMASMC3ywYiy i 3.0-0 5-4-0 { 6-8-0 I 8-0-0 I 9-4-0 10-8-0 13-0-0 I 15-9-8 3-0-0 2.4.0 1-4-0 1-4-0 1-4-0 1-4-0 2-4-0 2-9-8 5x6= Scale=1:29.1 10 38 3912 8 NAILED P NAILED NAILED5x6* 6 14 5x6 7x10 7x10 9 NAILED NAILED 6.001712- 3 _ AILED — 7 d' i 110 9'- . .. Special . VI . :O,,t,_ �� �� n n �� 16 �� 31 4x5 4x51 -4 17 co i 2� 18 N N 4110° Iccl nn �" nn nn �i -A Ill nn � ��� r�n 32 21 33 34 20 35 36 19 37 NAILED NAILED NAILED NAILED 4x10=NAILED NAILED NAILED Special 3x8 11 3x8 11 3-0-0 } 8-0-0 I 13-0-0 I 15-9-8 { 3-0-0 5-0-0 5-0-0 2-9-8 Plate Offsets(X,Y)-- 11:0-3-8,Edge),(3:0.3-0,Edge),14:0-0-12,EdgeL 115:0-0-4,Edge1,116:0.3.0,Edge),118:0-5-9,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.38 Vert(LL) 0.04 20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.09 19-20 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.03 18 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:106 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. 3-16:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):9 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer l Installation guide. REACTIONS. (lb/size) 1=743/0-5-8,18=767/Mechanical Max Horz 1=83(LC 24) Max Uplift 1=-530(LC 8),18=580(LC 8) Max Gray 1=761(LC 29),18=898(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1102/720,3-4=-1244/718,4-5=-845/565,5-7=-845/565,7-9=-845/565, 9-11=-845/565,11-13=-845/565,13-15=-845/565,15-16=-1251/718,16-18=-1222/725, 4-6=-464/192,6-8=-439/217,8-10=-446/253,10-12=-448/253,12-14=442/217, 14-15=-466/192 BOT CHORD 1-21.599/990,20-21.606/996,19-20.597/1002,18-19=-591/997 WEBS 3-20=-47/335,16-20=-73/353,9-10=-131/259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4f1;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)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 530 lb uplift at joint 1 and 580 lb uplift at joint 18. 9)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)'NAILED"indicates 3-10d(0.148`x3")or 3-12d(0.148`x3.25")toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)288 lb down and 109 lb up at 13-11-4 on top chord,and 90 lb down and 286 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)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 Continued on Daae 2 1 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.7473 rev.1&03/2015 BEFORE USE. 1111. Design valid for use only with MITekw connectors.this design is based only upon parameters shown.and is to an ksdvIdual building component,not a truss system.Before use,the brMalng designer must verily the applicat:4ity of design parameters and properly -corporate this design Into the overall building ing design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal hluay and property da oqe. For general guidance regarding tire tatxkxaBon,storage.delivery,erection and bradng of trusses and truss systems.seeANSI/IP11 Quality Criteria,OSB-69 and BCSI BuiidIng Component 6904 Parke East Blvd. Surety Information avdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job !Truss Truss Type 0ty. Ply T11633678 13182TOA T19 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:50 2017 Page 2 I D:?9jtoW xOG 1 OEk3C1?d BMoszB00u-cOE I U RC2UbROFD3x3omPZO_OPcPIUTUXbgCvkVywYix LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,15-16=-60,16-18=-60,22-26=-20,4-10=-60,10-15=-60 Concentrated Loads(Ib) Vert:21=-14(F)3=-18(F)16=-18(F)19=-14(F)6=-18(F)14=-18(F)31=-28(F)32=-14(F)33=-14(F)34=-14(F)35=-14(F)36=-14(F)37=-14(F)38=-18(F)39=-18(F) A WARNING-Verity design panynetsre and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE MN-7473 rw.10173/201S BEFORE USE. igl• Design valid for use only with Mllek6 connectors.This design is based only upon parameters shown.and is for an IndMdual building component,not a truss system.Before use,the bulking designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal l kyuy and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPli Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaBable from truss Plate Institute.218 N.Lee Street,Suite 312.Nexandda.VA 22314. Tanpa.FL 33610 rJob Truss Truss Type Qty' Ply T11633679 13182TOA T20 Roof Special 1 1 Job Reference(optional_ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:50 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszB00u-cOEI URC2UbRQF D3x3omPZO._IdcN8U RtXbgCvkVywYix 8-0-0 12-0-0 15-9-8 8-0-0 4-0-0 3-9.8 Scale=1:30.7 5x6= 3 0 6.00 FIT 14 2x4 II 13 6x6- 4 5 If 12 S a [ 4x5� j ledi 2 N 7 6 2x4 11 4x5= 3x8 ii 8-0-0 15-9-8 II 8-0-0 I 7-9-8 Plate Offsets(X,Y)-- [1:0-3.8,Edge) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.13 7-10 >999 240 MT20 244/190 • TCDL 10.0 Lumber DOL 1.25 BC 0.60 Verl(TL) -0.24 7-10 >774 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.30 i Horz(TL) 0.06 1 n/a ria BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS 1 Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, GOT 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 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=626/0-5-8,6=626/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-156(LC 12),6=-172(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-792/294,3-4=-713/289 BOT CHORD 1-7=-237/630,6-7=-237/630 WEBS 3-7=0/349,4-6=-751/308 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=5.0psh BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0.0,Exterior(2)8-0-0 to 11-0-0,Interior(1)12-0-0 to 15-7-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 1 and 172 lb uplift at joint 6. , MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1093/2015 BEFORE USE Design valid for use only with MileirS)connectors.This design k based only upon parameters sh o m.and Is for an individual building component,not , a truss system.Before use,the briding designer must verify the applicabllfy of design parameters and properly incorporate this design into the overall l� briding design. Bracing indicated Is to prevent budding of indiva dual truss web and/or chord members only. Additional temporary and permanent bracing Ml lei• Is always required for stcbltty and to prevent collapse with possble personal iWay and property damage. for general guidance regarding the lubrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IPI1 QuaNty Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexanckla.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qtt7 Ply TI1633680 13182TOA T21 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:51 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-4aoghnDgFuZHsNe7d W He5bXQp0gPDgUgpUxSGxywYiw 6-0-0 11.11-0l 13-11-0 17-9-4 21-11-0 I 6-0-0 I 5-11-0 2-0-0 3-10-4 4-1-12 Scale=1:37.6 5x6 5 6x6 1\ 6x6= 3 6.00 Fl .2 1114 4x5 6 I1 4x5 , 1,4x5 7 cc?) 2 8 ea 1 r nn Lir � I- 21 22 11 10 9 5x6 II NAILED NAILED 8x10_ 4x10= 2x4 II 3x6 II THD26 I 6-0-0 13-11.0 17-9-4 21-11-0 l 6-0-0 7-11-0 3-10-4 4-1-12 Plate Offsets(X,Y)-- (8:0-4-1,0-2-51,(11:0-5-0,0-4.8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.09 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.23 10-11 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.53 Horz(TL) 0.05 8 Na n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1743/0-5-6,8=1174/0-5-8 Max Horz 1=94(LC 24) Max Uplift 1=-554(LC 8),8=-342(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2809/918,3-4=-2522/879,4-5=-1799/604,5-6=-1820/587,6-8=-1883/583 BOT CHORD 1-11.735/2443,10-11=-656/2276,9-10=-462/1637,8-9=-462/1637 WEBS 3-11=-244/928,4-11=-415/439,4-10=-1369/524,5-10.442/1404 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=5.0psf;BCDL=5.0psf;h=25ft;B=451t;L=24ft;eave=41t;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. r 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 554 lb uplift at joint 1 and 342 lb uplift at joint 8. 7)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 6-0-12 from the left end to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25')toe-nails per NDS guidlines. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(Of) Vert:1-3=-60,3-4=-60,4-5=-60,5-8=-60,12-16=-20 Concentrated Loads(Ib) Vert:11=-900(B)21=-105(B)22=-159(B) 1 r A WARNING-Verily dadyn paramotars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5.7473 rev.1099x2015 BEFORE USE. tit Design valid for use only with MllekS)connectors.this design is based only upon rxurarreters shown,and Is for an kndlNdual building component not a truss system.Before we,the building designer must verily the opplic(t ilty 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 In1uy and properly damage. For general guidance regarding Bre fabrication.storage,delivery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parka East Bird. Safely Information available from Trus Plate Institute.218 N.leo Street.Suite 312.Alexandria.VA 22314. Terrpe,FL 33610 Job I Truss Truss Type Qty` Ply T116336811 13182TOA 1T22 Half Hip Girder 2 1 Job Reference(optional)_ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:52 2017 Page 1 ID:?9jtoW xOG 1 OEk3C1?dBMoszB00u-YmM2v7E10Ch8UXDJBDotep3ieP5iy0Dg28h0o0ywYiv 2-0-0 3-0-0 I 2-0-0 1-0-0 NAILED Scale=1:11.8 2 3 • 6.00 4x5- I 1 ; ! ...]r. )( 4 52x4 II NAILED 6 3x6 11 1-6-0 2-0-0 3-0-0 I 1-6-0 l 0-6-0 + 1-0-0 Plate Offsets(X,Y)-- 12:0-2-8,0-2-4],15:0-2-8,0-1-01,16:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP TCLL 20.0Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.40 Vert(TL) 0.03 5-6 >999 180 BCLL0.0 " Rep Stress lncr NO WB 0.12 Horz(TL) -0.62 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:12 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 3=88/Mechanical,6=116/0-5-8,4=34/Mechanical Max Horz 6=39(LC 8) Max Uplift 3=-72(LC 6),6=-18(LC 8),4=-270(LC 8) Max Gray 3=250(LC 25),6=116(LC 1),4=99(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-95/400 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=4tt;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 72 lb uplift at joint 3,18 lb uplift at joint 6 and 270 lb uplift at joint 4. 8)"NAILED"indicates 3-10d(0.1485(3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(p11) Vert: 1.2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:2=-6(F)5=-9(F) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE MO-7473 rev.10/03,201S BEFORE USE. au" Design valid for use only with MilekSSi connectors.this design is Ixrsed only upon parameters shown,and is to an Individual txrlding component,not a truss system.Beige use,the building l designer must verify Me applicability of design parameters and properly kscorprate this design kilo the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always requked to stabeity and to prevent collapse with possible personal ritzy and properly damage. Fa general gridax:e regarding the East Blvd.fabrication,storage,delivery,erection andParke6904 and bracing of trusses atruss systems.seeANSVTPl1 Quality Criteria,D5B-89 and SCSI Building Component Tampa,04 FL 33610 Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Stile 312,Alexandria,VA 22314. Job Truss Truss Type • Qty` Ply 111633682 1318210A T23 Jack-Open Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:53 2017 Page 1 ID:?9jtoW xOGl OEk3Cl?dBMoszBOOu-0ywQ6TEwnW p?6hoW kwK6B0cygpKOhmCzHoQZLgywYiu 3-0-0 6-0-0 3-0-0 3-0-0 Scale.1:21.8 4 2x4 6.00 FF. 3x4 3 11111.11N6. 3x4 2 1 a 4 Al. MI MI= I ' -r,, Wit\ 11 6 12 5 11313 Special 3x5 II JUS24 3x8 I I 4x5= 3-0-0 6-0-0 3-0-0 { 3-0-0 Plate Offsets(X,Y)-- [1:0.3-8,Edgel,[3:0-1-12,0.1-8L[5:0-2-8,0-2-8],[6:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.03 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.06 5-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.39 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=903/0-5-8,5=918/Mechanical Max Horz 1=120(LC 8) Max Uplift 1=-460(LC 8),5=-436(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1125/535 BOT CHORD 1-6=-554/980,5-6=-554/980 WEBS 3-6=-506/1029,3-5=-1194/674 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);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 460 lb uplift at joint 1 and 436 lb uplift at joint 5. