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HomeMy WebLinkAboutMitek, truss desgins Lumber design values.are.in accordance°with ANSI/TPI I :section 6.3 These truss designs rely on lumber values establisher: hur olay .r . . MiTek � RE: 971200-971200-Lewis Res. MiTek USA, Inc. f 6904 Parke East Blvd. .__Site Information: a a,.FC 33610-4115 Customer Info: Casco Construction, Inc. Project Name: Lewis Residence Model: GTus�om Lot/Block: .. Subdivision: .. Address: 5304 Pinetree Drive City: Fort Pierce State: FL -- Name Address and License#of Structural Engineer of Record., If there is one,for the building. .Name: Paul Welch License.#: .29945 Address: 1984-S.W Biltmore St. Suite 114 City: Port Saint Lucie. State: FL General Truss.Engine.ering Criteria&.DesignLoads-(Individual Truss,Design Drawings Show Special- Loading.Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 64 individual, Truss Design Drawings and 0 Additional Drawings. With.my seal affixed to this sheet, I hereby certify that] 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. Truss Name Date No. Seal# Truss Name Date ------ -- —[No — -_ Seal# ._ T108_8_48_26 CJ01 _ __ 4/14/17 __ 18 T1088484_3_- H_J05 _ 4/14/17__ 12 IT10884827 ICJ02 I-4/14/1.7 11.9 IT10884844 I T01 14%14%17 13 I T10S84$281 CJ03 1 4/14/17 120 1 T10884845 f T02 4/14/17 14 I T10884829 ICJ04 14/14/17 121 I T10884846 I T03 4/14/17 15 I T10884830 I CJ05 14/14/17 122 I T10884847 1 T04 14/14/17 16_ T05, .1 4/14/17_j 7 IT10884832 ICJ07 14/14/117 124 I T10884849 I T06 1,4/14/117 .18 IT10884833 I CJ08 14/14/17 125 I T10884850 I T07 14/14/17 1 19 I T10884834 I CJ09 14/14/17 I26 I T10884851 1 T08 14/14/17 110 I T108848335 EJ01 14/14/17 127 1 T10884852 I T09 14/14/17 1 11 1T10884.836 JEJ02. I4/14/17 28 T10884853.1T10 l4/14/17 1 112 1 T10884837 I EJ03 14/14/17 129 1 T10884854 1 T11 14/14/17 1 J_t3—T10884838 f EJ04____i4/14/17_130 T1_� 08848551T_12 4/14117_� 14 T10884839 J'EJ05 14/14/17 131 1 T10884856 1 T13 141. 4/17- 1 115 I T10884840 I HJ01 14/14/17 '132 I T10884857 I T14 14/14/17 I 116 JT108848411 HJ03__ _14/14/17_f 33�T108848b8J T45 ____�4/.14/_17 J 17 1 T10884842 I HHJ04 14/14/117 134 1 T10884859 1 T16 14/14/17 I w The truss drawing(s)referenced'above.have been prepared by NET& SV.0 CER P F��ore USA,Inc.under my direct supervision based on the parameters �, .�1,.•�"G E�N 3•: �y s�� provided by Builders FirstSource-Plant City. o®� • �' F••'• No 2283 Truss Design Engineer's Name: Finn, Walter =* *o My.license renewal.date for the,state of Florida is February 28,2.019_ — .IMPORTANT NOTE:The seal on these truss component designs is a certification i�: S:TA E OF 'that the engineer named is licensed in the jurisdiction(s)identified and that the 10 ,�••,�` P o®� designs comply with ANSI/TPI 1. These designs are based upon parameters 0�s O R 0• N e shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i s•'`'••••••'� �� firi pld taken oic i customers n rs ySj10NA; 09 file reference purposeony,an was not nto-included in the preparation of these designs. MTek has not independently verified the applicability of the design Walter P.Finn PE No.22839 parameters or the designs for any particular building. Before use,the building designer NllTek USA,Inc.FL Cert 604 should:verify applicability.of design parameters and properly incorporate.these designs 6904 Parke East Bl d.Tampa FL33610 into the overall building design per ANSI/TPI 1,Chapter 2. Date: April.14,2017 Finn,Walter 1 of 2 a I i -' RE: 971200- 971200- Lewis Res. Site Information: \ Customer Info_: Casco_ Construction, Inc. Project Name: Lewis Residence ,Model: Custom Lot�Block: .. Subdivision: .. Address: 5304 Pinetree Drive City: Fort Pierce State: FL No. Seal Truss Name Date 35 T10884860 36 IT10884861 I T18 14/11.4/l7 137 !T10884862 i T19 14/14/17 I [.38 T10884863�20 �4/14/17 39 1T10884864 T21 l4/14/17 1 �40_1T1_A84865 I T22___ 4/14/17 j 41- I T10884866 I T23 14114/17 I 42 'T10884867 I T24 14114/17 I l43_.)T 108848681 T25_ _-_4/_14/17- I 144 IT1:0884869 I T26 14/14/17 I L45 _.�T10884870 LT27 _____-___L4/14/17,_� I 46 IT10884871 I T28 14/14/17 147 IT10884872 I T29 [4/14/17 [ 48 1T1`0884873 1 T30 14/14/17 I 149 1T1,0884874 I T31 I4/14/17 I 151 IT10884876.I T33 14/14/17 L52 IT10884877 IT34 14114117 53 IT1'0884878 I V01 I4%14/17 1 154 IT10884879 I V02 14/14/17 �55 IT1:0884880 I V03 14/14/17 156 IT10884881 1 VO4 14/14/.17 157 _-_-f T108848821V05_ 14/14Y17-_-f 158 IT10884883 I V06 14/14/17 I I59 IT10884884 I V07 14/14/17 I 6LO_.[_T10884885_LV081-4_/14/177 L1 _ IT10884886 :J V09'___ �4/14l17 L62-_-LT_1.0884887-�V10 ___14114/17_f 63 IT10884888 I V11 14/14/17 1 164 iT10884889 i Vl-2 14/14/17 I ' I 2 of 2 I s Truss Truss Type Qty Ply 971200-Lewis Res. 71088482fi 00 C.101 Jack-Open .20 1 , J b R feren o floral Ilders FirstSource, Plant City,FL 33566 7.640 s Apr 19 2016 MTek Indusbies,.inc.Fri Apr 14 09:32:34 2017 Page 1 , ID:gJgX_DvrhrB_Ddl rCi4NwlziePs-jwW96DUntEta3P_JJjszCVmICPBa=WmSbEgzQsBB -2-0-0- 1-0-0 2-O-0 1-0-0 Scale=1:8.3 3 I i szo 112 .Z �I o i i v ,I o \\y� 4 1 I 3x4= V Plate Offsets.X'Y-- 2:0-0-2 Ed e LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc). I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 10.45 Vert(LL) 0.00 5 >999 360 MT20 244/190 T.CDL 7:0 Lumber DOL 1.26 BC' .0.08 Vert(TL) 0.00 5 >999 240 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0_ Code:FBC2014rrP12007 (Matrix-M)_ Weight:7 lb: FT=-20% LUMBER- BRACING= TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. 'BOTCHORD ;2x4`SP No.2 -BOT:CHORD Rigid ceiling,directly applied or 10-0=0 oc bracing. REACTIONS. (lb/size) 3=-17/Mechanical,2=230/0-8-0,4=32/Mechanical Max Harz 2=64(LC 8) Max Uplift3=17(LC 1),2=-199(LC 8),4=-32(LC 1) Max Grav 3=29(LC 8),2=230(LC 1),4=45(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250-(Ib)or less excepfwhen shown. 'NOTES- (7) 1)Wind:ASCE7-10;.Vult=160mph(3-second gust)Vasd=124mph;.TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;.Exp C;Encl.,.GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C=Cfor 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.O.psf bottom chord live.load.nonconcurrent with any other live loads. 3)'This truss has been designed for.a live load of20.Opsf on,the bottom chord in all areas where a rectangle 3-6-0 tall by2=O-0 wide will fit between the bottom chord and any other members. 