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Truss Engineering
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: 503507- MiTek USA, Inc. Site Information 6904 Parke East Blvd. Customer Info: Trefelner Const. Project Name: Sexton Model: Carport Tampa,FL 33610-4115 Lot/Block: - Subdivision: - Address: 2809 South Brocksmith Road City: Ft. Pierce State: FL Name Address and License#of Structural Engineer of Record,If there is one,for the building. Name: License#: Address: City: State: . General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special J Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 16 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. INo. JSeal# I Truss Name I Date 1 IT9968599 JA01 112/1/16 12/1/16 12 IT9968600 JA01GBL ] wi 13_ I T9968601 I A0212/1/16 1 14 - - I T9968602 I A03 112/1/16 1 15 I T9968603 I A04 112J1/16 I 6 IT9968604 A05 112/1/16 7 IT9968605 IA06 12/1/16 8 IT9968606 IB02 12/1/16 19 I T9968607 I CJ01 112/1/16 1 110 I T9968608 J CJ02 112/1/16 1 X11 IT9968609 ICJ03 112/1/16 1 112 I T9968610 I CJ05 J 12/1/16 I ` 13 IT9968611 JJ01 12/1/16 14 IT9968612 IJ02 12/1/16 115 IT9968613 IJ03 112/1/16 1 16 _IT9968614 IT01 112/1/16 1 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters �•`�OMPS provided by Tibbetts Lumber Company-Palm Bay. `��`,��,.��G E N g .;9i�,�•,� Truss Design Engineer's Name: Albani,Thomas My license renewal date for the state of Florida is February 28,2019. _ IMPORTANT NOTE:The seal on these truss component designs is a certification SJ STATE O F that the engineer named is licensed in the jurisdiction(s)identified and that the 441 Z designs comply with ANSI/TPI 1. These designs are based upon parameters 0,�'•,T� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,��` , O R 1 `� given to MiTek. Any project specific information included is for Wales customers �� S'/•• ••�� e�` file reference purpose only,and was not taken into account in the preparation of 'S1,11111111110-'k 0 N A' these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Alban!PE No.39380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: December 1,2016 Albard,Thomas 1 of 1 .. 37-4-1 30-0" 7'4" 1—UMBER CO.,«o ���•'�.' G�M N�`••.pr.y..ge...gnn.ma..b—ewy.wrq ��.ter,«...°•.w`�°.Mrw�.•-°-...�i��n 1'4 1/2" CD C CJD ,°.aswaw'...wew'uar...:°.".a m:.mbi.`•w:ea°�..:` r..rorre.4w.... A06 2' n r�•.wo�ew.......s � ......iCd...+.r 94"cellin h �+4�^�°"'�• ""°r' A05 2' n •'"..�:«'o` "...�.rr^nrm:.a.� A03 2' 0 1'4 1/2" o = AOI 2. A01 " 2' 9'4"ceiling hgt j g c ma.r w A01 2' Hatch Legend & • oma Ao1 2. �, ®94"bearing hgt. A01 ce n 2' n app d oeauna ammy eae A01 2' n �w".a oax A01 2' 01 G8 ; s �i 30'0" 7'4" 37'4" Job Truss Truss Type City Ply T9968599 503507 A01 Common 8 1 Job Reference(optional) Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MTek Industries,Inc.Thu Dec 0108:13:213 2016 Page 1 ID:xFlcXAZEJ2VBjg7hCEytBhyXk7B-gmOjnLUaOg1NoN72cZY7fPdcjOhY xtTRHSWGxryDOVr 5 7-6 1011-15 16-4-8 2131 27-1-10 32-9-0 5.7-6 5-4-9 5-4-9 5.4-9 5-4-9 5.7-0 i ! Scale=1:54.0 4x4= 6 6.00 12 25 26 5 7 j ' 4x4 i 4x4 4 8 V 2x4 II 3 24 9 2x4 I I 2 10 1 17 16 28 29 15 14 30 31 13 12 6x6= 3x8= 6x6= X1-4-8 i 9-0-0 16-4-8 23.9-0 31-0-6 32-9-0 i 1-4-8 7-7� 7-4-8 7-48 7-7-8 1-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loo) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.10 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.23 13-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 12 n/a n/a BCOL 10.0 Code FBC2G14rrP12007 Matrix-MS Wind(LL) 0.22 13-14 >999 240 Weight'.184 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 17=1212/0-6-0,12=1212/0-6-0 Max Horz 17=302(LC 11) Max Uplift 17=-1178(LC 12),12=-1111(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-4--1351294,4-5=148112225,5.6=-1155/1804,6-7=1155/1804,7-8=1481/2225, 8-10=152/294 BOT CHORD 16-17=1652/1229,14-16--1619/1232,13-14--1619/1232,12-13---165211229 WEBS 6-14---1314[725,7-14=4861631.7-13=371M7,5-14=414/631,5-16=371/227, 4-17=-1461/1902,8-12=1461/1902 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=241t;eave=4ft;Cat II;Exp C;End.,GCpi=0.18;MWFRS(direr tonal)and C-C Extedor(2)04W to 3-0-0,Intehor(1)3-0-0 to 16-48,Extedor(2)16-4-8to 19-4-8 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 3x4 MT20 unless otherwise indicated. 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 Ib uplift atjoint(s)except GtAb) 17=1178,12=1111. WARNING-Vedfedeslgn parametin s and READ NOTES ON THIS AND INCLUDED MITFA REFERENCE PAGE M P7473 rev.10AM2015BEFORE USE. Designvalid for use onlywith WeldND m connectors.This design is based only upon parameters shown,and is for an Individual building cernponerht,not a truss system.Before use,the building desgnermust verify the applicability of design parameters and properly Incorporate this design into the overall p �Ir n buiddingdesign.Bracing indicated is topreherhtbuddingofind"Mdualtruss web and/or chordmembersonly.Adddionaltemporaryandpennanentbracing �tiTek" Is allays 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 oftrusses and truss systems,see ANSVIPII Quality Criteria,DSB�89 and SCSI Building Component 6904 Parke Fast Blvd. Safety bhformation available from Truss Plate institute,218 N.Lee Street,Sale 312,Alexandria,VA 22314. Tampa,FL 36610 Job L Reference Cpli,nal) runs russType Qty Ply T9968600 503507 01GBL GABLE 1 1 Tibbetts Lumber Co,Palm Bay,FL Run:8.020 s Aug 12016 Print:8.030 s Sep 29 2016 MITek Industries,Inc Thu Dec 0110:51 A9 2016 Page 1 I D:xFlcXAZEJZVBjg7hCEytBhyXk7&FwcnGKu?g_hAZHBCSgHQ9oXHW7h55miOMtPHpPyDN3e 5-7-6 10 11-15 + 16-4-8 21-9-1 27-1-10 32-9-0 5.7-6 5-4-9 5-49 643 5-4-9 ' 5-7-6 ' 4x4= Scale=1:59.0 6 6.00 12 lir 66 3x4 3x4 5 7 1 r 4x4 4x4 .