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HomeMy WebLinkAboutMitek, Res floor plan i Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss.designs rely on lumber values established by others. i MiTek® RE: J34602.- Casano Res./Floors MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Mel-Fly Construction Project Name: Casano Res./Floors Model: . Lot/Block: Subdivision: . Address: Lot 20 Nettles Island, . City: St. Lucie County 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 "�_ Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighH Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 22 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No.]Seal# Truss Name Date No. I Seal# ITruss Name Date 1 T12169026 1 FG01 10/3/17 118 1 T12169043 1 FL15 10/3/17 12 1 T1 21690271 FG02 1 10/3/17 119 1 T1 21 69044 1 FL16 1 10/3/17 13 1 T1 21 69028 1 FG03 1 10/3/17 120 1 T1 2169045 1 FL17 1 10/3/17 4 T12169029 1 FL01 1 10/3/17 121 1 T1 21 69046 1 FL18G 10/3/17 5 I T1 21 69030 1 FL02 1 10/3/17 122 1 T1 2169047 1 FL19 1 10/3/17 6 I T12169031 FL03 1 10/3/17 1 17 1 T12169032 FL04 1 10/3/17 8 T12169033 1 FL05 1 10/3/17 19 1 T12169034 1 FL06 1 10/3/17 110 1 T1 2169035 1 FL07G 1 10/3/17. 11 T12169036 1 FL08 1 10/3/17 1 112 1 T12169037.1 FL09 1 10/3/17 1 113 I T12169038 1 FL10 10/3/17 114 1 T1 2169039 1 FL11 10/3/17 15 1 T12169040 1 FL12 1 10/3/17 16 1 T12169041 1 FL13 1 10/3/17 117 1 Tl2169042 I FL14 1 10/3/17 1 The truss drawing(s)referenced above have been prepared by UL1US�LF MiTek USA,Inc.under my direct supervision based on the parameters �.�� , •'G E N ��o provided by East Coast Truss. ��� \,. SF••°• '.� Truss Design Engineer's Name: Lee, Julius o :3486 My license renewal date for the state of Florida is February 28, 2019. _ * C IMPORTANT NOTE: The seal on these truss component designs is a certification ° that the engineer named is licensed in the jurisdiction(s)identified and that the O STATE OF. '- designs comply with ANSI/TPI 1. These designs are based upon parameters �� °• P _ Z. shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i� 4, R V• CN��` ' given to MiTek. Any project specific information included is for MiTek's customers , 1 file reference purpose only,and was not taken into account in the preparation of 000 J11.11111 NA ',,.� ' 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 Jullus Lee PE No.34869 should verifyapplicability of design arameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 PP Y 9 I? P P Y rP 9 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 i File, COP'3,2017 Lee,Julius 1 of 1 i Job f' Truss Truss Type Qty Ply Casano Res./Floors T12169026 �'J34602 FG01 FLOOR 2 1 � Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946. 8'130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:15 2017 Page'11 ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-4tcKX9yil7yDzaeJ3fFam8T41_YzokndNry37 WyXBZw 3-8-6 65-2 8-10-3 11-3-5 13-M 165-2 20-1-8 3� 2-8-12 25-2 2-5-2 25-2 2-8-12 3-8-6 Scale=1:33.8 ! I 2x4 II 3x8 = 1x4 II 1x4 II 3x8 = 3x4= 2x4 II 4x10 — 1 4x10= 2 3 4 5 6 7 8 9 ED 3-8-6 3-8-6 lu 18 1 16 15 14 13 12 1 3x4 II 5x16= 4x6 = 3x4= 3x4= 1x4 II 5x16 = 3x4 II 1x4 II M r 3-8-6 6-5-2 8-10-3 11-3-5 13-8-6 165-2 20-1-5 3-8-6 2-8-12 2-5-2 2-5-2 2-5-2 2-8-12 3-85 Plate Offsets(X,Y)— I10:0-2-0.0-2-141.118:0-2-0.0-1-61 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.38 13 >624 360 MT20 244/190' TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.59 13 >395 240 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-MS Weight:191 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-18,9-10,2-17,8-11:2x8 SP No.2,1-17,9-11:2x4 SP No.2 REACTIONS. (lb/size) 18=1275/Mechanical,10=2032/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-1205/0,1-2=-3529/0,2-3=3529/0,3-4=-6819/0,4-5=-6819/0,5-6=6819/0, 6-8=5812/0,8-9=-5812/0,9-10=1904/0 BOT CHORD 16-17=0/5495,14-16=0/5495,13-14=0/6819,12-13=0/7027,11-12=0/7027,10-11=01324 WEBS 2-17=287/0,1-17=0/3475,9-11=0/5730,3-17=2099/0,3-14=0/1834,4-14=-397/0, 6-13=827/172,6-11=1298/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-3-0 oc. Webs connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Refer to girder(s)for truss to truss connections. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1160 lb down at 16-5-11 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=100,10-18=-10 Concentrated Loads(lb) Vert:11=1160(B) i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pp� �• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing fyf iTek" I always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPn Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Blvd. Tampa,rk East ! I i Job Truss Truss Type Qty Ply Casano Res./Floors T12169027 J34602 FG02 FLOOR 1 I Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:18 2017, Page 1 ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-USHTAB?bm2Kng2NuknoHOm5e8Cd4?4Z43oBjkryXBZt ` 2-8-2 4-9-0 6-9-14 9-6-0 2-8-2 2-0-14 2-0-14 2-8-2 I Scale 1:17.7 i 2x4 II 3x4= 4xl0= 1 4x10 = 2 3x4 = 3 4 5 i e 9 8 7 4x10 = 6 4x10 = 3x8= 6• 6. 2x4 11 2x4 I I f 2-8-2 1 4-9-0 6-9-14 9-6-0 I . 