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 4-0-12 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. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)816 lb down and 600 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Uve(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Veil:1-4=-60,5-7=-20 Concentrated Loads(Ib) Veil:11=-747(B)12=-606(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 111.7473 rev.10/03/2015 BEFORE USE. Design valid for use only v,lth MlletaU connectors.This design Is based only upon parameters shown,and Is for an hxiividud building component,not a truss system.Before use.the t*Aiding designer must verity the applicability 01 design parameters and property hcorpoiate this design Into the overall bolding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required Mr stability and to prevent collapse with possible personal IM+y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IPIT Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformatIon ava table from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss ITruss Type • Qtt PlyI T11633683 13182TOA T24 Half Hip 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:53 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszB00u-OywQ6TEwn W p?6hoW kwK6B0cvGpNXhrEzHoQZLgywYiu 4.0.0 6-0-0 4.00 I 2-0-0 455= Scale=1:17.8 34 7 . X 1\ 6.00 i- r 11 4x5 i 04 di N 2 1 I I ,i 1� ' a ,1 X 6 5 2x4 II 3x6 II 4-0.0i 6-0-0 4-0-0 2-0-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.34 Vert(LL) 0.16 6-9 >434 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 I Vert(TL) -0.25 6-9 >289 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.16 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 . MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. (lb/size) 1=238/0-5-8,4=58/Mechanical,5=179/Mechanical Max Horz 1=83(LC 12) Max Uplift 1=-42(LC 12),4=-42(LC 8),5=-53(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-383/267 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=4f1;Cat. ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 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 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. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint 1,42 lb uplift at joint 4 and 53 lb uplift at joint 5. 0 WARNING-Verify design clammier*and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mtlekb connecters.Ihh design Is based only upon parameters shown.and is for an Individual building component.not a truss system.Before use,the Whirl()designer must verily the Lig,pilcabllty of design parameters and properly hcorporale this design Into the overall till 0 binding design. Br<rcing indicated Is to prevent truckling of inclivkkx l truss web and/or chord members only Addtlond tempora and permanent bracing MiTek' k always required for slabitfly and to prevent colkVse with twssL le personal hluy and property damage. For general guidance regarding the � ftlxicatbn,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/lPtl Quality Criteria,DS8.89 and BCSI Baking Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job --_ - .Truss Truss Type - Qty` Ply T11633684 13182TOA T25 Half Hip Girder 1 1 __ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:54 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-U9UpJpFYYpxsjgNilerLjEBSW DgEQJp7WSA6tGywYit 2-0-0 6-0-0 I P-0-0 ' 4-0-0 Scale=1:13.5 Special 4x5= NAILED 6.00 I-12 3 1n1 n 4 i I 4x5----- ))) 2 oma', 1 012 NAILED 5 Int 6 2x4 I Special 3x6 11 2-0-0 6-0-0 I 2-0-0 I 4-0-0 Plate Offsets(X,Y)-- [1:0-2-0,0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.14 5-6 >522 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.28 5-6 >258 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.05 Horz(TL) 0.18 4 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:24 lb FT=20% LUMBER- --- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=244/0-5-8,4=118/Mechanical,5=125/Mechanical Max Horz 1=42(LC 8) Max Uplift 1=-72(LC 8),4=-87(LC 4),5=-23(LC 5) Max Gray 1=244(LC 1),4=118(LC 1),5=140(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-441/184 WEBS 3-6=-260/148 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 72 lb uplift at joint 1,87 lb uplift at joint 4 and 23 lb uplift at joint 5. 8)*NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148'x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 117 lb up at 2-0-0 on top chord,and 23 lb down and 10 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:6=-8(F)12=-3(F) Q WARNMtr0-YaAdy design parameters and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE AW-7473 rev.1M03/1016 BEFORE USE. NI Design valid for use only with Mltelce connectors.This design Is based only upon parameters shown.and Is for an hdivkAxi bidding 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 IndMduol truss web and/or chord memtxrrs only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal inlury and property damage. For general gcidcrnce regarding the 6904 Parke East Blvd. fabric:o tkm.storage,delivery,erection and bracing of tru ses and truss systems,sneANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Informaton available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply 711633685 13182TOA T26 Roof Special Supported Gable 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:55 2017 Page 1 ID:?9jtoWxOG10Ek3CI?dBMoszB00u-yLlBX9GBJ73iL_yusLMaGRhtPdDv91QGk6vgPiywYis 7-10-0 II 7-10-0 Scale=1:19.4 6 5 4.00 12 4 r 14 3 13 PI 1 2 I 12 Pi I I 4x6 III1 t . .......... . .................................................... . . .... . . . . . . 11 10 9 8 7 3x4— 3x5— 3x6 1 I Plate Offsets(X,Y)-- [1:0-1-10,0-6-10],[1:0-0.0,0-1-5],[7:0-2-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 IC 0.11 Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) Na - Na 999 • BCLL 0.0 ' Rep Stress'nor YES WB 0.09 Horz(TL) -0.00 7 Na Na BCDL 10.0 Code FBC2014/TPI2007 i Matrix-P . Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3"Except" MiTek recommends that Stabilizers and required cross bracing 7-12:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. All bearings 8-3-8. (lb)- Max Horz 1=116(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,8,9,10,11 Max Gray All reactions 250 lb or less at joint(s)7,8,9,10,11,1 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-11=-151/301 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25fh B=4511;L=24th eave=2ft;Cat. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 7-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8,9,10,11. A WARNWG-Vsrdy design param ers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.I0/03/20I6 BEFORE USE • l Design valid for use only with MIlekti connectors.This design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the bilking designer must verily the applicability el design pcxaneters and properly incorporate this design Into the overall building design. Brach()Indicated is to prevent budding of ksd Adud truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requked for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the Parke East Blvd. fabrifabrication, a storage,delivery,erection d bracing o1 trusses and trusss systemseeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building6904 ng Component 6904 -FL E3st 0 Safety Information avdable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. _— _-- 'Job Truss Truss Type Oty7 Ply T11633686 13182TOA T27 Roof Special 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:55 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-yL1 BX9GBJ73i L._yusLMaGRh6Bd2Z9mpGk6vgPiywYis 7-10-0 7.10.0 Scale a 119.6 2x4 I 2 4.00 12 • 9 8 e. 4 �� 4x6 1 l = I IE 32 4x6 1 1 4x5= 3x5= 8-3-8 • II 8.3-8 Plate Offsets(X,Y)-- 11:0-1-10,0-6-21,11:0-0-0,0-1-131,13:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.21 3-7 >451 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.52 3-7 >184 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 I Horz(TL) 0.06 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP i Weight:32 lb FT=20% 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 10-0-0 oc bracing. OTHERS 2x6 SP No.2II MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=303/0-3-8,1=316/0-3-8 Max Horz 1=105(LC 12) Max Uplift 3=-97(LC 12),1=-62(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511 B=451t;L=24ft;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-4 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,1. 1 Q WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIlele conrxx;tors.This design is based only upon paaneters shown.and is for an individual txWdng component.not rill a truss system.Before use.the t milding deskjner must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possble personal hlray and property damage. 10 general guidance regatlng the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/WPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Nexondria.VA 22314. Tampa.FL 33610 Job Truss Truss Type at; Ply I 7116336871 13182TOA T28 Roof Special 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:56 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-RXbZkV Hp4RCZz8X5Q31pofER21 Q9u9rPzmfDx9ywYir 4-4-9 � 8-11.8 i 9-5-8 4-4.9 4-6-15 0-6-0 Scale=1:20.4 3 4 2x4 4.00 12 I 3x4 G 2 6 11 Iiiiiiiiiiii..... . 1 Pr..../dill r fw min lc la ' 6 11 3x6 I 2x4 :1 3x4- 4-4-9i 8-11-8 {9.5.8 i ` 4-4-9 4-6-15 0-6-0 Plate Offsets(X,Y)-- [1:0-1-10.0-6-101,[1:0-0.0,0-1-5],[6:0-2-8,0-2.81 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.14 6-7 >781 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.13 6-7 >840 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:42 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 4-10-11 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=337/0-5-8,1=368/0-3-8 Max Horz 1=120(LC 12) Max Uplift 5=-220(LC 12),1=-204(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-646/754 BOT CHORD 1-7=-843/587,6-7=-843/587 WEBS 2-6=-634/911,2-7=-386/245 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opst h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0.0-0 to 3-0-0,Interior(1)3-0-0 to 8-10-0 zone;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 5=220,1=204. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.lG,W12015 BEFORE USE. 111111. Design valid for use only with Milek>connectors.This design Is bused only upon parameters shown,and Is for an individual folding component,riot a truss system.Before use.the building designer must verify the applicability of design piscmeters and properly Incorporato this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent ant tracirng MiTek' Is always required for stability and to prevent collapse with possible)personal Inlay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSt/IPtI Quality Criteria,OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute.218 N.leo Street.Suite 312.Alexandria.VA 22314. I Tarrpa.FL 33610 - Job Truss Truss Type Qty Ply T11633688 1 13182TOA T29 Roof Special Supported Gable 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:57 2017 Page 1 ID:?9jtoW xOG1 OEk3CI?dBMoszBOOu-vk9xyrlRrkKQal6HzmO2LsmeUQvadtEZCPOnUbywYiq 8-11-8 i 8-11-8 Scales 1:18.4 7 8 i 6 4.00 I12 1 5 17 4 TT a 3 II 16 2 1r II II II io 15 14 13 12 11 10 9 I ---- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 7 rVr 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-PWeight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-5-8. (Ib)- Max Horz 1=119(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,11,12,13,14,15 Max Gray All reactions 250 lb or less at joint(s)10,1,9,11,12,13,14,15 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=2511;B=45ft L=24f1;eave=2ft;Cat. It;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1.12 to 8-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,11,12,13,14, 15. A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. I mit Design valid for use only with NtIleleb connectors.this design is based only upon parameters shown,and Is for an IndivkAxi building component.not o truss system.Before use,the building designer must verity the applicability of design parameters and properly trcosporate this design Into the overall bulking design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent baking MiTek' is always required for slabilly and to prevent collapse with possible personal dray and property danage. For general 1 iild nce regarding the East Bird.faRricatio n,storage.delivery,erection and tearinge.A of busses and!MSS systems,seNSI/TPI 6904 Parke I Qualify Criteria,DSB-89 and BCSI Building Component Tampa. Et 0 Safety Information available from Truss Plate institute.218 N.tee Street.Suite 312.A.lexardda.VA 22314. • Job (Truss Truss Type 'Otyb Ply T11633689 1 Building Component Supply,T31 Jacksonville,FL-32256, 8.120 S ecial ' 1 B 120 sJ un p I ;Job Reference(optional) 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:58 2017 Page 1 ID: 9jtoWxOGl OEk3Cl.dBMoszBOOu-NwjJ9B13b2SHCShTXUVHu4Jjhg8cM5RiR38KOtywYip 6.4.4 11-3-0 12-6-8 I 6-4-4 4-10-12 1-3-8 Scale=1:25.1 5x6= 2 r 6.00712 d1312 NAILED 2x4 II NAILED 3 4 10 _ 1 /- kemil Y d IN 11 II it 11 11 11 �' =/ 14 15 16 6 17 18 19 5 NAILED NAILED NAILED 2x4 II NAILED NAILED 4x5= 3x8 II NAILED 6-4-4 11-3-0i 12-6-8 I 6-4-4 4-10.12 1-3-8 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,f1:0-0-3,0-5-0),(1:0.3-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.07 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.15 6-9 >999 180 BCLL 0.0 ' : Rep Stress Incr YES WB 0.14 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 i— Code FBC2014/TPI2007 L Matrix-MS Weight:48 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=592/Mechanical,1=587/0-5-8 Max Horz 1=67(LC 11) Max Uplift 5=-206(LC 12),1=-199(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-730/351,2-3.715/335 BOT CHORD 1-6=-247/587,5-6=-247/587 WEBS 2-6=-46/301,3-5=-730/374 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=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0.0,Interior(1)3-0-0 to 6-4-4,Exterior(2)6-4-4 to 9-4-4,Interior(1)11-3-0 to 12-4-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf 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. 1 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 5=206,1=199. 8)'NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-7=-20 Concentrated Loads(Ib) Vert:14=-64(F)15=-15(F)16=-15(F)17=-15(F)18=-15(F)19=-64(F) -_ a WARNING-Verify dWgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME•7473 rw.1003201S BEFORE USE la Design valid for use only with MITek!)connectors.this design is teased only upon parameters shown.and Is for car indiv eal bolding component.not a truss system.Before use..Rue talking designer must verify the applicability of design pxxaneters and properly Incorporate this design into the overall building design. Bracing Indlc:ated is to prevent budding of Individual buss web and/or chord members only. Addll nal temporary and permanent txacing MiTek* is always required for stability and to prevent collapse with possible personal hnhxy and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and huss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avdkt,le from buss Plate institute.218 N.pee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 II L— Job Truss Truss Type — Qty. 1 Ply T11633690 1318270A T32 Roof Special I 1 1 I 1Job Reference(optional) Building Component Supply. Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:59 2017 Page 1 I D:?9jto W xOG 1 OEk3Cl?dBMoszBOOu-r6HI N W JhMMa8gcFg5BQW QHsv7EUO5YvstjttYUywYio 6-4-4i 9-3-0 I 12-6-8 6-4-4 2-10-12 3-3-8 Scale:112'=1' 5x6 2 I 6.00.12 3 6x6= 2x4 II 4 11 j -- 10 • . 4 Y N 1 i • g 5 3x8 II 2x4 I, 4x5- 6.4.4i 12.6.8 6-4-4 6-2-4 Plate Offsets(X,Y)-- [1:0.0.1,0-0-3],[1:0-0-3,0-5-0],[1:0-3-8,Edge] r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.11 6-9 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.19 Horz(TL) 0.02 1 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:53 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. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=496/Mechanical,1=496/0-5.8 Max Horz 1=72(LC 12) Max Uplift 5=-137(LC 12),1=-123(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-647/269,2-3=-572/265 BOT CHORD 1-6=-229/513,5-6=-229/513 WEBS 2-6=0/279,3-5=-597/283 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=2511 B=45ft;L=24ft;eave=411;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-4-4,Exterior(2)6-4-4 to 9-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 5=137,1=123. I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED EK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE Design HY valid for use only with teirS connectors.Ibis design is based only upon parameters shown,and Is lot an individual building component,not . MII a truss system.Before use,the building designer must verify the applicability of design fxaarneters and properly Yx:oiporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web taxi/or chord members only. Additional lemporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possbie personal Wry and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/lP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Soley Information available from Trus Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa-FL 33610 Job Truss Truss Type ' Ory Ply T11633691 13182TOA T33 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply. Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:48:59 2017 Page 1 I D:?9jtoW xOG 1 OE k3C I?dBMoszBOOu-r6HIN W JhMMa8gcFg5BQ W QHsx?EPs5aBsfjttYUywYio 2.0-01 5.5.8 { P-0.0 3-5-8 Scale:1'=1' Special 4x5= NAILED 2 9 3 6.00 riT - n Ii 1 1 , , 1 _ _ 10 4 5 2x4 I NAILED Special 3x5 II I 2-0-0 5-5-8 I 2-0-0 3-5-8 Plate Offsets(X,Y)-- [1:0.0-1,0-0-31,[1:0-0-3,0-5.01,11:0-2-0,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (IoC) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.11 4-5 >599 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.21 4-5 >315 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.12 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=102/Mechanical,4=129/Mechanical,1=229/0-5-8 Max Horz 1=42(LC 8) Max Uplift 3=-74(LC 4),4=-35(LC 5),1=-72(LC 8) Max Gray 3=102(LC 1),4=132(LC 3),1=229(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45f1;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. per 8)'NAILED'indicates 3-1Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)91 lb down and 100 lb up at 2-0-0 on top chord,and 24 lb down and 29 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-19(F)10=-10(F) V WARNING-Ver fy design paramafers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE Design valid for use only with MITek:9 connectors.This design is txaed only upon parameters shown.and Is for at lndMdual building component,not . a truss system.Before use,the balding designer must verity the appllcabilty 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. Adatlond temporary and permanent bracing MiTek is always requked for stability and to prevent collapse with possible personal Wry and properly damage. For general guidance regadng the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSt/TPI l Quality Criteria,DSB-89 and SCSI BuSdng Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Noxasdrla.VA 22314. _ _ --_— Tampa.FL 33610 IJob iTruss Truss Type a Qty `Ply T11633692 13182TOA T34 Half Hip 1 1 IJob Reference(optional) Building Component Supply, Jacksonville.FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:00 2017 Page 1 ID:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-JJr4asKJ 7fi?RlgsfuylzVO6JepMg05?uNdR4wywYin 4-0-0 5-5-8 4-0-0 1-5-8 ' 455= Scale=1:17.6 2 3 I 6.00 ni 9 a I 1 h IIC 5 4 2x4 i1 3x5 I 4-0-0 5-5-8 4-0-0 1-5-8 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0-0-3,0-5-01,[1:0-2-8,0-0-71 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.10 5-8 >634 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.16 5-8 >414 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.08 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:21 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=42/Mechanical,4=174/Mechanical,1=216/0-5-8 Max Horz 1=83(LC 12) Max Uplift 3=-30(LC 8),4=-55(LC 12),1=-37(LC 12) 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=101 mph;TCDL=5.0psf;BCDL=5.0psh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0.0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-4-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 1 I � 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MR-7473 w.f.lae320tS BEFORE USE. iffi• Design valid for use only with MiTeki)connectors.this design is bused only upon p rarneters shown,and Is for an indWi Aral t,Ading component,not a truss system.Before use,the[wilding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. 8racing 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 kyury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satoh/Information available from trues Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type - Ory' 'Ply TI 1633693 1318270A T36 Jack-Closed Girder 1 1 _ Job Reference(optional] Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:01 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-nVPSoCLxuzgs3vP2CcTVixD?25BZTI971 M_dMywYim I 5-5-8 5-5-8 2x4 ;I Scale=1:19.8 3 2 6.0012 • 1 „III Iiii. 11 9 10 5 JUS24 JUS24 4 5x6= 2x4 11 I 5-5-8 5-5-8 Plate Offsets(X,Y)-- ]1:0-0-0,0-1-15] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 5-8 >770 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.17 5-8 >365 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 rla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:26lb 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 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=764/0-5-8,5=709/Mechanical Max Horz 1=111(LC 21) Max Uplift 1=-221(LC 8),5=-255(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0pst;BCDL=5.Opst;h=25tt;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.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)except(jt=lb) 1=221,5=255. 6)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starling at 1-6-4 from the left end to 3-6-4 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert 1-2=-60,2-3=-20,4-6=-20 Concentrated Loads(Ib) Vert:9=-572(B)10=-476(B) Q WARNING-Verily dslgn perametws and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MR-7473 rev.10/032015 BEFORE USE. Design valid for use only vAth MITele9 connectors.This design is based only upon parameters shown.and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicablity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent braiding of InWvickud truss web and/or chord members only.Additional temporary and permanent bracing ith. MiTek Is always required for siebittty and to prevent collar with possible personal injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and trss systems,seeANSI/IPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Trus Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job •Truss Truss Type Qt Ply T11633694 13182TOA T37 Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:02 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-Fhyq?YLaf Hyjh3_.EmJ_D2wU IZRQZII?Ilh6Y9oywYil 5-5-8 11-5-8 l 17-5-8 22.10 5-5-8 6-0-0 6-0-0 5:5-8 Scale=1:38.5 NAILED 7x10 2x4 11 7x10 NAILED NAILED 6.00'12 2 15 3 16 17 18 19 4 11 I I I I Illog. 