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66 DEWEES - REVISED TRUSSES (2) mimi Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 725584- MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Young American Homes Project Name: 725584 Model: Custom Lot/Block: NA Subdivision: NA Address: 66 Dewees Ave. City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Hulsberg, Jeffery K., PE License#: 33152 Address: 11481 St. Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 52 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name IDate No. Seal# Truss Name Date 1 T8329098 CJO1 3/30/016 18 T8329115 HJO2 3/30/016 2 T8329099 CJO2T 3/30/016 19 T8329116 HJO2T .3/30/016 3 T8329100 EJ01 3/30/016 20 T8329117 HJO3 3/30/016 4 T8329101 EJO1T 3/30/016 21 T8329118 IHJO4 3/30/016 5 T8329102 F101 3/30/016 22 T8329119 I HJO5 3/30/016 6 T8329103 F102 3/30/016 23 T8329120 'J01 3/30/016_, 7 T8329104 F103 3/30/016 24 T8329121 J02 3/30/016 . '8 T8329105 1F104 3/30/016 25 T8329122 JO2T 3/30/016 9 18329106 F105 3/30/016 26 T8329123 J03 3/30/016 10 1T8329107 F110 3/30/016 27 T8329124 JO3T 3/30/016 11 T8329108 F111 3/30/016 28 T8329125 J04 3/30/016 12 T8329109 F112 3/30/016 29 T8329126 J05 3/30/016 13 T8329110 F113 3/30/016 30 T8329127 J06 3/30/016 14 T8329111 F114 3/30/016 31 T8329128 JO6T 3/30/016 15 T8329112 F115 3/30/016 32 T8329129 J07 3/30/016 16 T8329113 F116 3/30/016 33 T8329130 J08 3/30//016 17 T8329114 HJO1T 13/30/016 34 T8329131 J09 3/30/016 ```%"%t I I J t,Isl �, The truss drawing(s)referenced above have been prepared by MiTek `��.OPO.UIN• VF�i,e,, Industries, Inc. under my direct supervision based on the parameters .` �•..••�.E N S'• c' .� provided by Builders FirstSource-Jacksonville. \' •F•••• • : No 68182 I. Truss Design Engineer's Name: Velez, Joaquin = *i * My license renewal date for the state of Florida is February 28,2017. = :• �/ * IMPORTANT NOTE:Truss Engineer's responsibility is solely for ' '. - E OF •:�: design of individual trusses based upon design parameters shown . 4. p :11./4? on referenced truss drawings. Parameters have not been verified �•,•. • •!Q N AL E�.�`,,, as appropriate for any use. Any location identification specified is ,�,iri,�iili��,. for file reference only and has not been used in preparing design. Joaquin Velez PENo.68182 Suitability of truss designs for any particular building is the MiTek USA,Inc.FLGen 6634 responsibility of the building designer, not the Truss Engineer, 6904 Parke East Blvd.Tampa FL 33610 Date: per ANSI/TPI-1, Chapter 2. March 30,2016 Velez,Joaquin 1 of 2 Truss Truss Type Qty Ply 78329096 1Job 725584 CJO1 Jack-Open 2 1 Job Reference_14ptionaq . Builders Firs1Source, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:22 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHDS7zYICt-z1 b?y74LIOTXPzNMbNUZD9cmmv3cZrBmF4X53mzVmgh -2-0-0 1-0-0 2-0-0 1-0-0 Scale=1:11.1 3 �1� I`� 7.00 12 2 Milli 1 44 3x4= 4 1 I 1-0-0 1 1-0-0 Plate Offsets OM— 12:0-4-5,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 7 >999 180 BCLL 0.0 . Rep Stress Incl YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 3=-19/Mechanical,2=231/0-5-8,4=-37/Mechanical Max Horz 2=78(LC 12) Max Uplift3=-19(LC 1),2=-146(LC 12),4=37(LC 1) Max Gray 3=17(LC 16),2=231(LC 1),4=32(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit4)Refer to girder(s)etween oorntrussrd and any to truss connher ectionsmbers. s' 0t�N'1/ .//,,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 3,146 lb uplift at joint 2 ,•‘,QP` GEN.. 4 , and 37 lb uplift at joint 4. �.: .••\ $•' 'e 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • F••'. � No 68182 : / / * • ,„„, '.*: v• ft . E OF . 4U► i •• K/� ..410 vi-...R P �- ',,/O N Al-�`I'' Joaquin Velez PE No.68182 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 1 — A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE relit Design valid for use only with MEek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always requred for stabily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPn Quality Criteria,051.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job. Truss Truss Type Oty Ply 78329100 725584 EJ01 Jack-Open 1 1 4 Job Reference(optional) e Builders FirstSource, Jacksonville Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:23 2016 Page 1 I D:zeNSFIUYRmVyk18OTLOHDS7zYICt-RD9N9T5z3ib017yY94?oIM 9xWJ O81I RW UkHebCzVmgg -2-0-0 5-0-0 I 2-0-0 5-0-0 Scale=1:22.8 3 11 7.00 FIT 2 N 2 ►/ 4 3x4 = I 5-0-0 5-0-0 Plate Offsets(X.Y)— 12:0-4-5.0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 3=97/Mechanical,2=308/0-5-8,4=23/Mechanical Max Horz 2=191(LC 12) Max Uplift3=-101(LC 12),2=142(LC 12) Max Gray 3=111(LC 19),2=308(LC 1),4=57(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf,h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit chord and any other members. 4)Referytoo girdeeen r(s)for truss to truss connections. `,%S` ,(AU N,V c- 'l,1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 3 and 142 lb uplift at •.` QP`•GEN ••[�•• joint 2. • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. S� •• No 68182 • =�� * cr B ."00 •1/� E OF 1441: -'i�,'O N Joaquin Velez PE1,10.138182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE P11-7473 rev.10,03/2015 BEFORE USE Design void for use only with WiTek®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 appicabirity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/Tell QuaMy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 36610 Job . Truss Truss Type Qty Ply T8329102 725584 F101 GABLE 1 1 Job Reference(optional) , Builders FiMSaace. Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Mar 30 11:29:24 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHDS7zYlCt-VQjlNp6bg0jFeHXlioX1 laiAtjm?1 k63jO0B8ezVmgf 0-.18 0-48 Scale=1:36.9 3x3= 3x6 FP= 3x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ° a q o e e e. m e c a e a 34Q sr i a e 6 e e e e c o ° j xx xxxXXxxxXxxxXxxxXRxxxx- xxx�XXx xxxXXXxxXxXXXXxxxXXxxx;fxxXX 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3 = 3x3 = 3x6 FP= 3x3 = 3x3 = I 1-6-12 1 3-1-8 i 4-8-4 1 6-3-0 1 7-9-12 1 9-4-8 1 10-9-4 I 12-2-0 1 13-8-12 1 15-3-8 1 16-10-4 1 18-5-0 1 19-11-12 1 21-6-8 1 1-6-12 16-12 1512 1-6-12 1-6-12 1-6-12 1-4-12 1-4-12 1-6-12 1-6-12 1-6-12 1-6-12 1-6-12 1-6-12 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 18 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:95 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except: OTHERS 2x4 SP No.3(flat) 10.0-0 oc bracing:31-32,17-18. REACTIONS. All bearings 21-6-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)32,17,24,18,19,20,21,22,23,31,30,29,28,26,25 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-6.12 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .•.% ,%'‘11111111114, `•'� p0U1N VE<41•, .•• ,d GENS.• ccs• 'i• • 0 F.. • • . No 68182 '• *; :1A / * _ •▪ '▪ � !,11 • E OF :IQ:: • O� tI P .. r ., • •,'',ONA`�. Os% � "Itlit Joaquin Velez PE No.68182 MiTek USA.Inc.FL Deft 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 1 A WARNING-Very design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*11.7473 rev.1W0312015 BEFORE USE 1 Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stabifty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatiion,storage.delvery,erection and bracing of trusses and truss systems,see ANSI/fHT Qually Criteria 055.89 and SCSI Bulking Component 6904 Parke East Blvd. Safety Information avaioble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job a Truss Truss Type Ory Ply T8329104 725564 F103 GABLE 1 1 Job Refefence(optional) Buitders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 3011:29:25 2016 Page 1 I D:zeNSFIUYRm W k160TLOHDS7zYI Ct-NcH7a97 EbJr5G06x6V2Ggn ELd65EmBM Dyl mlgSzVmge 011143 Scale=1:35.4 3x3= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Nd e o a e m o e e e c e q xxxx xxxXxxxxxxx xxxxxxxxxx�cxxxxxxxx 7cxxx7cX V XXVXXX)XXXX) 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x3= 3x3= 3x6 FP= 1 1-6-12 i 3-1-8 1 4.8-4 1 6-3-0 1 7-9-12 1 9-4-8 1 10-11-4 1 12-6-0 1 14-0-12 1 15-7-8 1 17-2.4 1 18-9-0 1 20-3-12 121-3-151 1-6-12 1-6-12 1-6-12 1-6-12 1-6-12 1-6-12 1-6-12 1.6-12 1-6-12 16-12 1-6-12 1-6-12 1-6-12 1-0-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:91 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 21-3-15. (Ib)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,30,29,28,26,25,24,23,22,21,20,19,18 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-6-12 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacics to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. PQUINVF- % 4: 11 �O •GENS.•F•• '•• .; ' v\ F.'• • • No 68182 /1/ . E OF ' 4� . . w . , • ''iii!ON A��,k•SS Joaquin Velez PE No.68182 MiTek USA.Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE A11.7473 rev.10/0312015 BEFORE USE 1111' Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not o truss system.Before use,the building designer must verify the appicabiity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of incividual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabilly and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/T8I1 Googly Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 36610 1 Job . Truss Truss Type OH Ply T8329106 725584 F105 Floor 3 1 Job References0banal Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:2927 2016 Page 1 I D:zeNSFI UYRmV*160TLOH DS7zYICt-J?Pu?g8U7x5pVkG KOw4kwCKZZwbsEJ W PLFrkz2Vmgc 0-1.8 H I 1.3-0 I I 1-10.0 I Scale.1:26.0 4x4= 4x4 = 1.5x3 = 1.5x3 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 8 0 •, e e • -/ \ /.