4)Refer.to girder(s)for.truss to truss.connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 17 lb uplift at joint 3,199 lb uplift at joint 2 and 32 lb uplift atjoint 4- 6)"Semi-rigid,pitchbreaks with fixed heels"M ember-end'fixity model was used in the analysis-and-design of this truss: 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." I ®WARNING-Verily design parameters and READ NOTES ON-THIS AND INCLUDED MfTEK REFERENCEPAGEMI 7473.rev-1010=015 BEFORE USE. Design valid for use 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 properly incorporate this design into the overall �t building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing N9iTek' is always required forstabllity.and to preventcollapse with-possible personal injury and property damage..For generaiguldance regarding the -fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSI/TPIII Quality Criteria,DSB=89 and SCSI Building component ..6904 P.arke:EastElvd. Safety Intonation available from Truss Plate Institute,218 N.Loe Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Truss JTrussType Qty Ply 97120o-Lewis Res. T10884827 00 . Jack-Open 17. 1 CJ02 Job R nce_(4ptional) � ilders FrstSource, Plant City,FL 33566 7.640 s.Apr 19 2016.MITek Industries,Inc Fri Apr 14.09.32342017 Page 1 ID:gJgX_DvrhrB_Ddl rC14NwlziePsiwW96DUntEta3F_JJi,5zCVmGzPBd=WmSbEgzQs8B .2-0.0 2-0.0 3.0-0 I I i Scale=1A2.6 3 S.UPi12 io - 2 N 4 j 3x4= FBCDL ffsets(X'Y1— [2:0-2-0,Edg� NG(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP 20:0 Plate Grip DOL 1.25 TC '0.59� Vert(LL) -0.00 2-4 >999 360 MT20 244/190 7:0 Lumber DOL 1.25 BC' .0.08 Vert(TL) -0:01 2-4 >999 240 0.0 ' Rep Stress Incr YES WB 0;00 Horz(TL) 0.00 3 n/a n/a 10.0 Code FBC2014/TP12007 (Matrix) � Weight 13 Ib 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,CHDRD 'Rigid.ceiling-directly applied or 1.0-0-0 oc bracing. REACTIONS. (lb/size) 3=14/Mechanical,2=279/0-8-0,4=26/Mechanical 'Max Harz 2=93(LC 12) Max Uplift3=31(LC 12),2=198(LC 8) Max Grav 3=17(LC 22),2=279(LC 1),4=52(LC 3) FORCES. :(Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except.when shown. NOTES- (7). 1)Wind:ASCE 7-10;Vult=160mph(3-second.gust)Vasd=124mph;.TCDL=42psf;BCDL=3.Opsf;h=15ft;Cat.11;Exp C;Encl.,-GCpi=0.18; MWFRS(envelope)and C-C.Exterior(2)zone;C=C'for members and.forces&.MWFRSfor 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=0-0wide will fit between3he 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 31 lb uplift at joint 3 and 198 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks.wifh flxed.heels"Member end fixity model was used in the analysis and design of this truss. 7)"This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ®WARNING-Verify design parameters and READ,NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473.mv..10/0=015 BEFORE USE. Design valid for use only with-MiTek&connectors.This,design.is.based only upon parameters shown,and is for an individual building component,net aWss system.Before use,the building designer must the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web'and/or chord members only.Additional temporary and permanent bracing Is always required forstability and to prevent collapse with possible personal injury and property damage..For general,guldance regarding-the fabrication,storage,delivery, a trusses-and bracing of sses and trusts systems, 8=0 see ANSM11 Quality Criteria,US9 and SCSI Building Component 6904 Parke EastBtvd. I Safety Information.aJailabla from Tress Plate Institute,218 N.Lea Street,Suite 312.Alexandria,VA 22314. Tampa,FL.36610 i I I 4 T__ sTrussType City Ply s712oo-Lewis Res. T10BB4828 Jade-Open 11 1 Job Reference(oRtionall 1 iidem FirstSource, Plant City,FL 33566 7.640 s Apr 19 2016.M-Tek.Industries,Inc.Fri.Apr 14,09:32:34 2017 Page 1 1 ID:gJgx_DvrhrB_Dd 1 rCi4NwlziePs�wW96DUntEta3P_JJjszCVmICPABZZZ7WmSbEgzQs8B -2-0-0 5.0-0. 2-0-0 5-0.0 j Scale=1:16.7 .3� 5.00 12 8 1� 2 � - -- 9 2x4= ite Offsets X( ,Y)— I2:0`0-2,0-0.01 ADING(psf) SPACING 2-0-0 'CSI. DEFL. in (loc) Udell L/d PLATES GRIP LL 20.0 Plate Grip DOL 1.25 TC '0.45 Vert(LL) 0:02 4-7 >999 360 MT20 2441190 DL 7:0 Lumber DOL 1.25 BC .0.17 Vert(TL) -0.04 4-7 .>999 240 LL 0.0 Rep Stress Incr YES WB 0:00 Horz(fL) 0.00 2 n/a n/a- DL. 10.0 Code FBC20.14F6P12007. (Matrix-M)- Weight 19lb• FT=20% MBER- BRACING- P CHORD 2x4.SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. T'CHORD '2x4'SP II BOT CHORD Rigid ceiling.directly applied or 1D=0=0 oc bracing. ACTIONS. (lb/size) 3=98/Mechanical,2=333/0-8-0,4=43/Mechanical Max Harz 2=134(LC 12) Max Uplift3=87(LC 12),2-161(LC 8) Max Grav3=9B(LC 1),2=333(LC 1).4=74(LC 3) RCES. (Ib)-Max.Comp./Max.Ten.-Ail-forces 250(Ib)or less:exceptwhen shown. P CHORD 2-8=622/199 T CHORD 2-9=445/805 I1 (7) Nind:ASIDE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3:Opsf;h=15ft;Cat.It;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)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 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other'live loads. '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 It between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint and 161.Ib uplift atjoint 'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. "This manufactured product is designed as an individual building.component The suitability and use of-this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code;" I ' I WARNING--Verify.design.pammeters.and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7472 rev.101=015 BEFORE USE. Design.valid.for use only.wdh Wrek8 connectors,-This design.is based only upon parameters shown,and is for an individual budding.component,not 1 a truss system.Betore use,the budding 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 end/or chord members only.Additional temporary and permanent bracing Is always required for stability and to preventcollapse with possible personal Injury and property damage.,For general guidance regarding.the. fabrication,storage;delivery,erection and bracing of trusses and truss systems,see ANSII Quality.Criteria,OSS-89 and SCSI Building Component 59114 Parke Fast Blvd. Safety Intonnallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa;.FL'36610 4 Truss [Truss Type JQty JPly 971200-Lewis Res. T1o884829 0 C,104 �'IJack-Open .1 1 , Ref nce o [tonal ailders FirstSource, Plant City,FL 33566 7,640 s Apr 19 2016 Mi rek Industries,.Inc.Fri Apr 14 09:32:35 2017 Page 1 ID:gJgX_DvrhrB DdirC14NwlziePs-864XKZUPeY7RhZZVtRNCIjIVHpUplOpGkQBBnGzQsBA 5.0.0 5-0-0 Scale=1:16.1 2 5.00 12. f T .__--- 9 f 3 ADEQUATE 3x4 = SUPPORT REQUIRED. late Offsets KY)— [1:01-6 Edge] )ADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP ALL 20,0 Plate Grip DOL 1.25 TC 0:36 Vert(LL) 0.03 3-6 >999 360 MT20 244/190 :DL 7:0 Lumber DOL 1.25 BC :0.21 Vert(TL) -0,04 3-6 .