4 •••0010°11/°.11115111114411 Si / .1°41114141411%%ib... 1 a 6 5 bag Ie ■ I o 7 20 21 22 23 24 25 11 2x4 II 7x10 JUS24 NAILED NAILED 2x4 II NAILED NAILED 6x6= — 6x6= NAILED 5-5-8 11-5-8 17-5.822-11-0 { 5-5-8 i 6-0-0 I 6-0-0 5-5-8 Plate Offsets(X,Y)-- [1:0-5-0,0-0-31,[1:0-0.3,0-0.1],12:0-44,0-2-01,[4:0-4-4,0-2-0],[5:0-0-3,0.0-1],[5:0-5-0,0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.23 6-7 >999 240 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.81 Vert(TL) -0.57 6-7 >481 180 BCLL 0.0 ' I Rep Stress Incr NO WB 0.74 Horz(TL) 0.09 5 n/a n/a BCDL 10.0 I Code FBC2014/TP12007— LMatrix-MS Weight:103 lb FT=20% . LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied. 2-4:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 7.0-14 oc bracing. BOT CHORD 2x4 SP SS MiTek recommends that Stabilizers and required cross bracing I WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation quide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1401/0-5-8,5=1792/0-5-8 Max Horz 1=65(LC 24) Max Uplift 1=-418(LC 8),5=-565(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2442/751,2-3=-3766/1275,3-4=-3766/1275,4-5=-3137/992 BOT CHORD 1-8=-598/2108,7-8=-593/2107,6-7=-813/2752,5-6=-812/2730 WEBS 2-7=-676/1941,3-7=-539/349,4-7=-451/1215,4-6=-14/508 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except Qt=lb) 1=418,5=565. 7)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent at 12-7-4 from the left end to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED'indicates 3-10d(0.148"x3')or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,4-5=-60,9-12=-20 ' Concentrated Loads(Ib) Vert:17=-82(F)18=-82(F)19=-82(F)20=-689(F)21=-53(F)22=-53(F)23=-53(F)24=-154(F)25=-109(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf 7473 rev.10/03/2015 BEFORE USE. mit ' Design valid for use only with MiTek connectors.Ibis design Is txsed only upon parameters shown.and Is for an Individual holding component,not ' a hum system.Before use,the building designer must verify the applk;abiity of design paaneters 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 coil se with possible personal intusy and properly damage. for general guidance regading the EBird. fabrication,storage,delivery,erection and bracing of trusses and truss systems seeANSI/TPI1 Quay Criteria,DSB-89 and SCSI Building Component ding Component Tama,04 F 33610 Safety InformalavWand on able from Truss Plate Institute.218 N.leo Street.Suite 312.Alexandria.VA 22314. - — ___ Job Truss Truss Type Qty. Ply T11633695 13182TOA T38 Hip 1 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:03 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-juW CCuMCQa4a1DZRK1 VSa7OXBrpN1 LMRaLr5hFywYik 7-5-8 11.5.8 15.5.8 22-11-0 7-5-8 I 4-0-0 { 4-0-0 7-5-8 Scale=1:38.4 6x6 11 4x5- 6x6 It 2 15 3 16 4 6.00 12 Id q 17 c 14 o N 1 1 5 ii ldi 7 6 3x8 I I 6x6= 4x5= 3x8 II 7-5-8 15.5.8 22-11-0 7-5-8 8-0-0 7-5-8 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0-0-3,0-5-01,11:0-3-8,Edge],15:0-0-1,0-0-31,15:0.0-3,0-5-0],15:0-3.8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. ( DEFL. in (Loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.09 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.19 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=917/0-5-8,5=917/0-5-8 Max Horz 1=88(LC 11) Max Uplift 1=-241(LC 12),5=-241(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1430/529,2-3=-1210/550,3-4=-1202/546,4-5=-1432/525 BOT CHORD 1-7=-371/1190,6-7=-413/1304,5.6=-358/1192 WEBS 2-7=-16/338,4-6=-16/341,3-6=-257/106 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.0psf;h=25ft;B=4511;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-5-8,Exterior(2)7-5-8 to 19-8-7,Interior(1)19-8-7 to 22-11-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=241,5=241. 1 I 0 WARNMIO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A1M•7473 rev.10/032015 BEFORE USE M• Design valid for use only with Woke 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 ng indicated is to prevent budding of lndM du al truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrications storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TPI1 Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety InformatIon evadable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty. Ply 111633696 13182TOA T39 Hip 1 1 Job Reference(optional) _ Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:04 2017 Page 1 I D:?9jtoWxOG t OEk3Cl?dBMoszBOOu-C44bQENgBuCRwN8dukOh7LZIKF7Amoebp?beEhywYij 7-0-0 9-5-8 13.5.8 15-11-0 22-11-0 7-0-0 2-5-8 I 4-0-0 2-5-8 7-0-0 Scala.1:38.4 6x6 it 6x6 1 3 17 18 4 2x4 \\ At 2x4// 6.00 I I 5 I \ I 4, 16 19 _ 4 1 0 20 .11 15 d 1 2 I 6 _i 'v to 8 7 3x8 II 6x6 4x5- 3x8 II 9-5-8 13-5-8 22-11-0 I 9-5-8 4-0-0 9-5.8 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0-0-3,0-5-01,[1:0-3-8,Edgel,16:0-0-1,0-0-3],[6:0.0-3,0-5.01,16:03-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lou) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.18 7-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.46 7-14 >595 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.04 6 nla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:101 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.0-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. 1 REACTIONS. (lb/size) 1=917/0-5-8,6=917/0-5-8 Max Horz 1=-111(LC 10) Max Uplift 1=-241(LC 12),6=-241(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1432/552,2-3=-1223/534,3-4=-1037/486,4-5=-1212/529,5-6=-1430/554 BOT CHORD 1-8=-413/1241,7-8=-267/1056,6-7=-403/1208 WEBS 2-8=-360/260,3-8=-138/440,4-7=-133/440,5-7=-366/259 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.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-5.8,Exterior(2)9-5-8 to 13-5-8,Interior(1)17-8-7 to 22-11-0 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=241,6=241. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10N3/2015 BEFORE USE. ill Design valid for use only with MITeke connectors.This design is bused only upon rxraneters shown.and Is for an Individual building cornponent.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Was design tufo the overdl building design. Bracing Indicated Is to prevent tackling of hdvichui truss web and/or chord members only. Additional temporary and permanent bracing MiTek" ' k always required for sicblity and to prevent collapse with possl to personal injury and property damage. For general guidance regadng the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seEANSI/IPII Quail,/Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Teas Plate Institute.218 N.Lee Sheet.Suite 312.Alexaldria.VA 22314. Tampa.FL 33610 j I Job Truss Truss Type Oty. !Pty T11633697 13182TOA T40 .Hip Girder 1 of L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:05 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-gGezdaOSyCKIYXjpRSXwgY6vctRBV5Sk2(KCm7ywYii 11-11-8 6-0-12 7-7-12 10-11-8 11-5-8I 15.3.4 16-10.4 22-11.0 6.0-12 I 1.7.0 I 3.3-12 b-6-0 I 3-3.12 i 1-7-0 I 6-0-12 0-6-0 Scale=1:43.6 6x6 1, 3 doh 6.00'112 4x5 i 4x5 2 4 ! 5 '� ~cr i nr ` inn nn15 Ia S 16 7 17 1S 19 6 7x10= 20 21 CA THD26 THD26 THD26 THD26 THD26 3x8 10x14 MT20HS= 3x8 I! 7x10= THD26 THD26 THD26 THD26 6-0-12 7-7-12 11-5-8 15-3-4 16-10-4 22-11.0 6.412 I 1-7-0 ' 3-9-12 3.9.12 l 1-7-0 ' 6-0-12 i Plate Offsets(X,Y)-- [1:0-0-0,0-1-21,[2:0-2-4,0-2-01,[4:0-2.4,0-2-01,[5:0-0-0,0.1-21,[6:0-4-12,0-1-8],[8:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.19 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.43 7-8 >637 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(TL) 0.11 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:295 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.9-10 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 3-7:2x4 SP No.2 REACTIONS. (lb/size) 1=6021/0-5-8,5=7829/0-5-8 Max Horz 1.132(LC 23) Max Uplift 1=-1764(LC 8),5=-2211(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-12384/3658,2-3=-9034/2697,3-4=-9060/2705,4-5=-12808/3664 BOT CHORD 1-8=-3174/10940,7-8=-3174/10940,6-7=-3207/11435,5-6=-3207/11435 WEBS 2-8=-905/3193,2-7=-3261/1062,3-7=-2121/7285,4-7=-3834/1101,4-6.848/3412 NOTES- 1)2-ply truss to be connected together with 10d(0.131'5(3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-5-0 oc,Except member 7-2 2x4-1 row at 0-9-0 oc,member 3-7 2x4-1 row at 0-9-0 oc, member 7-4 2x4-1 row at 0-9-0 oc,member 4-6 2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=251t;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=1764,5=2211. 9)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 6-0-12 from the left end to 21-10-4 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,9-12=-20 1;nntinuad nn nano 2 A WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*11.7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mllekt connectors.Tits design Is based only upon rxxcmeters shown,and Is tel an Individual holding component.not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall briding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Iabxk atlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type - Qty Ply 111633697 13182T0A 140 Hip Girder 1 _ 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:05 2017 Page 2 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-gGezdaOSyCKIYXjpRSXwgY6vcfRBV5Sk2fKCm7ywYii LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-2474(B)15=-1189(B)16=-1189(B)17=-1189(B)18=-1195(B)19=-1195(B)20=-1195(8)21=-1195(B)22=-1195(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7073 ray.1W0312015 BEFORE USE. Design valid tot use only with MIS*I)connectors.Ihfs design is Ixaed only upon parameters shown,and Is for an Individual building component,not a trust system.Before use,the building designer must verity the apdk:ab ily 01 design paameters and properly incorporate this design into the overall brfdhg design. Bracksa Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ek• Is always requked for stability and to prevent coNgpse with possible personal Injury and property damage. For general guidance regadIng the East Blvd. fabrication,storage,delivery,erection and bracing of trusses and truss systems-seeANSUtPl1 Orrd iy Criteria, 6904 DSB-89 and BCSI Building Component 9PP,erkiks EFL as10 Safely Information available from Truss Plate InsBhAe.218 N.Lee Street.Stile 312.Alexandria.VA 22314. Job Truss Truss Type Qty Ply T11633698 13182TOA 11-41 Half Hip Girder 3 1 1 _1 - _ I [Job Reference(optional) Building Component Supply, Jacksonville,FL-32256. 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:06 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszB00u-8TCLrwO4jVS99g10?929Cme8U2mHEkruGJ4l laywYih 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:12.5 Special 4x5= NAILED 1-/ 2 9 3 6.00 FIF Y r I\1 1i 1 1 - 15, 10 4 5 2x4 !I NAILED Special 3x5 II 2.0.06-0-0 I 2.0-0 I 4.0-0 Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,11:0.0-3.0-5.0],11:0-2-0,0-0-71 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.15 4-5 >466 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.30 4-5 >241 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.17 3 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=118/Mechanical,4=133/Mechanical,1=252/0-5-8 Max Horz 1=42(LC 8) Max Uplift 3.86(LC 4),4=-31(LC 5),1=-80(LC 8) Max Gray 3=118(LC 1),4=143(LC 3),1=252(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,1. 