2.8-2 1 2-0-14 2-0-14 2-8-2 Plate Offsets(X,Y)— 17:0-3-8.0-2-01 19:0-3-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.06 8 >999 360 MT20 244/1901 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) 0.10 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:108 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10,5-6:2x8 SP No.2 I REACTIONS. (lb/size) 10=2283/0-4-0,6=2283/0-8-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2187/0,1-2=-3928/0,2-3=5225/0,3-4=-5225/0,4-5=-3928/0,5-6=-2187/0 j BOT CHORD 9-1 0=0152 8,8-9=0/3928,7-8=0/3928,6-7=0/528 WEBS 1-9=0/3655,2-9=-1425/0,2-8=0/1424,3-8=1110/0,4-8=0/1424,4-7=-1425/0, 5-7=0/3655 I NOTES- j 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Girder carries tie-in span(s):17-0-0 from 0-0-0 to 9-6-0 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=503(1`=-403),6-10=-10 I I I. ®WARNING-Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiiTekO 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 pp�T I s always required for stability and to prevent collapse'with possible personal injury and property damage. For general guidance regarding the IVi i OW � fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Bivd. Tampa,6904 Park rke East East Job Truss Truss Type Qty Ply Casano Res./Floors ;n T12169028 J34602 FG03 Flat Girder 1 Job Reference optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:24 2017 Page 1 ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-JcekQE3LLu5xYzg252vhd1 LivdicPw2yRke1 xVyXBZn 2-0-11 4-1-6 2-0-11 2-0-11 _ I ' 1 3x4— 2 1x4 11 3x34— ;Scale 1:9.3 FA _N I 5 7 Special 4 Special 3x8= i 6 2x4 II 2x4 I I r z0 -11 4-1 S 21-11 2-0-11 LOADING (psf) SPACING- 2-0-0 CSI: DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014rfP12007 Matrix-MP Weight:42 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=294/Mechanical,4=425/Mechanical Max Horz 6=94(LC 5) Max Uplift 6=-180(LC 4),4=180(LC 5) Max Grav 6=660(LC 12).4=1170(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=681/179,1-2=1194/178,2-3=1194/178,3-4=-681/179 WEBS 1-5=225/1354,3-5=225/1354 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. j 3)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)N/A 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 6 and 180 lb uplift at joint 4. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)849 lb down at 1-1 0-7,and 851 lb down at 3-2-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE.Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,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 chord members only.Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criterla,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Truss Type Qty Ply L Casano Res./Floors T12169028 4' J34602 FG03 Flat Girder 1 n Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:24 2017 Page 2 ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-JcekQE3LLu5xYzg252vhd1LivdicPw2yRkeli VyXBIZn LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,4-6=-20 Concentrated Loads(lb) Vert:5=-217(F)7=219(F) I I j I I ®wARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall /1 building design.Bracing Indicated is to prevent buckliog,of Individual truss web and/or chord members only.Additional temporary and permanent bracing ivi iTek' Is always required for stability and to prevent collapse iwith possible personal injury and property damage.For general guidance regarding the Blvd. B e East fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,69r14 Park rk East I Job Truss Truss Type Qty Ply Casano Res./Floors T12169029 �^J34602 FL01 Floor 1 1 � ' Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946. 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:29 20117 Page 1 I D:Mjo2eH rAC hUvc4aW?22tAFyZQIK-gaSdTy7UAQjEekjOubVsK52RLeJx450hbOModiyXBZi 0-M H 1F—M D�o�` 2-M °1-0A 01q tale=1:35.2 I I: 1 3x3 6x6 =3x3 3x4= 3x3 = 3x3 = 1x4 II 1x4 II 3x3= US FP= 3x4 = 3x3 —6x6 — 1 2 3 4 5 6 7 8 9 10 11 12 13 0 23 22 21 20 19 18 17 16 15 14 3x3 II 4x6= 3x4 = 5x5= US II 3x6 II 5x5 = 3x4= 46 = 3x3 II 10-1-0 11-2-8 0 3• 1168 443-8 6-9-8 8-11-8 9114 11-1-0 13-4-8 15-10-8 18-4-8 19.1 11 2 2 0-3- 1-6-0 2�-0 2-2-0 0.•81.0-0 1-0-0 0--8 2-2-0 2-6-0 2-6-0 1-6-0 0-3- Plate Offsets(X.Y)— [17:0-1-8,Edge],120:0-1-8.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP , TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.31 18-19 >739 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.49 18-19 >473 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.09 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:115 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, BOT CHORD 2x4 SP ND.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:20-21,16-17. REACTIONS. (lb/size) 1=106310-3-0,13=106310-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=1106/0,3-4=-2701/0,4-5=-3922/0,5-6=4414/0,6-7=-4414/0,7-8=-4414/0, 8-10=-3922/0,10-11=-2701/0,11-13=-1106/0 BOT CHORD 21-22=0/2029,20-21=0/3433,19-20=0/4284,18-19=0/4414,17-18=0/4284,16-17=0/3433, 15-16=0/2029 WEBS 1-22=0/1434,3-22=-1291/0,3-21=0/934,4-21=1016/0,4-20=0/665,13-15=0/1434, 11-15=-1291/0,11-16=0/934,10-16=1017/0,10-17=0/665,5-20=545/0,5-19=-135/540, 8-18=-135/540,8-17=-545/0 i NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I ®WARNING-Verify,design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. ■■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 Welk' l." Is aWays required for stability and to prevent collapseiw8h possible personal Injury and property damage.For general guidance regarding the W V� it fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I I I I i Job Truss Truss Type Qty, Ply CasanOReS./Floors 'T12t030 J34602 FL02 Floor 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:33 2017 Page 1 ID:Mjo2eHrAChUvo4aW?22tAFyZQIK-YLhBJJA?EfDf7L1n7RZoVxD7KFhtOvCHWeKOmTyXBZe 0-3-8 PZL'�, 2—M 0.11:01 0 1 � tale=1:35.2 I I 3x3 = 6x6 =3x3= 3x4= 3x3 = 3x3 = 1x4 II 1x4 II 3x3= 3x6 FP= 3x4 = 3x3 —6x6— jj 1 2 3 4 5 6 7 8 9 10 11 12 13 S o to 0 • 23 22 21 20 19 18 17 16 15 14 3x3 II 4x6= 3x4 = 5x5= 3x6 II 3x6 II 5x5 = 3x4= 4x6 = 3x3 II 10-1-0 11-4-0 0 3- If 4-3-8 6-9-8 8-11-8 1 0 11-1-0 1 8 13-0-8 15-10-8 18-4-8 19-0-8 2 2 j 0.3 1-6-0 2-6-0 2-2-0 0.