\NV — Q 0 17 18 Y /. ./-\- . e e e e 15 14 13 12 11 10 4x4 = 4x4 = 1 1.6.0 i 4-0-0 i 11-1-0 I 13-7-0 I 15-1-0 1 1-6-0 2-6-0 7-1-0 2-6-0 1-6-0 Plate Offsets(X,Y)- [1:Edae,0-1-81.f8:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.14 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.21 13-14 >866 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:76 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=810/0-5-0,9=810/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-17=-805/0,1-17=-804/0,9-18=-805/0,8-18=-804/0,1-2=-804/0,2-3=-1908/0,3-4=-2473/0,4-5=-2473/0, 5-6=-2473/0,6-7=-1908/0,7-8=-804/0 BOT CHORD 14-15=0/1510,13-14=0/2279,12-13=0/2473,11-12=0/2279,10-11=0/1510 WEBS 8-10=0/1037,1-15=0/1037,7-10=-981/0,2-15=-981/0,7-11=0/554,2-14=0/554,6-11=516/0,3-14=-516/0, 6-12=-19/500,3-13=-19/500 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,,li t t l 111 t g,i�,' N.•PQU 1 N 1/ ,, •.• O GEN •S• ,i• .• i • No 68182 - • / i * • _ S-13' .r • E OF '14/. : •.4r1 ,-,4..4..* x14,ON Ai• `• ,,%. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 rev.10'031015 BEFORE USE Design void for use only with Mr7ek®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 applicabiity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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,deivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,DSB•69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job , Truss Truss Type Qty Ply I 78329108 725584 F111 Floor 5 1 Job Reference(optional) • , Builders FirstSource, Jacksonville.Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Mar 30 11:29:28 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHDS7zYICt-nByGCA96uEDg7ugWxdbzSQsj5KuuzSpfe?PHPzVmgb 0-1-8 1-3-0 I 1-11-2 i H II Scale=1:20.0 1.5x3 = 3x3= 3x6= 3x3 II 3x4= 3x4 = 1 3x4= 2 3 4 5 6 o0 e .L. ° ° - 400001 .111 .-. .4.711111/' — e e e - o 12 11 10 9 8 7.. 3x6 = 3x3= 3x3 11 4x4= LL��J 3x3= 1.5x3 II 1 11-6-10 1 11-6-10 Plate Offsets(X,Y)— (6:0-1-8,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.14 10-11 >976 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.21 10-11 >659 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:57 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 13=619/0-5-0,7=625/0-1-10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-612/0,1-14=-610/0,6-7=-609/0,1-2=-811/0,2-3=-1782/0,3-4=-1957/0,4-5=-1957/0,5-6=-747/0 BOT CHORD 11-12=0/1523,10-11=0/1957,9-10=0/1957,8-9=0/1474 WEBS 1-12=0/923,2-12=869/0,2-11=0/360,3-11=-373/0,6-8=0/898,5-8=-887/0,5-9=0/715,49=254/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. %% 1111111/III •%% CON VEI II QP• Sc s4. . GENS •. c'''' \., F '• *.'. No 68182 �-v �I 1 ' * :CC: • liti • E OF ••' O' i • ,III'ONA•iiiiiii� -' olt Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 4 i A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown-and is for an individual building component,not , a truss system.Before use,the building designer must verity the appicabiiity 01 design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. 4 always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery,erection and bracing of trusses and truss systems.see ANSI/7N1 Quality CrAada,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 71314. Tampa,FL 36610 Job . Truss Truss Type Oty Ply T8329110 725584 F113 Floor 1 1 • Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Mar 30 11:29:29 2016 Page 1 IO:zeNSFIUYRmWk160TLOHDS7zYICt-FNWeQWAkfYLX12P V L6C?dPt2kHNixAosfkypszVmga 0-1-8 H I 1-88 I I 1-3-0 f 1-9-12 Scale- 117.4 3x3 = 3x1= 1 3x4= 2 3x4= 3 4 5 • • • • , e qq 9 13 "7-61—j 1.5x3 = e e -.- 12 y12 1� 10 9 8 7 6 3x3 = 3x4 = 1.5x3 II 1.5x3 II 3x3= 3x4 = 1.54 II 2-0-4 1-6-0 11-11.8 II 3-4-0 I 7-10-12 I 9-34 I 1.6-0 0-54 1-3-12 4.612 1.44 0-0-12 Plate Offsets(XX)— 12:0-1-8,Edoel.I11:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.09 7-8 >940 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:45 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:6-7. REACTIONS. (lb/size) 6=284/Mechanical,11=1043/0-5-8 Max Uplift6=3(LC 3) Max Gray 6=303(LC 4),11=1043(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-6=-30810,1-2=0/878,2-3=0/614,3-4=-432/236,4-5=-277/49 BOT CHORD 10-11=-878/0,9-10=-236/432,8-9=236/432,7-8=-236/432 WEBS 2-11=-592/0,1-11=973/0,5-7=-59/333,2-10=0/640,3-10=-792/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 lb uplift at joint 6. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to `,,,11%1111 st,, be attached to walls at their outer ends or restrained by other means. ``�� QU N y� . 6)CAUTION,Do not erect truss backwards. `% OP•••....•• ( '. •� •` C E N s.••• '•• LOAD CASE(S) Standard . .. �.� fi•••• 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) • • No 68182 r r Vert:6-12=10,1-5=100 r. *; .* Concentrated Loads(Ib) l / Vert:1=-334 "O� I r t�' • /:+ ' E O F • �/ r . ' O• .,4 f / P �• Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 1 , AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE Mil, Design solid for use only with MiTek®connectors.this design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the appicabiity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M ilia k* is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.deivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualty Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 36610 Job , Truss Truss Type Qty Ply 18329112 725584 F115 Floor 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MTek Industries,Inc.Wed Mar 30 11:29:30 2016 Page 1 ID:zeNSFI UYRm1Md 6OTLO HDS7zYI Ct-ka4odsBM QsTO MC_v32eRXrx777ozRQ 1 y5JT WLI zVmgZ 0-1-8 F-I 1 1-3-0 i 1 1-2-7 I I 1-11-1 Scale=1:18.0 1.5x3 = 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 so 0 •0 0 • 6 — 41411111111111411111114 — 11111111111111111111141— I 17 o e e e o- o 44 44 1.5x3 II 1.5x3 II I 4-3-3 I 9-0-0 1 10.6.0 I 4-3-3 4$13 1-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.00 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.01 14 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.14 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:51 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 6-2-13 except(jt=length)15=0-5-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)15,8,9,11 except 12=327(LC 4),10=294(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-252/0,2-3=-25210,3-4=252/0 BOT CHORD 13-14=0/252 WEBS 4-12=308/0,1-14=0/281,4-13=0/288,6-10=-276/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. `,11111111/////' GUM it .� •,� '%GENS••F��i..' No 68182 -� • ` • r' �_ . ' •• E OF • �� yi P ��4 . , ORkV.' C. �'/0',�/O N A• ,E o`�` Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MV-1473 rev.10/03/201S BEFORE USE, wilt , Design valid for use only with IuLTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the applicabifty of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent tracing M iTek' is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/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 36610 Job . Truss Truss Type Qty Ply T8329114 725584 HJO1T Diagonal Hip Girder 1 1 ' Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:31 2016 Page 1 ID:zeNSFIUYRmWk160TLOHDS7zYICt-CmeOrCB B9bF_LZ5dm9g42UEI•X2eAvO5KzD3ukzVmgY I -2-9-15 i 3-5-12 I 4-9-15 I 7-0-14 i 2-9-15 3-5-12 1-4-4 2.2-15 l� Scale=1:22.4 5 41 1d 3x4 II 4 R 4.95 122x4 II 15 , A IIIII a. ., 3' T.,i.. _ tN 14 ap s'J gxe= 4 2 r'r 4_ 17 �_ I 8 2x4 16 10 2x4 II 1 II 3x6= I 3-5-12 i 4-9-15 i 7-0-14 I 3-5-12 1-4-4 2-2-15 Plate Offsets(X,Y)— f2:Edae.0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 8 >930 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.09 8 >927 180 BCLL 0.0 • Rep Stress Inca NO WB 0.00 Horz(TL) -0.03 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-10,4-8:2x4 SP No.3 6-0-0 oc bracing:9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer In nation ide. REACTIONS. (lb/size) 5=123/Mechanical,2=362/0-7-12,6=72/Mechanical Max Horz 2=190(LC 26) Max Uplift5=115(LC 8),2=-294(LC 8),6=-54(LC 8) Max Gray 5=123(LC 1),2=362(LC 1),6=75(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-292/89,3-15=-312/176,4-15=-258/178 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,►►►►i i t i l lgill, fit between the bottom chord and any other members. `‘s� p pjU)N V/�� fit, 4)Refer to girder(s)for truss to truss connections. Q �i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 lb uplift at joint 5,294 lb uplift at joint 2 ,sem , .•• GENS•• S and 54 lb uplift at joint 6. •• V' 6s•••. i 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •; No 68182 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)75 lb down and 95 lb up at 1-5-12, *�• ' 75 lb down and 95 Ib up at 1-5-12,and 81 Ib down and 15 lb up at 4-3-11,and 81 Ib down and 15 lb up at 4-3-11 on top chord,and 26 / Ib down and 51 lb up at 1-5-12,26 lb down and 51 Ib up at 1-5-12,and 35 lb down and 38 lb up at 4-3-11,and 35 lb down and 38 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ."0, r ' ;CC Z 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' ; :1' . E OF : 4I • LOAD CASE(S) Standard ". '•,4J ' � 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 #j f • •0 A1'0„.•. `�?,•� Uniform Loads • Vert:1(5=-54,10-11=10,6-9=10,6-7=-10 •,//IO N Af..