8)'NAILED'indicates 3.10d(0.1485(31 or 3-12d(0.148-x3.25')toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)91 lb down and 100 lb up at 2-0-0 on top chord,and 24 lb down and 29 lb up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(Ib) Vert:5=-19(B)10=-10(B) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10'0312015 BEFORE USE Design wild for use only with MI lekt.connectors.this design Is based only utxm parameters shown.and Is for di 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 Ibuilding ding design. Rprevent Indicated Is to bucklhig of IndNidual truss web and/or chord members only. Additional temporary and permanent bracing Malek conal h and part damage. Fa nerd guidance regarding the i swaysn,storage, required for slavery and tI prevent collapse with andpossible per ,seproperty 41a tab�atbn,storage,delivery,erection and bracing of trusses truss systems,saga>ANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information a v fable from Truss Rale Institute,218 N.Lee Street.Suite 312.Alexandrlo.VA 22314. Tampa,FL 33610 ,Job Truss Truss Type I Of; Ply T11633699 13182TOA T42 Half Hip 3 1 _ i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:06 2017 Page 1 ID:?9jtoW xOG 10Ek3Cl?dBMoszB00u-8TCLrw04jVS99g10?929Cme7E2pYEjUuGJ4llaywYih 4.0-0I 6-0-0 4-0-0 2-0-0 4x5= Scale=1:17.6 2 3 1 6.00 12 !: 9 1 I 1 V ■/ w V a ■ : l ■ 1 5 4 =, 2x4 I 3x5 11 4.0.0I 6.0.0 4-0-0 I 2-0-o { Plate Offsets(X,Y)-- 11:0-0-1,0-0-31,(1:0-0-3,0-5.01,11:0-2-8,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.16 5-8 >441 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.25 5-8 >282 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.14 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8 Max Horz 1=83(LC 12) Max Uplift 3=-42(LC 8),4=-50(LC 12),1=-44(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=24f1;eave--4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 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 100 lb uplift at joint(s)3,4,1. Q WARNING-Verily design pramrere and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE Mp-7473 rev.10/03/2015 BEFORE USE. NMI. Design valid for use only with Milekr connectors.ibis design h based only upon parameters shown,and Is for on Individual bulking component,not a truss system.Before use,the bikikig designer must verily the<a-01ca0lty of design p<a<rnetes and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling 01 Individual truss web and/or chord members only.Additional temporary and permanent bracing I MiTek• is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and buss systems,seeANS1/IPI1 Quality Crit ria,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 I Truss Type Qty Ply T11633700 13182TOA T43 •Hip Girder 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:08 2017 Page 1 ID:?9jtoWxOG1OEk3C1?dBMoszBOOu-4rK5GbQKF7isP.RO7a5dHBkJLsSAiS6BkdZsNSywYit 11 I 6-0-0 I 10-9-4 i 15-4-12 20-0-4 24-9-8 } 30-9-8 6-0-0 4-9-4 4-7-8 4-7-8 4-9-4 6-0-0 Scale=1:52.1 NAILED NAILED NAILED NAILED NAILED NAILED 7x10 NAILED NAILED 4x5 NAILED 2x4 II NAILED 7x6 NAILED 7x10 6.00 12 2 19 20 3 2122 23 24 4 25 2627 5 28 29 6 ii:, nn, nn - nn 1n nn nn an nn nn Liii. a m i i 1 7 ie nn nn nO n1 fin 0 nn inn nn nn 31 nn nn til an nn Io� 30 31 12 32 33 t1 34 35 36 10 37 38 9 39 40 8 41 42 6x6= NAILED NAILED 2x4 H NAILED 4x5=NAILED 7x14 MT2OHS= NAILED 4x5= NAILED 2x4 I NAILED NAILED 6x6= NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 10-9-4 15-4-12 20.0.4 24-9-8 30-9-8 I 6-0-0 4-9-4 l 4-7-8 4-7-8 4-9-4 6-0-0 Plate Offsets(X,Y)-- [1:Edge,0-2-13],[1:0-5-0,0-0-3],[1:0-0-3,0-0-1],[2:0-4-8,0-2-0],[6:0-4-8,0-2-0),[7:Edge,0-2-13],[7:0-5-0,0-0-3],[7:0-0-3,0-0-1],[9:0-2-4,0-2-0],[11:0-2-4 ,0-2-0] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL- in (hoc) 1/defl L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.34 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.81 10-11 >456 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(TL) 0.20 7 rsla n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:150 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 5-6:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing. BOT CHORD 2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer I WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=2374/0-5-8,7=2367/0-5-8 Max Horz 1=76(LC 7) Max Uplift 1=-696(LC 8),7=694(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4193/1235,2-3=-5402/1636,3-4=-5937/1790,4-5=-5937/1790,5-6=-5359/1620, 6-7=-4181/1231 BOT CHORD 1-12=-1018/3661,11-12=-1017/3672,10.11=-1513/5402,9-10=-1515/5401, 8-9=-1013/3661,7-8=-1015/3650 WEBS 2-12=0/367,2-11=-630/2172,3-11=-983/458,3-10=-189/684,4-10=-520/325, 5-10=-190/692,5-9=-974/443,6-9=-612/2134,6-8=0/371 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=2511;B=45ft;L=31ft;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=696,7=694. 8)'NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-6=-60,6-7.60,13-16=-20 Continued on naae 2 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 60.7473 rev.1003/2015 BEFORE USE. la Design valId for use oNy with Milokr:connectors.Tris design k based only upon parameters shown,and Is for an individual building component,not a Inns system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate Itis design Into the overall building design. (tracing Indicated Is to prevent buckling of Individual truss web and/or chord members oNy. Additional temporary and permanent bracing MiTek' Is always required for std)Bhly and to prevent collapse with possible personal hluy and property damage. For general guidance regcrdYrg Mer fabrication.,storage,delivery,erection and bracing of trusses and truss systems.ueAN51/iPl1 Quality Criteria.D56.89 and SCSI BuNdIng Component 6904 Parke East Blvd. Safely Information avdtabte from leas Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. I Tampa,FL 33610 Job Truss Truss Type Qty Ply T11633700'I 13182T0A T43 I Hip Girder 1 1 1 i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:08 2017 Page 2 ID:?9jtoWxOG10Ek3C1?dBMoszBOOu-4rK5GbQKF7isP_RO7a5dHBkJLsSAiS6BkdZsNSywYif LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-97(B)6=-97(B)12=-60(B)8=-60(B)19=-97(B)20=-97(B)21=-97(B)23=-97(8)24=-97(B)25=-97(B)27=-97(B)28=-97(B)29=-97(B)30=-113(B) 31=-159(B)32=-60(B)33=-60(B)34=-60(B)35=-60(B)36=-60(B)37=-60(B)38=-60(B)39=-60(B)40=-60(B)41=-159(B)42=-113(B) • • MI 1111.0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AW-7473 rev.103/1015 BEFORE USE. i Design valid to use only with MITekTv connectors.This design is txsed only upon parameters shown.and Is form individual building component,not a tress system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design Into the overall betiding design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent brack>g MiTek' Is always required for stability and to prevent collapse with possble personal injury and property damage. to general guidance regarding the fabrk;atbn,storage,delivery,erection and bracing of trusses and tress systems.seeANSI/1PI I Quality Criteria.DSB-89 and BCSI BuNding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandra.VA 22314. Tampa,FL 33610 Job .Truss Truss Type --- Qty I Ply 1 T11633701 13182TOA T44 Hip it I 1 I I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:09 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-Y1 uUTxRz0Qgj180bgHcsgOGYIGqaROVKyHIPvuywYie 7.10.1515-4-12 22-10-9 30-9-8 7-10-15 7-5-13 7-5-13 7.10-15 Scale.1:53.0 7x10= 2x4 II 7x10= 6.00 12 2 1617 3 1819 r 4 T I 20 M 777,,, 15 e 1 - 5 e I 10.17.4 .. 8 7 I ITIr a 6 4x6 II 2x4 1 7x10= 2x4 ;I 4x6 II 7.10.15 15-4-12 22-10.9I 30-9-8 7-10-15 7-5-13 7.5.13 7-10-15 Plate Offsets(X,Y)-- [1:0-2-12,0-0-11],[1:0.0-3,0-5-0],[1:0-0-1,0.0-3],[2:0-6-6,Edgel,[4:0-6-6,Edge],[5:0-0-1,0.031,[5:0-0-3,0-5.01[5:0-2-12,0-0-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.15 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.43 7-8 >866 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.11 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:139 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. 2-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=1232/0-5-8,5=1232/0-5-8 Max Horz 1=93(LC 11) Max Uplift 1=-323(LC 12),5.323(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2145/759,2-3=-2503/958,3.4=-2503/958,4-5=-2145/755 BOT CHORD 1-8=-583/1845,7-8=-586/1838,6-7=-573/1838,5-6=-571/1845 WEBS 2-8=0/290,2-7=-250/868,3-7=-534/307,4-7=-249/868,4-6=0/290 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=31ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 to 7-8-2,Exterior(2)7-8-2 to 27-5-10,Interior(1)27-5-10 to 30-9-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=323,5=323. 0 WARNING-Verily design pr rrm.Nrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mu-7473 ray.10103/0015 BEFORE USE. I Design valid for use only withMileke connectors.this design is based only upon parameters shown,and Is for an Iry Ivkival 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 br c5ng design. Bracing Indicated Is to prevent buckling of lndMdual truss web and/or chord members only.Additional temporary and permanent bracing ! MiTek' Is always required for stabiity and to prevent collapse with poke personal r'yuay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,soeANSI/IPI I Quality Criteria,DSB419 and BCSI BuPding Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 I Job Truss Truss Type Qty I Ply 711633702 I 1318270A T45 Hip 1 I 1 i - I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:10 2017 Page 1 ID:?9jtoW xOG 1 OE k3Cl?dBMoszBOOu-OERsgHSbnkyael bnE?75NcpoNg95AVUTBx2zRLywYid 7-0-0 9-10-15 15-4-12 20-10-9l 23-9-8 30-9-8 7-0-0 2-10-15 5-5-13 5-5-13 2-10-15 7.0.0 Scale-1:53.0 7x10 = 2x4 H 7x10 = 19 20 4 21 22 6.00 12 2x4 \\ 3 T 2x4 // 2 \ N /7 / 18 23 M �' 17 24 ar u1 v+ I 1 1 7 1 r� �' T e ' Io lal ICA 10 9 8 4x6 II 4x5= 7x10= 4x5= 4x6 H I 9-10-15 15-4-12 20-10-9 30-9-8 9-10-15 5-5.13 5-5-13 9-10-15 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,(1:0-0-3,0-5-0],[1:0-0-1,0-0-3],[3:0-6-6,Edgel,(5:0-6-6,Edgel,[7:0-0-1,0-0-3],[7:0-0-3,0-5-01,17:0-2-12,0-0-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 10-13 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.40 10-13 >930 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.09 7 Na n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MS I Weight:154 lb FT=20% ' LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=1232/0-5-8,7=1232/0-5-8 Max Horz 1=-118(LC 10) Max Uplift 1=-323(LC 12),7=-323(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2079/766,2-3=-1885/747,3.4=-1955/804,4-5=-1955/804,5-6=-1885/747, 6-7=-2079/766 BOT CHORD 1-10=-597/1779,9-10-483/1671,8-9=-475/1671,7-8=-589/1779 WEBS 3-10=-83/353,3-9=-169/471,4-9=-398/250,5-9=-169/471,5-8=-83/353 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=251t;B=45ft;L=31ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-15,Interior(1)3-0.15 to 9-8-2,Exterior(2)9-8-2 to 25-5-10,Interior(1)25-5.10 to 30-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 1=323,7=323. 1 AL WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Alp-7473 rev,10)x2'2015 BEFORE USE Design valid for useonly with MiTekc5 connectors.This design is based upon parameters shown.and Is for an Individual building component,not . Nil a truss system.Before use,the ixikting designer must verify the at pticabtity 01 design parameters and properly incorporate this design into the overall building design. Bracing irviicated Is to prevent buckling of Individual truss web and/or chord members only. Additional ternpxxmy and permanent tracing MiTek Is always required for stability and to prevent cotiapse with possible personal inlay and properly damage. For general guidance regarding the 6904 Parke Eest Bid. fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU1P11 Quality Criteria.DSB-89 and KS'Bunny Component Ta FL East 0 Safety Information available from Truss Plate Institute,218 N.Lee Street.Salle 312,Alexandria,VA 22314. I rqsa• Job Truss Truss Type Qty 1Ply 111633703 1318270A T46 Hip 11 1 Job Reference optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:11 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-UQ?EudSDY24 RGSAzoieKvpMs03SpvwgdQbnW znywYic 6-0-0 11-10-15 18.10.9 24.9.830-4.8 I 6-0-0 } 5-10-15 f 6-11-10 i 5-10-15 5-7-0 Scale.1:52.7 6x8 i 6x8 �� 21 22 23 24 4 6.00 12 4x5 i 20 25 4x5 2 5 • • � 1 26 m 19 4x5 6 1 .. 