-81-0-0 1-0-0 0. 1-11-0 2-8-0 1-6-0 0-3- 0-1-8 Plate Offsets(X.Y)— I17:0-1-8.Edoel,I20:0-1-'8.Ed0e1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.31 18-19 >739 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.49 18-19 >473 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.09 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:115 lb .FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:20-21,16-17. REACTIONS. (lb/size) 1=1063/0-3-0,13=106310-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 1-3=1106/0,34=-2701/0,4-5=-3922/0,5-6=4414/0,6-7=-4414/0,7-8=-4414/0, 8-10=3922/0,10-11=-2701/0,11-13=-1106/0 BOT CHORD 21-22=0/2029,20-21=0/3433,19-20=014284,18-19=014414,17-18=014284,1 6-1 7=0134 3 3, 15-16=0/2029 WEBS 1-22=011434,3-22=-1291/0,3-21=0/934,4-21=1016/0,4-20=0/665,13-15=0/1434, 11-15=-1291/0,11-16=0/934,10-16=1017/0,10-17=0/665,5-20=-545/0,5-19=135/540, 8-18=135/540,8-17=545/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overallI building design.Bracing indicated is to prevent buckli(g of individual truss web andfor chord members only.Additional temporary and permanent bracing �/� i is always required for stability and to prevent collapsetwdh possible personal injury and property damage.For general guidance regarding the MiTek^ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrPlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I j Job Truss Truss Type Qty, Ply Casano ResJFloors 'T12169031 J34602 FL03 Floor 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:39 2017 Page 1 I D:Mjo2eHrAChUvo4aW?22tAFyZQIK-NV2PaMFmpV_prGUxTigCkBT80gIXQds9uZnKz7yXB 0-&5 I-M ; I 71 i 2-M 0�1� 0 3 � cote=i1:35.1 3x3= 3x3= 6x6 =3x3= 3x4= 3x3 = 1x4 II 1x4 I I 3x3 = 3x6 FP= 3x4 = 34 —6x6— 1 2 3 4 5 6 7 8 9 10 11 12 13 L= F 6r I� d 23 22 21 20 19 18 17 16 15 14 3x3 II 4x6 = 3x4= 5x5 = 3x6 II 34 II 5x5= 3x4 = 4x6 = 3x3 II n 10-G-4 11-1-12 5 2-0-5 4-6-5 7-0.5 8-10.12 & 11-0-4 133-12 15-9-12 16-3-12 19-9-12 2 1 -5 1$0 1.10.7 0.-81-0-0 1-0.00.-8 2-2-0 2-8-0 2b-0 1-6-0 0.3 Plate Offsets(X.Y)— 117:0-1-8.Edge1.120:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.30 18-19 >770 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.46 18-19 >492 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0.09 13 n/a n/a BCDL 5.0 Code FBC2014/iP12007 Matrix-S Weight:114 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-10 cc purlins; BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 2-2-0 cc bracing:20-21,16-17. REACTIONS. (lb/size) 1=1047/0-5-13,13=1047/0-3-0 _ I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=1087/0,3-4=-2649/0,4-5=3831/0,5-6=4278/0,6-7=4278/0,7-8=-4278/0, 8-10=3833/0,10-11=2649/0,11-13=-1087/0 BOT CHORD 21-22=0/1994,20-21=0/3361,19-20=0/4183,18-19=0/4278,17-18=0/4171,16-17=0/3362, 15-16=0/1994 WEBS 6-19=265/0,1-22=0/1409,3-22=-1268/0,3-21=0/911,4-21=989/0,4-20=0/639, 13-15=0/1409,11-15=-1268/0,11-16=0/910,10-16=-991/0,10-17=0/640,5-20=-565/0, 5-19=-152/539,8-18=149/506,8-17=-515/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Wanting:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i i I i i ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall tot building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse iwith possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 L I Job Truss Truss Type Qty Ply CasanoRes./Floors T12169032 J34602 FL04 Floor 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MTek Industries,Inc. Tue Oct 3 07:35:44 2017 Page 1 c ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-jSsld4Jue1c5x2MuGFGNRFA?RhUO5vNv2rU5i yXBZT 0-3 8 I—I 1�-0� 0-11-0 2-M 0-1 � 0 ce �I =1:30.8 I 6x6 = 3x3= 3x3 = 3x3 = 3x3 = 1x4 II 1x4 II 3x3 = 3x4 = 3x3= 6x6 = 1 2 3 4 5 6 7 8 9 10 11 0 0 d 20 19 18 17 16 15 14 13 12 3x3 II 4x6 = 3x3 = 5x6 = 3x6 II 3x6 II 5x5= 4x6 = 3x3 II 11-5-8 17-11-1 0 3- 1-9-9 4-3-8 6-9-8 a-11-8 9-1 0 10-1-0 11-1-0 1 11:-2 15-11-2 17-5-2 1 -11-' 0-3- L6-0 2-8-0 2-6-0 2-2-0 0--8 1-0-0 1-0-0 0.3- 1-it-9 2-GO 1-6-0 -5-1 0-1-8 0-011 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.21 16-17 >959 360 MT20 244/190, 1 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.33 16-17 >613 240 . BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.06 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:104 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=929/0-3-0,11=929/0-5-7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=951/0,3-4=-2268/0,4-5=-3185/0,5-6=-3287/0,6-7=-3287/0,7-8=-3287/0,B-9=-2374/0,9-11=-956/0 BOT CHORD 18-19=0/1739,17-18=0/2850,16-17=0/3349,15-16=0/3287,14-15=0/2941,13-14=0/1786 