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HomeMy WebLinkAboutTruss Drawing (2) Job Truss Truss Type Qty Ply 4735 selvhz �f T9539761 73795 GRC RIP 1 2 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:53 2016 Page 1 I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-m 161 u4hQYcjxuegOTrbReyo4EymA2C7QF4UEOjyal8K � -1-4-0 6-0-0 i 10-0-1 i 15-4-0 r 1-4— -0 6-0-0 4-0-1 5-3-15 Scale=1:28.5 5x8= 5x6= 3 4 5.00 12 0 N 5 2 1° �1 7!!! 7 13 14 6 15 16 VN 3x6= 3x8 I 6x8= 6x8= 6-0-0 10-0-1 15-4-0 6-0-0 4-0-1 53-15 Plate Offsets(),Y)-- (2:0-4-5,0-1-71,(3:0-5-12,0-2-81,14:0-3-0,0-2-41,(5:0-0-0,0-2-31,(6:0-3-8.0-4-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.15 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.22 6-7 >828 240 BCLL 0.0 * Rep Stress Incr NO W B 0.56 Horz(TL) 0.04 5 n/a rl/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:151 lb FT=20% LUMBER- BRACING- T OP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-0 or,puriins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 5=5789/0-3-8,2=3037/0-8-0 Max Horz 2=121(LC 24) Max Uplift5—3431(LC 8),2=1913(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-7448/4524,3-4=-7682/4682,4-5=-8201/4920 BOT CHORD 2-7=-4092/6819,7-13=-4169/6946,13-14=4169/6946,6-14=-4169/6946, 6-15=4454/7508,15-16=-4454/7508,5-16=-4454/7508 WEBS 3-7=-1292/2160,3-6=-705/1772,4-6=1707/2960 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. '6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)5=3431, 2=1913. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2423 lb down and 1570 lb up at 7-0-12,1298 lb down and 770 lb up at 9-0-12,1298 lb down and 770 lb up at 11-0-12,and 1298 lb down and 770 lb up at 13-0-12, and 1299 lb down and 771 lb up at 15-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 111II-7473 rev.1=342015 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 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 MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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 33610 Job Truss Truss Type Qty ply 4735 SeNitz T9539761 73795 GRC HIP 1 A 6, Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mirek Industries,Inc. Fri Sep 23 13:39:53 2016 Page 2 I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-m 161 u4hQYcjxuegOTrbReyo4EymA2C7QF4U EOjyal8K LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) • Vert:1-3=-54,3-4=-54,4-5=-54,2-8=20 Concentrated Loads(lb) Vert:8=-1299(F)13=-2423(F)14=-1298(F)15=-1298(F)16=-1298(F) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED m7TEK REFERANCE PAGE Mll-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 iiigE`•_f a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pfy 4735 Setv tz T9539762 73795 GRD SPECIAL 1 3 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:54 2016 Page 1 ID:vZLeUNtsgUlgaZhkoPAB1oy67ds-EEgg5Qi2JwroWoFDiZ6gA9LErM79nfXaUkEnwAyal8J r1-4-Q 2-1-14,3-8-0, 7-0-0 11-4-0 15-8-0 21-6-0 27-4-0 33-2-0 38-5-11 43-9-0 1-0-0 2-1-14 1-6-2 3-4-0 4-4-0 4-4-0 5-10-0 5-10-0 5-10-0 5-3-8 5� Scale=1:79.5 5x8= 5.00 12 4x5= 3x6= 3x10= 3x6= 4x5= 5 6 7 31 8 9 32 10 33 11 12 13 14 4 3 0 1 2 22 o 0 5 24 23 6 27 26 4x4= 3xB= 21 20 19 18 17 16 15 3x5= 5x8= 6x8= 4x4= 3x6= 6x10= 3x5 II 2-1-14 3-8-0 71 -0-0 11-4-0 15-8-0 21-6-0 27-4-0 33-2-0 W-5-8 43-9-0 i 2-1-14 1-6-2 3-0-0 4-4-0 4-4-0 5-10-0 5-10-0 5-10-0 Plate Offsets(>,Y)-- f5:0-5-12,0-2-81.(22:0-6-0,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.22 22-23 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.52 22-23 >773 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.15 17 n/a n/a BCDL 10.0 Code FBC2014(1-PI2007 (Matrix-M) Wind(LL) 0.35 22-23 >999 240 Weight-.721 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP M 30`Except` end verticals. 7-21:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:17-19,16-17. 12-17:2x6 SP No.2 REACTIONS. (lb/size) 15=-981/Mechanical,2=2027/0-8-0,1 7=591 610-4-0 Max Horz2=218(LC 8) Max Upliftl5=-1150(LC 13),2=-1373(LC 8),17=-3888(LC 8) Max Gravl5=664(LC 8),2=2366(LC 13),17=6644(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4196/2244,3-4=-9686/5440,4-5=-6608/3704,5-6=7485/4309,6-7=7485/4309, 7-31=7476/4377,8-31=7476/4377,8-9=-7476/4377,9-32=-573/999,10-32—573/999, 10-33—4118/7064,11-33=-4118/7064,11-12=-4118/7064,12-13—4118/7064, 13-14=-1540/2652,14-15=-640/1252 I BOT CHORD 2-27=-2123/3764,24-25=-4924/8611,23-24=3522/6224,22-23=-4475/7676, 7-22=562/501,20-21=-280/534,19-20—1837/3156,18-19=-999/573,17-18=999/573, 16-17=-2652/1540 WEBS 3-27=-2267/1337,25-27=2426/4300,3-25=-2987/5186,4-24=-2554/1487, 5-24=-665/1443,5-23=-876/1506,6-23=-590/525,7-23=-309/180,20-22=-1581/2667, 9-22=-2688/4576,9-20=208/363,9-19=-4654/2702,10-19=-1129/2329, 10-17=-6801/3977,12-17=-792/679,13-17=-5056/2955,13-16=-802/1752, 14-16=-3102/1802,4-25=-993/1803 NOTES- 1)3-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 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face In the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise Indicated. 3)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59111;eave=7ft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are 3X4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. 1 *� Design valid for use only with MITekO 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 /g building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type u Qty, Ply 4735 SeNitz 19539762; 73795 GAD SPECIAL 1 3 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mirek Industries,Inc. Fri Sep 23 13:39:54 2016 Page 2 ID:vZLeUNtsgUIgaZhkoPAB1oy67ds-EEgg5Qi2JwroWoFD1Z6gA9LErM79nfXaUkEnwAyal6J NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)15=1150,2=1373,17=3888. 10)Girder carries hip end with 0-0-0 right side setback,7-0-0 left side setback,and 7-0-0 end setback. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)733 lb down and 364 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=125 Uniform Loads(pit) Vert:1-5=-54,5-14=-118(F=-64),26-28=-20,24-25=-20,22-24=-44(F=-24),15-21=-44(F=-24) Concentrated Loads(lb) Vert:24=475(F) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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 33610 Job Truss Truss Type Qty Ply 14735 Selvitz T9539763 73795 GRE HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mrrek Industries,Inc. Fri Sep 23 13:39:55 2016 Page t I D:vZLeUNtsgU1 gaZhkoPAB1 oy67ds-iQE2JIjg3Dzf7ygPbGdvjNtMjIQKW 7XjiOzLTcya181 -1-4-0 7-0-0 i 12-2-0 17-4-0 24-4-0 , 25-8-0 , 1-4-0 7-0-0 5-2-0 5-2-0 7-M 1- Scale=1:45.5 5x8= 2x3 11 5x8= 5.00 F12 3 18 19 20 4 21 22 23 5 cb m 2 6 01 7 jo 11 24 10 25 9 26 27 8 3x6= 2x3 II 46 3x8= 2x3 I 3x6= 7-0-0 12-2-0 , 17-4-0 _-- 24-4-0 7-0-0 5-2-0 5-2-0 7-0-0 Plate Offsets(X Y)-- (3:0-6-4 0-2-121 (5:0-6-4 0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.33 9-11 >891 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.38 9-11 >770 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.44 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:T07lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1601/0-8-0,6=1601/0-8-0 Max Horz2=-153(LC 23) Max Uplift2=-1559(LC 8),6=-1559(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3208/2865,3-18=3569/3306,18-19=-3569/3306,19-20—3569/3306, 4-20—3569/3306,4-21=3569/3306,21-22=-3569/3306,22-23=-3569/3306, 5-23=-3569/3306,5-6=-3208/2865 BOT CHORD 2-1 1=-2485/2890,11-24=-2502/2913,10-24=2502/2913,10-25=-2502/2913, 9-25=-2502/2913,9-26=-2502/2913,26-27=2502/2913,8-27=2502/2913, 6-8=-2485/2890 WEBS 3-11=343/535,3-9=-678/817,4-9=-562/542,5-9=-700/848,5-8=-343/535 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft B=80ft;L=59ft;eave=7ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. .4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=1559, 6=1559. �7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)282 lb down and 296 lb up at 7-0-0, 159lb down and 163 lb up at 9-0-12,159 lb down and 163 lb up at 11-0-12,159 lb down and 163 lb up at 13-3-4,and 159 lb down and 163 lb up at 15-3-4,and 282 lb down and 265 lb up at 17-4-0 on top chord,and 444 lb down and 180 lb up at 7-0-0,92 lb down and 4 lb up at 9-0-12,92 lb down and 4 lb up at 11-0-12,92 lb down and 4 lb up at 13-3-4,and 92 lb down and 4 lb up at 15-3-4,and 444 lb down and 180 lb up at 17-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,3-5=-54,5-7=-54,12-15=-20 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103,2015 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 building design. Bracing Indicated Is 10 prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MBTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type oty• Ply a735 Selvitz Tl5397G3 73795 ORE HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:55 2016 Page 2 1 D:vZLeUNtsgU1 gaZhkoPAB1 oy67ds-ioE2JIjg3Dzf7ygPbGdvjNtMjIQK W 7XjiOzLTcyal8l LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-37(F)5=-37(F)11=-338(F)8=-338(F)18=-87(F)19=87(F)22=87(F)23=87(F)24=-38(F)25=-38(F)26=38(F)27=38(F) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ulf-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 r 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,seeANSI/TPI1 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,Alexandrla,VA 22314. Tampa,FL 33610 o Job Truss Truss Type City Ply 14735 Selvitz T9539764 Job GRF HIP 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:55 2016 Page 1 I D:vZLeUNtsgU 1 gaZhkoPAB1 oy67ds-iQE2JIjg3DzflygPbGdvjNtPCITzW CXjiOzLTcyal81 ��+ 5-" 11-0-0 _ 15-4-0 1-4-0 5-0-0 6-0-0 4-4-0 Scale=1:28.6 4x8= 4x5= 3 16 17 4 5.00 12 5 3x4 6 a 2 to 8 18 19 7 2x3 I 3x4= 3x4= 4x4 II 5-0-0 11-M , 15-4-0 _ 5-0-0 6-0-0 4-4-0 Plate Offsets(X Y)-- f3:0-5-4 0-2-0j 16:0-1-9 0-1-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(fL) -0.15 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.07 7-8 >999 240 Weight:67lb FT=20,1 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 6=784/0-3-8,2=860/0-8-0 Max Horz2=103(LC 7) Max Uplift6=-481(LC 8),2=-580(LC 8) Max Grav6=789(LC 30),2=897(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1585/905,3-16=-1338/880,16-17=-1338/880,4-17=-1338/880,4-5=-1458/918, 5-6=-723/471 BOT CHORD 2-8=779/1471,8-18=-775/1485,18-19=-775/1485,7-19=-775/1485,6-7=-779/1328 WEBS 3-8=0/316,4-7=0/312 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASIDE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. .5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)6=481, 2=580. .7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)275 lb down and 247 lb up at 5-0-0, 126 lb down and 116 lb up at 7-0-12,and 126 lb down and 116 lb up at 8-11-4,and 270 lb down and 295 lb up at 11-0-0 on top chord, and 88 lb down and 23 lb up at 5-0-0,36 lb down and 8 lb up at 7-0-12,and 36 lb down and 8 lb up at 8-11-4,and 84 lb down and 51 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,3-4=-54,4-6=54,9-13=-20 Concentrated Loads(lb) Veil:3=98(B)4=-96(B)8—46(B)7=-60(B)16=-43(B)17=43(B)18=-24(B)19=24(B) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7472 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 r 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 stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply 4735 Selvitz T9539765 73795 GRG SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mi rek Industries,Inc. Fri Sep 23 13:39:57 2016 Page 1 ID:vZLeUNtsgU1 gaZhkoPAB1 oy67ds-fpMokRkxbrDNNG_ningNoozdhZ33_zXOAiSRXUyaiBG 11-11-9 17-10-8 23-9-7 29-8-5 35-0-0 3 -9- 6-0-11 5-10-15 5-10-15 5-10-15 5-10-15 5-3-1f -9- Scale=1:62.4 5.00112 4x4 4x10= 3x4 I I 5xl2 MT18HS= 3x4 11 5x8 MT18HS= 3x8= 3x6- i1 18 19 20 2 21 22 23 24 3 25 26 27 4 28 29 30 5 3132 33 34 35 6 36 37 7 8 I m m N 17 38 39 40 16 41 42 15 43 14 44 45 46 73 47 48 12 49 11 50 51 52 10 53 54 55 9 4x6 II 6x12= 5xl2 MT18HS WB= 3x8= 3x4 I 3x6= 6x8= 3x4 5x12 MT18HS WB= 6-0-11 11-11-9 17-10-8 23-9-7 29-8-5 35-9-0 5-10-15 5-10-15 5-10-15 5-10-15 6-0-11 Plate Offsets(X,Y)-- (3:0-6-0,0-3-01,(5:0-3-12,0-3-41,f6:0-3-8,0-1-81 (7:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.55 13 >773 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -1.26 13-14 >337 240 MT18HS 244/190 BCLL 0.0 Rep Stresslncr NO WB 0.66 Horz(TL) 0.27 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Adat0kM) Wind(LL) 0.85 13 >503 240 Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP h4 30 