~ 3x4! 4 8 67 2 364 9 10 1 • qr 11 ,q ( �1 17 16 68 69 15 14 70 71 13 12 1� 6x6= 3x4= 3x4= 3r8= 3x4= 6x6= 3x4= 3x4= 1-0-8 9-0-016-4-8 23-M 31-4-8 32-9-0, 1-0-8 7-7-8 7-4-8 7-4-8 7-7-8 1-4-8 Plate Offsets(X.Y)— 129:0-1-12.0-0-121,r49:0-1-12.0-2-121 LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Vdeft L/d PLATES GRIP TCU_ 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0: 013-14 >999 360 MT20 244/190 TCDL , 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.2313-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 12 n/a n1a BCDL 10.0 Code FBC2014fFP12007 Matrix-MS Wlnd(LL) 0.22 13-14 >999 240 Weight:266 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-74 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Raw at midpt 6-14 OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uie REACTIONS. (Ib/size) 17=121210-6-0,12=1212/0-6-0 Max Horz 17=302(LC 11) Max Uplift 17=-1178(LC 12),12=1111(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23=-135/280,3-64=-127284,4-64=-122294,4-5=-14812225,5-65=1155/1793, 6-05=-1083/1804,6-66=1083(1804,7-66=-1155/1793,7-8=14812225,8-67=-123294, 9-07=-136284,9-10=-152280 BOT CHORD 16-17=1652/1229,16-68=-1619/1232,68-69=1619/1232,151619/1232, 14-15=1619/1232,14-70=-1619/1232,70-71=1619/1232,13-71=1619/1232, 12-13=1652/1229 WEBS 6-14--13141725,7-14-486 1,7-13=371227,5-14=4141631,5-16=-371227, 4-17=-1461/1902,8-12=1461/1902 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuh=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=451t;L=24ft;eave=oft;Cat II;Exp C;End.,GCpi=0.18;MWFRS(directional)and GC Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 16-4-8,Exterior(2)16-4-8 to 19-4-8 zone;cantilever left and right exposed;porch left exposed;GC for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSlfrPl 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 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.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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1178 Ib uplift at joint 17 and 1111 Ib uplift at joint 12. WARNING-Vedfydeslgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIP7473 rev,laWJ2015BEFORE USE. Design valid for use only with MTekO connectors.This design Is based only upon parameters shown,and is form ind"Mdual bonding component,not a truss system.Before use,the building desgnermust verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent bucking ofindividual truss web and/or chord members only.Additional temporary and permanent bracing It �4k' Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �r VV C9 !e f18'T fabrication,storage.delivery.erection and bracing of tresses and truss systems,see ANSVIPIi Quality Criteria,DSB-89 and BCSI Wdldmg Congonerd 6904 Parke East BIW. Safety bdormadon available from Truss Plate Institute,218 N.Lee Street,Stade 312,Alocandra,VA 22314. Tampa,FL 36610 Job TrussTruss Type Qty Ply T9968601 503567 A02 Hip 1 1 J Reference otions Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc.Thu Dec 010813:312016 Page 1 ID:xFIcXAZEJ2VBjg7hCEytBhyXK?&EL3sPMWrglPyfrldHh6gG1 FHNbh1BH8v7FhAoGyDOVo 7-7-7 15-0-0 17-9-0 25.1-9 32-9-0 7-7-7 7-0-9 2-9-0 7-4-9 7-7-7 Scale=1:56.6 46= 46= 4 5 6.00 12 24 "1l 23 3x43x4 d 3 6 ab :2; e22 '264x4 7 1 1 B 15 14 13 12 11 10 9 3x4_3x6 I I 4x4= 3x6— 3x4= 3x4= 4x4= 3x6 11 3x4= 11,!r 7-7-7 15 0 17-9-0 2�r1-9 31-0� X32-9-0 i 6-2-15 7�9 2-9-0 7 4 9 64-16 1�-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.37 10-11 >965 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.37 10-11 >968 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.64 Horc(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight:180 Ib Fr=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 DC purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-12.6-11,2-14,7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 15=1212/0-6-0,9=1212/0-6-0 Max Horz 15=278(LC 11) Max Uplift 15=-1178(LC 12),9---1111(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1581/2310,3-4--1263/1935.4-5--1046/1824,5-0=1263/1935,6-7=-15812310 BOT CHORD 12-14--1957/1358,11-12=1372/1046,10-11=1943/1358 WEBS 3-12=-435/674,4-12=-614f316,5-11=-014/316,6-11=-480/674,2-14=1877/1298, 2-15=1106/1539,7-10=1877/1298,7-9=1106/1539 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt-160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h--15ft;B=45ft;L=2411;eave=4ft;Cat 11;Exp C;End.,GCpi=0.18;MVVFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,1ntedor(1)3.0.0 to 15-0-0,Exterior(2)15-0-0 to 17-9-0,Intericr(1)21-11-15 to 32-9-0 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces& MVVFRS 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 far 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(it--lb) 15=1178,9=1111. �WARNING-Vedrydesigm parameters and READ NOTES ON THIS ANO INCLUDED MrrEK REFERENCE PAGE Mfr-7473 rev.10A3R015 BEFORE USE. Design valid for use only with MTekO connectors.This design is based only upon parameters sh vvn,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 MiTek' buildingdesign.Bracing indicated is to prevent buddingofindividualWssweb and/orchordmembers only.Additlonaltemporary and permanentbracing is allays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the bVl fabrication,storage,delivery.erection and bracing oftrusses and truss systems,see ANSVIPH Quality Criteria,DSB49 and SCSI Brdrd'mg Component 6504 Padre Fast BIW. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alaandra,VA 22314. Tampa,FL 36610 Job TrussTruss Type Ory Ply T9968602 503507 A03 Hip 1 1 LbReferenoellppWnaD Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MTek Industries,Inc.Thu Dec 0108:13:32 2016 Page 1 ID:xFlcXAZEJ2VBjg7hCEytBhyXk7B-D(dEdiX5R3XpH?tprOd3pFoTQ?1 Fwf?3MvQK jyDOVn 6.7-7 130-0 19 9-0 26-1-9 32-9 0 6_; 64-9 6 9-0 649 6-7 7 Scale=1:55.9 5x5= 5x5= 4 2324 2526 5 &0o 12 22 27 t 4x4 44 1 3 6 q R . ' 2x4 II 2 21 28 2x4 I I 7 1 8 lc° d 13 29 12 1 11 31 32 10 14 9 6x6= 3x4= 3x4= 3x4= 3x4= bk6= 3x4= 3x4= r 1-4.8 9-0-0 16-0-8 i 23.9-0 1�F8 7-7-8 7-4-8 7-48 Plate Offsets(X.Y)- [4:03-0.0-2-81,[5:0-30.0-2-81 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.11 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.25 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(fL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wlnd(LL) 0.23 11-13 >999 240 Weight 177 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1212/0.6-0,9=1212/0.60 Max Horz 14--241(LC 11) Max Uplift 14=1178(LC 12),9=-1111(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23=152Y344,34=14862370,45=12082029,55=15392370,6-7=1871344 BOT CHORD 13-14---1875/1299,11-13--1545/1134,10-11=1531/1135,9-10=1861/1317 WEBS 4-13=-555/278,4-11=-275246,5-11=-275225,5.10=555/327,3-14=14802074, 2-14--250274,6-9=14842074,7-0=-225274 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf,BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0to 3-0-0,Interior(1)3-0-0to 13-0-0,Exterior(2)13-0-0 to 23.11-15,Interior(1)23-11-15 to 32-9-0 zone;cantilever left and right exposed;porch left exposed;C-C for members and farces& 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-&0 tall by 2-110 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 100 Ib uplift atjoint(s)except(V-lb) 14=1178,9=1111. AWARNING-Veifrydesignparameters and READNOTES ON THISANDINCLUDED MITEK REFERENCE PAGEMIF7473 rev.10MMSBEFORE USE. Design valid for use only with NhTekkl connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the budding designer must eerily the applicability of design parameters and properly incorporate this design into the overall bwldngdesign.Bracing indicated is to prevent buckling ofindividual truss web and/or chord members only.Addlionaltemporaryandpennanentbradrg RAj°�'�1..` is alvys required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the !l VV EE tk fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSVTP11 Quality Criteria,USS-89 and BCS!Building Component 6904 Parke East Blvd. Safety Information available hum Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 71314. Tampa,FL 30610 Job Truss Truss Type Qty Ply T9968603 aQ 503507 A04 Hip 1 1 Job Refer ce o Tion Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MTek Industries,Inc.Thu Dec 0108:13:33 2016 Page 1 I D:xFlcXAZEJ2VBjg7hCEytBhyXk?B-AjBcg2YjCNfgv8ROP681 MSLgAPKndBSCaZAHt9yDOVm i S7 7 11-0.0 i 164-8 r 21-9-0 i 27-1-9 32- 7 i r 57-7 [ it 54-8 5 97 Scale=1:55.7 4x8= 2x4 11 4x8= 4 24 5 25 6 6.00 12 •{ 4x5 i 23 26 4x5 ` 3 7 } ' 2x4 11 2 22 2x4 II C6 8 1 9 15 14 13 12 11 10 _ 3x4— 6x6= 3x4= 3x4= 3x8 = 3x4= 9x6= 3X4 32-9-0 14A1- 11-0.0 184-8 21-9-0 W-1.8 31 14A 94-8 54-8 54-8 94-8 14-8 Plate Offsets(x.Y)— N a5AO-2-0i.[6:0-5-4.0-2-01 LOADING (psf) SPACING- 2-00 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.42 14-15 >834 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.42 10-11 >838 240 BCLL 0.0 ' Rep Stress]nor YES WB 0.59 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight 182 Ib FT=20% LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 DD purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-39 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1212/0.6-0,10=1212/0-6-0 Max Horz 15=204(LC 11) Max Uplift 15=-1178(LC 12),10=-1111(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2781382,2-3--252/456,3-4--1454/2258,4-5-1420f2334.5-6-142012334, 6-7=14542258,7-0=-252/456,Bim-278/382 BOT CHORD 1-15=286/219,14-15=-177911228,12-14=1780/1241,11-12=1765/1241, 10-11=-1765/1228.9-10--286/219 WEBS 4-14=473290,4-12=372f350,5-12=327/323,6-12=372f350,6-11=-473290, 315=-1401/1856,7-10=1401/1856 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat II;Exp C;Bicl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 11-0-0,Extedor(2)114)-0 to 25-11-15,Interior(1)25-11-15 to 32-9-0 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a Irve load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-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 Ib uplift atjoint(s)except(jt--lb) 15=1178,10=1111. &WARNfNG-Ved&deslgnpammetnvs and READNOTES ON TMSANDIRCLUDED WTEXREFERENCE PAGEM/-7473nw.10/032015BEFORB USE Design valid for use only with bNTeW connectors.This design Is based only upon parameters sfcxn,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 pT g�`e, buildngdesign.Bracing indicated is to prevent budding ofindividual truss web and/or duord members orgy.Add�donaltemporwyandpenmanentbradng IVIfl is always required for stability and to prevent collapse with possible pnssonal injury and property damage.For general guidance regarding the pA� e6s} fabrication,storage,delivery[,erection and bracing of trusses and truss systems,see ANSUTPi1 Quality Cdteda,OSS-89 and BCSI Building ComPonerd 6904 Parke Fast Blvd. Safdy trdonnaaon available Oom Tnss Plate Institute,218 N.Lee Street,Suite 312,Alecandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type 0[y Ply 79968604 503507 A05 Hip 1 1 Job Reference o nil Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MTek Industries,Inc.Thu Dec 0108:13:34 2016 Page 1 ID:xFI