>999 .240 ALL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a DL 1010 Code FBC2014/TP12007 (Matrix-M) Weight:16 lb FT=20% JMBER- BRACING[ )P CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. )T CHORD 2x4'SP No:2 BOT:CHORD Rigid.ceiling.directly:applied or iD-D-..O,oc:bracing. EACTIONS. (lb/size) 1=217/Mechanical,2=101/Mechanical,-3=47/Mechanical Max Horz 1=102(LC 12) Max Uplift l=-85(LC 12),2=-89(LC 12) Max.Grav 1=217(LC.1),2=101(LC 1),3=76(LC 3) )RCES. (lb)-:Max.Comp./Max.Ten.-All forces 250(lb)or less except:when shown. OTES- (7) Wind:ASCE 7-10;Vult=160mph(3second gust)Vasd=124mph;TCDL=4-2psf;BCDL=3.Opsf;h=15ft;Cat 11;Exp C;Encl.,GCpi=0.18: MWFRS(envelope).and C-C Extedor(2)zone;C:C for members,and.forces&MWFRS:for reactionsshown;.Lumber DOL 1.60'plate. grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live.load nonconcurrent with any other live loads. This truss has been designed.for a live load of 20.Opsf on the bottom.chord in.all.areas where.a rectangle 3-6,O.tall by 2-0-0 wide will 'fit•between the bottom-chord and any other members. Refer to girder(s)for.truss to.truss.connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 lb uplift at joint 1 and 89 lb uplift at joint 2: I"Semi-rigid.pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of.this truss. I"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." I ®WARNINe-verity design parameters and READ NOTES ON TN/S AND MCLUDEDWITEK REFERENCE PAGEMY-7473.rev.1 010 312 0 1 5 BEFORE.USE Design valid for use only willnMiTeWconnectors.This design.fs basedonly.upon parameters shown,and is for an.individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is.always required for alability and to prevent.collapse.wilh.possible.personal injury and.property damage.,For general.guidance regarding,the fabdcason;storage;delivery,erection and bracing of trusses and buss systems,see ANSIrrPI1 Quality Criteria,DSB-89 and BCSF Building Component 6904 ParkeFaslBtvd Safety.Information available from Truss Plato Institute,218 N.Loe Street,Suite 312,Alexandria,VA22314. Tempo,FL 36610 Truss Truss Type Qty Ply 971200-Lewis Res. T10884830 0 CJ05 Jack-Open 2 1 b Refer n e o Clonal lders'Firstsowce, Plant.Ciry,FL 33566 7.640 a Apr 19 2016 MITek Industries,Inc.Fri Apr 44 09:32:35.2017 Page 1 ID:gJgX_DwhrB_Dd 1 rCi4NwlziePs-B64XKZUPeY?RhZZVtRNCIjIZFpWYIOpGkQB8nGzQs8A 3-0-0 3-0-0 I Scale=110.9 2 &Do Fz / 1 3 2x4= 3-0-0. LOADING(psf) SPACING- 2-070 CSI. DEFL. in (loc) i/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:10 Vert(rL) -0.01 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WS .0.00 Horz(TL) -0.00 1 nla n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=125/0-4-0,2=61/Mechanical;3=32/Mechanical Max Harz 1=60(LC 12) Max Upliftl=-47(LC 12),2-52(LC:12),3=-4(LC 12) Max Gram 1=125(LC 1),2=61(LC 1);3=46(LC 3) FORCES: (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less exceptwhen-shown. NOTES- '(7) 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;Encl.,GCp71=-0.18; MWFRS(envelope)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 toitruss connections, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 1,52 lb uplift at joint 2 and 4 lb uplift at joint 3, 6)"Semi-rigid pitchbreaks.with fixed heels"Member end fixity model was used in the anslysis.and design of this.truss. 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," I I A wARMNG-verify design.parameters end REAO:NoTES ON THIS AND INCLUDED MITEKREFf:RENCEPAGE M6-7473.mv-1010312015 BEFORE USE. Designvalid for use only with.MiTek®.connectors.This designis.based:only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ' .Is.ahvays required.for.stablity.and to prevent tollapae,wgh,possible personal irJury.and property damage.For general guidance regarding•the -— --- fabrication,-storage.delivery,erection and bracing of trusses and truss systems,see 'ANSVrPH Quality Crtteria,DSB-89 and'SCSI Building Component 6904-Parke EastBNd., Safety lnfonnatIon available from Truss Plato Institutel 218 N.Loa Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I I I i Truss �TrussType Qty Ply 971200-Lewis Res. T10HB4831 0 "C:I06 Jack-Open 1 1 Jo t en o tibnal ders FirstSource, Want City,FL 33566 7.640 s Apr.1 2016 MiTek.Industries,Inc..Fri Apr 14.0932:36.2017 Page 1 ! iD:gJgX_DWt7rB DdlrCi4NwlziePs-gJevXvV1Pr71Jj8iQ8uRHwrl4DUIT3Pz4xiJjzQs89 r 2-1-0 2-1-0 Scale=1:13.0 S.OD�12 2. 1 V t ADEQUATE 3 SUPPORT REQUIRED. 3x4= ,OADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP 'CLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 360 MT20 2441191) 'CDL 7.0 Lumber DOL 1.25 BC -0.04 Vert(TL) -0.00 3-6 >999 240 1CLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 2 nla n1a 1CDL 10.0 Code FBC2014rrP12007 (Matrix-M) Weight 9 lb FT=20%" - ------ --------------- --------------- ---- .UMBER BRACING= rOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-0 oe puffins. 30T CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=75/Mechanical,2=55/Mechanicali 3=191Mechanical Max Horz 1=42(LC 12) Max Uplift.1=20(LC 12)„2=-5.1(LC 12)- Max Grav 1=75(LC 1),2=55(LC'1),.3=33(LC 3) FORCES. (Ib)-Max.Comp.iMax.Ten.-All forces 250(lb)or less except when shown. NOTES- " (7) 1)Wind:ASCE 7-10;Vult=160mph(3-second gust]Vasd=124mph;TCDL=4.2psf;BCDL=3.0psf;h=15ft;"Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)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 trusshas 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 chordJn 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 toAnlss connections, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 51 lb uplift at joint 2. 6)"Semi-rigid pftchbreaks with fixed heels"Member end fixity model was.used in the analysis and.design of this truss_ 7)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." I ®WARNING-Verify design panmeters and READ NOTES ON.THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE Design valid for use only with.Mrrek®.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 or 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.Addifonal temporary and permanent bracing .Is always required!for stability and to prevent collapse with possible personal injury and.propsrty.damage.For.general.guidance regarding.the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 'ANSffTPII Quality Criteria,OSB-89and SCSI Building Component 6g0q padre East BAii. Safety Information available from Truss Plate institute.21g N.Lee Street,Suite 312,Alexandria,VA.22314. Tampa,Parke 36610 Truss 1 Truss Type Qty Ply F200-Lewis Res. .T108B4832 CJ07 Jack-0pen 2. 