• O Concentrated Loads(Ib) Vert:14=48(F=24,B=24)16=42(F=21,B=21)17=-43(F=21,B=-21) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 411I-7473 rev.10/03/2015 BEFORE USE ivill Design void for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ilia le is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 Quality Cdlerla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informalon available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.vA 22314. , Tampa,FL 36610 Job , Truss Truss Type Qty Ply T8329116 725584 HJO2T Diagonal Hip Girder 2 1 Job Reference(0;014) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:32 2016 Page 1 lazeNSFIUYRmVNd60TLOHDS7zYICt-gyCn2YCdyTjeacVBHATgvdGl TixFZvDSFZdycQBzVmgX I 344 I 4-9-3 I 9-10-1 I 3-4-4 1-5-0 5-0-14 4 Scale=1:26.9 li 4.95 12 16 4x8 3 A 2x4 II 15 ' ,'n 2 � a i . .._ ._ .._ „I ci,P Mil 14 i�- mol wqq opemalII Q 19 6 Ca1§(8=18 8 3x4= ►= 17 70 3x8 I I 2x4 II 3x4= I 34-4 I 4-93 9-10-1 I 3-4-4 1-5-0 50.14 Plate Offsets(X.Y)— 11:0-0-0,0-0-151 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.16 6-7 >731 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.19 6-7 >628 180 BCLL 0.0 • Rep Stress Ina NO WB 0.61 Horz(TL) 0.05 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except' BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. 2-10:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (lb/size) 1=411/0-7-6,4=121/Mechanical,5=326/Mechanical Max Horz 1=197(LC 8) Max Uplift/=-255(LC 8),4=-118(LC 8),5=-266(LC 8) Max Gray 1=437(LC 31),4=121(LC 1),5=329(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-769/415,2-14=-687/423,2-15=-888/614,3-15=-835/618 BOT CHORD 1-17=-536/591,10-17=-536/591,9-18=-695/771,8-18=-695/771,3-7=-293/350, 7-19=-1023/1143,6-19=1023/1143 WEBS 3-6=-1174/1051 NOTES- ,44111111i/iI 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; ``��% QUIN VFIIIII MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 OP Z I• 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �%• , •• G E jv S;•.• � •j' 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . .••\,\ F ..• • fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. N O 681 82 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 lb uplift at joint 1,118 lb uplift at joint 4 _ *;•' . •.* and 266 lb uplift at joint 5. / 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -'•/ r :CC 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)80 lb down and 14 lb up at 1-4-15, BO• �4' . E O F 41 4 80 lb down and 14 lb up at 1-4-15,81 lb down and 15 lb up at 4-2-15,81 lb down and 15 lb up at 4-2-15,and 118 lb down and 76 lb up I. jj at 7-0-14,and 118 lb down and 76 lb up at 7-0-14 on top chord,and 4 lb down and 9 lb up at 1-4-15,4 lb down and 9 Ib up at 1-4-15, . • �Cf n.:‘.4.,..,,::. 48 lb down and 67 lb up at 4-2-15,48 lb down and 67 lb up at 4-2-15,and 59 lb down and 65 lb up at 7-0-14,and 59 lb down and 65 lb ,�•: ! .0 R kr ,N7 8)In the LOAD CASE(S)section,loads appliup at 7-0-14 on bottom chord. The ed to design/selection face of thetrussape notn ed as)front(F)or ade(is the B of others. ,I��ION AL•iiiiiii %- LOAD CASE(S) Standard Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MITek USA,Inc.FL Cart 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa R 33610 Vert:1-4=-54,10-11=10,8-9=10,5-7=-10 Date: March 30,2016 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/201 S BEFORE USE se Design valid for use only with miTek®connectors.This design is based only upon parameters shown.and is for an individual building component,notItill a truss system.Before use,the building designer must verify the appicabiity of design parameters and properly incorporate this design into the overall building design.&acing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required 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.see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 3 Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job . Truss Truss Type Qty Ply T8329117 725584 H.103 Diagonal Hip Girder 2 1 ob Ref-r-n - o.tional Builders FiratSouroe, Jacksonville,F132244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:33 2016 Page 1 I D:zeNSFIUYRmWk16OTLOH DS7zYICt-88m9GuDFjnrzDrjTkBB89TZhhLoieocOn HiAydzVmq W 3-5-2j 7.0.2I I 3-5-2 3-7-0 Scats=1:20.1 3 >1 I� 4.95 12 3x4% 12 2 dlIlliahllhILIIIIIIP6hn 1 .' L >I� 3x4= ,/ 13 5 4 ►/ 6 3x4= 2x4 II 3x8 II 1 0-7-12 I 3-5-2 I 7-0-2 I 0-7-12 2-9-6 3-7-0 Plate Offsets(X,V)- f1:0-0-0,0-1-31,f1:0-2-1,0-9-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl LidPLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.02 5 6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left 2x6 SP No.2 Installation guide REACTIONS. (lb/size) 3=83/Mechanical,4=120/Mechanical,1=202/0-4-15 Max Horz 1=139(LC 8) Max Uplift3=-73(LC 8),4=-142(LC 4),1=-206(LC 4) Max Gray 3=84(LC 19),4=120(LC 1),1=235(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-250/187 WEBS 2-5=235/279 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf,h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone;cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,�`�111111I tgi�, 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 `,�� au I N t, i. fit between the bottom chord and any other members. ," Op. �� -• 4)Refer to girder(s)for truss to truss connections. `� , ••• G E N c •• •C� •• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 3,142 lb uplift at joint 4 .• . �, F.••• i and 206 lb uplift at joint 1. • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 681 82 • 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)80 lb down and 14 lb up at 1-4-15, *' • * ► 80 lb down and 14 lb up at 1-4-15,and 94 lb down and 52 lb up at 4-2-15,and 94 lb down and 52 lb up at 4-2-15 on top chord,and 25 = / / * Ib down and 56 lb up at 1-4-15,25 lb down and 56 lb up at 1-4-15,and 8 lb down and 36 lb up at 4-2-15,and 8 lb down and 36 lb up at -p• r II :CC 4-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. . s'• /ti • E OF 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). . O'J/i (V: P LOAD CASE(S) Standard i°',•J .0 R 1�••�r.?�, 1)Dead+Uniform era:1-3ds =-54,4-7=-10 f Live(balanced):Lumber Increase=1.25,Plate Increase 1.25 0It�/ON Al-"litiet �'.��%% V Concentrated Loads(Ib) Joaquin Velez PE No.68182 Vert:11=56(F=28,B=28)13=16(F=-8,B=-8) MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 I E , mil. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1-7473 rev.1003/2016 BEFORE USE. Design void for use only with Iv4Tek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use.the building designer must verify the appicability of design parameters and property incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delvery.erection and tracing of trusses and truss systems,see ANSI/TPI1 QuaMy Creeda.059-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormallon available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job , Truss Truss Type Qty Ply 78329119 725584 HJO5 Diagonal Hip Girder 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:34 2016 Page 1 ' IDzeNSFIUYRmWk160TLOHDS7zYICt-cLKXTEEtU4_grplgluiNihete9XNGVYOxRjU3zVmgV 2-0-2 I 4-2-3 I 2-0.2 2-2-0 Scale=1:14.4 3 `, 4.95 12 IN 2x4 2 1 1 Aii .171.11 1111 II i 111011 10 5 4 3x4 = 3x4 = I 4-2-3 I 4-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.01 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.02 5-8 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.04 Horz(TL) 0.00 1 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=138/0-7-6,3=53/Mechanical,4=80/Mechanical Max Horz 1=83(LC 8) Max Uplift 1 61(LC 8),3=-51(LC 23),4=-51(LC 8) Max Gray 1=141(LC 31),3=53(LC 1),4=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,`‘>,1111111;t,1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 1,51 lb uplift at joint 3 ``0% Qv N ), ..4/6„/it,, and 51 lb uplift at joint 4. %%%00%%1:0.0. � OQ. ie 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. *4% , •• C E N c— i� 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)80 lb down and 14 lb up at 1-4-15, . . \,� Ss • :• and 80 lb down and 14 lb up at 1-4-15 on top chord,and 4 lb down and 9 lb up at 1-4-15,and 4 lb down and 9 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. : • NO 681 82 + 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). * •' ' •:* - /1 * LOAD CASE(S) Standard �-13;,(1/ c' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 r. • • 1 , E OF Uniform Loads(pIt) O• 1L: Vert:1-3=-54,4-6=10 �� Q�.• ,, Concentrated Loads(Ib) i,:. . 1.9.R 1�...•"`�\`." Vert:10=7(F=-3,B=3) I/l��0 N A 1``‘S Joaquin Velez PE No.68182 M7ek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 4 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*847473 rev.10/01/2015 BEFORE USE :.:: Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the appicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always requied for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery.erection and bracing of trusses and truss systems,see ANSI/rPt1 QuaBy Criteria.1:46.