WEBS 7-15=-259/0,1-19=0/1232,3-19=-1102/0,3-18=0/737,4-18=808/0,4-17=0/456,11-13=0/1239,9-13=-1159/0, 9-14=01799,5-17=-321/0,5-16=292/293,8-15=0/705,8-14=769/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i i I � I I I i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 abnays required for stability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the n/�pro I lT ek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Truss Type Qty Ply Casano ResJFloors T12169033 J34602 FLO5 Floor 5 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:48 2017 Page 1 I D:Mjo2eHrAChUvo4aW722tAFyZQIK-cE5pTRMPiG6XQfgfV4LKc5KiZlq l ljhUyTSlo6yXBZP I 0-3-8 0-11-0 I 2-M 0 118 g�yle=1:29.0 4x4= 4x41= 6x6 = 3x3 = 3x3= 3x3 = 3x3 = 1x4 11 1x4 II 34 = 1x4 = 1 2 3 4 5 6 7 8 9 .10I 21 0 0 m I� 6 20 19 18 17 16 15 14 13 12 3x3 I I 04 = 3x3= 3x3 = 4x6 II 3x6 II 5x5 = - 4x4= 3x3 = ti 3 0-3- 12-8-6 4-0-0 Plate Offsets(X.Y)— T10:0-1-8.Edae1.f15:0-3-0.Edgel T21:0-1-8.0-0-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.19 15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.30 15 >661 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) -0.01 11 n/a n/a BCDL 5.0 Code FBC2014lTP12007 Matrix-S Weight:96 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 11=899/0-3-8,1=905/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-11=-897/0,1-3=-923/0,3-4=2196/0,4-5-2892/0,5-6=3082/0,6-7=-3082/0, 7-8=3082/0,8-9=-2302/0,9-10=909/0 BOT CHORD 18-1 9=0/1 689,17-18=012675,15-17=0/3098,14-15=0/3082,13-14=0/2856,12-13=0/1745 WEBS 7-14=329/0,1-19=0/1196,3-19=-1071/0,3-18=0/706,4-18=667/0,4-17=0/301, 5-17=339/0,10-12=0/1173,9-12=-1162/0,9-13=0/756,5-15=220/323,8-14=01705, 8-13=751/0 i NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 stongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i I I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 ccllapseiwith possible personal injury and property damage.For general guidance regarding the M''('e k fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,.FL 36610 I i Job Truss Truss Type City Ply Casano Res./Floors T12169034 J34602 FL06 Floor 3 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:52 2017 Page 1 ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-U?LJIpPwNczvGzQkwPGmxVMwvC_zXm4t5QWx1yXBZL 0-M 3 3 H II-M 0-11-0 2-0­0 I r Scale=1:28.5 i I, 4x4 = 6x6 = 3x3= 3x3 = 3x3= 3x3 = 1x4 II 1x4 II 3X3 = 4x6= 1 2 3 4 5 6 7 8 9 10 m I� 0 20 19 18 17 16 15 14 13 12 ill 3x3 I I 4x4 = 3X3= 3x3= 4x6 II 3x6 II 5x5 = 4x4= 3x3 II 43 8 1-9 8 4-3-8 6.9 8 8 11-8 0.1 0 10.1-0 11-1-0 11r2r8 12 8 11 15-2-11 16 8-11 2-6-0 2 8 0 2.2-0 0- 1-0-0 b0-0 0.-8 1-11 2S0 1-6-6 Plate Offsets(X,Y)— i15:0-3-O,Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.18 15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.29 15 >677 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) -0.01 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:95 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 11=890/Mechanical,1=890/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-11=-887/0,1-3=-906/0,3-4=-2147/0,4-5=2814/0,5-6=-2959/0,6-7=-2959/0, 7-8=2943/0,8-9=2255/0,9-10=889/0 BOT CHORD 18-19=0/1656,17-18=0/2612,1 5-1 7=0130 0 0,14-15=0/2959,13-14=0/2828,12-13=0/1713 WEBS 7-14=482/0,1-19=0/1173,3-19=-1049/0,3-18=0/683,4-18=646/0,4-17=0/281, 5-17=-315/0,10-12=0/1184,9-12=-114410,9-13=0/736,5-15=-242/293,8-14=0/827, 8-13=-785/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center.. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. , 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Iva I' building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse;with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type City Ply Casano ResJFloors T72169035 J34602 FL07G Floor Girder 2 1 Job Reference o tional I East Coast Truss, Ft.Pierce,FL-34946, _ 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:35:572017 Page 1 ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-ry8CLWi2alFF?lsOXT?RT_CA5wvrekuplNBHc4yXBZG 0-M I--I 1—M 0�11-0 2r -0-0 AY--f I 1 t-7 Scale=1:28.5 5x5 = THA422 6x6 = 3x3= 3x3 = 34= 3x3 = 1x4 II 1x4 II 4x12 = 4,6= 1 2 3 4 5 6 7 8 9 10 i I Fi o I o w I? d 20 19 18 17 16 15 14 1 12 2-3-0 11q 34 II 4x6= 3x3= 5x6= 3x6 II 3x6 II 5x6 = 3x8 = 4x6 = 3x3 II I 4-3.8 6-9-8 8-11-8 9-1 10.1-0 11-1-0 11 12-8-11 145-11 15-2-11 16-8-11 3• 1.6-0 2-6-0 2-2-0 0. 1-0.0 1-0.0 0.-8 1-8-3 1-9-0 0.9-0 1-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.20 16-17 >964 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.32 16-17 >613 240 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL). -0.01 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:105 lb FT=0%F,0%E LUMBER BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=1235/Mechanical,1=943/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-11=1 225/0,1-3=967/0,3-4=2314/0,4-5=3262/0,5-6=3415/0,6-7=3415/0,7-8=3415/0,8-9=-2798/0, 9-10=-1305/0 -18=0/2911,16-17=0/3452,15-16=0/3415,14-15=0/3324,13 14=0/2037,12-13=0/2035 BOT CHORD 18-19=0/1769,17 WEBS 7-15=-379/52,1-19=0/1253,3-19=-1122/0,3-18=0/758,4-18=-829/0,4-17=0/477,10-12=0/1737,9-14=0/915, 9-12=-1360/0,5-16=102/338,8-15=-134/648,8-14=713/0,5-17=-365/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree'rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Srongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. 