1 Reference(optional) ilders FhstSoiuce, Plant City,FL 33566 7.640 s Apr 19 2016 MiTek Industries,Inc.Fri Apr 14 0932:36 2017 Page 1 ID:gJgX DvrhrB Dd1rC14Nw1ziePs-gJevXvV1Pr71Jj8iQ8uRHwreiDsvlT3Pz4xiJjzQs89 -2-0-0 2-0-0 1-11-15 i Scale=1:10.4 3 5.00 112 T 2 O 1 a I 4 Plate Offsets fX.YTj2:02 0-6 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defi L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7;0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0;00 Horz(fL) 0.00 2 nla n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Weight:10 Ib FT=20% 1 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-15 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=25/Mechanical,2=222/0-8-0,4=7/Mechanical Max Horz 2=79(LC 8) Max Uplift3=-24(LC 12),2=-155(LC 8) Max Grav3=25(LC 1),2=222(LC 1),4=26(LC 3) FORCES. (Ib)-Max.CompdMax.Ten.-All forces250•(Ib)or less except when-shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;'Encl.,GCpi=0.18; MWFRS(envelope)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 fora live load of20.Opsf.on.the bottom chord in all areas where_a rectangle 3-6-0 tall by2-0-0 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 24 lb uplift at joint 3 and 155 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks.with fixed heels"Member end fixity model was used irrthe analysis and design of this truss. 7)'This manufactured product is designed as an.individual building component. The suitability and use ofthis component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED dtfTEK REFERENCE PAGE 111I1-7473 rev,1010312015 BEFORE USE Design valid for use only with MiTekO connectors.This design fs.basedonly.upon.parametem shown,and is.for.an individual building component,not a truss system.Before use;the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.'Bracing indicated is to prevent buckling of individual truss web and/or chard members only.Additional temporary and permanent bracing ,is.always required for stability and to prevent collapse with possible personal injury and:property damage.For.general guldanceragarding.the fdbdcallon,storage,delivery,erection and bracing of trusses and truss systems;see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component e fi904 Park East-Blvd, Safety Information available from Truss Plate Institute,218 N.Loo Street,Suite 312,Alexandria,VA 22314. .Tampa,Parke East- ' ' i runs I Truss Type city Ply 971200-Lewis Res. T10884833 00 CJ08 .Jadc-Open j Job Refe nc�(optio rah ilders FlrstSource,Plant City,FL 33566 Run:7.610 s Jan 29 2015 Print:7.640 s Apr 22 2016 MTeklndustries,Ina Fri Apr 14 09:54:25 2017 Page 1 ID:gJgX DvrhrB_Dd1rCi4NwlziePs-C9Hygrv7iUALkkaODDjZLZud6EV64zDWSILzQrpi -Z-1-7 _ 2-8-7 ---} --- -- 2-1-7 --+-- — --- 2,8-7 Scale=1:11.3 3 I I 4.71 112 8 � , 2 I/ 4 I 1 j 9 V 3xd = I i --—— --— -- --- 2-8-7--— --— ---- Plate Offsets(X,Y)— [2:0 LOADING (psf) SPACING- 2-0-0 CSI. — DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 i Plate Grip DOL 1:25 TC 0:50 Vert(LL) -0:00 7 >999 .360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.00 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 ( Code FBC2014lTP12007 (Matrix-M) Weight 12lb FT=20% LUMBER- BRACING- TOP CHORD .2x4 SP No.2 .TOP CHORD Structural wood sheathing directly applied or 2-8-7 oapudins. BOT CHORD 2x4-SP No.2 -BOT CHORD Rigid'ceiling directly applied'or t0-0-0'oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=43IMechaniral,2=25010-8-0 (min.01-8),4=171Mechanical Max Horz 2=98(1_C 8) Max.Uplift,3-38(LC 12),.2=-183(LC.B) Max Grav 3=43(LC 1),2=250(LC:1:),4=38(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=422/126 BOT CHORD 2-9=-129/400 NOTES- (7) 1)Wind:ASCE 7-10;Vuft=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;End-, GCpi=0.18;MWFRS(envelope)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.nonconcurrentwith any other live.loads.. 3)•This truss has been designed for live load of20.Opsf.on the,bottom chord in all.-areas where a rectangle 3-670 tall-by 2-0-0 wide. will fit between the bottom chord and any other.members. r 4)Refer to girder(s)for truss to truss Connections. 5)Provide mechanical connectiow(by others)Oftruss to bearing plate capable ofwithstanding 38 lb uplift at joint 3 and 163 lb uplift at joint 2. 6)'"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)"This manufactured product is designed as an individual building component. The.suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." OAD CASE(S) Standard I I ®WARNfNG-�Verify design pammeters.and READ NOTES ON THIS AND INCLUDED M1rEK REFERENCE PAGE MX7473 rev.10/03I2015 BEFORE USE - Design valid for use only.with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not I .a truss system;Before use;the building designer must verify the applicability of design parameters and propedyincorporate this design into the overall C building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I11 .Is.always.raquired 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,see ANSITPII Quality Criteria,DSO-89 and SCSI Building Component 6904 Parke.EastBivd. safety information available from Truss Plato Institute,218 N.Lee Street,Suite.312,Alexandria,VA 22314.' Tampa.FL 36610 I f i Truss f Truss Type Qty Ply 971200-Lewis Res. T10884834 0 CJ09 Jack-Open 2 1 Job Reference(optional Iders FirstSource, Plant City,FL 33566 7.640 s Apr 19 2016 Walk Industries,Inc. Fri Apr 14 09:32:37 2017 Page-1 ID:gJgXDVrhrB Dd1rCi4NwlziePs-8VCHkEWfA9F9wqu sPgg8OpfdC9mwlZCkgFr9zQs88 -2-1-7 1-0-0 2-1-7 1-0-0 i Scale=11:8.2 3 / o 4.71 12 z _ m , 6 / o \� 4 3x4 i ate Offsets(X.Y)'— 12i0-0.6 0-0-11 IADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP :LL 20.0 Plate Grip DOL 1.25 TC 0:50 Verl(LL) 0.00 5 >999 360 MT20 244/190 :DL 7.0 Lumber DOL 1.25 BC .0.09 Vert(TL) 0:00 5 >999 240 ;LL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a ;DL 10.0 Code FBC2014frP12007 (Matrix-M) Weight 7 lb, FT=20% IMBER- BRACtNG- )P CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. )T CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. :ACTIONS. (lb/size) 3=-22/Mechanical,2=247/0=8-0,4=38/Mechanical Max Harz 2=71(LC 8) Max Uplift3=-22(LC 1),2=-243(LC 8);4=-38(LC 1) Max Grav'3=37(LC 8),2=247(LC 1),4--57(LC 8) )ROES. Qb)-Max.Comp:/Max.Ten.