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovaiable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job , Truss Truss Type City Ply 78329121 725584 .102 Jack-Open 2 1 Job Reference(options) Builders FirstSource, Jacksonville.Fl 32244 7.640 s Sep 29 2015 MiTek Industnes,Inc. Wed Mar 30 1129:35 2016 Page 1 ID:zeNSFIUYRrVNd8OTLOHDS7zYICt-4XuvgaFVEO6hTztsscDcEuf278V76jPhFbBH1 VzVmgU I 3 I Scale=1:14.7 2 7.00 12 _ o N 3 111111).14 3x4 = 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deli Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight 10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=97/0-5-8,2=69/Mechanical,3=23/Mechanical Max Horz 1=84(LC 12) Max Uplift1=22(LC 12),2=72(LC 12),3=6(LC 12) Max Gray 1=97(LC 1),2=79(LC 19),3=40(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `{{{{111 � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22 lb uplift at joint 1,72 lb uplift at joint 2 ,s�{ aU I N VF 1j, and 6 lb uplift at joint 3. `%• 0r- 1.4••' ' 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,� ' •\C E N s f •• � • No 68182 OF E • •r!: ' r f r •0•'4 0 R • <C/. • #,, NAL .,%S -iiitsiliO Joaquin Velez PE No.68182 MEW USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa Fl.33610 Date: March 30,2016 4 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101-7473 rev.10/03/2015 BEFORE USE ' Design void 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 verily the appicabirity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required fa stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.detvery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quanly Criteria,DSS-89 and SCSI Bonding Component 6904 Parke East Blvd. Safety Informdlon available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandra,VA 22314. Tampa,FL 36610 Job • Truss Truss Type Qty Ply T8329123 725584 J03 Jack-Open 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:36 2016 Page 1 I D:zeNSFlUYRmWk160TLOHDS7zY1Ct-YjRHuvF7?iEY57S2PJkm6BAgYoirAfgTFwgZyzVmqT I 50-0 11 Scale=1:20.8 2 7.00 FIT _ o 74 -41 " h 0 1 3 3x4 = a,d1 11 5.0-0 I 5-0-0 Plate Offsets(X,Y)— [1:0-0-0,0-1-11.f1:0-2-9,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.05 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 3-6 >908 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=113/Mechanical,3=45/Mechanical,1=158/0-5-8 Max Horz 1=140(LC 12) Max Uplift2=-116(LC 12),3=16(LC 12),1—37(LC 12) Max Grav2=129(LC 19),3=69(LC 3),1=158(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End..GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit chord and other 4)Refer between girder(s)eorntruss to truss any members. ssssstQV I N' telt/ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 lb uplift at joint 2,16 lb uplift at joint 3 ........... �� ri and 37 lb uplift at joint 1. s' ."•\C E NS'• 1 � 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• V •'•• • No 68182 • . . E OF • �J 1 K/ ' •...�;�O N A`•E sOs Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Palate East Blvd.Tampa FL 33610 Date: March 30,2016 1 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/0.3/2015 BEFORE USE 1 Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use.the building designer must verify the appicabiity of design paometers and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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,delvery,erection and bracing of trusses and truss systems.see ANSI/TPIT Quality Criteria,DSB-89 and ICSI Bu/ding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job , Truss Truss Type Qty Ply T8329125 725584 J04 Jack-Open 4 1 Job Reference_{Optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:37 2016 Page 1 I D:zeNS FIUYRm W t I6OTLO HDS7zYlCt-0w?g 5F Glm?M PiHOFzOG4KJ k P7yCmadv_i vg N5OzVmgS I 1-0-0 I 1-0-0 Scale=1:8.7 7.00 ' 2 y 1 1 l • 3x4 = M. 3 2 4 I 0-9-8 1 1-0-0 1 0-9-8 0-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 4 >999 180 BCLL 0.0 * Rep Stress Inc( YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:3 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=15/Mechanical,3=-42/Mechanical,4=91/0-3-8 Max Horz 4=28(LC 12) Max Uplift2=25(LC 12),3=-42(LC 1),4=12(LC 8) Max Grav2=21(LC 19),4=91(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.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. ,,fit «i l l a t ati��, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 2,42 lb uplift at joint 3 ``0° 100 I N t/ ., ii, and 12 Ib uplift at joint 4. O ,ei 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,.; , .••\C E N s•• '� '. • No 68182 / *=-ty /: CC : - E OF :� ' ' 1 sP .` , $ • OR ` • & NI Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 4 1 A WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with',reek®connectors.This design k based only upon parameters shown,and is for an individual building component,notNit a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANS1/TPI1 Quality Criteria.DSB-89 and[SCSI Bolding Component 6904 Parke East Blvd. Sally Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job . Truss Truss Type Qty Ply 78329127 725584 JOe Jack-Partial 1 1 Job Reference(optional) Builders FirstSource, Jacksonvile Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:38 2016 Page 1 I D:zeNSFIUYRm W k160TLO HDS7zY1Ct-V6Z2Jb H NXJ O F KObRXknJsXH RTM ROJ497xZPxdgzVmq R 7-0-0 7-0-0 Scale=1:26.2 2 7.00 12 ' N 1 rad►1 4x6= 3 { 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.18 3-6 >454 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.22 3-6 >373 180 BCLL 0.0 • Rep Stress Inca' YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=159/Mechanical,3=63/Mechanical,1=222/0-5-8 Max Horz 1=197(LC 12) Max Uplift2=-162(LC 12),3=-21(LC 12),1=-55(LC 12) Max Gray 2=181(LC 19),3=99(LC 3),1=222(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. %%%%11111%%11111H/it 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 lb uplift at joint 2,21 lb uplift at joint 3 `‘�► Q� N and 55 lb uplift at joint 1. ' ,� n 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦ , ••' Ci ENS' No 68182 . r:+ • :.; Z' NA` to` Joaquin Velez PE No.68182 MiTek USA,Int.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE BBI-7473 rev.10/03/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iY� Ilk fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Cdfeda,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job • Truss Truss Type Qty Ply T8329129 725584 J07 Jack-Partial 6 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:39 2016 Page 1 • ID:zeNSFIUYRmWk16OTLOHDS7zYICt-z17QWx10Idc6yaAd5RIYPkph?moV12XOHAD9UAHzVrngQ { 5-0-0 I 5-0-0 Scale=1:20.5 2 7.00 I12 1dEL II 4x6= 3 3x8 I I I { 5-0-0 { Plate Offsets(X,Y)— 11:0-0-0,0-1-91,11:0-1-13,0-6-61 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 0.31 Vert(LL) 0.07 3-8 >909 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(TL) 0.05 3-8 >999 180 BCLL 0.0' Rep Stress Ina YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 2=102/Mechanical,3=38/Mechanical,1=176/0-3-8 Max Horz 1=140(LC 12) Max Uplift2=-110(LC 12),3=-48(LC 9),1=-70(LC 9) Max Grav2=113(LC 19),3=62(LC 3),1=176(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 4)Refer to girder(een the s) chordttom other for trussto truss connections. ♦��%% 0U N,V c-��/�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 2,48 lb uplift at joint 3 �� Op` <� •• and 70 lb uplift at joint 1. `s% `'.•.\C E N S•• _' .• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• F• •• .• 11 No 68182 � ' * :C • ;1. • E OF •.40:: P #4,../ON Al�`0- Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 4 I A WARNING-Verily*alga parameters and READ NOTES ON THIS AND INCLUDED INTER REFERENCE PAGE 1/11-7473 fw.10/03/2015 BEFORE USE fill' Design valid for use only with khiek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the appicablity of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stabiity and to prevent coiopse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job . Truss Truss Type Qty Ply T8329131 725584 J09 JadrPartial 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 3011:29:39 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHDS7zYICt-z170 Wx101dc6yaAd5RIYPkpk7m632X0HAD9UAHzVmgQ 3-0-0 Scale=1:14.7 2 7.00 FE 1 10111 it 3 3x4 = 3-0-0 I 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 3-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 3-6 >999 180 BCLL 0.0 • Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=97/0-5-8,2=69/Mechanical,3=23/Mechanical Max Horz 1=58(LC 12) Max Uplift1=-9(LC 12),2=-47(LC 12),3=-2(LC 12) Max Gray 1=97(LC 1),2=76(LC 19),3=40(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1,47 lb uplift at joint 2 and `‘• PQu I N Vi.- 2 lb uplift at joint 3. , •i • 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� ,� C E N S••. c *%• • �.