7)Use Simpson Strong-Tie THA422(Single Chord Girder)or equivalent at 14-5-12 from the left end to connect truss(es)to front face of top chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 8)Fill all nail holes where hanger is in contact with lumber. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Dead+ e c = _1) Floor Live(balanced):Lumber Increase 1.00,Plate Increase 1.00 Uniform Loads(plf) Vert:11-20=-10,1-10=-100 Concentrated Loads(lb) Vert:9=397(1`) I I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I a tmss system.Before use,tha 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 �yO is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the �qqiTek° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I i I i Job Truss Truss Type Qly Ply Casa no Res./Floors T12169036 J34602 FL08 Floor 1 1 i I Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MTek Industries,Inc. Tue Oct 3 07:36:01 2017 Page,1 I D:Mjo2eHrAChUvo4aW?22tAFyZQIK-kkN1BuWZeGlhUf99mJ4NdgNxAXFNar-RPy?6UIryXBZC 0-0-10 1-0-0 0-11-2 2-M 0-11-0 OF� �� � S le=1:29.0 5x5= 3x3= 3x3 = 3x3 = 1x4 II 3x3= 3x3 = 3x3= 3x3 = 56 = 1 2 3 4 5 6 7 8 9 10 i 0 0 m I� d 20 19 18 17 16 15 14 13 12 11 3x3 II 4x4 = 5x5= 3x6 II 46 I I 3x3= 3x3 = 4x4 = 3x3 II -& -0-0 E-0 5- 6- -2 9-0- -4- -0-2 6-4- -8 -6-10 2-0-0 1-0.10 1-0-0 1-0-0 0.A 2-2-0 2-6-0 2-0-0 1-0-0 0-3 Plate Offsets(X.Y)— f1:0-2-O.Edgel f10:0-2-O,Edgel f16:0-3-O.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.17 14-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.26 14-16 >707 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.05 10 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix-S Weight:94 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 1=858/0-6-2,10=858/0-3-0 j FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=867/0,3-4=-2164/0,4-5=2701/0,5-6=2701/0,6-7=-2648/0,7-8=-2042/0,8-10=869/0 BOT CHORD 18-19=0/1616,17-18=0/2701,16-17=0/2701,14-16=0/2784,13-14=0/2476,12-13=0/1585 WEBS 4-1 7=0148 4,1-19=0/1122,3-19=1048/0,3-1 8=01745,10-12=0/1125,8-12=-1003/0,8-13=0/635,7-13=-603/0, 6-14=-264/0,4-18=-918/0,6-16=272/231 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about Its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with N17ek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not • j a truss system.Before use,the building designer must verify the applicability of design parameters and propedy 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 M ITe�'I always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Blvd. Tampa,6904 Parke East East I i i I Job Truss - Truss Type City Ply Casano Res./Floors T12169037 J34602 FL09 Floor 2 1 ' Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MTek Industries,Inc. Tue Oct 3 07:36:04 2017 Page 1 ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-8J3spwYRwB7GL6ukRSd4FT?RCIH?nyOreyK9MAyXBZ9 0-3-8 H 1-3-0 � 0011-0 2-M 1-1-8 � Scale=1:27.9 i 5x5= 3x3= 3x3 = 3x3= 3x3 = 1x4 II 3x3 = 3x3 = 4x6= 1 2 3 ( 4 5 6 7 8 9 0 0 ro I? d 19 18 17 16 15 14 13 12 11 10 3x3 II 4x4= 3x3 = 3x3= 4x6 II 3x6 II 5x5 = 4x4= 3x31 II 3 -9-8 3-8 6-9-8 8- -8 9- 0--0 -1-0 1 -0 -0-0 -0 3 1S-0 MI 2-0-00-$ 1-0-0 1 0-0 13-0 2-0-0 Plate Offsets(X.Y)— r1:0-2-O.Edgel,rl3:0-3-0,0-0-01.114:0-3-O.Edgel i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.17 14-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.27 14-16 >697 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) -0.01 10 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-S Weight:92 lb FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) — except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:14-16. REACTIONS. (lb/size) 10=869/Mechanical,1=869/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-865/0,1-3=-881/0,3-4=-2077/0,4-5=-2704/0,5-6=-2788/0,6-7=2788/0,7-8=2197/0,8-9=-861/0 BOT CHORD 17-18=0/1609,16-17=0/2522,14-16=0/2856,13-14=0/2788,12-13=0/2788,11-12=0/1657 WEBS 7-13=-2/430,1-18=0/1141,3-18=-1019/0,3-17=0/651,4-17=618/0,4-16=0/257,5-16=283/0,9-11=0/1146, 8-11=-1106/0,8-12=01734,5-14=-261/252,7-12=912/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i ®WARNING-Ver1fy design parameters and READ,NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p�A �^ iTek' building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the iVl fabrication,storage,delivery,erection and bracing ofitrusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insritlule,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 38610 Job Truss JTruss Type Qry Ply Ca no Res./Floors T12169038 J34602 FL10 Floor 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc.Tue Oct 3 07:36:08 2017 Page 1 I D:Mjo2eHrAChUvc4aW?22tAFyZQIK-04JNfHby_PdhgkCVgHiOQJ947MegjIORZaIMVxyXBZ5 0-3-8 H 1-3-0� 0-1�1-0 2-0-0 I--I Scale:12"=1' i 5x5= 5x5= 3x3 = 3x3 - 3x3 = 3x6 FP=3x3 = 1x4 11 2x3 11 3x6= 1 2 3 ! 