-All forces 250(1b)or less exceptwhemshown. )TES- (7) Wind:ASCE 7-10;Vult--160mph(3-second gust)Vasd=124mph;TCDL=4.2psf,BCDL=3.Opsf,h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)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 This truss has been designed for a 10:D psf bottom chord live load nonconcurrent with any other live loads. 'This truss.has been designed.fora live load of.20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. Refer.to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 ib uplift at joint 3,243 lb uplift at joint 2 and 38 lb uplift'at joint 4. "Semi-rigid:pitchbreaks with fixed heels".Member.end fixityTnodel wasused in.the analysis and design of thistruss. 'This manufactured product is designed as an individual building component. The suitability and use ofthis component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEH REFERENCE PAGE M11-7473 rev.IOIMD15 BEFORE.USE Design valid for.use only with MR'ek®.connectors.This design.is based.only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing .is aiways.required,for.stabililyand to prevent collapse with possible personal ln)ury.and.property damage.For general guidance regarding the , 'fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see _ ANSVTP11 Quality Criteria,DSB-89 and SCSI Building Component .6904 Parke FastBivd. Safety Information available from Truss Plate Instiluto,216 N.Loa Street,Suite 312,Alexandria,VA.22314, - Tampa,FL.36610 Truss f Truss Type Qty Ply 971200-Lewis Res. T.10684835 I I 00 EJ01 (Jack-Partial 52 1 j J Ref rence tional itders FlrstSource, Punt City,FL 33566 7,640 s Apr 19 2016 MiTek Industries,Inc.Fri Apr 14 09:32:37 2017 Pagel, ID:gJgX DvrhrB DdirCi4NwlziePs-BVCHkEMA9F9v4L sPgg8OlNd8_mwlZCkgFr9zQs88 -2- 7-0-0 2-0-0 7-" Scale=1120.7 3 tt i 5.00 ,2 / N B la , 9 4 3x4 = late Offsets Y`(22_0-0-14,0-0-01 DADING(psf) SPACING- 2-0-0 CSI. I DEFL. In (loc) Udefl Ud PLATES GRIP CLL 20.0 Plate Grip DOL 1.25 TC 0:71 I` Vert(LL) -0.06 4-7 >999 360 MT20 244/190 CDL 7,0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.15 4-7 >546 240 CLL 0.0 ' Rep Stress incr YES WS 0.00 Horz(fL) 0.01 2 n/a n/a CDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:25lb Fr.=20e/a UMBER- BRACING- OP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-15 be pudins. OT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: EACTIONS. Qb/size) 3=140/Mechanical,2=423/0.8-0,4=59/Mechanical Max Horz 2=175(LC 12) Max Uplift3=-125(LC 12),2=-187(LC 12) 'Max Grav 3=140(LC 1),2=423(LC 1),4=105(LC 3) DRCES. •(lb)-Max.Comp./Max.Ten.--All forces 250(lb),or less except when shown. OP CHORD 2-8=1125/841 OT CHORD 2-9=-1 34311 46 9 OTES- (7) 1 Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;Encl.,GCpi=O.18; 'MWFRS(envelope)and C-C Exterior(2)7one;C-C'for members and forces B MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 I This truss has been designed for a 10.0 psf bottom chord live load nonconcilrrentwith any other Live loads. I`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. I Refer to girders)for truss to truss connections. I Provide mechanical connection(by others)oflruss to.bearing,plate.capable of withstanding 125 lb uplift at joint 3 and 187 lb uplift at .joint 2. I"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIP7473 rev.1010312015 BEFORE USE. Design valid for use only with Mrrek®connectors:This design is based only.upon parameters shown,and is ror an individual building component,not a truss system.,Before use,the building designer must verify the applicability of design parameters and property incorporate this design into lhe overall ' building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible pasonal.injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVIPIII Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke.Fast Blvd. safety Informa0on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tompa,111 36610 Truss JTrussType Qty Ply 971200-Lewis Res. T10884836 0 E102 rdanopitch Girder 1 .Z Job Reference o banal ilders FirslSource, Plant City,FL 33566 7.640 s Apr 19 2016 Welk Industries,Inc.Fri Apr 14 09:3238 2017 Page 1 ID:gJgX_Dvrhrl3_Dd1 rCi4Nw1zlePs-chmfyaXHxTN0Y1 H4YZxvNLwvB1 QeVNYiRNQpObzQs87 r 7-0-0 7-0-0 3x4 Ii Sr�le=1:20.0 Z 5,00 I 0 \ ` I 4 5 6 3 46= 46.II I '---------------7-ail------------ I 740-0 --------- ate'Offsets'(X,YT-- [3:Edge;0-3-81 LADING(psf) SPACING- 2-0-0 �CSI. DEFL. in (loc) I/deft L/d I PLATES GRIP :LL 20.0 Plate Grip DOL 1.25 TC 0:77 Vert(LL) 0.10 1-3 >791 360 I MT20 244/190 :DL 7.0 Lumber DOL 1.25 BC .0.58 Vert(TL) -0.19 1-3 >421 240 ;DL _ 10.0 • Code FBC2014/TPI2 0Rep Stress In 0 WB(Matrix).00 Horz(fL) 0.00 3 n/a nla Weight:73lb FT=20% IMBER- .BRACING- )P CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puriins, except )T CHORD 2x8 SP 240OF 2.0E end verticals. EBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied of 10-0-'0 oe bracing: :ACTIONS. (lb/size) 1=1941/0-8-0,3=2035/Mechanical Max Horz 1=135(LC 8) 'Max Uplift 1=-890(LC 8),3=-940(LC 8) IRCES. (lb)-Max.Comp.lMax.Ten.-All forces 250(lb)or less except when shown. )TES- (10) 2-ply truss to be connected together as follows: Top chords connected with 10d(0.131"x3")nails as follows:2x4-1 row at 0-9-0 cc. Bottom chords connected with 10d(0.131"x3)nails as follows:2z8-2 rows staggered at 0-9-0 cc. 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. Wind:ASCE 7-10;Vult=160mph.(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.0,psf;h=1511;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate.grip.DOL=.1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *'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 tale by 2-0-0 wide will fit between the bottom chord and any other members. Refer to-girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 890 lb uplift at joint 1 and 940 lb uplift at joint 3. "Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design ofthis truss. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)197 lb down and 105 lb up at 1-1-1, and 2089 Ib down and.1056 Ib up at 3-1-9,and 1207 lb down and.484.lb up at 5-0.12.on.bottom.chord.The desigNselection of such connection device(s)Is,the responsibility,of others. "This manufactured product is designed as an.individual building component- The suitability and use of this component for.any. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." D CASE(S) Standard ad+Roof Live(balanced):Lumber increase=1.25;Plate Increase=1.25 ifonn Loads(plf) Vert:1-2=54,1-3=20 ncentrated Loads(Ib). Vert:4=-197(F)5=-2089(F)6=-1207(F) WARNING.Verify design parameters and READ NOTES ONTHIS AND INCLUDED MfrEH REFERENCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi rek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 'building design.Bracing indicated is to prevent buckling of individual'truss web and/or chord members only.Additional temporary and permanent'.bracing Is always required for stability and to prevent collapsewith possible personal Injuryand property damage.For general guidance regarding the fabrication,storage,delivery,erection and braoing of trusses and truss systems,see ANSVTPII Quality.Criteria,DSB-89 and BCSI Building.Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Streel,.Suite.31 Z Nexandrla,VA 22314. Tampa;FL 36610- Job Truss Truss Type Qty Ply 971200-Lewis Res. T11.�-.37 971200 E.J03 Jack-Partial (ODU Job Reference bnall Builders FirstSource, Plant City,FL 33566 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Apr 14 09:32:38 20L17 Page 1' ID:qJgX_PvrhrB DdirCl4NwlziePs-chmfyaXHxTNoYlH4YZXVNLw BlX6VNYiRNQpObzQsB7 -240-0 5_" I 2-0-0 sce 1 1:16.7 31 i 5.00[1-2 2 � // NI 2x4 547-0 Plate Offsets(X.Y)-- 12:0-0 S-O-OL_ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 -Vert(TL) -0.04 -4-7 >999 .240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2' n/a n/a 4 BCDL 10.0 Code FBC2014rrPI2007 (Matrix-M) Weight:1,9 lb FT=261% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. i BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Calling directly applied or 10-0-0 oc bracing.. REACTIONS. (Ib/size) 3=98/Mechanical,2=333/0-8-0,4=43/Mechanical Max Horz 2=134(LC 12) Max Uplift 3=-87(LC 12).2=1 61(LC 8) Max Grav 3=98(LC 1),2=333(LC 1),4=74(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES. (7) 1)Wind:ASCE 7-10;Vul"- 60mph(3,second gust)Vasd=124mph;TCDL=4.2psf,BCDL=3.Opsf,h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for.members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live.load nonconcurrent with.any other live loads. 3)*This truss has been designed for a.live load of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 beading plate capable of withstanding 87 lb uplift at joint 3 and 161 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks.wfth find heels"Member end fbdtymodel was used inthe analysis and design.of this truss. 7)"This manufactured.product Is designed as an individual building component: The suitability and use ofthis component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." Design valid for use only with WeWconnectors.This design is basedonty upon parameters shown.and is for an individual building component,not ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEKRFFERENCE PAGEMIJ-7473 rev.1WO312015 BEFORE USE. .truss system.Before use,ff z building designer must verify the applicability of design parameters and properly Incorporate thisAdesign Into the overall building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and parmanentbracing .is always required.for stability andto 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.see ANSIfTPI1 Quality Criteria,DS13-89 and BCSI Building Component Safety.Information available from Truss Plata Instilute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. .6904ParkeEastatvd. Temps,FL.36610 Job Truss Truss Type Qty Ply 971200-Lewis Res. j TA0884838 !971200 EJ04 Jack-Partial �' Job Reference Builders FuslSource, Plant City,FL 33566 7.640 s Apr 19 2016 NTek.Industries,.Inc.Fri-Apr 14 09:32:392017 Page.1 ID:gJgX_DvrhrB_Dd 1 rCi4Nw1 ziePs-4uK29wYvimVWAsHOGS8vZTBlQraEgosf19Mw1 zQS86 2-M 3-2-0 5-0.0 2-" 0-8-0 1-10-0 Scale=1:15.1 3 � I 5.00 12 j / 4 I 4 I T / • 5 3x4= 2x4 = ADEQUATE SUPPORT REQUIRED. 3-2-0, I--------1-10.0 -i :Plate-Offsets(X,YI— (1:0-1-6,Edo el,[20-4-0:0-1=2] LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) Udefi Ud ! PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.33 I Vert(LL) 0.06 5 >939 360 { MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC .0.28 I Vert(TL) =0.06 5 >913 240 BCLL 0.0 ' Rep Stress Incr YES WB 0-00 I HOrz(fL) 0.03 4 n/a n/a o BCDL 10.0 Code FBC20147rP12007 (Matrix-M) Weight:184b- FT_20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing,directly applied or 5-0-0 oc pudins. Q BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. .2-5:2x4 SP'No.3 REACTIONS. Obfsize), 1=226/Mechanical,3=85/Mechanical,.4=60/Mechanical Max Horz 1=102(LC 12) Max Uplift/=-87(LC 12),3=-64(LC 12),4=20(LC 12) Max Grav 1=226(LC 1),3=85(CC 1),4=66(LC 3) FORCES. Ob)-Max.Comp./Max.Ten.-All forces 250-(Ib)Or less exceptwhen shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=160mph(3-second'gust)Vasd=124mph;TCDL=4.2psf,BCDL=3.Opsf;h=15ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)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 fora 10.0 psf bottom chord live-load nonconcurrent with any other live loads. 3)'This.truss has,been.d_esigned.fore live load of20.Opsf•onthe.bottom chord in.all areas wheie.a rectangle.3-6.0 tall.by2-0-awide;wiil; fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide_mechanicel'connection(by others)of truss to bearing plate capable of withstanding 87lb uplift at joint 1,64lb uplift at joint 3 and 20 lb uplift at.joint 4. 6)*Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured.product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the.building designer per ANSI TPI 1 as referenced by the building code." I I .®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7473 rev.1010312015 BEFORE USE Design valid for.use only with.WaWconneetorz.This design.Isbased only upon parameters shown,and is.for.an individual:building component,not I a truss system.Before use,the building designer mast verify the applicability of designpammelers 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 .Is always.requlred for stabilityand 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,see ANSIrriolt Quality Criteria,OSB-89 and BCSr.Building Component 6904 Parke Facr.Blvd. Safety Information available from Truss Plata Inst tuts,218 N.Lee Street,Suite 312.Alexandria,VA 22310. Tempe,FL 36610 'I I I Jab Truss TrussType Qty lialy w12oo-LewsRes. .T1D884839 971200 E105. dadaP.attial 1 , 'Job-Reference o tional Builders FostSource, Plant City,FL 33566 7440 s,Apr 19 2016 httTek Industries,-lnc;F.n Apr 14 09:32:39 2017 Pails-1 ID:gJgX_DvrhrB_Dd1 rCi4NwlziePs-4uK29wYvimVtAAsH6GSBvZT7iQuuEgosfl6MwlzQs86 i -2-" 2 10-a - 2-0-0 2-10.8 i Scale=1:12.3 3 . ._. . t, i 5.00`.52 1 cl j 3x4 _— I---------------- Plate Offsets tX.YY— 12 LOADING(psi) SPACING- 2-0-0 CSI. ` DEFL.' in (loc) I/deft Ud 4`PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.26 TC 0.59 I Vert(LL) -0.00 2-4 >999 360 MT20 244/190 _ TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 .