cXAZEJ2V Bjg7hCEytBhyXk?B-L-M-20ZLzgN000CzpfXugtohpkWOi9M pDvgPbyDOVI i 47-7 &0-0 1 16-4-8 23-s-0 za-t-9 3z-9-0 i 4-7-7 4-0-9 7�-8 7-48 4�-9 47-7 Scale=1:55.7 4x8= 2x4 11 4xa= 4 23 24 5 25 26 6 6.00 12 4x5 4x5 3 7 :2x4 112 zz 27 2x4 II 4s 9 15 14 13 12 11 10 3x4= 6x6= 3x4= 3x4= 3x8 = 3x4= .6x6= 3x4= 32-40 1-0-81- 940164.8 23-8-0 31-1-e 31 1dA 74.8 7d8 7.48 7-" 1h8 Plate Offsets(X Y)— f4_:0-511.0-2-01.r6:D54.0-2-01 LOADING (psf) SPACING- 2-110 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.26 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.23 12-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.07 10 Na n/a BCDL 10.0 Code FBC2014[rP12007 Matrb(-MS Weight 173 Ib 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 3-11-10 DD bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-12.6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer InstallaJon guide. REACTIONS. (Ib/size) 15=1212/16-0,10=1212/G-6-0 Max Horz 15=-167(LC 10) Max Uplift 15=-1178(LC 12),10=-1111(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2127253,3-4=15072344,45=17702832,5-6=17702832,6-7=1507/2344, 7-8=127253 BOT CHORD 14-15---1677/1125,12-14--190011303,11-12=1882/1303,10-11=-1660/1125 WEBS 314=-311288,4-14=-311206,412=-0201624,5-12=459/457,6-12=-8201624, 6-11=-311/206,7-11=-3111288,315=14202021,7-10=14202021 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu1t=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;"fift;B=45ft;L=24ft;eave=4ft;Cat ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 28-2-12,Interior(1)28-2-12 to 32-9-0 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces& MWFRS far 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 Iced 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 Ib uplift atjoint(s)except(It--lb) 15=1178,10=1111. WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED WTEX REFERENCE PAGE MIL7473 my.10iD3,2015BEFORE USE Design valid for use only with WTeM connectors.This design is based only upon parameters shower,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing A A�'f�1� is allays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M i Y3- fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIIIPII Quality Criteria,DSB-89 and BCSI Brdld'crg Component 6904 Pad e East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,suite 31Z Alexandria,VA 72314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T9968605 503507 A06 Hip Girder 1 1 Job Reference onor Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MTek Industries,Inc.Thu Dec 0108:13:35 2016 Page 1 ID:xRcXAZEJ2VBjg7hCEytBhyXk7&76JNFkZzk vO8SbOWXAmRtOzcDyC71aVzdwyDOVk 1 1-7-8 11-9-2 1648 2"7 o-11-14 i 259-0 31-0.8 i 1-7-8 54-8 49-2 47-6 47-8 49.2 S7-B Scale=1:53.2 Bx12 MT20HS% 6x12 MT20HS= 2x4 I I 3x8= 64= 2x4 I I 6.00 12 3 21 22 23 4 24 25 5 26 6 7 27 28 29 8 ( 4x8 31 4x8 2 9 1 d 11771IN 17 16 32 33 15 14 34 35 13 36 37 12 38 39 17 40 41 12 10 j 3x6 11 6x6= 3x8 MT20HS= 2x4 11 4x8= 6x6= 4x6 I I 3x4= 4x10= 1-0-8 5-0-8 432 47-6 47-6 49-2 i7A Plate Offsets(X.Y)— 13:0-3-12.Edoe1 t6:0-3-0.Ednel 18:0-54.0-3-81 LOADING (psf) SPACING- 2-110 CSI. DEFL in (lop) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.45 12-13 >785 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.36 12-13 >976 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(fL) -0.12 10 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Weight 206 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-8 00 purlins, 3-6,6-8:2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2*Except- BOT CHORD Rigid ceiling directly applied or 2-7-8 oc bracing. 10-14:2x4 SP DSS MiTek recommends that Stabilizers and WEBS 2x4 SP No.2*Except* required cross Stabilizer 2-17,2-16,3-15,8-12,9-10.9-11:2x6 SP No.2 be installed during truss erection,in accordance withabilizer I II uide. REACTIONS. (Ib/size) 17=1820/0.6-0,10=1803/0-6-0 Max Horz 17=115(LC 31) Max Uplift 17=-2213(LC 8),10=-2170(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=253213174,34--3427/4388,4-5-—3423/4383,5-7=3444/4357,7-8=-0447/4360, 8-9=2626/3166,9-10=-16892020 BOT CHORD 15-16=-2748!2194,13-15676/3793,12-13-467613793,11-12=-27402271, 10-11=-273227 WEBS 2-17=-17242084,2-1 6=262 621 27,3-15=-1891/1597,4-15=5001550,5-115=488/551, 5-13=-262/305,5-12=-4581585,7-12=-0911537,8-12=1868/1516,9-11=-25092080 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left 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 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 100 Ib uplift atjoint(s)except(it--lb) 17=2213,10=2170. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)131 Ib down and 176 Ib up at 7-M,131 Ib down and 168 Ib up at 9-0-12,131 Ib down and 168 Ib up at 11-0-12,131 Ib down and 168 Ib up at 13-0-12,131 Ib down and 168 Ib up at 115-0-12,1131 Ib down and 168 Ib up at 17-0-12,131 Ib down and 168 Ib up at 19-0-12,131 Ib down and 168 Ib up at 21-0-12,131 Ib down and 168 Ib up at 23-0-12,131 Ib down and 170 Ib up at 25-0-12,45 Ib down and 98 Ib up at 27-0-12, and 90 Ib down and 138 Ib up at 29-0-12,and 44 Ib down and 23 Ib up at 31-1-12 on tap chord,and 109 Ib down and 347 Ib up at 7.0-0,53 Ib dawn and 108 Ib up at 90-12,53 Ib down and 108 Ib up at 11-0-12,53 Ib down and 108 Ib up at 13-0-12,53 Ib down and 108 Ib up at 15-0-12,53 Ib down and 108 Ib up at 17-0-12,53 Ib down and 108 Ib up at 190-12,53 Ib dawn and 108 Ib up at 21-0-12,53 Ib down and 108 Ib up at 23-0-12,53111 down and 108 Ib up at 25-0-12,and 100 Ib down and 177 Ib up at 27-0-12,and 54 Ib down and 120 Ib up at 290-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of ofjig� Co 'nu�or>_o�ae 11 WARNING-Verfry design parameters and READ NOTES ON THIS AND rNCLtrD®MREN REFERENCE PAGE Mr47473 rev.10/0320158EFORE USE. ; Design valid for use only with WrdcO eannedars.