� F •• �i No 68182 • •fir E OF • �Ct. • ,ON A` Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 4 � AWARMNG-Vary design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Wilek®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 appicability 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 stabilty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/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 36610 Job . Truss Truss Type Qty Ply T8329132 725584 TO1 HALF HIP GIRDER 1 1 Job Referencejgptionall Builders FirslSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc. Wed Mar 30 11:29:41 2016 Page 2 ID:zeNSFIUYRmWk160TLOHDS7zYICt-vhFAxdJGgEsgBuKOCsKOU9vweZLIWFEZdXebE9zVmg0 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=54,4-7=-54,13-20=10,3-10=-10,8-9=10 Concentrated Loads(Ib) Vert:4=-66(F)8=-17(F)12=-107(F)7=-65(F)23=-19(F)24=-19(F)25=-19(F)26=-19(F)27=-19(F)28=-19(F)29=-49(F)30=-49(F)31=49(F)32=-49(F)33=-49(F) 34=-49(F) • 1 � A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. Design void 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 builcing designer must verity the appicabilty of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delvery,erection and bracing of trusses and truss systems,see ANSt/TPIl Quality Criteria,059.89 and BCSI Building Component 6904 Parke East Blvd. Safely Inlormalton available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 36610 . Job , Truss Truss Type Qty Ply 78329134 725584 703 Half Hip 1 1 ,j_pb Reference(optional Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:42 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHDS7zYICt-NtpZ8zKubY hp2vCmarF1NRAIzloFj6jsBN8mbzVmgN -2-0-0I 4-8-13 I 9-0-0 I 14-2-6 19-4-12 2-0-0 4-8-13 4-3-3 5-2-6 5-2-6 Scale=1:36.8 4x6= 3x4= 2x4 II 4 5 6 x 13 7.00 IW 214 3 n t- 2 V' 14� to ►. �41 9 8 13 14 13x6_ 7 3x4 3x8= 3x8= 9-0-0 I 19-4-12 9-0-0 10-4-12 Plate Offsets(X,V)— 12:0-2-4,0-1-81,14:0-3-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.28 7-9 >839 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.48 7-9 >477 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=737/0-5-8,7=607/Mechanical Max Horz 2=211(LC 12) Max Uplift2=-169(LC 12),7=-182(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-940/437,3-4=-714/343,4-5=-563/343 BOT CHORD 2-9=-545/764,8-9=-288/439,8-13=-288/439,13-14=-288/439,7-14=-288/439 WEBS 3-9=-309/235,5-7=-620/418 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate `,�tt/t L 11l►////� grip DOL=1.60 `S' • QUIN 1/E i/e 3)Provide adequate drainage to prevent water ponding. n' OPdi' �� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�. ' .•• C E N 3•• "' '0 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •• V F•••• �� fit between the bottom chord and any other members,with BCDL=5.Opsf. No 681 82 6)Refer to girder(s)for truss to truss connections. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 lb uplift at joint 2 and 182 lb uplift at joint 7. — / * 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r-U? I 0.rl:� • E OF :� P :` I 14�,10N;AI L E�..`% % Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 r r ,A,WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke 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 appicabilty of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additionol temporary and permanent bracing MiTek is always required for stabilty and to prevent collapse with possible personal injury and Property damage. For general guidance regarding the fabrication.storage,delvery.erection and bracing of trusses and truss systems.see ANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Informalbon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job . Truss Truss Type 'Qty Ply T8329135 725584 T04 HIP GIRDER 1 3 Job Reference(optional) Builders FirstSource, Jacksonville.Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 11:29:44 2016 Page 2 ID:zeNSFIUYRm1Md6OTLOHDS7zYICt-JGwJZeM879EP2L3bt uj6oXXnmR6j1o0JVsFrUzVmgL NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)173 lb down and 276 lb up at 7-0-0,124 lb down and 138 lb up at 9-0-12, 124 lb down and 138 lb up at 11-0-12,124 lb down and 138 lb up at 11-6-4,and 124 lb down and 138 lb up at 13-6-4,and 173 lb down and 276 lb up at 15-7-0 on top chord, and 388 Ib down and 342 lb up at 7-0.0,77 lb down and 62 lb up at 9-0-12,77 lb down and 62 lb up at 11-0-12,77 Ib down and 62 lb up at 11-6-4,and 77 Ib down and 62 lb up at 13-6-4,and 388 lb down and 342 lb up at 15-6-4 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=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-7=-54,15-16=10,9-14=10,8-19=10 Concentrated Loads(Ib) Vert:3=126(F)5=-126(F)13=388(F)11=-152(F)4=164(F)10=388(F)22=-82(F)23=-82(F)24=76(F)25=76(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 611.7473 rev.10/03/2015 BEFORE USE Design valid for use only with Milekle connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before vse,the building designer must verify the appficabilty of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stabiity and to prevent collapse with possible personal injury and property damcfge. For general guidance regarding the fabrication.storage,deivery,erection and bracing of trusses and truss systems,see ANSi/TPI1 Quality Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna.VA 22314. Tampa,FL 36610 Job . Truss Truss Type Qty Ply 78329137 725584 706 HIP 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Mar 30 1129:46 2018 Page 1 I D:zeNS FIUY Rm W el6OTLOH DS7zYICt-Gf23_KN PfmU7HfDz?P W BBDcpba58BaTJnpLMvNzVrngJ I 25-8 1 6-8-12 i 11-0-0 11-7 15-10-4 i 20-1-8 { 22-7-0 { 2-5-8 434 4-34 0-7-0 4-3-4 4-3-4 2-5-8 5x12= Scale=1:53.3 4 7.00 FIT 4x6 i 4x6 3 5 5.12= Q 5x12 = � 2 / 6 1 c12 ,D 9�. I 1, =i 3x6 =3x4 II 1,= 3x4 = 13 8 3x4= • 3x8 11 3x4 II 3x12 MT2OHS= 3x4 II3x8 II • 3x4 11 1 2-5-8 1 11-0-0 11 7-9 20-1-8 1 22-7-0 I 2-56 8-6-8 7 8-6-8 2-5-8 • Plate Offsets(X,Y)— 11:0-2-9,Edgel,11:0-0-0.0-0-131.12:0-3-8,0-2-81,14:0-6-0,0-2-11,16:0.3-8,0-2-8117:0-0-0,0.0-131.17:0-2-9,Edae1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.21 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.44 10-12 >604 180 MT2OHS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.49 Horz(TL) 0.25 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 8-10-1 oc bracing. 2-13,6-8:2x8 SP 2400F 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 I be installed during truss erection,in accordance with Stabilizer LRDGE 2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=708/0-5-8,7=708/0-5-8 Max Horz 1=166(LC 11) Max Uplift/=-168(LC 12),7=-168(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1075/527,2-3=-2498/1235,3-4=-895/485,4-5=-895/485,5-6=-2479/1235, ,`‘1111111/ii,' 6-7=1075/527 NN•� 13t • t N 1/ . /it BOT CHORD 1-13=376/858,2-12=-758/385,11-12=-437/1090,10-11=-437/1090,9-10=-437/1074, %• e••......... <� I,, 6-9=-691/385,7-8=-376/812 `.` J .•'�G E N d'• • WEBS 3-12=-621/1412,3-10=-475/330,4-10=-313/649,5-10=-475/330,5-9=-621/1291 ` \, F.•.• • NOTES- r. • No68182 • 1)Unbalanced roof live loads have been considered for this design. r. *: ' I//// •:* Wind: nd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; : I MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate =-O/ r :r grip DOL=1.60 • �1 E O F 3)Provide adequate drainage to prevent water ponding. ,' O' (V 4)All plates are MT20 plates unless otherwise indicated. u Q 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �,••4, ' 0 R 1 v•.• �,, 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •-' ""�G� • fit 7 Provide en the mechaniiccall connection(byttom chord and any rof truss to bearingplate capable of withstanding168 lb uplift at 1 and 168 lb uplift at �rs. ��11/F111110%N A ��, others) Pa P jointP joint 7. Joaquin Velez PE No.68182 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MiTek USA,IOC.FL Deft 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10'03/2015 BEFORE USE Itlit 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 appicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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,deivery,erection and bracing of trusses and truss systems,see ANSI/mi Quality Cdteda,058.89 and BCSI Bullring Component 6904 Parke East Blvd. Safely Information avaiabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,vA 22314. Tampa,FL 36610 Job . Truss Truss Type Qty Ply T8329139 725584 TO8 Common 9 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:48 2016 Page 1 ID:zeNSFIUYRmWk16OTLOHOS7zYICt-C1 AgPOPfBOkrXzMM6gyfGehCDOmutWTbE7gT_FzVmgH I 5-8-9 { 11-3-8 I 16-10-7 { 22-7-0 { 5-8-9 5-6-15 5-6-15 5-8-9 Scale=1:45.8 4x6= 3 7.00 12 2x4 2x4 i 2 4 AIIIIIIIIIIIIIIIIIIhh 1 5 _AiggglldIIIIIIIIIIhhI; orli 1E:46 3x8 II 5x8= 3x8 II I 11-3-8 I 22-7-0 I 11-3-8 11-3-8 Plate Offsets(X,Y)— 11:0-3-8,Edoel,15:0-3-8,EdgeL(6:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.23 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.41 6-9 >659 180 BCLL 0.0 • Rep Stress Ina' YES WB 0.33 Horz(TL) 0.03 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:103 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3Installation guide REACTIONS. (lb/size) 1=723/0-5-8,5=723/0-5-8 Max Horz 1=-164(LC 8) Max Uplift/=-172(LC 12),5=-172(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1095/573,2-3=814/455,3-4=-814/455,4-5=-1095/573 BOT CHORD 1-6=-408/914,5-6=-408/898 WEBS 3-6=247/528,4-6=-392/300,2-6=-392/300 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,,,� 1 j�.., grip DOL=1.60 s�� 1)IN V • III 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `%k . FBF III 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 by2-0-0 wide will 9 9 •'GEN ' 1 •. fit between the bottom chord and any other members. �� . \,\ Ns'. c- .. • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 1 and 172 lb uplift at joint 5. No 68182 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. k;• ip : A' * 13/ : :• rE OF •..� • . !O . .� . � DP � • , • GRI •• ` ` I •• c Oil,�0NA`E•%%. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cell 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 WARNING•Verify design parameters end READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE Design void for use only with Welk®connectors.This design s based only upon parameters shown,and is for an individual building component,not VIII. a truss system.Before use,the building designer must verify the appicabiity of design parameters and properly incorporate this design into the overal building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stablity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.deivery.erection and bracing of trusses and truss systems.see ANSI/11.11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 36610 Job . Truss Truss Type Qty Ply T8329141 725584 T10 Hatt Hip Girder 1 1 Job Reference(optional) • Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Mar 30 11:29:49 2016 Page 1 ' ID:zeNSFIUYRmtMcI6OTLOHDS7zYICt-gDkCcMPHxhsi87xYgYTuprEJvnBGO2dTma0WaVmgG I 7-0-0 78-41 7-0-0 3x4 II Scale=1:27.7 2 Pli im 7.00 12 0 c 1 imiimimilmilErA lam 11211 3 4x6 = 2x4 II I 3-6-13 I 7-3-8 I 3-6-13 3-8-11 Plate Offsets(X,Y)- 11:Edae,0-2-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.11 3-6 >780 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.19 3-6 >451 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(TL) 0.03 1 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE ( MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Intallation g i REACTIONS. (lb/size) 3=785/Mechanical,1=229/0-5-8 Max Horz 1=141(LC 8) Max Uplift 3=-635(LC 8),1=-24(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=382/373 NOTES- 1)Wlnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=18ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope);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 4)Refer to girdeeen er()for uss to truss connections.rd and ther members. `,0"0.t J N X 11 ,, , 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 635 lb uplift at joint 3 and 24 lb uplift at joint `% Op` V 4� ej 1. �.` .•'\GEN,•' 1 '•. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • V F•••. 0. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 337 lb up at No 661 821.1 7-1-12 on top chord,and 335 lb down and 260 lb up at 7-1-12 on bottom chord. The design/selection of such connection device(s)is •• * ., the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .-13• l ' * • = r LOAD CASE(S) Standard , E O F t[/ 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 - O...VeLoads '#et,��N Ail It; �� Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 611.7473 rev.10/0.3/2015 BEFORE USE ledir Design valid for use only with WiTeL®connectors.This design is based only upon parameters shown.and is for on individual building component.not o 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 stabilly and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ISI fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inbormaaon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 36610 i Job . Truss Truss Type Qty Ply 78329143 725584 T12 Hp Girder 1 1 Job Reference(optjQrtal) Builders Firalssource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:51 2016 Page 1 I D:zeNSFI UYRmWk16OTLOH DS7zYICt-ccry12RXTJ7POQ5xoz WMuGJe W bmnsu 12w437 bazV mq E I 5-0-0 1 9-1-14 1 133-12 18-3-12 5-0-0 4-1-14 4-1-14 5-0-0 Scale=1:31.2 4x8= 2x4 II 4x8= i /4.79 3 12 ,1. 1 5 ElIg o o o 0 8 21 7 22 6 0 2x4 II 5x8= 2x4 II 5x8 = 5x6= 0601 5-0-0 4-6-0 1 9-1-14 4-1-14 I 13-3-12 4-1-14 I 17-9-12 4-6-0 ba-.66-18.3.100? t}6 0 Plate Offsets(X.Y)- 12:0-5-8.0-2-01 14:0-5-8.0-2-01,17:0-4-0.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.14 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.28 Horz(TL) -0.05 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2,Right:2x6 SP No.2 Installation guide. REACTIONS. (lb/size) 1=928/0-3-8,5=928/0-3-8 Max Horz 1=73(LC 4) Max Uplift1=-838(LC 5),5=838(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1299/1249,2-19=-1452/1488,3-19=1452/1488,3-20=-1452/1488,4-20=-1452/1488, 4-5=1299/1249 BOT CHORD 1-8=-1077/1046,8-21=-1083/1051,7-21=1083/1051,7-22=1034/1051,6-22=-1034/1051, 5-0=1029/1046 WEBS 2-7=-575/541,3-7=-438/428,4-7=-575/541 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,%j111111/1/1. 2)Wtnd:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18; ``�� QV N vF,I/e� MWFRS(envelope);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `� OP. �� , 3)Provide adequate drainage to prevent water ponding. .s , c E N c' e0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . \,� SF '. 1. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . • No 681 82 fit between the bottom chord and any other members. 1. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 838 lb uplift at joint 1 and 838 lb uplift at *;• ' •. joint 5. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. w"1:3,/ r 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)121 lb down and 205 lb up at 5-0-0, . • ti' E O F /,(J, 93 lb down and 117 lb up at 7-0-12,93 lb down and 117 lb up at 9-0-12,93 lb down and 117 lb up at 9-3-0,and 93 lb down and 117 lb - O' (V up at 11-3-0,and 121 lb down and 205 lb up at 13-3-12 on top chord,and 134 lb down and 213 lb up at 5-0-0,32 lb down and 58 lb up 4 f: Q`• at 7-0-12,32 lb down and 58 lb up at 9-0-12,32 lb down and 58 lb up at 9-3-0,and 32 lb down and 58 lb up at 11-3-0,and 134 lb ,�r.4f: , .0 R % .. c.. •• 9)In • dwn and 213 lb up at 13-3-0 on bottom chord.theLOAD CASE(S)section,loads applied to the ne face of the truss areion fsuch noted aces front(F)ornnection back(Bj the responsibility of others. I��,iO N A -7�`,�,,, LOAD CASE(S) Standard Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MITek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-2=-54,2-4=-54,4-5=-54,9-14=10 Date: March 30,2016 Continued on page 2 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 m.1110.3/2015 BEFORE USE MI Design valid for use only with Mifek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • o truss system.Before use,the building designer must verity the oppicabilty of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or Chord members only.Additional temporary and permanent bracing MiTek' is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delvery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Satiety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job • Truss Truss Type Qty Ply T8329144 725584 T13 Hip Girder 2 1 _ Job Reference(optional) Builders FirstSource Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:52 2016 Page 1 r ID:zeNSFIUYRmWk16OTLOHDS7zYICt-4oPLFOS9EcFG?ag7Lg1 bQUsyi?H1 bPyB9kpg7OzVmgD I 3-0-0 l 5-0-8 I 8-0-8 i 3-0-0 2-0-8 3-0-0 Scale=1:18.0 4x6= 2 4x8= 3 7.00 12 MI `MM s 4 1 4 : g Amiimmiimiiimimilimim im mi. g Illiestill 62x4 II 3x4= INA , / 3x4= 3x4= 3-0-0 5-0.8 8-0.8 I 3-0-0 I 2-0-8 I 3-0-0 I Plate Offsets(X,Y)— 12:0-5-8,0-2-01,[3:0-3-0,0-1-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 1=352/0-5-8,4=352/0-5-8 Max Horz 1=44(LC 5) Max Uplift1=178(LC 8),4=-178(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-492/275,2-3=-391/259,3-4=-493/275 BOT CHORD 1-6=-231/384,5-6=-235/390,4-5=-213/384 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. `1'1111 111//1,, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `♦♦ N t' /te 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 ♦♦ rs.u . <4..�i fit between the bottom chord and any other members. •: ' • GEN c• ,�� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 178 lb uplift at joint 1 and 178 lb uplift at .. •••V\ `SF••.• • joint 4. No 68182 + 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)84 lb down and 111 lb up at 3-0-0, *: •.* and 84 lb down and 111 lb up at 5-0-8 on top chord,and 79 lb down and 76 lb up at 3-0-0,and 79 lb down and 76 lb up at 4-11-12 on - ' ' * bottom chord. The design/selection of such connection device(s)is the responsibility of others. -o• r :CC 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1 4 ifIA' • E OF : i-U LOAD CASE(S) Standard .e • 1 V".' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��. r , 0 R '.)..••��,, Uniform Loads(plf) • �� •�O N AL ‘-'s♦ Vert:1-2=-54,2-3=54,3-4=-54,7-10=10 it��I!11111111♦ Concentrated Loads(Ib) Vert:2=15(B)3=-15(B)6=-79(13)5=-79(B) Joaquin Velez PE No.68182 MITek USA,Inc.FL Cell 6634 6904 Parke East Blvd.Tampa R.33610 Date: March 30,2016 A WARNING•VMIy,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ile1-7173 rev.10/03r2016 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,not1111• a truss system.Before use,the building designer must verify the appicabiity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.deivery.erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Creeds,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 Job • Truss Truss Type Qty Ply T8329146 725584 TG01 FLAT GIRDER 1 2 Job Reference(optional) - Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 11:29:54 2016 Page 1 ID:zeNSFIUYRmWItI6OTLOHOS7zYICt-1 BX5g3TQmEV_FugWr533Wvx5mon036ZUc21nCvzVmgB I 2-3-2 I 4-4-7 } 6-5-13 8-7-3 I 10-8-9 I 12-9-14 I 15-1-0 2-3-2 2.1-6 2-1-6 2-1-6 2-1-6 2-1-6 2-3-2 Scale=1:25.6 2x4 II 2x4 I I 3x8= 5x8 = 1 2 5x8= 3 3x8 = 4 5 6 7 8 1 � e , � o oma , e � e �� e Y e e e e e �` I _� o o e e e 1 15 14 77 13 18 12 19 11 7x10= 20 108x10 = 21 16 10x12 = 8x10= 7x10 = 7x8 - 7x8 = 9 10x12 = I 2-4.6 I 4-4-7 I 6-5-13 I 8.7-8 I 10-8-9 I 12-8-10 I 15-1-0 2-4-6 2-0-2 2-1-6 2-1-6 2-1-6 2-0-2 24.6 Plate Offsets(X,Y)- [2:0-3-8,0-2-8],[3:0-3-8,0-1-8],[6:0-3-8,0-1-8],[7:0-3-8,0-2-8],[9:Edge,0-2-8],[10:0-3-8,0-5-12],[11:0-3-8,0-5-4],[12:0-3-8,0-5-0],[13:0-3-8,0-5-0],[14:0-3-8 ,0-5-4],[15:0-3-8,0-5-121,116:Edge,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.41 12-13 >438 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.63 12-13 >280 240 BCLL 0.0 • Rep Stress Incr NO WB 0.87 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.17 12-13 >999 240 Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except BOT CHORD 2x8 SP 2400F 2.0E end verticals. WEBS 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-16,8-9:2x4 SP No.2,2-15,3-14,4-13,5-12,6-11,7-10:2x4 SP No.3 REACTIONS. (lb/size) 16=4541/0-5-0,9=5227/0-3-8 Max Uplift16=804(LC 4),9=-925(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-3711/663,1-2=-8868/1570,2-3=-15254/2699,3-4=17969/3183,4-5=-17989/3183, 5-6=17989/3183,6-7=-15289/2706,7-8=-9099/1610,8-9=-3796/679 BOT CHORD 15-16=115/645,14-15=1570/8868,14-17=-2699/15254,13-17=2699/15254, 13-18=-3183/17989,12-18=-3183/17989,12-19=2706/15289,11-19=-2706/15289, 11-20=-1610/9099,10-20=1610/9099,10-21=125/698,9-21=-125/698 WEBS 1-15=-1577/8915,2-15=-2746/504,2-14=-1225/6924,3-14=-1377/260,3-13=-524/2965, 6-12=-518/2927,6-11=-1370/258,7-11=1187/6712,7-10=-2645/486,8-10=1611/9109 NOTES- `11111111111111 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: `��• QV N � . �i�' ' Top chords connected as follows:2x4-1 row at 0-4-0 oc. i, OP • 1�. I♦ Bottom chords connected as follows:2x8-2 rows staggered at 0-7-0 oc. ,. , .