7 1 ,..-*- 11 11 10 9 a 4x6 it 2x4 II 6x8= 7x10= 2x4 II 4x10 II I 6-0-0 I 11-10-15 18-10-9 I 24-9-8 I 30-4-8 f 6-0-0 5-10-15 6-11-10 5-10-15 5-7-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,[1:0-03,0-5-01,[1:0-0-1,0.0-31,17:0-5-13,Edge] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udell Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.83 1 Vert(LL) -0.55 10-11 >665 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.73 10-11 >499 180 BCLL 0.0 ` Rep Stress lncr YES WB 0.38 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins. 3-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. i Left:2x4 SP No.3 SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 7=1215/Mechanical,1=1215/0-5-8 Max Horz 1=142(LC 11) Max Uplift 7=-319(LC 12),1=-319(LC 12) Max Gray 7=1234(LC 18),1=1235(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2145/738,2-3.1801/674,3-4=-1549/650,4-5=-1779/672,5-7=-1994/697 BOT CHORD 1-11=-603/1951,10.11=-603/1951,9-10=-398/1585,8-9=-546/1705,7-8=-546/1705 WEBS 2-10=-492/240,3-10=-43/440,4-9=-32/410,5-9=-348/187 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 11-5-11,Exterfor(2)11-5-11 to 23-7-6,Interior(1)23-7-6 to 30-4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7=319,1=319. A WARNWG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MF7473 rev.l.W/2015 BEFORE USE. NEI Design valid for use or4y with MI leklC connectors.This design Is based only upon Pummeled shown-<xxd Is for On individual bruldlrsg component not o truss system.Before use.the bmslding designer must verity the applicability of design pxrarneters and properly Incorporate this design Into the overall 11 briding design. Bracing Indicated is to prevent buckling of individual tr ss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always reciuked for stabtlty and to prevent collapse with possible personal inlray and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,D58-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdable from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. I Tempa.FL 33610 Job Truss Truss Type I Oty Ply 7116337041 13182TOA T47 Hip 1 1 , _ i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:12 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-zcZc5zTrILDIubIAMQ9ZS1 u?vTrOeOwmfFX3W DywYib 7-9-0 13.10.15 15.4.1216.10.9 23-0.830.4.8 I 7-9-0 6.1.15 1 1-5-13 1-5-13 I 6-1-15 7-4-0 Scale=1:52.7 6x6 3x5 II 6x6 3 4 6.00 112 :i 4x5-2' 20 0 40 ,ti 404 21 4x5 2 6 M i' 22 n i 19 4x5 J 7 1 v 8 a 11 10 9 4x6 I I 2x4 II 7x10- 2x4 II 4x10 II 7-9-0 15-4-12 23.0.8i 30-4-8 7-9-0 I 7-7-12 } 7.7-12 7-4-0 Plate Offsets(X,Y)-- [1:0-2-12,0.0-111,[1:0.0-3,0-5-01,[1:0-0-1,0-0-3113:0.1-15,0-3-0],[4:0-3-0,0-1-81,15:0-2-1,0-3-0],[8:0-5-13,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.16 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.49 9-10 >748 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 1-7.8 oc purlins. 3-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 2-10,6-10 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing 1 WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. I SLIDER Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 8=1215/Mechanical,1=1215/0.5-8 Max Horz 1=168(LC 11) Max Uplift 8.319(LC 12),1=-319(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2049/691,2-3=-1469/602,3-4=-1226/577,4-5=-1227/576,5-6=-1465/601, 6-8=-1948/666 BOT CHORD 1-11=-540/1742,10-11=-540/1742,9-10=-501/1654,8-9=-501/1654 WEBS 2-11=0/298,2-10=-610/284,4-10=-154/689,6.10=-518/251,6-9=0/264 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=30ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18:MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 13-6-10,Exterior(2)13-6-10 to 17-2-14,Interior(1)21-6-6 to 30-4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=319,1=319. i I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1e832016 BEFORE USE Mt Design valid for use only with MMTeke connectors.this design Is based only upon Fxrcrrreters shown.and Is for an individual holding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ! MiTek' is always required for stability and to prevent collapse with possible personal him/and properly damage. For general guidance regard ng the rke East Blvd. Iabrkn :01b ,storage,delivery,erection and bracing of trusses and truss systems.seeANSUWPi t Quality Criteria,DS8.89 and BCSI BulkCormorant Bulking Coonent Tampa,6904 Park 336t 0 Safety Information avdktrle from Truss Rale Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Job Truss !Truss Type Oty Ply T11633705 1318270A T49 I Common 2 1 Job Referencjoptional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:13 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-Rp7_JJ UT3fL9V IKMv7go_ERAOtADNrIwtvGd2gywYia 7-9-015-4-12 23-0-8 30-4-8 7-9-0 7-7-12 7-7-12 I 7-4-0 I Scale=1:54.1 5x6= 6.00 12 3 18 19 6x8 i 6x8 _ 2 4 20 (.... / 40441444400004114 17 4x5 5 1I6 a Am 9 8 7 4x6 II 2x4 .1 7x10= 2x4 II 4x10 it I 7-9-0 1 15-4-12 i 23-0-8 [ 30-4-8 7-9-0 7-7-12 7-7-12 7-4-0 Plate Offsets(X,Y)-- [1:0-0-1,0.0-31,[1:0-0-3,0-5-0],[1:0-2-12,0-0-111,[6:0-5-13,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.37 7-8 >972 180 BCLL 0.0 * Rep Stress lncr YES WB 0.29 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8,4-8 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be Installed during truss erection,in accordance with Stabilizer SLIDER Right 2x6 SP No.2 1-6-0 Installation guide. I REACTIONS. (lb/size) 1=1215/0-5-8,6=1215/Mechanical Max Horz 1=192(LC 11) Max Uplift 1=-319(LC 12),6=-319(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2065/640,2-3=-1440/534,3-4=-1436/533,4-6=-19631620 BOT CHORD 1-9=-463/1763,8-9=-465/1761,7-8=-440/1673,6.7=-439/1675 WEBS 2-9=0/288,2-8=-683/300,3-8=-199/760,4-8=-595/271,4-7=0/253 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0.0 to 3-0-7,Interior(1)3-0-7 to 15-4-12,Exterior(2)15-4-12 to 18-5-3 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.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=319,6=319. ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MNTEN REFERANCE PAGE A11-7473 rev.10/03/201S BEFORE USE. Design valid for use only with Mllekl,connectors.This design k based only upon parameters shown-and is for an Individual txAding component,not , a truss system.Before use,the bulking designer must verify the appllcablty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent Lxucldlrng of Individual truss web and/or chord members only.Adcttlonal temporary yawl permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlay and property damage. For general guidance regadfna the 6904 Parke East Blvd. storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1P11 Qualty Criteria,DSB-89 and BCSI Building Component Safety Information available from Teas Hate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 1 Job Truss Truss Type Qty Ply T11633706 11318270A T50 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:14 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-v?hN W fV5gzTO7wYTrC 1 XSMU HXJ61G36ZOAa6ywYiZ 7.9.0I 14.0.0 ,15.4.121 16-9-8, 23-0-8 30-4-8 i 7-9-0 6-3-0 '1-4-12 1-4-12' 6-3-0 7-4-0 Scale-1:51.8 3x6= 3x5 I 3x6= 3 4 5 6.00 liT 2, 4x5 i20 4x5 2 6 r ti n 22 19 " 4x5.::::- 7 7 iiiiii . 1 •Mil". 8 N „ ,D 9 4x6 II 2x4 I I 7x10= 2x4 II 4x10 II 7-9-0 15-4-12 23-0-8 30-4-8 17-9-0 I 7-7-12 I 7-7-12 7.4.0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,[1:0.0 3,0-5-01,[1:0-0-1,0-0-31,[3:0-3 8,0-2-41,[4:0-3-0,0-1-81,15:0-3-8,0-2-41,[8:0-5-13,Edge1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.13 9-10 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.41 9-10 >898 180 I BCLL 0.0 ' Rep Stress!nor YES WB 0.27 Horz(TL) 0.12 8 n/a n/a I BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS L Weight:147 lb FT=20% 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 BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-10,6-10 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (lb/size) 8=1215/Mechanical,1=1215/0-5-8 Max Horz 1=175(LC 11) Max Uplift 8=-319(LC 12),1=-319(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2055/681,2-3=-1457/589,3-4=-1223/575,4-5=-1223/575,5-6.1453/588, 6.8=-1953/659 BOT CHORD 1-11=-532/1750,10-11=-532/1750,9-10=-493/1662,8-9=-493/1662 WEBS 2-11=0/293,2-10=-641/297,4-10=-172/716,6-10=-550/265,6-9=0/259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. It;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 14-0-0,Exterior(2)14-0-0 to 16-9-8,Interior(1)21-1-1 to 30-4-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 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 fall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=319,1=319. Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MA-7473 rev.10.93/2015 BEFORE USE riff Design valid for use only with MI1ek:ib connectors.this design is based only upon paaneters shown,and Is for an individual bolding 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. tirackg 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 lnluy a d property damage. For general guldance regardIng the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeANSI/IPI l Quay Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informaton available horn truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type Qly Ply 711633707 1318270A T51 Roof Special 1 1 I _ i Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:15 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-NBFIk?VjbGbtl3Uk1 YjG4f W XohutrdgCLDIk6YywYiY 6-0-3 12-0-0 18-9-8 20.0.0, 25-0-8 30-4-8 I 6-0-3 [ 5-11-13 I 6-9-8 11.2-8 5.0-8 5.4-0 Scale=1:52.8 6x6 11 7x6- 3x4\\3x4\\3x4\\3x4\\354\\ 3 18 19 20 21 4 7x10= 2x4 II 4x5=- s/6 r• 5 6 22 7 1 6.001712- 17 4xs /11 2 �16 1 d — 12 11 23 24 10 9 8 4x6 II 2x4 H 7x10= 6x6= 4x10= 3x5 I 6-0-3I 12-0.0 i 20-0-0 25-0-8 I 30-4-8 , 6-0-3 5-11-13 8-0-0 5-0-8 5-4-0 Plate Offsets(X,Y)-- [1:0-2-12,0-0-111,11:0-0-3,0-5-01,[1:0.0-1,0.031,[5:0-6-8,Edgel,[8:0-2-12,0-1-81,[11:0-4-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.13 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 i BC 0.67 Vert(TL) -0.36 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES I WB 0.83 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:195 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 6-10-5(4-11); WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1209/Mechanical,1=1209/0-5-8 Max Horz 1=222(LC 12) Max Uplift 8=-341(LC 9),1=-295(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2094/649,2-3=-1670/579,3-4=-1425/584,4-5=-1595/585,5-6=-946/347, 6-7=-946/347,7.8=-1159/469 BOT CHORD 1-12=-752/1802,11.12=-752/1802,10-11=-525/1383,9-10=-530/1451 WEBS 2-11=-449/227,3-11=-20/409,4-10=-67/403,5-9=-788/277,6-9=-362/233, 7-9=-509/1390 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 12-0-0,Exterior(2)12-0-0 to 20-0-0,Interior(1)20-0-0 to 30-2-12 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=341,1=295. A WARNWO-%Why design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE 90.7473 rev.1003/2015 BEFORE USE. . Design valid for use only with M ilek®connectors.iris desl{sr k t xused only upon parameters shown.and Is for an individual building component.not a truss system.Before use,the hulking designer must verily the of 4coblllty of design parameters and properly incorporate this design Into the overall tional tem andpermanent building design. Bracing Indicated a to prevent buckling of Individual truss web and/or chord members only.mala! porgy bracing M iTek Is always required for stability and to prevent collapse with possible personal IMay and property damage. For general guidance regarding the I e East Blvd.fabricati n,storage,delivery,erection aux,bracing of trusses and truss systems.SeeANSI/TP11 Qualty 6904 Park Criteria,DSB-89 and BCSI Building Component Tampa.Parka FEast 0 Safety Information available Born Truss Plate institute.218 N.Lee Street.Sale 312,Alexandria.VA 22314. A L--_. .