4 5 6 7 8 9 10 yo o0 , 1 7 i • 19 18 17 16 15 14 13 12 11 3x3 I I 4x4 = 3x3 = 3x6 FP= 3x3 = 3x3 = 5x5 = 3x4= 3x3 I I 3 1-9A 38 6-9-8 8-1 -8 9 11--0 -8 -0 -3 1-0-0 2-0N 2-0-0 2-2-0 0-$ 1-0-0 1-0-0 0--8 1-7-8 1-0-0 Plate Offsets(X.Y)— (1:0-2-O.Edgel,(8:0-1-8,0-0-01,f13:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.22 14-15 >768 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.34 14-15 >493 240 BCLL 0.0 Rep Stress]nor YES WB 0.59 Horz(TL) -0.02 11 n/a n/a BCDL 5.0 Code FBC2014rTP12007 Matrix-S Weight:77lb FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(fiat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 5-10:2x4 SP 285OF 1.8E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-16:2x4 SP No.l(flat) 2-2-0 oc bracing:14-15,13-14. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 11=759/Mechanical,1=759/0-3-0 I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-11=-728/0,1-3=-756/0,3-4=-1720/0,4-6=2153/0,6-7=-179710,7-8=-1797/0, 8-9=1797/0,9-10=-704/0 BOT CHORD 17-18=011372,15-17=0/2060,14-15=0/2143,13-14=0/1797,12-13=0/1448 WEBS _ 7-14=-15/315,8-13=918/0,1-18=0/979,3-18=-862/0,3-17=01484,4-17-473/0, 6-14=-618/0,10-12=0/938,9-12=-1035/0,9-13=0/1230 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I ! i i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �® a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p gi�Y�a building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y' l Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the p�Tek" fabrication,storage,delivery,erection and bracing 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 Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 I i Job Truss Truss Type City Ply Casano Res./Floors T12169039 J34602 FL11 Floor 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MTek Industries,Inc. Tue Oct 3 07:36:12 2017 Page 1 I D:Mjo2eHrAChUvc4aW?22tAFyZQIK-vrYtVffS2eB71LVGv7mya9Khlzl gtbGOUCGaejyXBZ1 • 0-3.8 1 G-11-0 2-0-0 1-0-12 0�L Scalti:ia.5 5x5= 3x3= 34 = 3x3 = 3x6 FP= 3x3= 1x4 II 34 __ 5x5 1 2 3 4 5 6 7 83x8 9 10 yo 10 T R 1 19 18 17 16 15 14 13 12 11 3x3 I I 3x4= 3x3 = 3x3= 3x5 FP= 34= 3x6= 4x4= 34 II r 3 1-9-8 3, 6- -8 8 A 9 10--0 -0 2-0-5 4-OS 4-6 3 1-6-0 2-6-0 2-0-0 0-111 1-0-0 1-0-0 1-2� 1-6-0 0-6-7 Plate Offsets(X.Y)— 11:0-2-O.Edgel,18:0-1-8,Edge1,110:0-2-O,Edgel,113:0-1-8,Edgel I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.29 14-16 >552 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.45 14-16 >362 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) -0.03 10 Na n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-S — Weight:81 lb FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-10:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP 285OF 1.8E(flat)*Except* 15-19:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 1=742/0-3-0,10=742/0-5-15 FORCES. (lb)-Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=738/0,3-4=-1661/0,4-6=-2075/0,6-7-1623/0,7-8=-1 62310,8-1O-751/0 BOT CHORD 17-1 8=011 334,16-17=0/1992,14-16=0/2010,1 3-14=0/1 623,12-13=0/1608 WEBS 8-13=0/449,1-18=0/955,3-18=-835/0,3-17=0/455,4-17=-460/0,6-14=673/0, 10-1 2=01976,8-12=1 214/0 NOTES- , 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ' I i f - ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. r Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type City Ply Casa no Res./Floors IT12169040 I J34602 FL12 Floor 1 1 Job Reference(optional) _ East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:16 2017 Page 1 I D:Mjo2eHrACh Uvc4a W?22tAFyZCiIK-ncn OLOiz6teZnyp28zruk?VR3aMobKgcPgEnmUyXBYz 0-5-13 I 1-2-13 __I , 2-M , 0-11-0 1-3-0 Q-3 f Scale�-1:22.3 i 1x4 II 3x3 = 6x6 _ 3x3= 1x4 II 3x3= 3x6 FP= 3x3= 3x3= 5x5 = 1 2 3 4 5 6 7 8 9 10 11 i i 0 0 o 18 17 16 15 14 13 12 3x3 I I 4x6 = 3x3 = 3x3= 3x3= 3x4 = 3x3 II 5-3 -0 3-- --0 6 0 8-0-0 -0 -10. 5-13 15-13 0-1, 1-0-0 0-15 2-2-0 2-0-0 25-0 1_;Vol -3 Plate Offsets(X.Y)— i11:0-2-0,Edgel.117:0-1-8.Edge1 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.24 15-16 >648 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.37 15-16 >415 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.02 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:71 lb FT=O%F,-0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-8:2x4 SP 285OF 1.8E(flat) except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) _ I REACTIONS. (lb/size) 1=696/0-5-3,11=70210-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 24=1345/0,4-5=-1345/0,5-6=-1345/0,6-7=1860/0,7-9=-1536/0,9-11=-691/0 BOT CHORD 16-17=0/1345,15-16=0/1780,14-15=0/1821,13-14=0/1249 WEBS 4-17=831/0,5-16=0/366,2-1 7=011 728,11-13=0/894,9-13=782/0,9-14=0/400, 7-14=396/0,6-16=-726/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5 Warning:Additional permanent and stability bracing for truss system not art of this component design)is always required. P Y 9 Y ( P P 9 )- Y q ' � I I ' I I ' WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with WWI)connectors.This design is based only upon parameters shown,and is for an Individual building component,not p�• . 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 chord members only.Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type Qty Ply CasanoRes./Floors T12169041 J34602 FL13 Floor Supported Gable 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, S.