•••cE N S••. '♦♦ Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 2-15 2x4-1 row at 0-7-0 oc. s • �, '. 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. .`, No 681 82 • r 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf,h=18ft;Cat.II;Exp C;Enc.,GCpi=0.18; * ' •* MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 = / i * ' ..• 4)Provide adequate drainage to prevent water ponding. =-Q;*1e trtr.:5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : 4 E O F 4/6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will i 0 ,- :4/ fit between the bottom chord and any other members. 1 %Q �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 804 lb uplift at joint 16 and 925 lb uplift at ♦♦♦:4V . O f 1 •••-N joint 9. .1/•.....••�N-%%,`% 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / /ON 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1163 lb down and 206 lb up at , 111111111111111, 2-1-4,1163 Ib down and 206 lb up at 4-1-4,1163 Ib down and 206 lb up at 6-1-4,1163 lb down and 206 lb up at 8-1-4,1163 Ib down Joaquin Velez PE No.68182 and 206 lb up at 10-1-4,and 1163 lb down and 206 lb up at 12-1-4,and 1163 lb down and 206 lb up at 14-1-4 on bottom chord. The MiTek USA,Inc-FL Cert 6634 design/selection of such connection device(s)is the responsibility of others. 6904 Parke East Blvd.Tampa FL 33610 Date: LOAD CASE(S) Standard March 30,2016 Continued on page 2 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IMI-7473 rev.10/03/2015 BEFORE USE IIII• Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verily the appicobility of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is ol.vays requ'red for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,deivery,erection and bracing of trusses and truss systems,see ANSI/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 36610 Job - Truss Truss Type Qty Ply T8329147 725584 TG02 FLAT GIRDER 1 2 JobReference( i nal Builders FirstSourc; Jacksonville,Fl 32244 7.640 s Sep 29 2015 MiTek Industries.Inc.Wed Mar 30 1129:54 2016 Page 1 ID:zeNSFIUYRmWkI6OTLOHDS7zYICt-1BX5g3TOmEV FugWT533Wvx7Vorj37oUc2lnCvzVmgB 1 2.7-4 1 5-0-12 1 7-6-4 I 9-11-11 1 12-5-3 I 15-0-7 1 2-7-4 25.8 25.8 2-5-8 2-5-8 2-7-4 Scale=1:26.0 2x4 II 3x10= 2x4 II 3x10= 2x4 II 3x10= 1 3x10= 2 3 4 5 6 7 • e 0o e o 0 0 • • 13 12 11 10 9 8 14 5x12 = 2x4 II 3x8= 2x4 II 5x12 = 2x6 II 2x6 11 1 2-7-4 1 5-0-12 I 7-6-4 I 9-11-11 I 12-5-3 I 15-0-7 I 2-7-4 2-5-8 2-5-8 2-5-8 2-5-8 2-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.17 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.47 11 >375 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.79 Horz(TL) 0.07 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix-M) Wnd(LL) 0.10 11 >999 240 Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except BOT CHORD 2x4 SP M 31 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-13.3-13.3-11,5-11,5-9.7-9:2x4 SP No.2 REACTIONS. (lb/size) 14=2802/0-5-8,8=2802/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-2666/0,1-2=-5409/0,2-3=-5409/0,3-4=-9693/0,4-5=9693/0,5-6=-5409/0,6-7=-5409/0,7-8=-2666/0 BOT CHORD 13-14=0/266,12-13=0/8797,11-12=0/8797,10-11=0/8797,9-10=0/8797,8-9=0/266 WEBS 1-13=0/5586,2-13=-870/0,3-13=-3680/0,3-11=0/973,4-11=-836/0,5-11=0/973,5-9=-3680/0,6-9=-870/0, 7-9=0/5586 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 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 01111111/1, Vtt .4 CE 7-10; I;Exp C; 3)MWFRSS(envelope)and 1C-C Exterior(2)zonnde;C-C foust) rdmembershand forces BsMWFRS forOreactions shown;ILumber DO d 1 60 plate118 ��'l ..N,. I• • grip DOL=1.60 �� GENS [' 0 4)Provide adequate drainage to prevent water ponding. . .'�\.' F.'•• , �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will No 681 82 ,r fit between the bottom chord and any other members. *':• •..* 7)Refer to girder(s)for truss to truss connections. / * • _ 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -fl• I •: .7 LOAD CASE(S) Standard ° 0•. jti E OF <1./ Z: 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • - Uniform Loads(plf) • •+• ,0 RR I Q.' G•SN,, Vert:1-7=370,8-14=-10 t Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 30,2016 I in. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 511.7473 rev.10'03/2015 BEFORE USE Design vaid for use only with Mlrek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applcabiity of design parameters and properly incorporate this design info the overall building design. Bracing indicoted is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPII Quality Creeda,055.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job . Truss Truss Type Qty Ply • 78329148 725584 •TGO3 FLAT GIRDER 1 2 Job Reference lootionall Builders FirstSource, Jacksonville,Fl 32244 7.640 s Sep 29 2015 MTek Industries.Inc.Wed Mar 3011:29:552018 Page 2 IDzeNSFIUYRmVukIBOTLOHDS7zYICt-VNSTtPU2XXdrs2Pi1 oa128UKJCH2ocPdril KkLzVmgA LOAD CASE(S) Standard Concentrated Loads(Ib) • Vert:11=-775(F)12=-2792(B) 4 r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1-7473 rev.10103/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verity the appicabiity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual true web and/or chord members only.Additional temporary and permanent bracing M iTe k' is always required for stobiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.deivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Criteria,D5B-89 and BCSI Bulling Component 6904 Parke East Blvd. Sally Informallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 36610 ,0, cn c' D rn -P D o 0 D ��, �� I� Zxi DxN n rn �Q w m O (>>G)wpvZ � oQ I I W f-, Cr o � c �.mQQQ D co fil D � Q(a� QOo' a n Da ii o O O 3 c4 nQ •• ZHII P_H r 3 —' -1 mQ HI N � � UH -- Q p-O m � am c cQ OO •CD n W ° �N ^ cp cND x 0• 5-07 Q QN ` � ON O0. - <° •Nm o; .Q oQ0 �_ oo .<a-070 x4 vC, O�j(/,p°0 .• 7 cp p c) O ° 6� Z O jC 3 �_ p n cp a •• o = 6—p Qo Z • Qo�� Na oQQF Q n.5o � y oc°6o ° Oo�O�. O O7 tQ - - m �= Q � Z • Q=- O° c(QN< cU cU7 nO VI 0 O .jN No —co O SQx ilT NOS N 7 Ov Q v Q'd �a � C)�•-7 co p 7 7 -.- N D cp v, co C e3• 0- Q = "' C � 7 x O n Q O O O -< -(0 7O. N • v 7 CD K m CO r -i m m 7, -0 Zr) D TOP CHORD X- 6 � 3 � a wA n O 3O "'O2 j CT 5 0 N N sO-' m 0 m A m c-. ® - Z -• 7 co 3 CD VOW y c m O Z D q NC co Z x mU° ! rnC7 y A a * A Z OD• m N m W F^D O 0 O n, (7i O 1111 wO< az3 0MM v� D T G)m n 1.1 rn ;,, _ Dm p.Z) w m ( 11111111 n N Z 7 CD ea NA Mel >c o O N O ?m m _• ,F • 00 � D w zD v o- /D Et iA =p ® < ZN mO l< O „ 7\ Cm o H c./) oC UO co (" 0_ `� m TOP CHORD • O •O- OD V O• V, A W N 7' O OD V P. (!, A W S N o ^ DD ,�QA 'p CD F, 3 0 C) O m 7 r j n N() CC C O4 C) Oa '^ Z 3 S. aD Q 12 Z a. D O.<. 0.D N 1,1 O Q j ti,,) O 0 0 ('(DD 007 Q:Q Q CD„, O ( (DR QO�n 0.4...k• Q(<D o Q a vC, Q a C o ' (� •o g > > o' ,, n=a n m' -.,.,,C)6 3m(o m (07c m u< m (° Q -o not a5aa a, Q- a Cr -'•‘" D '" D� •Q 3 "no a o - (D 0� cn_f 3o Q < (mi - 3 mo m;N - (D'< m �.m Dm a <• D8a m mom 3m 0Q 20 ag n "Q = Dmm a °S o ' s 'a °P "' 0.... o6`" a2j ms• o° m° a 3mo gm 0Pc.)"n g (D O V, Dc ��.8 (o �� 00- oo H 00 a^ ,a am Q�• aZ° m� 03 3c a3 � m ma;D. 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Qn ZQ �� '�^ 3 � ' 0-(0 N a`o- N C c (" QO (Q 3 n'< () U 0 ? 0 C.Q N p • 3 ..j H a 7.Q O cD <3 () O O Cr D .6- •••., Q a a m (D - D-Q 3 a 3 3 °j Q O �.7 �� Q 0 O m a j -Q(D a m C � Q c m a m Q m u m.8 o _o s Cr 0� 3 (n n v^m.Q N C p g. - O O Fi 7 a (3 j a0 • 0 • 0 0 3 O 3 C. 2 j fp,,g. V, (D •Y (D • < (D n 3 Q. 0. 7 m CD m m -O g. pj Q m c m Q N n • (Q Q 3 Q. 3(O H N m m O () 0 a m a Cr 3„ (� O g.2. Q a P'co o D 0 3 N (D Z z-� 3 O a - m N 'August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 I Ic ® MiTek USA,Inc. Page 1 of 1 =OD Note:T-Bracing/ I-Bracing to be used when continuous lateral bracing 0o is impractical. T-Brace/ I-Brace must cover 90%of web length. LAA u Note:This detail NOT to be used to convert T-Brace/I-Brace webs to continuous lateral braced webs. MiTek USA, Inc. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace WEB 2x8 2x8 T-Brace 2x8 I-Brace T-Brace/I-Brace must be same species and grade (or better)as web member. T-BRACE -•••••••••00 Nails / Section Detail T-Brace Web Nails Web `: I-Brace ►� Nails JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP ( 10 ® MiTek USA,Inc. Page 1 of 1 =OD NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER ,of= AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND OO EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. (__`Jr n n - 0 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S O .131 88.0 80.6 69.9 68.4 59.7 O .