>999 240 SCLL 0:0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10:0 Code FBC2014frPI2007 (Matrix) _ Weight:12Ib FTi20e/ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins.l BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0=0 oc bracing. i REACTIONS. (Ib/size) 3--8/Mechanical,2=277/0-8-0,4=25tMechanical Max Horz 2=91(LC 8) Max Uplift3=-26(LC 12),2=-200(LC 8) Max Grav 3=19(LC 8),2=277(LC 1),4=50(LC 3) FORCES. (lb)-May.CompJMax.Ten.-All forces 250(lb)or less except when shown. NOTES- (7). 1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.ll,•Exp C;End.,GCpi=0.18; .MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Cumber DOL=1-60 plate grip DOL=1.60 2)This truss has been designed fora 10.0 psf.bottom chord live load nonconcurrent with any other five loads. 3)'This trusshas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer:to.girder(s)for.truss.to truss.connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 lb uplift at joint 3 and 200 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks with fixed'heels"Memberendfixity model was.used;imthe analysis'-and design of thistruss. 7)'"This manufactured product is designed as an individual building.component.'The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ®WARNING'-Verify designparameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M1F7473 rev.1010=015 BEFORE USE Design valid-for use only with-MiTekQ+7.connectors.This design.is-based only upon parameters shown,and is.for an-individual-building component,not a buss system..Before use,the building designer must Jefify the applicability of design parameters and properlyIncorporator this design into the overall building design.Bracing Indicated is to prevent burkrmg of individual truss web and/or chord members only.Additional temporary and permanent bracing .is always requiredforstabilltyand to,prevent collapse with possible personal injury and property damage.Forgeneralguklanceregacding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIFTP111 Quality Criteria;USB-89 and BCSI Building.Component 6904 Psrke.EastBlvd. Safety Inforinailon available from Truss Plate Institutes 218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i i Job Truss Truss Type Qty Ply 971200-Lewis Res. Ir1oseaT4o 971200 HJ01 Diagonal Hip Girder b 1 ! Job Reference(~optional auilders,FnstSource, Plard City,FL 33566 7.640.s.Apr.19 2016 MiTak Industries,Inc. Fri Apr 14-0932:40 2017 Page 1' 1D:gJg) DvrhrB_DdlrCi4NwlziePs-Y410NGYYT4dknKRTf zNSmOJwgO3zFc7uhw5uzQs85 -2-9-15 F 5-6-7 9-10-1 1 2-9-15 6-6.7 4$9 i le=1:24.5 I i 4 � 17 13 I I Iv „ 3:5411112 3x4G 3 12 / N 'r 2 -� 14 15 7 6 - � ;3x6_ 2x4. I I 2x4\ 5- � I I I 1- 7 _ - 2- 31pr.1--,. —------------------------ --- ---- -r5-- -----------__-------r---t l it V----------------3-1-15 ------I 6-7 2PlateAffsets KY1- I2:0__;-1-4.Edge] I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 + TC 0.56 1 Vert(LL) 0.19 6 >606 360 I MT20 244/190 TCOL 7.0 Lumber OOL 1.25 BC 0.97 Vert(TL) -0.36 6 >330 240 BCLL 0.0 ` Rep Stress Incr, NO WB 0.16 J H.mCFL) 0.01 2 n/a n/a p BCDL 10.0 Code FBC2014frPI2007 (Matrix-M) Weight:39(b FT=20% LUMBER- —' BRACING- i TOP CHORD 2x4 SP No.2 ! TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing. WEBS 2x45PNo.3 REACTIONS. (lb/size). 4=150IMechanical,I=404/0-10-15,.5=157/Mechanical Max HDrz 2=203(LC 4) Max Upiift4=116(LC 4),2=-223(LC 4).5=-58(LC 8) Max Grav4=150(LC 1),2=404(LC 1),5--174(LC 3) FORCES. (lb)-Max.Comp.lMax.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-462/146,1 1-1 2=-40 011 48,3-12=340N44 BOT CHORD 2-14=-171/282,14-15=-171)282,7-15=171/282,6-7=1711282 WEBS 3-7=A 17/416,3-6=4731286 NOTES- (9) i 1)Wind:ASCE 7-10;.Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18; MWFRS,(envelope);.LUmberDOL=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 girders).for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 lb uplift at joint 4,223 lb uplift at joint 2 and 58 lb uplift at joint 5. 1 4, 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was.used in the analysis and design of this truss. 5. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)951b down and 93 lb up at 1 4-15, 95 lb down and 93lb up at 1-4-15,106 lb�downand 621b up at 4-2-15,106 lb dawn and 62111 up at 4-2-15,and 75lb down and 91 lb 8)"� up at 7-0-14,and 751b down and 91 tb up at 7-0-14 on top chord,and 42 lb down and 60 lb up at 1-4-15,42 lb down and 60 lb up at 7)Hang; 14-;15,18 Ib.down and 20 lb up at 4-2-151,'18 lb down and 20 lb up at 4-2-15,and30 lb down and 16 lb up at 7,1=14,and 30 lb down 95 lb dog, and 16 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. lb down anon)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). at 3-10-8 on bt his manufactured product is designed as an individual building component. The suitability and use of this component for any 8)In the LOAD CM11cular building is the responsibility of the building designer.per ANSI TPI 1 as referenced by the building code." 9) is rrianufaclurelt particular building I CASES) Standard j kd+Roof Live(balanced):Lumber indease=1.25,Plate Increase=1.25 OAD CASE(S) St�form Loads(p1l) cad+Roof Lives Vert:1-4=-54,5-8=-20 ITT!Loa,�-Concentrated Loads(lb) Vert:6=-29(F=-14,B=-14)11=44(F=22,B=22)12=125(F=62,B=62)13=-42(F=-21,B=-21)14-64(F=32,B=32)15=4(F=2,B=2) " ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M1I-7473 rev.1010312015 BEFORE USE. Design valid for use onlgwith MTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicablllty of design parameters and properly incorporate this design into the overall ! building design.Bracing indicated.is to prevent buW]ng of individual truss web and/or chord members only.Additional temporary and permanent bracing i is-always required forstabllly-and to prevent collapse with possible personal injury and property damage.Forgeneral guidance regarding the fabrication,storage,delivery,erection and bracing f;Wsses and truss systems,see ANSIfrPN QualityCriteria,DSS-84 and BCSI Building-Component Safety Information available from Truss-Plate-institute,218 N.Lee Street,Suite-312,Alexandria,VA-22314. Tamp Parke East0 i exan Tampa,FL 36610 Del -a fit built Is all fabrication,store--.