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:21 2017 Page 1 ID:Mjo2eHrAChUvo4aW?22tAFyZQIK-8abHOkl6wPGrujh?xWR3R2CStbIBGnHLY6yYRhyXBYu ,Scale 1:17.9 i 34 II 3x6 II 1x4 II 1x4 II U4 II U4 II 1x4 II 3x6 II 3x611 1 2 3 4 5 6 7 8 9 10 11 j12 i I I I h 21 20 19 18 17 16 - 15 14 13 3x3 II U4 ll 1x4 II 1x4 II 1x4 II U4 II 1x4 II 1x4 II 343 ll • �-8 -1-14 -3-8 10-3-15 0-6=7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.00 11 n/r 180 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 12 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.03 Horz(TL) -0.00 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-R Weight:54 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) i REACTIONS. All bearings 11-1-14. _ (lb)- Max Grav All reactions 250 lb or less at joint(s)21,13,20,19,18,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Plates checked for a plus or minus 0 degree rotation about its center. 2)Gable requires continuous bottom chord bearing. I 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Warning:Additional permanent and stability,bracing for truss system(not part of this component design)is always required. I j I I I I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p{building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing i�iiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component e Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Blvd.Tampa,691M Park rk East Easl Job Truss Truss Type City Ply Casano Res./Floors T12169042 J34602 FL14 Floor 1 1 ' Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:26 2017 Page 1 I D:Mjo2eHrAC hUvo4aW?22tAFyZQI K-VXOARRpElxvB—Vazj3OE86vDvcwAx764i NfJ7vyXBYp 0-5-15 15-15 1 -0 15-9 ) Scale=1:18.7 5x5 = 3x3 3x3 = 3x3 = 5x5= 3x6= 3x3 = 1 2 3 i 4 5 6 7 8 ' i o 15 13 12 11 10 9 3x3 II 3x3 = 1x4 II `1x4 II 34= 3x3 II 3x6 = -8- 3 05-15 115 0-1 1-0-8 4-2-9 Plate Offsets(X,Y)— 12:0-2-O.Edael,f8:0-2-O.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.02 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) -0.03 11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FBC2014rFPI2007 Matrix-S Weight:57 lb FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:13-14. REACTIONS. (lb/size) 1=56/0-2-7,14=605/0-6-15,8=359/0-3-0 Max Uplift 1=49(LC 7) Max Grav 1=87(LC 8),14=639(LC 7),8=373(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=265/0,5-6=-531/0,6-8=-298/0 BOT CHORD 12-13=0/531,11-12=0/531,10-11=0/531 WEBS 4-14=523/0,8-10=0/381,4-13=0/387,6-10=323/0,5-13=388/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)1. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift atjoint 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.1010312015 BEFORE USE. ■■■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not • a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall buildinglw design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �y�is aays required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the pp�iTek' fabrication,storage,delivery,erection and bracing 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 Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I I it i i I ' Job Truss Truss Type Qly Ply CasanoRes./Floors T12169043 J34602 FL15 Floor 1 1 Job Reference o floral East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MTek Industries,Inc. Tue Oct 3 07:36:31 2017 Page 1 ID:Mjo2eHrAChUvc4aW722tAFyZQIK-rVB3U8tNZTXR4GSwWccPr9czjdcdcFcprfN4o6yXBYk 03-8 ' �i 1-310 1-2-2 0-60 6 7 '' ' Sc91e=1:15.1 5x5 = 3x3= 3x3= 3x3 = 5x5 = 1 1 2. 3 4 3x3 5 6 7 I 0 0¢ ' o 3x3 = 3x3 II 13 12 11 10 9 8 3x3 II 34 = 1x4 II 1x4 II 3 8 1-9A 5A-10 A 7-2-10 7-9-1 03-8 1Id 3-11-2 1E-0 01-7 1 Plate Offsets(X.Y)— fl:0-2-0 Edcel f6:0-2-O,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.06 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(TL) -0.09 9-10 >998 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:45 lb FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-7:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 7=397/0-2-15,1=40310-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=331/0,3-4=-645/0,4-6=-375/0 BOT CHORD 11-12=0/645,10-11=0/645,9-10=0/645 WEBS 6-9=0/487,1-12=0/425,4-9=368/0,3-12=-433/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. _ Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i I i I ®WARNING-Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p �• building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WOW iT�r k� Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 I, Job Truss Truss Type Qty Ply Casano Res./Floors T12169044 J34602 FL16 Floor 1 1 ' Jab Reference o tional East Coast Truss, Ft.Pierce,FL-34946. 8.130 s Sep 15 2017 MTek Industries,Inc. Tue Oct 3 07:36:42 2017 Page 1 ID:Mjo2eHrAChUvo4aW?22tAFyZQIK-1cMDovOH_swtvyolfQJ_oUaxi3PZhD3RNtX9hzyXBYZ 0-6-6 I� r I-M , 1-0-3 �i Scale=1:12.4 5x5= 3x3= 3x3 = 5x5 = 1 2 3 4 1x4 II 5 3x3 = 6 7 I o 3x3 = 3x3 II ■ 12 11 10 9 8 3x3 II 3x3= 1x4 II �OF$ , 4-0-8 6-" 0 - 4-" 1.6-0 Plate Offsets(X,Y)— f2:0-2-O.Edgel.f7:0-2-0.Edge1 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.02 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.03 10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-S Weight:39 Ito FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. _ REACTIONS. (lb/size) 1=319/0-2-13,7=325/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 24=409/0,4-5=-409/0 BOT CHORD 10-11=0/409,9-10=0/409 WEBS 7-9=0/311,2-11=0/524,4-11=-265/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with NIiTek®connectors.This design Is based only upon parameters shown,and is for an individual buildng component,not �® a truss system.Before use,the building designer m at ust verify the applicability of design parameters and properly Incorporate this design Into the overall p��A building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing IdY�Tek" is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i ' Job Truss Truss Type Qry Ply Casano Res./Floors T12169045 J34602 FL17 Floor 1 1 ' Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946. 