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR .162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY r) Z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW 0 .131 75.9 69.5 60.3 59.0 51.1 (2x3) • i) .148 81.4 N 74.5 64.6 63.2 52.5 2 NAILS ei NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. Ia1 NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. IM EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5')WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity (2x4) (2x6) 3 NAILS 4 NAILS i NEAR SIDE 1 NEAR SIDE i NEAR SIDE I NEAR SIDE i NEAR SIDE 1 NEAR SIDE I NEAR SIDE \ ANGLE MAY ANGLE MAY ! ANGLE MAY VARY FROM VARY FROM VARY FROM 30°TO 60° 30°TO 60° 30°TO 60° 14 45.00° 45.00° 45.00° FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL • MiTek USA,Inc. �nI II I ® MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E U MAX MEANROOF HEIGHT=30 FEET MAX TRUSSS SPACING=24'O.C. 1 oo CATEGORY II BUILDING 1 oo EXPOSURE B or C LAA -a ASCE 7-10 DURATION OF LOAD INCREASE:1.60 • DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek USA, Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E W ITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131'X 3.5'NAILS EACH. D-2 X_X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON IL INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH � DIRECTIONS AND: ��"='� , 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR I�liiiiiiii=i1MMI l �I®nniS1 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM mi. immix/1, PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C ,. MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D 'h WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: 1I"` I\ =:11 \I \ REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On `�� X11 \ PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE ,I`\I``I\` TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE \`';\\\I, ' TRUSS MITEK DESIGN DRAWING. `\`i\ —�. .. , '' ''•••,1-�� 111 ��. SCAB CONNECTION PER lII�` ``��'�� r �� i NOTE D ABOVE 'll � �� 11- kl This sheet is provided as a Piggyback connection \. \\ FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all \`�/ EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or \ STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint %,4, and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP W AS SHOWN IN DETAIL. 2) ATTACH 2 x x 4.-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW •imp BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS ��-• GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH • THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 +• MiTek USA,Inc. Page 2 of 2 noI II I G ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD o� Trusses @ 24" o.c. o0 �n HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. L—Jvr [1] (SEE SECTION A A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. MEM 111191, 1 1NA'-3". IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR 1 NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS '—' 2X 4 PURLIN FASTENED TO FOUR TRUSSES '� WITH TWO 16d NAILS EACH.FASTEN PURLIN TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace116111A PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points ISUPPORTING THE BRACE AND THE TWO TRUSSES if needed ON EITHER SIDASNOTED. TOENAILBLOCKING mi TOTRUSSES WTH(2)-10dNAILSATEACHEND1I (5,)---AOdH COMMON WIRE NAILO BLOCKING WITH End Wall s_'_ a_..r. 6 CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE Arib... FOLLOWING NAILING SCHEDULE. �� METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG 401MEMBER ONTHE STRUCTURAL GABLE PER THE FOLLOWING VERTICALNAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADEJAND SPECIES AS THE TRUSS VERTICALS 1NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7.98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL / MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL / MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) 0 0 MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTUR1I1L AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRU ' CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN Y,�` IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. 11 NOTE:SSTUDDS AREANOT AWDDSRESSDED NHEREO. // 11 C STANDARD / GABLE TRUSS ■ • I. eve TECHNICAL BULLETIN April 2010 by,Wtayerhae .;.:- Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)111 Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Screw Type Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE(3) 31/2" 1,435 2,870 4.305 5,740 2,040 4,080 6,120 8,160 3-ply 13/4" (5'/4" Beam) TOP(2) 3'/z' 720 1,435 2.155 2,870 1,020 2.040 3,060 4,080 FACE 3'/2 --- --- --- --- --- 3'/2"+1'/4" ' - - (51/4" Beam) TOP 141 3'/2' 720 1,435 2.155 2,870 1,020 2,040 3,060 4,080 3'/2"+13/4" I FACE! (51/4" Beam) i TOP(3) 3W 1,435 2,870 4.305 5,740 2,040 4,080 6,120 8,160 FACE)2) 6"`5i 1,055 2,110 3.165 4,220 1,360 2,720 4,080 5,440 4-ply 13/4" (7" Beam) (2) ls; _l TOP 6" 705 1,405 2,110 2,810 905 1.815 2,720 3,625 Ii '/2 FACE(3) 3 ' 1,915 3,825 5,740 7,655 2,720 5.440 8,160 10.880 2-ply 1'/4"+ 3'/s" • 6"15) 2,110 4,220 6,325 8,435 2,720 5.440 8,160 10,880'/2 (7" Beam) 3 ' 640 1,275 1,915 2,550 905 1.815 2,720 3.625 TOP(2) 6"(5) 705 1,405 2,110 2,810 905 1.815 2,720 3.625 2-ply 31/2" FACE/ (7" Beam) TOP 121 6"'`' 1,055 2.110 3,165 4,220 930 1.860 2,785 3,715 2-ply 13/4"+ 31/2" FACE/ ,5; (7"Beam) TOP 131 6" 1,055 2.110 3,165 4,220 1,360 2,720 4,080 5.440 l FACE141 6"(5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 1'/4"+31/2" (7" Beam) TOP141 6"(5) 705 1.405 2,110 2,810 905 1,815 2,720 3,625 51/4"+ 13/4" FACE/ (7" Beam) TOP(3) 31/2" 1,915 3.825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notes.connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallame PSL and Microllam5 LVL,but are not recommended for TimberStrand` LSL. Page 2 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser 'Level.Microllam,Parallam,TimberStrand and Trus Jost are registered trademarks and Forte is a trademark of Weyerhaeuser NR 2010 Weyerhaeuser NR Company All rights reserved. ■ TECHNICAL BULLETIN eve April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 2B General Notes • Connections are based on NDS'• 2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100% duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common (0.162" x 31h") nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2" bolts-9/16' 0 maximum holes • 3/4" bolts- 13/16"0 maximum holes a a ■ Lead holes not required for wood screws ,, Si Conc.Load Conc.Load m m Conc.Load Conc.Load 0m `o `o N 7 7 . y . ,es, •-, \--- • .,/ • 7 o.\ . y . 7- 7- 7- /— IL /. 4, 4 w /.. - • „ • o+ // • \.7/ • ` • l'/1 • * l%1 • \EQVQ.\ ,` 2' Max \ (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min. Beam Depth: Min. Beam Depth: Min. Beam Depth: d=7%"for%"a bolts d=91A"for Y2"0 bolts d= 11W for Y2'0 bolts d=91h"for 3/4"0 bolts d= 14"for'A"0 bolts d= 16"for'/"0 bolts Conc. Load Nailed Connection Detail c E Q O • 011r *STAGGER NAILS TO • PREVENT SPLITTING • s • • • 1 16d Sinker (typ) 1 Ii \ 9„ 0.148x31/4" Typ. I (+/_1„) ( " ) L6 Nail Pattern 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com .Weyerhaeuser,iLevel,Microllam.Parallam TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR ©2010 Weyerhaeuser NR Company All rights reserved ■ Ir 'ZI TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) , Additional 3-1%" x 14" Microllam®LVL Beam, Flush Connection ` Required for r Concentrated Face Mount Hanger with 5,000 lbs Reaction Load I. r 2- 13/:' x14" Microllam®LVL' 14" Floor Joists @ 24"o.c., Typ. Beam, Flush I. r 4'-0" >i 15'-0" Partial Framing Plan • Page 6 of 8 w CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,'Level,Microllam,Parallam.TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.®2010 Weyerhaeuser NR Company.All rights reserved. ■ • i •rcrwmlf' A 1 0111 I CT1AI • UIrITIVIPIN• 1=1-Forte-areMEMBER REPORT Level, Floor: Flush Beam software ) 3 PIECE(S) 1 3/4"x 14" 1.9E Microllam® LVL PASSED ,al.i,,:,,n is 1 Il Ili I j I 15 iii M All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual fj Location Allowed Result LDF System:Floor Member Reaction(lbs) 7595 t..2" 7809 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 rar 1'5 1/2" 13965 Passed(49%) 1.0 Building Use:Residential Moment(Ft-lbs) 25215 02 4'11 7/8" 36387 Passed(69%) 1.0 Building Code:IBC Live Load Defl.(in) 0.356 @ 7.1 13116" 0.489 Passed(L/494) -- Design Methodology:ASD Total Load Defl.(in) 0.456©7'1 7/8" 0.733 Passed(U386) -- • Deflection criteria:LL(U360)and TL(L/240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Total Available Required Support Reactions(lbs) Accessories Bearing Bearing Bearing Dead/Floor/Roof/Snow 1 -Stud wall-Spruce Pine Fir 3.50- 3.50" 3.40" 1641/595510/0 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33" 1164/4045/0/0 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) (1.00) (nonsnow:1.25) (1.15) 1-Uniform(PSF) 0 to 15' 1' 100.0 400.0 0.0 0.0 10'Floor 2-Point(lb) 4' NIA 1000 4000 0 C Location Analysis Shear( sMmbs) Comments Actual!Allowed lb )/LDF Actualo1ent Allowed(Ft—l1 LDF ' -3 6035/13965/1.0 19186/36387/1.0 BOLTS LEFT OF HANGER 2-`-.' 39/12569/0.9 25215/36387/1.0 BOLTS RIGHT OF HANGER For-ten"Software Operator Job Notes 3/25/2010 9:02:21 AM iLevel®Forte"'v1.1.Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888.iLevel8(1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel.Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.a 2010 Weyerhaeuser NR Company.All rights reserved.