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 A� buil6ngdesign.Bracing indicated isto preventbucking ofindividualtrussweb andfordrord membersordy.Additionaltemporayandpernarrentbradng WAi4�Pk' Is ahvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Y9 fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,AlexaMrta,VA 72314. Tampa,FL 36610 Job Truss [MpGirder russ Type QtY PIY 7996860.5 503507 A06 1 1 lJoblReferenge(optLionao Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc.Thu Dec of 08:13:35 2016 Page 2 ID:xFlcXAZEJ2VBjg7hCEytBhyXIQB•76JNFkZzk wOBSbOWXAmRtQzcDyC71aV2lfOylyDOVk NOTES- 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:13=54,3.8=54,8-9---54,10-18---20 Concentrated Loads(lb) Vert:3=-70(B)6=70(6)1&-94(B)7=70(B)12=-34(B)22=70(B)23---70(B)24=70(B)25=70(B)26=70(B)27=-70(B)29=-70(B)30=13(13)31=-50(B)32---34(B) 33=-34(B)34=-34(B)35=-34(B)36=34(B)37=34(B)38=-34(B)39=34(B)40=100(8)41=54(B) S a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M TEK REFERENCE PAGE M.7473 rev.IaWf MS BEFORE USE. Design valid for use only with NGrek&connectors.This design is based only upon parameters shown,and Is for an individual building component,not a buss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall buildingdesign.Bracing indicated is to prevent buckling ofindividual truss web andfor chord members only.Additional temporary and permanent bracing yr A�4�1ric�" Is always required for stabilitymVV!!and to prevent collapse with possible personal injury and property damage.For general guidance regarding the !9 19 fabrication,storage,delivery.erection and bracing of busses and truss systems,see ANSVTPII Quality Criteria,USB-89 and BCSI Building Component 6904 Padre last Blvd. Sarety information available from Truss Plate Institute,218 N.Lee Street,Site 312,Almumdria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T9968606 503507 B02 Common 4 T1 ' ferrer o 'o a Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MTek Industries,Inc.Thu Dec 010813:36 2016 Page 1 I D:xFlcXAZEJ2VBjg7hCEytBhyXk?B-bltT4abM2EmcAa4El?25zJ4cLJKshOeHXOxUUyDOVj 4-15 83.1 r 4-1-9 4-1-9 4x4= Scale=1:18.3 3 6.00 12 17 16 2x4 11 4 2x4 11 2 18 15 1 5 2x4— N4II 2x4= a s 2t4 11 2x4 I I 1 4 6 Q-2 2_75 2_75 0-T2 1 4 B LOADING (psf) SPACING- 2-0.0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.02 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 Na n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wjnd(LL) 0.02 7 >999 240 Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS. 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=305/03-8,6=30510-3-0 Max Horz 8=-76(LC 10) Max Uplift 8=-305(LC 12),6=229(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=180/352,4-6=180/352 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h--15ft;B=45ft;L=24ft;eave=oft;Cat 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0.0 to 3-0.0.Interior(1)3-0-0 to 4-1-9,Exterior(2)4-1-9 to 7-1-9 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except(V-lb) 8--305.6--229. WARNING-Verlrydesfgn parameters and READ NOTES ON THIS AND INCLUDED Mn EK REFERENCE PAGE Mll-7473 rev.10/M015 BEFORE USE. Desigthe valid for use only with MiTeW Connectors.This design is based only upon parameters shown,and is for an Individual building componeriL not Mall a Ms systern.Before use, e building designer must verify the applicability of design parameters and properly Incorporate O �� this design into the overall building design.Bracing indicated is to prevent budding ofindividual truss web and%or chord members orgy.Additionaltemporaryandpemmnentbradng 'Y� Is always required for stability and to prevent collapse with possible personalMIYY injury and property damage.For general guidance regarding the k fabrication.storage,delivery.erection and bracing oftrusses and truss systems,see ANSVMI Quality Criteria,DSB4W and BCS!Building Component 6904 Parke East Blvd. Safety lydorrnation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss TypeQty Ply T9968807 503507 CJ01 Comer Jack 2 1 Job Refer ce o tions Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 Mi Tek Industries,Inc.Thu Dec 01 08:13:36 2016 Page 1 I DxFlcXAZEJ2VBjg7hCEytBhyXk?&bltlT4abM2EmcAa4El?z5zLDcXvshMeHXOxUUyDOVj 1-0-0 1-0-0 i Scale=1:7.8 6.00 12 2 1 CS ti d 3 2x4= PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX UPLIFT AND MAX HORZ REACTIONS SPECIFIED BELOW. 1.0-0 1-0-0 LOADING (pst) SPACING- 2-&0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 6 nfr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horc(TL) 0.00 rda Na BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:3 Ib FT=20% LUMBER- BRACING- TOP CHORD_ 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 140-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=73/Mechanical,3=0/Mechanical Max Horz 2=53(LC 1),3--61(LC 12) Max Uplift 271(LC 12) Max Grav 2=73(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-Al forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h--15ft;B=45ft;L=24ft;eave=4ft;Cat 11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&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 Ib uplift atjoint(s)2. WARNING-Verrfydesfgn parameters and READ NOTES ON THIS AND INCLUDEDAUTEK REFERENCE PAGE W-7473 rev.fON320f5BEFOREUSE. Design valid for use only with ANTelM connectors.This design is based only upon parametersshown,and is for an individual building