8'130 s Sep 15 2017 MIek Industries,Inc. Tue Oct 3 07:36:46 2017 Page 1 ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-vObkeH3n14QIOZ6puGNwyKkhKgpYd3811WNglyXBYV 0-3-8 h 5x51= 1-05 a m I hr M 3X3 =1-3-0 sx5= 0 Scale=1:8.7 1 2 3 1x4 II4 5 6 I i o I o 0 3x3 II 3x3= 3x3= 3x3 II 10 9 8 7 Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 0-M 3-9-13 4�4 03-8 3-6-50$-7 Plate Offsets(X.Y)— 11:0-2-O.Edael i5:0-2-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.02 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:30 lb FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc puriins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=210/0-2-15,1=216/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)N/A 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I I I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ��qol, building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing �y�6Tek"i trusss always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSMII Quality Criteria,DSB-89 and BCSI Building Component Blvd. B e 6904 Park East Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 31Z Alexandria,VA 22314. Tampa,rk East I I Job Truss Truss Type City Ply Casano Res./Floors T12169046 J34602 FL18G Floor Girder 1 1 Job Reference D tional East Coast Truss, Ft.Pierce,FL-34946. 8.130 s Sep 15 2017 MiTek Industries,Inc.Tue Oct 3 07:36:49 2017 Page 1 I D:Mjo2eHrAChUvc4aW?22tAFyZQIK-KzHtG15gK?otFt gOaOxdayMExtsNgNiT_Skl R,3yXBYS 5x5 = 1 34 II 5x5= 1 2 ' 7 3 THA422 THA422 'Scale=1:9.4 I 3x6 6 5 4 3x3 11 3x3 11 i 1-7-4 32-8 1-7-4 1-74 Plate Offsets(X.Y)— f1:0-2-O,Edoel,13:0-2-O.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix-P Weight:26 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=495/Mechanical,'4=497/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=486/0,34=488/0,1-2=-529/0,2-3=-529/0 WEBS 2-5=808/0,1-5=0/669,3-5=0/669 NOTES- 1)Plates checked for a plus or minus 0 degree rotation about its center. _ 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-1 Od Truss)or equivalent at 2-14 from the left end to connect truss(es)to front face of top chord. 5)Use Simpson Strong-Tie THA422(6-16d Girder,6-1Od Truss)or equivalent at 1-4-4 from the left end to connect truss(es)to back ace of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=10.1-3=-100 Concentrated Loads(lb) Vert:2=-659(B)7=-8(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.70/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing w Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ptii'ek° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Aiexandd 6904 Parka East Blvd. a,VA 22314. Tampa,Parke East Job + Truss Truss Type Qty �Ply Casano Res./Floors T12169047 J34602 FL19 Floor 1 1 ' Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:54 2017 Page 1 �. ID:Mjo2eHrAChUvc4aW?22tAFyZQIK-gw4mJ09o9YQALojLMyWoH032euZgVisC8kRo6HyXBYN 0-4-3 1-M 3�6 1 4x6 = 2 Scale=1:9.5 flVi 4x4 = 5 4 3 3x8 II 3x3 II 0-7-3 2-1-3 0-7-3 1 S-0 Plate Offsets(X.Y)— 11:Edge.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.00 4 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-P Weight:17 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-1-3 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=102/Mechanical,3=102/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Plates checked for a plus or minus 0 degree rotation about its center. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ' I j I i � I ®WARNING-Verl/y design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 i Vl Is always required for stability and to prevent collap'se,with possible personal Injury and property damage.For general guidance regarding the �ppiTeic' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I i I I i I Symbols Numbering System - - - General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y - 6-4-8 dimensions shown in ft-in-sixteenths - Failure-to Follow Could-Cause-Property -- - offsets are indicated. (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. r� CI-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves o WEBS °3b 4 may require bracing,or alternative Tor I T O w p bracing should be considereof d. O 3. Never exceed the design loading shown and never �a U stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c-e M7 csb designer,erection supervisor,property owner and plates 0- 'lid'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 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 ft.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. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards' project engineer before use. ANSI/TP11: 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 DSB-89: Design Standard for Bracing. 141 a is not sufficient. BCSI: Building Component Safety Information, MiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.10/03/2015