-...,.,'"r an"to Prevent co9a_a"'ar marvidual truss web end%rParsmeters and..Proped-"�nmrvrthrat build'mgcom -.. SafetyInform 94.available faction an g o°rusts s�sible 1 ry and prchord emembers only.Additionai t �iS designo theo a0on d racing personal to u p rtl'da ut°lheavamll from Truss PlateJnstitute,sea and d truss systems,see ma8s•For general IS and Permanent bracing ..i Lee Street,Suite 312, -ANSIrrP19 quell guidance ro9 rding the Alexandria,VA32314, ry'Criteria,DSg:g9 and BC"8u"dln9 Component I i I Job Truss (Truss Type JQty JPly 971200-Laws Res. T10864843 971200 HJ05 Jack-Partial Girder 2 , {Job Reference(optional) I Builders FirstSource, Plant City,FL 33566 7,640 s Apr 19 2016 M7ek Industries.Inc.Fri Apr 14.09:32:42 2017 Page'(: ID:gJgXDVrhrB Dd1rCi4NwlziePs-UT?Aoyao_htRlebmP?rXBSirevHRBY,IL?OOXMzQs83 -2-2-13 3-2-3 i 2-2-13 3-2-3 Srale=1:12.2 3 4.4-1 J12 iT 8 / N 11 4 i 3,4=-10 I 3-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Udefi Lid j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 4-7 ,>999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 I BC 0.09 Vert(TL) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 I (Matrix-M) Weight:131b FT=26% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid.ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-2/Mechanical,2=213/0-8-9,4=-5/Mechanical Max Harz 2=113(LC 4) 1 Max Uplift3=13(LC 13),2=-193(LC 4),4-5(LC 1) Max Grav 3=20(LC 17).2=213(LC 1),4=28(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-378/225 BOT CHORD 2-10=-244/389 I NOTES- (9) 1)Wind:ASCE 7-10;Vult=160mph(3-secon4 gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;End.,GCpi=0.16; MWFRS(envelope);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 fora live load.of.20.0psf an 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 13 lb uplift at joint 3,193 lb uplift at joint 2 and 5 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks.with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shailrbe provided sufficient to support Concentrated load(s)101 lb down and 95 lb up at 2-2-12 .on top chord,and 16 Ib down and 63 lb up at 2-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)"This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the-building code:" LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(ptf) n Vert:1-2=54,2-8=14,3-8=54,41,5=20 Concentrated Loads(lb) Vert:9=95(F)11=36(F) I I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE 7411.7473 rev.1010312015.BEFORE USE. Design valid for use only with MITekO connectors.This design isbased only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building.design.Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the J fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,M-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TrussPlate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Nampa;FL 36610 Job Truss Truss Type QtY Ply 971200-Lewis Res. T10684647 1971200 T04 Common Girder 1 I 2 IJob Reference(ODtionall i Builders FirstSource, Plant City,F.33566 7.640 s Apr 19 2016 MITek Industries„Inc.Fri Apr 14 09:32.45 2017,Page 2 1D:gJg)_DvrhrB_Dd1rCi4NwlziePs-v2hJQzcgHcG0u5KQSXZY9gj23m5eOlk2zcg7hzQsBO LOAD'CASE(S) 'Standard �)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads..(plf) ,Vert:1-4=-54,4-6=•54,2-6=20 Concentrated Loads(ib) Vert:10=3579(F),11=-1525(F)12=-1529(F)13=-1529(F)14=-1529(F)15=-1529(F)16=-1529(F) I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED af1TEK REFERENCE PAGE N/I--7473 rev.IWOM2015 BEFORE USE. Deslgn.valid for use only with MiTek©connectors.ThisAasign is based only.upon parameters shown.and is for an individual building component,not a truss system Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.-Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing is always.required for stability,andto preventcollapsa with.possible.personal,injury and property damage-For.generaiguldance.mganfmgthe.. fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSIrrP11 Quality Criteria,DS"9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,210 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36810 i Job Truss. I Truss Type Qtg Ply, 971200-Lewis Res. ' 1971200 Tos ,Hip Girder t T10BB4948 J b Re tional) 1 Builders FirstSource, Plant City,FL 33566 7.640 s Apr 19 2016 MiTek Ind Inc. Fri'Apr 14 09:32:48 2017 Page 2 ID:gJgX_DvrhrB DdIrCi4NwiziePs-JcMR2?eZaXebIZ2?7fBFnSLeU3sZrrNAkxrKjpzQs7z NOTES- (12) I1)'Hanger(s)orother connection device(s)shall be provided sufficient to Support concentrated load(s)165'lb down and 249 lb up at 7-0-0,86 lb down and 128 lb up at 9-0712,86 lb down and 128lb up at 11-0-12,86lb.down.and 1281b up at 13-0-12,86lb down and 1281b up at.15-0-12,B6lb down and 1281b up at 16-10-0,86 lb down and 128'b,up at 18-7-4,86 lb down and 128 lb up at 20-7-4,86-lb down and 1289b up at 22-7 4,and 66 lb down and 128 lb up at 24-7-4,and 165 lb down and 2491b up at 26-8-0 on top chord,and 182 lb down and-90 lb up at 7-0-0,64 lb down and 3 lb up at 9-0-12,64 lb down and 3 lb up at 11-0A2,64 lb down and 3 lb up at 13-0-12,64 lb down and 31lb up at 15-0-12,64 lb down and 3 lb up at 16-10-0,64 lb down and 3 lb up at 18-7-4,64 lb down and 3 lb up at 20-7-4,64 lb down and 3 lb up at 22-7-4,and 64 lb down and 3 lb up at 24=7-4,and 1821b down and 90 lb up at 26-74 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. "This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building,designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S).Standard 1)Dead+.Roof Live(balanced):Lumber Increase=1.25,Plate increase=125 Uniform°Loads(plf) Vert 1-3=54,3-7=-54,7-8=-54;2-8=-20. Concentrated Loads#b) Vert 3=7159(B)7=1.59(B)13=-169(B)11=-39(B).5=-86(B)9=-1.69(B)14=-86(B)15=86(13)16=86(B)17=-86(B)18=-86(8)19=86(B)20=86(B)21=-86(B)22=-39(B) 23=-39(B)24=-39(6)25=39(B)26=-39(B)27=39(B)28=-39(B)29=39(B) I I I I� ®WARNING-Verify design Piramaters ind READ NOTES ON TN/SAND INCLUDED MBEK REFERENCE PAGEtrip-7473 rev.1010=015 BEFORE USE Design valid for use only.with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not i a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall i building design.Bracing indicated is to prevent buckling bf Individual truss web and/or chord members only.Additional temporary and permanent bracing,is ahvays required.forstablityand.ta,preventcallapse Wth possible personal injury and.propertydamage.For general guidance regarding the fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSIfrP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saroty Information available from Truss Plate Ins tituto,218 N.Lee Street,Suite 312.Alexandria,-VA 22314. Tampa,FL 36610