cornponont,not a truss system.Before use,the building desgnermust vedlythe applicability of design parameters and property incorporate this design into the overall building design.Bracing indicted is to prevent buddng ofirdividual truss web andror chord members orgy.Addgonaltemporaryandpermanentbracing ��°C�YtC:` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the C fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSUrP11 Quality Criteria,DSB-89 and BCSI Building Comporned 6904 Parke East Blvd. Safety Information available from Thus Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss russType Qty Ply T9968608 503507 CJ02 Diagonal Hip Girder 1 1 Job ReferenceCotion Tibbetts Lumber Co, Palm Say,FL 8.030 s Sep 29 2016 MTek Industries,Inc. Thu Dec 01 08:13:37 2016 Page 1 ID:xFlcXAZEJ2VBjg7hCEyt8hyXk?B-3VR7gQbEGbA50minexDEW VRdOnWb7YOVBBUDMDOVi 4-11-0 9-10-1 4-11-0 4-11-1 4 Scale:12' 1' 4.24 FIT 13 3x4 3 12 I 2x4 11 2 1 LJ UJ 14 15 7 16 6 2x4 8 2x4 I I 3x45 2x4 II t 1-10-4 W11 2-8.8 i 0-11-8 3-105 at-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loo) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.15 6-7 >600 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.10 6-7 >877 240 BCLL 0.0 ' Rep Stress Irlcr NO WB 0.07 HOrz(TL) 0.05 4 n1a nta BCDL 10.0 Code FBC2014ITP12007 Matrbt-MS Weight.41 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=123/Mechanical,5=87/Mechanical,8=476/0-8-8 Max Horz 8=184(1_C 8) Max Uplift 4=141(LC 8),5=-212(LC 8),8=-571(LC 8) Max Grav 4=123(LC 1),5=113(LC3),8=476(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=11626D,2-3=116/287 BOT CHORD 1-8=260/127,7-8= 58/79,6-7=358179 WEBS 3.6=86ri90,2-0=234276 NOTES- 1)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B--45ft;L=24ft;eave=oft;Cat II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd 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 Ib uplift atjoint(s)except(it--lb) 4=141,5=212,8--571. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)88 Ib down and 64 Ib up at 4-2-15,88 Ib down and 64 Ib up at 4-2-15,and 119 Ib down and 115 Ib up at 7-0-14,and 119 Ib down and 115 Ib up at 7-0-14 on top chord,and 45 Ib down and 79 Ib up at 1-0-15,45 Ib down and 79 Ib up at 141-15,52 Ib up at 4-2-15,52 Ib up at 4-2-15,and 8 Ib down and 17 Ib up at 7-0-14,and 8 Ib down and 17 Ib up at 7-0-14 on bottom chord. The design/selection of such connection devioe(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=54,5.9=-20 Concentrated Loads(lb) Vert:12=52(F=26,6=26)14=90(F=45,B=45)15=68(F=34,B=34)16=3(F=1,B=1) WARWNG-Ve ft dedgn parameters and READ NOTES ON TM AND INCLUDED MITEK REFERENCE PAGE MIF7473 hey.101034WD BEFORE USE. Design valid foruse onlywith WreW connectors.This design is based onryupon parmndersshown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding ofindividual buss web andror chord members only.Additional temporary and permanent bracing P1 A'�eA. rC Is always required for stability and to prevent collapse with possible personal injury and property damage.Forgeneral guidance regard'chg the i V i fabrication,storage,delivery,erection and bracing ofhusses and truss systems,see ANSVrP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irdonnation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 r Job Truss Truss Type Qty Ply T9988809 503507 CJ03 Comer Jack 2 1 LbReferenoelo na Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MTek Industries,Inc.Thu Dec 0108.13:38 2016 Page 1 ID:xFIcXAZEJ2VBjg7hCEytBhyXk7B-Xh_Vbncslvly wKzCfkT3W2hfQCiKbBrkri2YMyDOVh 3-0-0 3.0-0 Scale=1:12.9 3 6.00 12 2x4 II 2 .� qq LJ 1 4 N 4 2x4= 2x4 11 5 1-4-8 030 1-0-8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 45 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014[rP12007 Matrix-MP Wlnd(LL) -0.00 5 >999 240 Weight 11 Ib FT=20% LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-110 Dc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 Dc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=-2/Mechanical,4=24/Mechanical,5=243/0.60 Max Horz 5=79(LC 12) Max Uplift 3=-32(LC 9),4=-37(LC 18),5181(LC 12) Max Grav 3--21(LC:10),5=243(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=142/266 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf,BCDL=6.Opsf;tt=15ft;B=45ft;L=24ft;eave=oft;Cat ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces B 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 five 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-&0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connexons. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)3,4 except(it—lb) 5=181. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7EH REFERENCE PAGE MII.7473 my.10AMMSBEFORE USE �.*R Design valid forum only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall ft��� buil&ng design.Bracing Indicated is to prevent budding of individual truss web andfor lord members ordy.Additional temporary and pennane t bracing ,y@'�'ek is allays 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 oftrusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Bteld'i g Component 6904 parka Eat Blvd. Truss Information available from Tns plate Institute,218 N.Lee Street,Site 31Z Alexandra71 ,VA 314. Tampa,FL 36610 Job Truss Truss TypeQty Ply T9968610 503507 CJ05 Comer Jack 2 1 Job eferenceo bona Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc.Thu Dec 0108:13:38 2016 Page 1 ID:xFI cXAZEJ2VBjg7hCEytBhyXIC1B-Xh_Vtmcsivl y7wKzCtkT3W2eaQAUlmyxkrt2YMyDOVh 5-0-0 5-0.0 Scale=1:18.7 3 6.00 F12- 10 i o 2x4 I I o 2 n N � 9 1 4 2x4= 5 2x4 II 1-4-8 