— — Job Truss Truss Type Oty Ply 111633708 13182TOA T52 Half Hip 1 1 ______L Job Reference(optional) Building Component Supply. Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:16 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-rOp7xKW MMajkMD3xbGEVct3iO4B3a5IMZIVHf_ywYiX 5-0-3 10-0-0 16-10.1I 23-6-7 30-4-8 5-0-3 4.11-13 6-10-1 6.8.5 6.10-1 Scale-1:51.5 7x10 2x4 II 6x6- 4x5= 3 16 17 4 18 5 19 20 6.00 12 ilk ,(•} e 2x4 15 2 14 1 ATN 10 9 8 7 4x6 II 756= 7x10= 4x5= 3x5 II 10-0-0 16-10-1I 23-6-7 30-4-8 10-0-0 I 6-10-1 6-8-5 6-10-1 Plate Offsets(X,Y)-- 11:0-2-12,0-0-1l1,11:0-0-3.0-5-01,1l:0-0-1,0-0-31.[3:0-4-8,0-2-01[7:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (ioc) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.88 I Vert(LL) -0.17 10-13 >999 240 ' MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.44 10-13 >831 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(TL) 0.07 7 n/a n/a I BCDL 10.0 Code FBC2014/TP12007 Matrix-MS 1 Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1209/Mechanical,1=1209/0-5-8 Max Horz 1=206(LC 12) Max Uplift 7=-364(LC 9),1=-298(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2091/729,2-3=-1815/618,3-4=-1753/645,4-5=-1753/645,5-6=-1242/438, 6-7=-1148/464 BOT CHORD 1-10=-821/1809,9-10=-616/1562,8-9=-450/1265 WEBS 2-10=-298/232,3-10=-13/400,3-9=-121/355,4-9=-423/258,5-9=-252/629, 5-8=-826/419,6-8=-549/1558 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.Opst;h=25tt;B=451t L=30ft eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterlor(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 10-0-0,Exterior(2)10-0-0 to 14-3-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb) 7=364,1=298. A WARNING-Vartly dalgn paramotars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn•7473 rev.1QM3/2015 BEFORE USE ill. Design valid for use only with MWTeis&connectors.this design is bawd only upon parameters shown,and is for an kidividuai building component,not a truss system.Before use,the building designer must verify the aoplk:ablity of design parameters and properly incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling or individual truss web and/of chord members only.Additional temporary arid permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal nhjy and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems-seeANSI/WPI1 Quoiily Criteria,OSB419 and BCSI Building Component 6904 Parke East Blvd. Safely Information avdictale from Truss Plate Institute.218 N.Leo Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 — Job Truss Truss Type Qty Ply 711633709 13182TOA T53 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:16 2017 Page 1 I D:?9jtoW xOG 1 OEk3C I?d BMoszBOOu-rOp7xKW MMajkMD3xbGEVct3h?4ECa3NMZIV Hf_ywYiX I 8-0-0 15-6-1 I 22-10-7 30-4-8 I 8-0-0 7-6-1 7-4-5 7-6-1 Scale e 1:51.5 7x10 2x4 II 7x6= 4x5= 2 15 3 16 4 17 18 5 6.00 12 r 14 13 64 r4 9 8 7 6 4x6 II 2x4 11 7x10= 4x5= 3x5 .1 i 8-0-0 15-6-1 I 22-10-7 30-4-8 8-0-0 7-6-1 7-4-5 7-6-1 Plate Offsets(X,Y)-- 11:0-2-12,0-0-11),11:0.0-3,0-5-01,11:0-0-1,0.0-31,12:0-4-8,0-2-0),16:0-2-12,0-1-81 LOADING (psi) SPACING- 2-0-0 I CSI. DEFL, In (hoc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.94 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.35 8-9 >999 180 BCLL 0.0 •' Rep Stress Incr YES WB 0.87 Horz(TL) 0.08 6 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:153 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 6-9-10 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be Installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 6=1209/Mechanical,1=1209/0-5-8 Max Horz 1=165(LC 12) Max Uplift 6=-363(LC 9),1=-305(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2.2017/668,2-3=-21981-779,3-4=-2198/779,4-5=-1644/565,5-6=1142/458 BOT CHORD 1-9=-679/1707,8-9=-677/1713,7-8=-579/1670 WEBS 2-9-0/307,2-8=-183/684,3-8=-470/275,4-8=-240/615,4-7=-786/404,5-7=-639/1863 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 8-0-0,Exterior(2)8-0-0 to 12-3-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6=363,1=305. A WARNING-Verify design paramat rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE. mil Design valid for use only with MITek8%connectors.This design is bused only urxm parameters shown,«nl Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wtih possible personal Injury and property damage. for general guidance regardng the i fabrication,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety info/m*90n avdale from Truss Plate Institute,218 N.Lee Sheet Suite 312,Alexandria,VA 22314. ! Tampa,FL 33610 Job Truss I Truss Type Oty Ply T11633710i 13182TOA T54 Half Hip Girder 1 1 t I _ Job Reference(optional' Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:18 2017 Page 1 ID:?9jtoWxOGlOEk3Cl?dBMoszBOOu-nmwtMOYcuBzScWCJigGzh183durs2zot1B OjtywYiV 6-0-0 10-11-9 15-9-6 20-7-2 25-4-15 30-4-8 6-0-0 4-11-9 4-9-13 4-9-13 4-9-13 4-11-9 Scale=1:53.3 NAILED NAILED NAILED NAILED NAILED NAILED 7x10 4x5= 2x4 I 6x6= 4x5= 5x6= 12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 600 7 2 17 18 3 1920 21 4 22 23 524 25 26 62728 29 lir ii '7-...a0000001 1 i - .N",,,,N doo,01../ r H ' 411 nr nn nn nn p n in —ri • 30 31 13 32 33 12 34 35 11 36 37 t0 38 39 9 40 41 8 6x6= NAILED NAILED 2x4 NAILED 4x5= 7x14 MT2OHS- 4x5= NAILED 5x6= NAILED 3x8 MT2OHS I NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 10-11-9 15-9-6 20-7-2 25-4-15 30-4-8 6-0-0 i 4-11-9 I 4-9-13 1 4-9-13 4-9-13 I 4-11-9 Plate Offsets(X,Y)-- J1:Edge,0-2-131,[1:0-5-0,0-0-3),J1:0-0-3,0-0-11,[2:0-4-8,0.2-01,[6:0-2-4,0-2-0),[7:0.2.8,0-2-8),[9:0-2-8,0-2-81,[10:0-2-4,0-2-01 -- — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.81 Vert(LL) 0.31 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.73 11-12 >496 180 MT2OHS 187/143 BCLL 0.0 * i Rep Stress lncr NO WB 0.81 Horz(TL) 0.17 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-4 oc purlins, 2-5:2x4 SP SS,5-7:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. 1-11:2x4 SP SS MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be Installed during truss erection,in accordance with Stabilizer 2-12,3-11,5-11,6-10,7-9:2x4 SP No.2 Installation guide. l WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=2494/Mechanical,1=2277/0-5-8 Max Horz 1=124(LC 8) Max Uplift 8=-741(LC 5),1.658(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4002/1158,2-3=-5130/1524,3-4=-5510/1619,4-5=-5510/1619,5-6=-4792/1398, 6-7=-3009/889,7-8=-2343/791 BOT CHORD 1-13=-1074/3491,12-13=-1073/3503,11-12.1524/5130,10-11=-1417/4835, 9-10=-889/3009 WEBS 2-13=0/382,2-12=-574/2024,3-12=-869/421,3-11=-147/488,4-11=-498/303, 5-11=-247/827,5-10=-992/452,6-10=-632/2163,6-9=-1794/712,7-9=-1063/3604 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.Opst;BCDL=5.0psf;h=2511;B=45tt;L=3011;eave=4lt;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)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 100 lb uplift at joint(s)except(jt=lb) 8=741,1=658. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Continued on oaoe 2 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with Mllekb connectors.This design is based only uponparameters shown.and Is for an individual building component.not ��' a truss system.Before uso,lire hulking designer must vorily the<114Alcotalty of design parameters and properly hx:cxporate this design into the overall building design. Bracing indicated Is to prevent buckling or Indivdual truss web and/or chord members only.Additional temporary and permanent bracing Mile k* is always required for stability aid to prevent collapse with possible personal Injury and property damage. For general gukiance regarding no fabrication.storage,delivery,erection and bracing of tr uses and friss systems,seeA14SI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdk lYe from Truss Plate Insltlute.216 N.Lee Street,Suite 312.Alexa drki.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply TI1633710 13182TOA T54 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:18 2017 Page 2 ID:?9jtoWxOG10Ek3Cl?dBMoszBOOu-nmwtMOYcuBzScWCJigGzhl83durs2zoil B_OjtywYiV LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-2=-60,2-7=-60,8-14=-20 Concentrated Loads(Ib) Vert:2=-97(F)7=-122(F)8=-69(F)13=-60(F)11=-60(F)4=-97(F)17=-97(F)18=-97(F)19=-97(F)21=-97(F)23=-97(F)24=-97(F)25=-97(F)26=-97(F)28=-97(F) 29=-97(F)30=-113(F)31=-159(F)32=-60(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) WARNWG-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.I0/03/2015 BEFORE USE Design valid 1a use only with Melo connectors.this design Is based only upon parameters shown,and Is for an individual budding 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 building design. Brachg indicated Is to prevent buckling of Individual truss web and/or chord members only. Ack itiond temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal InMy and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,sercoANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available ham Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss 1Truss Type • Qty Ply T11633711 131 B2TOA Vol Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:19 2017 Page 1 I D:?9jtoW xOGl OEk3Cl?dBMoszBOOu-FzUGZMZEfV5J DgnW GOnC EVhO41OJnb W oGrjxFJyWYiU 7-11-0 7-11-0 Scale=1:18.5 2x4 II 3 p 4.5017 2x4 II 2 6 10 • v / ci ••�•••�•��•D'iiiiii••�i•-�•••.'�OOi•'i•viii••��•••••�OOi•Viiii•••••••••ii0i•'�'i•'i ii•i i••••••i o .•.iw!•!i�!�!�!�!w'Q�li•!�!•lJ.w•w'•!c'QQQi.!•!�!�IQQw'Q•!•!•!•!�!Qw••!i.•!•!•!•!i•!�!�!�!w'•!w'•!•!••QQc••!w'Q�IQ�:!•!�!Qw'i�!Q•!•!•S!�•w!�!c'w'•!Qis!•!�!�!�!w'i. 5 4 2x4 5 2x4 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P i 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=83/7-10-5,4=122/7-10-5,5=35017-10-5 Max Horz 1=107(LC 12) Max Uplift 4=-41(LC 12),5=-117(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-262/268 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-1 to 3-11-0,Interior(1)3-11-0 to 7-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) 5=117. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE A11-7473 rev.10/03/201S BEFORE USE. Design valid for use only with fvllekC connectors.1N5 design is bused only upon parameters shown,and IS for ar individual building component.not a truss system.Before use,the building designer must verily the or iplicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing I MiTek is always required for stability and to prevent collapse with possible personal Inlay and properly damage. For general guldarce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPlt Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate ktstlhAe.218 N.Lee Street.Suite 312.Nexandrla.VA 22314. Tampa.FL 33610 _l___ Job :Truss Truss Type Oty Ply i T11633712 13182TOA V02 Valley 1 1 _ Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:19 2017 Page 1 ID:?9jtoWxOGt OEk3C1?dBMoszBOOu-FzUGZMZEfV5JDgnW GOnCEVhLpIMpncloGrjxFJywYiU 5-3-0 5-3-0 Scale-1:13.6 2x4 l i 2 4.50 112 4 1 jar .: o 3 2x4% 2x4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 ria n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-P Weight:17 Ib FT-20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=171/5-2-5,3=171/5-2-5 Max Horz 1=66(LC 12) Max Uplift 1=-32(LC 12),3=-57(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45th L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-10-1 to 3-10-1,Interior(1)3-10-1 to 5-1-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. t Q WARNING-Willy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.100312016 BEFORE USE. MI/ Deslgi valid for use only with MltekB&connectors.this design is based only upon parameters shown.and Is for an hdlvl tri building component,not a truss system.Before use,the building designer must verify the appllcct lily of design parameters and properly bcorporate this design into the overall building design. Brachy indicated Is to prevent buckling of Indlvldual truss web and/or chord members only. Addlonal temporary and permanent bracing Miele 1 is always requited for stability and to prevent collapse with possble personal hfury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bulding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suitean 312.Alexandria.VA 22314. 