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-9-13 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 1-16,3-16,5-10,6-9 1-16,3-16,3-13,5-13,5-10,6-9:2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 17=2435/Mechanical,9=2443/Mechanical Max Horz 17=-15(LC 8) Max Uplift17=-1547(LC 8),9=-1551(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-2318/1566,1-18=-4161/2642,18-19=4161/2642,19-20=-4161/2642, 2-20=-4161/2642,2-21=-4161/2642,21-22=4161/2642,22-23=-4161/2642, 23-24=-4161/2642,3-24=-4161/2642,3-25=-7354/4672,25-26=7354/4672, 26-27-7354/4672,4-27=7354/4672,4-28=-7354/4672,28-29=-7354/4672, 29-30=-7354/4672,30-31=7354/4672,5-31=-7354/4672,5-32=-4154/2645, 32-33=-4154/2645,33-34=4154/2645,34-35=-4154/2645,6-35=-4154/2645, 8-9=285/283 BOT CHORD 16-41=-4154/6564,41-42=-4154/6564,15-42=4154/6564,15-43-4154/6564, 14-43=-4154/6564,14-44=-4155/6561,44-45=-4155/6561,45-46=-4155/6561, 13-46=-4155/6561,13-47=-4153/6553,47-48=-4153/6553,12-48=4153/6553, 12-49=-4153/6553,11-49=-4153/6553,11-50=4153/6553,50-51=4153/6553, 51-52=4153/6553,10-52=-4153/6553,10-53=-2630/4154,53-54-2630/4154, 54-55=-2630/4154,9-55=2630/4154 WEBS 1-16-2907/4581,2-16=619/631,3-16=-2685/1706,3-14=0/413,3-13-562/888, 4-13=-573/577,5-13=-563/896,5-11=0/413,5-10-2683/1704,6-10=677/1437, 6-9=4547/2870 NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 17=1547,9=1551. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11.7473 rev.W10312015 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 v 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 muss systems,seeANSI/TPI1 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 33610 a � Job Truss Truss Type Qty Ply 4735 Selvitz T9539765 73795 GRG SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:57 2016 Page 2 I D:vZLeU NtsgU 1 gaZhkoPAB 1 oy67ds-fpMokRkxbrDNNG_ningNoozdhZ33_zXOAiSRXUyal8G NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 lb down and 163 lb up at 0-11-4,87 lb down and 163 lb up at 2-11-4.87 lb down and 163 lb up at 4-11-4,87 lb down and 163 lb up at 6-11-4,87 lb down and 163 lb up at 8-11-4,87 lb down and 163 lb up at 10-11-4,87 lb down and 163 lb up at 12-11-4,87 lb down and 163 lb up at 14-11-4,87 lb down and 163 lb up at 16-11-4,87 lb down and 163 lb up at 18-11-4,87 lb down and 163 lb up at 20-11-4,87 lb down and - 163 lb up at 22-11-4,87 lb down and 163 lb up at 24-11-4,87 lb down and 163 lb up at 26-11-4,87 lb down and 163 lb up at 28-11-4,87 lb down and 163 lb up at 30-11-4, and 87 lb down and 163 lb up at 32-11-4,and 87 lb down and 163 lb up at 35-0-0 on top chord,and 62 lb down and 4 lb up at 0-11-4,62 lb down and 4 lb up at 2-11-4,62 Ib down and 4 lb up at 4-11-4,62 Ito down and 4 lb up at 6-11-4,62 lb down and 4 lb up at 8-11-4,62 lb down and 4 lb up at 10-11-4,62 lb down and 4 lb up at 12-11-4,62 lb down and 4 lb up at 14-11-4,62 lb down and 4 lb up at 16-11-4,62 lb down and 4 lb up at 18-11-4,62 lb down and 4 lb up at 20-11-4,62 lb down and 4 lb up at 22-11-4,62 lb down and 4 lb up at 24-11-4,62 lb down and 4 lb up at 26-11-4,62 lb down and 4 lb up at 28-11-4,62 lb down and 4 lb up at 30-11-4,and 62 lb down and 4lb up at 32-11-4, and 62 lb down and 4 lb up at 34-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-7=-54,7-8=-54,9-17=-20 Concentrated Loads(lb) Vert:7=-87(B)18=-87(B)19=-87(B)20=-87(B)21=-87(B)22=-87(B)24-87(B)25=-87(B)26=-87(B)27=-87(B)28=-87(B)29=-87(B)31=87(B)32=-87(B)34=-87(B) 35=-87(B)36-87(B)37=87(B)38=-38(B)39-38(B)40-38(B)41=-38(B)42=-38(B)43=-38(B)44=38(B)45=38(B)46=-38(B)47=-38(B)48=-38(B)49=-38(B) 50=-38(B)51=-38(B)52=38(B)53=-38(B)54=-38(B)55=-38(B) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE 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 Irfdivklual 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply E35Selvitz T9539766 73795 GRK HIP 1 1b Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:57 2016 Page 1 I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-fpMokRkxbrDNNG_ningNoozlbZ8D_4iOAiSRXUya18G -1-4-0 7-" 11-6-0 18.6-0 19-10-0 1-4-0 7-" 4-6-0 7-" 1-4-0 Scale=1:35.7 4x8= 4x6= 3 16 17 4 5.00 12 m d. e6 ?� 2 5 61 6 Io 9 8 18 19 7 2x3 11 US= 3x4= 3x5= 3x5= 7-" 11-6-0 18-6-0 7-0-0 4-6-0 7-" Plate Offsets(X,Y)-- f3:0-5-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.12 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.18 7-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014(I-P12007 (Mattix-M) Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1260/0-8-0,5=1260/0-8-0 Max Horz2=153(LC 6) Max Uplift2—905(LC 8),5=-905(LC 8) Max Grav2=1374(LC 29),5=1351(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2567/1611,3-16—2308/1554,16-17=-2308/1554,4-17=2308/1554,4-5=2532/1611 BOT CHORD 2-9=-1328/2393,8-9=1336/2419.8-18=1336/2419,18-19=1336/2419,7-19=-1336/2419, 5-7=-1328/2321 WEBS 3-9=-162/539,4-7=173/552 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft 8=80ft;L=59ft eave=7ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=905, 5=905. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)282 Ito down and 265 lb up at 7-0-0, 159lb down and 163 lb up at 9-0-12,and 159 lb down and 163 lb up at 9-5-4,and 282 lb down and 296 lb up at 11-6-0 on top chord, and 370 lb down and 238 lb up at 7-0-0,62 lb down and 4 lb up at 9-0-12,and 62 lb down and 4 lb up at 9-5-4,and 370 lb down and 238 lb up at 11-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-6=-54,10-13=-20 Concentrated Loads(lb) Vert:3=-37(F)4=-37(F)9=338(F)7=338(F)16—87(F)17—87(F)18=-38(F)19—38(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010 312 0 1 5 BEFORE USE. Design valid for use only with MITekO 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 r 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,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 14735 Selvitz T9539767 73795 GRL COMMON 1 2 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:58 2016 Page 1 I D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-7?vBxnlZM8LD_PY_GPBcL?VrEzPuj RPAOMC?3xya18F -1-41 5-5-4 9-3-0 1"-12 18-6-0 1-4-0 5-5-4 3-9-12 3-9-12 5-5-4 Scale=1:32.8 4x5 11 4 5.00 12 3x8 3x8 3 5 6 i1 2 Io 9 14 8 15 7 16 17 5x10= 3x10 11 7x10 MT18HS= 3x10 11 5x10= 