3-0-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 45 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.01 45 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 HOrz(fL) -0.04 3 n/a n/a BCDL 10.0 Code FBC2G14rrP12007 Matrix-MP Weight:17 Ib FT=20% LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=70/Mechanical,4=24/Mechanical,5=272/0-6-0 Max Horz 5=132(LC 12) Max Uplift 3=-94(LC 12),4=56(LC 9),5=207(LC 12) Max Grav 3=85(LC 17),4=51(LC 3),5=272(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=257/106 WEBS 2-5=209/334 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;tF15ft;B--45ft;L=24ft;eave=4ft;Cat II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;porch left exposed;C-C for members and farces&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 3-60 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 Ib uplift atjoint(s)3,4 except at--lb) 5=207. WARNING-VerHy design parameters and READ NOTES ON THIS AND INCLUDED MIrEX REFERENCE PAGE MIF7473 rev f0/83R815BEFORE USE. Design valid forum only with MTek0 co nnedors.This design Is based only upon parameters shown,and Is form individual building component,not a truss system.Before use,the building designermust verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing Indicated Is to prevent bucking ofindividual truss web andror chord membersonly.Additional temporary and permanent bracing A N�'E"�t�-` Is alldin always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6 V R G Et fabrication,storage,delivery,erection and bracing oftrusses and truss systen%see ANSVTPl1 Quality Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safely hdormation available from Truss Plate Institute,218N.Lee street,Shite 312,Alexandria,VA 71314. Tampa,FL 36610 Job Truss ru"Type Qty �Ply 503507 J01 Jadt-Open 10 1 Jab a err ce o bona T9968611 Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc.Thu Dec 0108:13:39 2016 Page 1 I DDcFI mWEJ2VBjg7hCEy[BhyXk?B-?tYt56cUaDQpd3v91 MF ibjagsgPr3165zVdb5pyDOVg 7-0-0 7-0-0 Sale=124.3 3 6.00 12 9 10 2x4 I I b 2 1 Ll 3x4= 5 4 3x6 11 1-4-5 5-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loo) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.18 45 >345 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.08 45 >754 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.14 3 nta n1a BCDL 10.0 Code FBC2014rrP12007 Mahtx_MS Weight 23 Ib 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 10-0-0 Dc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3--124/Mechanical,4=54/Mechanical,5=335/06-0 Max Horz 5=186(LC 12) Max Uplift 3=-152(LC 12),4=88(LC 12),5=258(LC 12) Max Grav 3=140(LC 17),4=93(LC 3),5=335(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=324/162 BOT CHORD 1-5=125/294 WEBS 25=343!363 NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf,BCDL=6.Opsf;h=15ft,B=45ft;L=24ft;eave=oft;Cat II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 300,Interior(1)3-0-0 to 6-114 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 35-0 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 Ib uplift atjoint(s)4 except(it—lb) 3--152,5--258. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED A9TEIC REFERENCE PAGE 1101I1-7473 rev.IOMMMi5BEFORE USE. Design valid for use only with Wrek®connedom.This design is based only upon parameters shown,and Is for an individual building component,not a taus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ buildngdesign.Bracing indicated is to prevent buckling ofindividualWsweb andforchord members only.Additionaltemporayandpermanentbradmg MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding file fabrication,storage.delNay.erection and bradrg cftrusses and truss systems.see ANSVTP11 Quality Criteria,USB-89 and BCSI Building Component 6904 Padre Fast Blvd. Safely information available fawn Truss Plate Institute,218N.Lee Street,Suite 312,Ale a dria,VA 72314. Tampa,FL 36610 Job Truss Truss Type �Qty Ply T9968612 503507 J02 Jack-Open 1 1 Job Reference o 'coal Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc.Thu Dec 0108:13:39 2016 Page 1 I D:xFlcXAZEJ2V Bjg7hCEyIBhyXk?B-?tYt56cUoDOpd3v91MFibjakggNN32J5zVdb5pyDOVg 5.7-8 760 J 5-7-8 1-4-8 Scale=1:22.8 4x4= 3 4 6.00 12 • 11 F-1 IH 2x4 I I 2 1Lj �1 6 2x4= 7 2x4 11 5 2x4 I I 1-4-8 4-60 LOADING (psf) SPACING- 24)-0 CSI. DEFL in (loo) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.21 6-7 >297 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.09 6-7 >684 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.20 4 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-MS Weight'.27 Ib FT=20% LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 DO purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 Dc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4--59/Mechanical,5=120/Mechanical,7=335/0.6-0 Max Horz 7=152(LC 12) Max Uplift 4=-66(LC 9),5=157(LC 12),7=279(1_C 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=2281293 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and CC Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-8,Extedor(2)5-7-8 to 6-114 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)4 except Gt=lb) 5--157,7=279. WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M/F7473 rev.1dWaO1SBEFORE USE. �* Design valid for use only with MTekg carmectors.