1 Tampa.FL 33610 L s 1. Job Truss I Truss Type Qty -Ply 111633713 13182T0A V03 �Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:20 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMosz800u-k92eniZsQpD9rgMigSJ RnjDb7114W 3?yUVTVomywYiT 2-7-0 I 2-7-0 6x6- Scale=1:7.6 2 4.50 12 1 1 • 3 2x4 I Plate Offsets(X,Y)-- [2:0-1-12,0-0-10),[2:Edge,0-1-12),[3:0-1-12,0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - Na 999 BCLL 0.0 * 1 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 rVa n/a BCDL 10.0 I Code FBC2014/TPI2007 Matrix-P Weight:7 lb FT=20% 1 — LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=64/2-6-5,3=64/2-6-5 Max Horz 1=25(LC 12) Max Uplift 1=-12(LC 12),3=-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=24tt;eave=4ff;Cal. 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)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 0 WARNING-Val&design param.f rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 rev.10103/201S BEFORE USE. Design valid for use only with Mliek6 connectors.lnls design Is based only upon parameters shown.and Is for an Individual bolding component.not , a truss system.Before use,the braking designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. B achg indicated Is to prevent buckling of irrdNidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possbte personal Inlrtry and property damage. For general guidance regarding the f a ricoli sn,storage.delivery,erection and bracing of tr sses and truss systems,as-ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdety information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tanga.FL 33610 Job Truss Truss Type Oty Ply 111633714 1318270A VO4 i Valley 1 1 ,Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:21 2017 Page 1 ID:?9jtoW xOG 1 OEk3Cl?d BMoszBOOu-CLcO_2aUB6LOT_xuNpggJwmjz53PFVg5j8C2KCywYIS 8-6-0 8-6-0 Scale:t12'=1' 3 2x4 I P 6.00 12 • 2x4 II ddy 7 2 6 i t r II II1 cII .B1:., JJO.0.1 i..0000v... iO..x...O.iL...iiO.Oi.....4.74,:x4...„ 5 4 2x4 i 2x4 2x4 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=116/8-5-8,4=116/8-5-8,5=386/8-5-8 Max Horz 1=159(LC 12) Max Uplift 4=-45(LC 12),5=-151(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2.5=-289/309 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 8-4-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5=151. tilti 0 WARNING-Verily design gumption;and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10/03/201S BEFORE USE. Design valid for use only with M11ek5 connectors.Ills design Is txised only upon parameters shown.and is for an lv.NVkdual building component not a truss system.Before use,the building designer must verify the applicability of design paameters rind properly i corpxrato this design Into the overall txdlding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele Is always required to stablity and to prevent cotimse with possible personal!Nary and property damage. For general guidance regarding the lubrication.storage,delivery,erection and bracing of trusses and truss systems.seeANS/TPI I Quality Criteria,05849 and SCSI Building Component 6904 Parke East Blvd. L Salary Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 • L 1 Job I Truss Truss Type Oty Ply T11633715 13182TOA V05 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:21 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-CLc0_2aUB6LOT_xuNpggJwmkW 54uFVg5j8C2KCyWYiS 6.6.0 6-6-0 Scale=1:19.0 3 2x4 II 6.00112 7 0 2x4 I 2 6 w ' n; 5 4 2x4 2x4 II 2x4 I LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Verl(LL) n/a - rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress lncr YES WB 0.09 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=15/6-5-8,4=125/6-5-8,5=317/6-5-8 Max Horz 1=118(LC 12) Max Uplift 1=-4(LC 10),4=-49(LC 12),5=-124(LC 12) Max Gray 1=53(LC 12),4=125(LC 1),5=317(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-238/308 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25th B=45f1;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 6-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=1b) 5=124. u. 0 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MNTEIK REFERANCE PAGE MA-7473 rev.1093/2015 BEFORE USE. n Design valid for use only with Mltekls connectors.This design is[usped only upon orameters shown,and Is for an k dMdual holding component,not1,111 a truss system.Before use,the Ixriking designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek" Is always regt*ed for stability and to prevent collapse with possible personal missy and property damage. for general guidance regarding the fabrication,storage.dellvery,erection and bracing of trusses and truss systems,seeANSI/lPtI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avc able from Truss Plate Institute.218 N.lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 4 >. Job Truss Truss Type Qty Ply T11633716 13182TOA V06 Valley 1 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:22 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-gYAOCOb6yQTt48W5xW Lvs8JIVVPO_zVEyoybseywYiR 4-6-0 II 4.6.0 Scale-1:14.0 2 ' 2x4 I I 6.00112 4 1 . IIIIL -. gglgIIII • 1 • o •e r:V e rVer r••r r•;•:•••:•.X•r•:Ver er r r rig:O:•:•:•:•:•:•��rVerVhi ll i:•:•i••.:V r Ger••anti:ii'i 44.3 2x4 5 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - ria 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) rVa - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-P Weight:16 Ib FT=20%u LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=149/4-5-8,3=149/4-5-8 Max Horz 1=77(LC 12) Max Uplift 1=-20(LC 12),3=-58(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;B=45ft;L=24ft;eave=4f1;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 4-4-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 1 A WARNING-Vivify design paurneten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/0312015 BEFORE USE Design valid for use only with MITeke connectors.IIs design is based only upon parameters shown.and Is for on individual building component not lilt a Inas system.Before use.the building designer must verily the applicability of design parameters and properly Yx:rixxate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire** Is always required for stability and to prevent collapse with possible personal miry and property damage. For general guidance regarding the /tixlcatkrn,storage,delivery.erection and bracing of teases and truss systems.seeANSI/1PI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Safely Infomwlton available from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply T11633717 13182TOA V07 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:22 2017 Page 1 I D:?9jto W xOG1 OEk3Cl?dBMoszBOOu-gYAOCOb6yQTt48W 5xW Lvs8JxPV RT_zV EyoybseywYi R 2-6-0 2-6-0 Scale.1:9.0 2 2x4 I 6.00 12 1 c Ji'iiiiiii'i�i�i'i'ii'iiiii i i%�'i��i di'l'l i ii i i'i'.•:i'i ii i ii'i ii��i i•. �y��.�000d••�••••'�•:•1•i:PPJO�OO�L•••:O�O.OPPi•�POO••JPOi PPi OOJOJO • ••1•i••a1•iiiiiiii'ii'iiii114:••.+•.+i'i•:1•i'•aiii•O>ii'••••••••••••••• 3 2x4 2x4 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress'nor YES WB 0.00 Horz(TL) 0.00 rile n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=69/2-5-8,3=69/2-5-8 Max Horz 1=36(LC 12) Max Uplift 1=-9(LC 12),3=-27(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45it;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 0 WARNING-Verily design peremsiers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/201S BEFORE USE I 1 Design valid for use only with MIIekJ connectors.this design Is based only upon txxarmeters shown.and is for an individual tulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly„corporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/orchord members only. Additional ttemporary permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal him,/and property damage. For general guidance regarding the fabrlcatlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate InsBhute,218 N.Lee Street.Suite 312.Nexandria.VA 22314. Tanya.FL 33610 Job Truss Truss Type 4 Qty Ply T11633718 13182TOA V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.120 s Jun 22 2017 MiTek Industries,Inc. Wed Jul 19 08:49:23 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-8kkmPkcljkbkil5HVEs8OLr61 vnejQxOASh905ywYiQ 3-5-4 4-9-4 6-1-49.6-8 3-5-4 1.4.0 1.4-0 3-5-4 Scale=1:17.3 4x5 II 3 11 6.00 12 10 2x4 I 4 2x4 II 2 - 12 9 5 10 - u - o O O 8 7 6 2x4 2x4 I 2x4 I 2x4 i 2x4 0-g-8 3-5-4 6-1-4 i 9-6-8 0-0-8 3-4-12 2-8-0 3-5-4 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 1 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - rVa 999 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-P 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-5-8. (lb)- Max Horz 1=41(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6 Max Gray All reactions 250 lb or less at joint(s)1,5,7,8,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live toads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0pst:h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-3-7 to 4-3-7,Interior(1)4-3-7 to 4-9-4,Exterior(2)4-9-4 to 7-9-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6. 1 0 WARNING•Vwlly design parsmMers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mr•7473 rev.1Gro3r1015 BEFORE USE Nil Design valid for use only with MITek2)connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the balking designer must verify the•giplk:abllity of design parameters and properly Incorporate this design Into the overall banding design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only.Additional lernpora y 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 Blvd. latrlcatkxn,storage,delivery,erection and bracing of trusses and truss systems,seoANSI/TP11 Quality Oneida,DSB•89 and BCSI BuII 6904 ng Component Tampa.04 L East336t0 Safety Information available from Inns Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. v'W �c 11, Daz) ,., , m -I f'-' N D -1(nii 11.11 Z D x ill O .� m 5(D i'''' 00 a z �II z3 (^., j �. 6 3� Q c a7 arN� � Q a� XQ roam 3 -•� mixmmoo � �� mai o oN c--0y-Q� 0 a373(D -aD 0 (D0 c a - 3mNa Q - �.0 ,- °_� NQOOO o OQO � (D mo00 -a06 0 -O00ON N 1007 Haj 6�Q0.0 Z N "'-'-�ao� 0 m O O Q 0 U,* Z Q y OQ O O � K000a5 (.63 - ° _03 QaaO ' Wow 3 ° Q°��.o? to m -�Q (D7• 3 6--0- (D Q:-0 3 M 3 Q O 5 -0 -O Qo 5c - 0a(7 030 3mc; a O_m c O �_�� � � 1!1 ° 03D0y7 m (Q � 0 \ (D N 3 0 •0 co O O-< (D 07 Q N C Q NO 3 (D 0 7 x C 5" Q co o 0 0 O ...63 O Q Q 0 C . m (n r m m z(� D TOP CHORD (D (Q c c 2 �i cc, (7 0 c x m A v 3 N (n w? 0 0 K0 Oz `D (•^ 60'6 (A p- rn p mA rmnct�i� (Q y 3 N 7 2 OVW cn 0 A� -'0 D C a n N 0 (D QWCA ( m �cmn 0 �o m° -+ ! 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