5-5-4 9-3-0 13-0-12 18-" 5-5-4 3-9-12 3-9-12 5-5-4 Plate Offsets(X,Y)-- f2:0-2-5 Edgel f6:0-2-5 Edge) (8:0-5-0 0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.17 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.38 8-9 >577 240 MT18HS 2441190 BCLL 0.0 Rep Stress Incr NO W B 0.62 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.25 8-9 >880 240 Weight:196 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or-3 6-10 oc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. WEBS 2x4 SP No.3'Except' 4-8:2x4 SP M 30 REACTIONS. (lb/size) 6=6196/0-8-0,2=4147/0-8-0 Max Harz 2=186(LC 24) Max Uplift6=3717(LC 8),2=-2597(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=10372/6328,3-4=-8615/5291,4-5=-8636/5299,5-6=-12528/7549 BOT CHORD 2-9=5755/9526,9-14=-5755/9526,8-14=-5755/9526,8-1 5=-691 1/1 1 565, 7-1 5=-691 1/1 1 565,7-16—6911/11565,1 6-1 7=-691 1/1 1 565,6-17=-6911/11565 WEBS 4-8=-3885/6385,5-8=4210/2548,5-7=-1874/3280,3-8=-1851/1212,3-9=828/1414 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. -3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vuit=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=8011t;L=59fh eave=0fh Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)All plates aye MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)except Qt=lb)6=3717, 2=2597. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2415 lb down and 1567 lb up at 7-0-12,1296 lb down and 788 lb up at 9-0-12,1297lb down and 788 lb up at 11-0-12,1296 lb down and 787lb up at 13-0-12,and 1296 lb down and 787 lb up at 15-0-12,and 1299 lb down and 784 lb up at 17-0-12 on bottom chord. The desigWselection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 property Incorporate this design into the overfill 'r building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional Temporary and permanent bracing M!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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 4735 Selvitz n T9539767 73796 GRL COMMON t 2 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mi rek Industries,Inc. Fri Sep 23 13:39:58 2016 Page 2 1 D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-7?vBxnlZM8LD_PY_GPBcL?VrEzPuj RPAOMC?3xya18F LOAD CASE(S)Standard 1)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(lb) Vert:8=-1296(B)7=-1296(6)14=2415(B)15=1297(B)16=-1296(B)17=-1299 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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,seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 4735 SeNitz T9539768 73795 J1- MONO TRUSS 17 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:59 2016 Page 1 IDvZLeUNtsq U 1 gaZhkoPAB1 oy67ds-bBTZ97mB7ST4cZ7Ag6irtD28NNwVS1 PJdOxYcNyaiBE -1-4-0 i 1-0-0 1-4-0 1-0-0 Scale=1:6.8 3 5.00 F12 2 m 6 �m 6 1 4 3x4= I-M 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014[TP12007 (Matrix-M) Wind(LL) -0.00 5 >999 240 Weight:5lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1,0-0-0 oc bracing. REACTIONS. (fb/size) 3=1/Mechanical,2=154/0-8-0,4=-8/Mechanical Max Harz2=74(LC 8) Max Uplift3=-3(LC 5),2=190(LC 8),4=-8(LC 1) Max Grav3=12(LC 8),2=155(LC 13),4=27(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=Soft;L=59fh eave=7ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=190. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO 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 1��/n� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing I V I!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,seeANSI/TPI1 Quality Crilerta,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type f city` Ply 4735 SeNitz T9539769 73795 J3 MONO TRUSS 16 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:59 2016 Page 1 ID:vZLeUNtsgUlgaZhkoPAB1oy67ds-bBTZ97mB7ST4cZ7Ag6irtD28NNvoS1PJdOxYcNyalBE ' -1-4-0 3-0-0 1-4-0 3-0-0 Scale=1:11.1 3 1 5.00 12 r m 2 1 3x4= 4 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 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 FBC2014ITP12007 (Matrix-M) Wind(LL) 0.00 7 >999 240 Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=54/Mechanical,2=206/0-8-0,4=26/Mechanical Max Horz2=118(LC 8) Max Uplift3=-53(LC 8),2=180(LC 8) Max Grav3=66(LC 13),2=214(LC 13),4=43(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft L=59fh eave=7ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) 2=180. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 overall r 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,seeANSI/TPI1 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 33610 i Job Truss Truss Type Qty ply 4735 Selvitz T9539770 73795 J5 MONO TRUSS 15 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:59 2016 Page 1 ID:vZLeUNtsgUlgaZhkoPAB1oy67ds-bBTZ97mB7ST4cZ7Ag6irtD26dNsgSiFiauxYcNya18E -1-4-0 5-0-0 , 1-4-0 5-M Scale=1:15.3 3 5.00 F12 2 1 3x4= 4 5-0-0 5-M LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 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 BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Wind(LL) 0.02 4-7 >999 240 Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. DOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=97/Mechanical,2=293/0-8-0,4=44/Mechanical li Max Horz2=166(LC 8) Max Uplift3=-100(LC 8),2=-219(LC 8) Max Grav3=117(LC 13),2=309(LC 13),4=73(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80fh L=59ft eave=7fh Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Ot=lb)3=100, 2=219. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verfly desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only wlih 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 r 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 fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIMI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 r r ' Job Truss Truss Type aty Ply 4735 Selvitz T9539777 73795 J7 MONO TRUSS 46 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:40:00 2016 Page 1 1 D:vZLeU Ntsq U 1 gaZhkoPAB1 oy67ds-301 xMTnpumbxEjiMOpD400bJxm83B UeSsgh68pyalBD i -1-4-0 7-M 1 4-0 7-0-0 Scale=1:19.3 3 5.00 FIT 2 1 3x4= 4 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.06 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.15 4-7 >539 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a ri/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.05 4-7 >999 240 Weight:24lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (fb/size) 3=141/Mechanicaf,2=383/0-8-0,4=58/Mechanfcal Max Horz2=213(LC 8) Max Uplift3=147(LC 8),2=-261(LC 8) Max Grav3=169(LC 13),2=406(LC 13),4=102(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59fh eave=7fh Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)3=147, 2=261. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103,2015 BEFORE USE. Design valid for use only win 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.Addlfional 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 itJob Truss Truss Type Qty Ply 4735 Selvitz T9539772 73795 JA3 MONO TRUSS 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 2313:40:00 2016 Page 1 I D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-301 xMTnpumbxEjiMOpD4QQbMtmGrBUeSsgh68pyal8D 2-4-0 2-4-0 Scale=1:11.0 _ 2 5.00 12 1 � m 3 3x4= 2-4-0 2-4-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 6 >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 FBC2014fTP12007 (Matrix-M) Wind(LL) 0.00 6 >999 240 Weight:9lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=81/0-3-8,2=43/Mechanical,3=38/Mechanical Max Horz 1=52(LC 8) Max Upliftl=-30(LC 8),2=-46(LC 8),3=-17(LC 8) Max Gravl=84(LC 13),2=52(LC 13),3=45(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.opsf;h=13ft;13=801t;L=59ft;eave=7ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MII-7473 rev.101=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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall V 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,seeANSI/TPII 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 33610 Job Truss Truss Type city Ply 4735 Selvitz T9539773 73795 JA5 MONO TRUSS 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:40:01 2016 Page 1 1 D:vZLeUNtsgIJ 1 gaZhkoPAB 1 oy67ds-XabJZpnRf3jortHZxXkJye7RLAYQwxuc5KQfgGyalBC 4-4-0 4-4-0 Scale=1:15.2 3 5.00 12 3x4 2 N m N 1 1 3x5 II 4 4-4-0 4-4-0 Plate Offsets(X,Y)-- f1:0-2-0,0-2-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(fL) -0.04 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.03 4-7 >999 240 Weight:17 lb FT=20°6 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 1=155/0-3-8,3=103/Mechanical,4=52/Mechanical Max Horzl=100(LC 8) Max Upliftl=-61(LC 8),3=-104(LC 8),4=-13(LC 8) Max Gravl=163(LC 13),3=124(LC 13),4=70(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=Soft;L=59ft eave=7ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) 3=104. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek(D 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 Ibis 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,seeANST/TPI1 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,Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 4735 seHBz T9539774 73795 Jc5 SPECIAL 2 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MTek Industries,Inc. Fri Sep 23 13AD:01 2016 Page 1 I D:vZLeUNtsgU 1 gaZhkoPAB1 oy67ds-XabJZpnRf3jortHZxXkJye7UtAZlwxAc5KQfgGyal8C -1-4-0 3-8-0 1-4-0 3-8-0 Scale=1:15.3 4 3x4 3 5.00 F 12 n 3x4= 6 O 2 d 5 0 1 3x4= ' 83x4 II 3x4= 3-8-0 5-0-0 3-8-0 1-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.01 8-11 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.01 8 >999 240 Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 30 No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0. (lb)- Max Horz2=166(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=197(LC 8),5=315(LC 13),6=-275(LC 8) Max Grav All reactions 250 lb or less at joint(s)4,5 except 2=272(LC 13),6=492(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft L=59ft eave=7ft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb)2=197 ,5=315,6=275. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with IvIITek®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 r building design. Bracing Indicated Is To prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mffek' is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply �4735SOIVitz T9539775 73795 JC7 SPECIAL 5 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:40:01 2016 Page 1 I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-XabJZpnRf3jortHZxXkJye7W 4ARowvWc5KQfgGyalBC -1-4-0 3-8-0 7-0-0 r 1-4-0 3-8-0 3-4-0 Scale=1:19.3 4 5.00 F12 3x4 N 3 w 3x6= to 2 0 4x4= o 5 1 1 7 3x4 II 3x4= 3-8-0 7-0-0 3-8-0 3-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.02 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.05 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014/fP12007 (Matrix-M) Wind(LL) 0.04 6 >999 240 Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-11-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=92/Mechanical,2=356/0-8-0,5=137/Mechanical Max Horz2=213(LC 8) Max Upl1ft4=-94(LC 8),2_242(LC 8),5=-66(LC 8) Max Grav4=11 O(LC 13),2=375(LC 13),5=154(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-294/79 BOT CHORD 2-7=-176/276,5-6—397/620 WEBS 3-5=-632/404 NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except Qt=lb) 2=242. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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,AJexandria,VA 22314. Tampa,FL 33610 a Job Truss Truss Type City Ply 4735 Selvitz T9539776 73795 K SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 V17ek Industries,Inc. Fri Sep 23 13:40:02 2016 Page 1 ID:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-?m9hn9o3QN rf'r 1 sIVEFYVrgtLardfADiJ_AGDiya18B -1-4-0 1-10-14 3-2-0 9-3-0 15-4-0 __i 16-7-2 18-6-0 , 19-10-0 , 1-4-0 1-10-14 1-3-2 6-1-0 6-1-0 1-3-2 1-10-14 ' 1-4-0 ' Scale=1:36.3 45= 5 5.00 12 7x12 i 7x12 6 5x6 4 5x6 3 7 8 2 9 4 13 1 i 1 4x8= 9 11 0 16 15 11 10 3x5= 3x4= 3x4= 3x5= , 1-10-14 3-2-0 9-3-0 15-4-0 16-7-2 18-6-0 1-10-14 1-3-2 6-1-0 6-1-0 1-3-2 1-10-14 ' Plate Offsets(),Y)-- f2:0-1-2,Edgel,f4:0-5-8,0-3-8),(6:0-5-8,0-3-81,f8:0-1-2,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.13 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.31 12-13 >711 240 BCLL 0.0 Rep Stress Incr YES W B 0.96 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix-M) Wlnd(LL) 0.17 11 >999 240 Weight:94lb FT=20% LUMBER- BRACING- TOP CHORD 2, SP M 30 TOP CHORD Structural wood sheathing dimity applied or 4-7-8 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=760/0-8-0,8=760/0-8-0 Max Horz2=192(LC 7) Max Uplift2=-504(LC 8),8=504(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=667/328,3-4—2462/1302,4-5=-1026/550,5-6=-1026/550,6-7=-2377/1302, 7-8=-667/328 BOT CHORD 2-16—166/571,13-14=-1096/2301,12-13=1096/2101,8-10=-166/515 WEBS 5-13=-109/453,6-13=-1333/795,10-12=173/564,7-10=-401/191,4-13=-1410/795, 14-16=-173/625,3-16—437/191,4-14=116/465,6-12=-116/425,3-14—980/1894, 7-12=-980/1735 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=Soft;L=59ft;eave=7ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=504, 8=504. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,1 0/0 312 0 1 5 BEFORE USE. Design valid for use only with Mflelc®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 �l 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,seeANSI/TPII 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 33610 Job Truss Truss Type Oty Ply 4735 Selvitz T9539777 73795 K1 SPECIAL 4 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mi rek Industries,Inc. Fri Sep 23 13:40:03 2016 Page 1 I D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-Tzj4_UphBh_W 5BRx3ymn23Cg5_BrOcJvYevml8yal8A i -1-4-0 1-10-14 i 3-2-0 9-3-0 15-4-0 16-7-2 i 18-6-0 19-10-0 r 1-4-0 1-10-14 1-3-2 6-1-0 6-1-0 1-3-2 1-1114 T 11-0 ' Scale=1:35.7 4x5= 5 5.00 12 7x12% 7x12 C 6 5x6 i 4 5x6 3 0 7 of 8 0 2 4 13 1 9 Ia o 4x8= d 16 15 71 10 3x5= 3x4= 3x4= 3x5= 1-10-14 3-2-0 9-3-0 15-4-0 16-7-2 18-6-0 1-10-14 1-3-2 6-1-0 6-1-0 1-3-2 1-10-14 Plate Offsets(),Y)-- f2:0-1-2,Edgelf4:0-5-8,0-3-81,(6:0-5-8,0-3-81,(8:0-1-2,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.13 11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(fL) -0.31 12-13 >710 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.19 8 n/a n1a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) Wind(LL) 0.18 11 >999 240 Weight:94lb FT=20% LUMBER- BRACING- TOP CHORD 2r.4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=760/0-8-0,8=760/0-8-0 Max Horz2=194(LC 6) Max Uplift2=-504(LC 8),8=-504(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-666/326,3-4=2460/1302,4-5=-1 0131543,5-6=-1 0 13/543,6-7=2374/1302, 7-8=-666/326 BOT CHORD 2-16=-164/570,13-14=-1096/2301,12-13=-1096/2099,8-1 0=-1 64/514 WEBS 5-13=-111/455,6-13=-1345/805,10-12=-171/562,7-10—401/190,4-13=-1424/805, 14-16=-171/624,3-16—437/190,4-14=115/464,6-12=-1151424,3-14=-982/1895, 7-12=-982/1734 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2pst;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)2=504, 8=504. 6)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE 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 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 M iTek' Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandra VA 22314. Tampa,FL 33610 Job Truss Truss Type 0ty r ly 4735 Selvitz T9539778 73795 K2 COMMON 3 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13A0:03 2016 Page 1 I D:vZLeUNtsgU 1 gaZhkoPAB1 oy67ds-Tzj4_UphBh_w5BRx3ymn23CrN_C60pRvYevmlByal8A -1-4-0 5-10-7 9-3-0 12-7-9 18-6-0 19-10-0 1-4-0 5-10-7 3-4-9 3-4-9 5-10-7 1-4-0 Scale=1:35.1 4x4= 4 5.00 12 2t3 2x3 i 3 5 v 6 2 7 Io c}1 I 8 3x4= 5x8= 3x4= 9-3-0 18-6-0 9-3-0 9-3-0 Plate Offsets(X Y)-- f2:0-2-0 Edgel [6:0-2-0 Edgel (8:0-4-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.08 8-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.21 8-11 >999 240 BCLL 0.0 Rep Stresslncr YES WB 0.19 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Cods FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.05 8 >999 240 Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=760/0-8-0,6=760/0-8-0 Max Horz2=-194(LC 6) Max Uplift2=-504(LC 8),6—504(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1146/695,3-4=-888/547,4-5=-888/547,5-6=-1146/695 BOT CHORD 2-8=-505/1050,6-8=-505/1010 WEBS 4-8=279/499,5-8=-346/292,3-8=-345/292 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VUIt=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.opsf;h=13ft;B=80ft;L=59ft eave=7ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=504, 6=504. 6)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,10/03/2015 BEFORE USE Design valid for use only with MITekO 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 r building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi 6T ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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.Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type aty Ply 4735 SeNitz T9539779 73795 K3 COMMON 5 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:40:04 2016 Page 1 _ 1 D:vZLeU Ntsq U 1 gaZhkoPA81 oy67ds-ygHSCggKy_6N iLO8df IOaG1060YJ7Gf2nlfJHayal8g 5-10-7 9-3-0 i 12-7-9 18-6-0 1r _D -r 5-10-7 3-4-9 3-4-9 5-10-7 Scale=1:34.3 4x4= 4 5.00 12 2t3'� 2x3-i 3 5 6 vi 2 d1 �o 7 3x4= 5x8= 3x4= 9-M 18-6-0 9-M 9-3-0 Plate Offsets(X,Y)-- (2:0-2-0,Edgel,(6:0-2-0,Edgel,17:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.08 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.21 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.19 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-N11) Wind(LL) 0.05 7-10 >999 240 Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=683/0-8-0,2=761/0-8-0 Max Horz2=186(LC 7) Max Uplift6=-393(LC 8),2=505(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1150/699,3-4=-892/552,4-5=-892/552,5-6=1153/703 BOT CHORD 2-7=-560/1038,6-7=-565/1017 WEBS 4-7=-284/503,5-7=-351/298,3-7=-345/291 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=Soft;L=59ft;eave=7ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)6=393, 2=505. . 