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 applic&4dy 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.Additionaltempormyandpermanentbmdrng MOW is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivey,erection and bracing oftnrsses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety hNonnerion available from Truss Plate Institute,218 N.Lee Skeet,Suite 312,Alexandria,VA 72314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 79968613 503507 J03 Jack-Open Reference pen 1 1 otion Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MiTek Industries,Inc.Thu Dec 01 08:13:40 2016 Page 1 I D:xF ICXAZEJ2V Bjg7hCEytBhyXK?B-T46F IRd6ZWYgFDUMJ4mx8x7yNEDoVVVEB9M9dFyDOVf 37-8 7-0.0 37-8 34-8---- Scale=1:15.6 5x5= 3 12 4 6.00 12 11 - ' 2x4 I I 2 1 zza= 62x4 II 5 7 2xa II 1-4.8 30 2-0-0 34-8 Plate Offsets(X Y)— 13:0.2 a 072A LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.19 5-6 >339 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.10 5-6 >653 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.19 4 n/a n/a BCDL 10.0 Code FBC2014frPl20D7 Matrix-MS Weight:25 Ib FT=20% LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudirls. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 Dc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4-104/Mechanical,5=74/Mechanical,7=335/0.6-0 Max Horz 7=98(LC 12) Max Uplift 4--106(LC 9),5=1G0(LC 9),7=305(LC 12) Max Grav 4-104(LC 1),5=90(LC 3),7=335(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=161/306 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;til=15ft;B=45ft;L=24ft;eave=oft;Cat ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-8,Exterior(2)3-7-8 to 6-114 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 Ib uplift atjoint(s)except(jt--lb) 4=1106,5=100,7=305. WARNING-Verify design parameters and READ NOTES ON THIS AND INCWDED M/rEK REFERENCE PAGE M1F7473 rev.10IMM5BEFORE USE. lam* Design valid for use only with NLreW connectors.This design is based only upon parameters shown.and is for an individual building component,not t-�>✓ 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 bucking ofindividual truss web and/or Mord members only.Additonaltemporaryandpermanentbraang 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 oftrusses and truss systems,see ANSYMI Quality Criteria,DSB49 and BCSI Brdldng Component 6904 Parke East BIW. Safety Information available from Truss Plate institute.218 N.Lee Skeet,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T9968614 503507 T01 Roof Special Supported Gable 1 1 Job Reference(-pto Qty Tibbetts Lumber Co, Palm Bay,FL 8.030 s Sep 29 2016 MTek Industries,Inc.Thu Dec 0108:13:40 2016 Page 1 ID:xFlcXAZFr12VBjg7hCEytBhyXk?B•T46FIRd6ZWYg FDUMJ4mx8x7OUEvBoUEEB9M9dFyDOVf 4-1-9 7-0.0 4-1-9 2-10-7 4x4= Scale=1:17.3 3 6.00 12 �A 11 4 2 5 10 1 °f 9 8 7 6 i 7-0-0 i 7-D-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loo) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n1a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 MatrixS Weight 29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Do purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-0-0. (lb)- Max Horz 1=67(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s)1,6,8,7 except 9=121(LC 12) Max Grav All reactions 250 Ib or less atjojnt(s)1,6,8,9,7 FORCES. (lb)-Max.Comp./Max.Ten.-Al forces 250(lb)or less except when shown. WEBS 2-9=153/411,4-7=116/336 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=6.Opsf;h=15ft;B=45ft;L=24ft;ceve=2ft;Cat II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0.0 to 3-0-0,Exterior(2)3-0-0 to 4-1-9,Corner(3)4.1-9 to 6-10-0 zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTP1 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,6,8;7 except (jt=1b)9=121. WARNING-VerHydesfgn parameters and READ NOTES ON THIS AND INCLUDED M1 fEK REFERENCE PAGE Mll-7473 rev.10AMMISREFORE USE. Design valid for use only with WrekO connectors.This design is based only upon parameters shown.and is for an Individual building component,not a huss system.Before use,the budding 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 andlor chord members only.Additional temporary and permanent bracing Fyyi'i`�k' Is always required for stability and to prevent collapse with possible peonu sal injury and property damage.For genal guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,we ANSYMI Quality Criteria,DSB-89 and BCS!Bndldmg Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alaandria,VA 22314. Tampa,FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 14_ 3 " Center plate on joint unless x,y 6-4'8 dimensions shown in fl-in-sixteenths Failure to Follow Could Cause Property 1 /4 offsets are indicted. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. � cC1-2cC2-32. Truss bracing must be designed by an engineer.For 0-1161 wide truss spacing,individual lateral braces themselves 0 WEBS bq 4 may require bracing,or alternative Tor I I O pw bracing should be considered. I U V`_ 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7.8 c cs F- designer,erection supervisor,property owner and plates 0- 1/14'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERSILETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication.. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection, the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless Otherwise Shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. If indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 it spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.install and load vertically unless indicated otherwise. Min size shown is for crushing only. 16.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. Re BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with • Guide to Good Practice for Handling, ANSI/TPI 1 quality Criteria. M I Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03!2015