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.1010312016 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 MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Nexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty. Ply 4735 Selvitz T9539780 73795 KJ5 MONO TRUSS 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:40:05 2016 Page 1 I D:vZLeU NtsgU l gaZhkoPAB 1 oy67ds-QLrgPAryj I EEKUbKANpF7U IAlnxOsluB?xOsp t yal88 r -1-10-10 3-9-9 , 7-0-2 1-10-10 3-9-9 3-2-8 Scale=1:17.1 3 3.54 12 9 8 2 1 10 11 3x4= 4 7-0-2 7-0-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.08 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(fL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) -0.05 4-7 >999 240 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=108/Mechanical,2=206/0-1 l-5,4=48/Mechanical Max Horz2=165(LC 24) Max Uplift3=-109(LC 8),2=-203(LC 8) Max Grav3=131(LC 17),2=305(LC 17),4=85(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft L=59ft;eave=7ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)3=109, 2=203. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 Ib down and 75 lb up at 1-6-1, 90 lb down and 75 lb up at 1-6-1,and 113 lb down and 92 lb up at 4-4-0,and 113 lb down and 92 lb up at 4-4-0 on top chord,and 26 lb down and 48 lb up at 1-6-1,26 lb down and 48 lb up at 1-6-1,and 18 lb down and 21 lb up at 4-4-0,and 18 lb down and 21 lb up at 4-4-0 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). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-54,4-5=-20 Concentrated Loads(lb) Vert:8=150(F=75,13=75)9=44(F=22,13=22)10=51(F=26,B=26)11=4(F=2,13=2) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEKREFERANCE 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 r building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addlltonal 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,seeANSI/TPI1 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 33610 s � Job Truss Truss Type city Ply 4735 Selvitz T9539761 73795 KJ7 MONO TRUSS 6 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:40:05 2016 Page 1 1 D:vZLeU Ntsq U 1 gaZhkoPAB 1 oy67ds-QLrq PAryj I EEKUbKANpF7U IBdnxEsjuB?xOsp1 ya188 -1-10-10 7-2-5 i 9-10-1 1-10-10 7-2-5 2-7-12 Scale=1:22.1 4 3x4 3.54 12 3 11 10 2 1 12 13 6 3x4= 2x3 I I 3x4= 5 7-2-5 9-7-13 9i10r1 7-2-50-2-4 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.04 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.06 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHOP 71 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=27/Mechanical,2=297/0-11-5,5=319/Mechanical Max Horz2=212(LC 24) Max Uplift4=-80(LC 24),2=-249(LC 8).5=-206(LC 8) Max Grav4=54(LC 6),2=392(LC 17),5=352(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-510/277,10-11=-462/267,3-11=-420/226 BOT CHORD 2-12=-236/399 12-13—236/399 6-13=236/399 5-6=-236/399 WEBS 3-5=-531/315 NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.opsf;h=13ft B=80ft;L=59ft;eave=7ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=249 ,5=206. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)90 lb down and 75 Ib up at 1-6-1, 90 lb down and 75 lb up at 1-6-1,113 lb down and 92 lb up at 4-4-0,113 lb down and 92 lb up at 4-4-0,and 146 lb down and 140 lb up at 7-1-15,and 146 lb down and 140 lb up at 7-1-15 on top chord,and 26 lb down and 48 lb up at 1-6-1,26lb down and 48(b up at 1-6-1,18 lb down and 21 lb up at 4-4-0,18 lb down and 21 lb up at 4-4-0,and 34 lb down and 16 lb up at 7-1-15,and 34 lb down and 16 lb up at 7-1-15 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). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=54,5-7=-20 Concentrated Loads(lb) Vert:3=-42(F=-21,B=21)6=31(F=-15,B=-15)10=150(F=75,B=75)11=44(F=22,B=22)12=51(F=26,B=26)13=4(F=2,B=2) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MmEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual[wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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 33610 � r Job Truss Truss Type Qty Ply 4735 Setvhz T9539762 73795 KJC7 SPECIAL 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:40:06 2016 Page 1 _ I D:vZLeU Ntsq U 1 gaZhkoPAB 1 oy67ds-uYOCd W raUcM5yeAW k4KUfhgMVB9xb41 LEb8QMTyalB7 r -1-10-10 2-11-10 5-0-12 , 9-10-1 _ 1-10-10 2-11-10 2-1-1 4-9-5 Scale=1:22.9 5 3.54 12 3x4% m 4 v N 14 4x4 3 13 2 7 17 6 6 4x4= o 1 6 15 9 3x4= 16 8 3x4= 2-11-10 5-0-12 i 9-10-1 2-11-10 2-1-1 4-9-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.15 6-7 >771 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.23 6-7 >523 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Weight:47lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=115/Mechanical,2=354/0-11-5,6=356/Mechanical Max Horz 2=212(LC 8) Max Uplift5=-11 O(LC 8),2=298(LC 8),6=-224(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-601/337,3-13=-634/319,3-14=-1372/884,4-14=-1365/898 BOT CHORD 2-15=365/571,9-15=-365/571,7-17=-913/1239,6-17=-913/1239 WEBS 4-6=-1255/925,4-7=-234/396,7-9=378/598,3-7=-6171760 NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7fh Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)except Qt=lb)5=110, 2=298,6=224. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 lb down and 75 lb up at 1-6-1, 66 lb down and 75 lb up at 1-6-1,and 16 lb down and 92 lb up at 4-4-0,and 16 lb down and 92 lb up at 4-4-0 on top chord,and 48 lb up at 1-6-1,48 lb up at 1-6-1,21 lb up at 4-4-0,21 lb up at 4-4-0,and 125 lb down and 125 lb up at 7-1-15,and 125 lb down and 125 lb up at 7-1-15 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). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,8-10=-20,6-7=20 Concentrated Loads(lb) Vert:13=150(F=75,B=75)14=44(F=22,B=22)15=51(F=26,B=26)16=4(F=2,B=2)17=-250(F=-125,B=-125) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE 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 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addillonal 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,seeANSI/TPI1 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 33610 Job Truss PrIulss. Type Qty Ply alas SeNiB T9539783 73795 KJF TRUSS 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MTek Industries,Inc. Fri Sep 23 13:40:06 2016 Page 1 I D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-uYOCd W raUcM5yeAW k4KUfhgLg BH2bC8LEbBQMTyal87 3-0-6 6-0-13 3-0-6 3-0-6 Scale=1:15.2 3 3.54 12 10 3x4 2 9 1 i „ 12 4x5 �I 4 6-0-13 6-0-1 Plate Offsets(X,Y)-- f 1:0-2-4,0-3-13) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.05 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.09 4-7 >749 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a nla BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.07 4-7 >999 240 Weight:22lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 3=1 1 9/Mechanical,4=6 1/Mechanical,1=106/0-3-8 Max Horz 1=99(LC 8) Max Uplift3=-126(LC 8),4=-14(LC 8),1=-55(LC 8) Max Grav3=129(LC 17),4=84(LC 3),1=156(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.opsf;h=13ft B=80ft L=59ft eave=7ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,1 except Qt=lb) 3=126. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 75 lb up at 0-6-12, and 113 lb down and 92 lb up at 3-4-10,and 19 lb up at 3-4-10 on top chord,and 26 lb down and 48 lb up at 0-6-12,and 18 lb down and 21 lb up at 3-4-10,and 12 lb down and 22 lb up at 3-4-10 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). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,4-5=-20 Concentrated Loads(lb) Vert:9=75(F)10=40(F=22,B=18)11=26(F)12=10(F=2,13=8) ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev,1 010 312 0 15 BEFORE USE. *..� Design valid for use only with MiTekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not imp 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 Mffek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 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,Atexandrta,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 4735 selvitz T9539784 73796 MV2 VALLEY 3 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:40:07 2016 Page 1 I D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-MkyagssCFvUyZolilorjCvNZUbfYKfN UTFtzuvyal86 2-0-0 2-0-0 Scale=1:7.0 5.00 F12 2 1 3 3x4 i I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 (Matrix) Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=47/2-0-0,2=34/2-0-0,3=13/2-0-0 Max Horz 1=30(LC 8) Max Upliftl=-21(LC 8),2=-37(LC 8) Max Grav1=50(LC 13),2=41(1-0 13),3=25(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE 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 Brat bullding 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,seeANSI/TPI1 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 33610 Job Truss Truss Type aty Ply 4735 Selvitz T9539785 73795 MV4 VALLEY 3 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:40:07 2016 Page t _ ID:vZLeUNtsgU1gaZhkoPAB1oy67ds-MkyagssCFvUyZolilorjCvNW8bd?KffVU 1 FtzuVya186 4.0-0 4-0-0 Scale=1:11.3 _ 2 3x4 I 5.00 12 1 3 3x4 i 3x4 I I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight:13lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SP No.3 end venicais. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=116/4-0-0,3=116/4-0-0 Max Horz 1=74(LC 8) Max Upliftl=51(LC 8),3=82(LC 8) Max Gravl=123(LC 13),3=133(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft B=80ft;L=59ft;eave=7fh Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114I/-7473 rev.1010312016 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an individual[wilding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 4735 Selvitz T9539786 73795 MV6 GABLE 3 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:40:07 2016 Page 1 I D:vZLeU NtsgU 1 gaZhkoPAB1 oy67ds-MkyagssCFvUyZolilorjCvNOgbXIKf N UTFtzuvyal86 6-0-0 6-" 3x4 I I Scale:3/4°=l' • 2 5.00 12 1 3 3x4 3x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014[TP12007 (Matrix) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=190/6-0-0,3=190/6-0-0 Max Horz 1=122(LC 8) Max Upliftl=-84(LC 8),3=135(LC 8) Max Grav1=202(LC 13),3=218(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.11; Exp C;Encl.,GCpi=0-18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except Qt=lb) 3=135. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE 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 Inv building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I V E�AA iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 L Job Truss Truss Type Qty Ply �4735Selvitz T9539787 73795 MV8 VALLEY 2 1 Job Reference(optional) Chambers Truss,Inc.. Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:40:08 2016 Page 1 I D:vZLeUNtsgU1 gaZhkoPAB1 oy67ds-gwWz2CtgODcpByJvsVMyl6wf9?xo35QeivdXQMyal85 8-0-0 8-0-0 3x4 I I Scale=1:20.3 3 5.00 12 2x3 11 2 1 5 4 3x4 7�-' 2x3 II 3x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Hort(fL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Weight:29 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=85/8-0-0,4=112/8-0-0,5=331/8-0-0 Max Horz 1=169(LC 8) Max Uplift4=-79(LC 8),5=-235(LC 8) Max Gravl=85(LC 1),4=128(LC 13),5=380(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-291/262 NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80fh L=59ft;eave=7ft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 5=235. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MlTek®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 applicabillty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII 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 33610 L Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 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. C1-2 _ C2-3 2. Truss bracing must be designed by an engineer.For WEBS wide truss spacing,individual lateral braces themselves p 4 may require bracing,or alternative Tor I C k 0 bracing should be considered. b 3. Never exceed the design loading shown and never U � stock materials on inadequately braced trusses. a CO 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�-s cea csa �— designer,erection supervisor,property owner and plates 0-1/ib' 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 Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1.' software or upon request. NUMBERS/LETTERS. 8, Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. Y r 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 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate Type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 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 hiEd environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with MiTek Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015