Loading...
158,162, 168 OCEAN GATE DR - TRUSSES w 20-00-00 10-00-00 i 603-00 •• 603-00 10-00-00 20-00-00 0 T 6 • 116 o 8 T 8= .F.-.—'. . 1E0 B 88 T6•• 1K S 1. 16 w 1., - - - - - 16 � ,.' 16 8 8 1. 16 8 1 • 16 1: • 16 I. 16 7-00-00 1 -1 - �,,ii- F01 - - - _ 11711,441 •••u1yi ai o e F10(4)] F10(4)1 ° I 111 ` p02(6)1 I I ,., o I• . rll r___..__-_ rn I —la ,I 0 R r1Z - Fl2°'v a'S o ` III oo 0 OW n •,. u N W 8 ° `S�3 )W °1-12 r1Y° 7 w rtT3 I ° 8 8 111 J. (1.) 0 AA HAI F Q ° Yls• n° N n hW • rW i . rl� r Fl• ° =H y M _® o ♦ t _ 1 rrr�c�+ ��'vi I,_ o 11-05(3)I r II 6`_i F23 i6(3� o I o I�"",1 •. —A ,I. Y r ttt I ' F LL ,_ o o F06(38 ,I U. F�(ab I Flt I no *I. II1 e I t - F97 .Inti) F1D(31 - -- - - }ur • - V rut ° , FITZ - ° , _A a •y 1-1.11 r01 , M' 3-0,-00 °- rlr r ry 3-0.00 o 1400 o rin - ) - v 1-0-00 rm 19-10-00 16-03-00 _ 16-0500 1&10.00 • 20.00.00 160640 16-05-001 20-00-00 EXTERIOR WALLS HAVE BEEN HELD BACK 1/2" FOR SHEATHING • MITEK PLATE APPROVAL #'S 2197.2-2197.4, WEYER 4.11111' �► . • HAUSEF HATCH LEGEND 8 1-1rea 17:, Cope 1777A 17'7" • Geral Not. -Per ANSI l PI 1.2002 a0'Trus to Wag" connections are the renponoibility of the Building Designer,not the Truss Manufacturer. -Use Manufacturers•pedrratione for a8 hanger connections unless otherwise. -Themes to be 21'or.U.N.O. -A1113 are to be Simpson or equivalent U.N.O.•Use 10d ,i x 1 Ur N m ru lunger oonneetions to single ply girder tsses. lyam. ` ? ..-.)• tot desiped topWDort brick U.N.G r viz)t� a. U As ere FeerlochaP Sixteenths •� a d C G Ll 3eDcl L F; C. a) Q ID 0's_ 1� C C t‹. "� > , >_W c. O. .Jl. rna Q. e 1 dcry ,,Illlik c d Q . $'j W ,E ON• , ••age will be by Builders • / C V ZFl * nesse approved writing Ent* . k` E v ^•rl \! i W c�) !.�"`1 : ...Olive tot so plats.Any.ACQ 1' *that t t O cop. ink with truss is G.e.era4bed en t 72.11.00 p s_ ,v ar „ G app. .barrier a 'ed fine. ` fB X y• t" y Q oe to RCSI�t1 Summary Shen-Guide for handling6 v ,, ,s 0 Bracing ot'MM.l Plate Connected Wood True' for and 8-00-00 0 31412 0 30fiW 8-00-00 - 30&12- 3-10-12- 80400 3.04W 31412 - C , „ d en tams installation. C p •��..,. i l enation ors..bdlla luaemoni pt. .n to lb of e f 1111 er 4 C E 3 3 !C '�_ "----a 2. • 1 B 3 3R !:.. °'�-.�' '�' `. .menu and Oela oanditiane of the atpmwn swme� Ir. i m o ^� �•.1 i'' „ w2 C (V) •erred or flipped tayoui a required.it w�11 be sup no .4.02-00 4.00 00E. 4-CD-00 4-0000 E. 4 t �� .0 to coat M Builders FSntSouroe. ,�,. t f 1 r 3 [J 1 i.the tro taus atty of Me adjuConsted for plumbing a mele t it, ar C em of truces are adjusted for plumbing deop, �' I. C a.em....so the trusses do not tnterf r7 with Wipe of . 1 _.. , .W)122 6 t s. �e I . /� U .l - •- C„' common framed roof or floor oymems must be design s to ' t 1 — c z. R E a trope.T troprens loads on craws the floor crabet.. �, j a 0 s o have.not been designed to carry any ddittonq( do • 3 inn 1'. , m above.. v C vO el a_ i -j ix y,-0 N j. ie a ow.I inn mnn pl.was not...fed by 4 .but L. rather by the Builder.FintSouroe staff and is sol y used • y �� 2 8 s an installation guide end dos not ra1wro•trod. late _ •1 ' truce erypnsrinR end analysis ran be fund on l�b.�,�IIn.'”"design ;t r0 - ^ L` wings which may to-sled by the mss dsi®et�gper. 7/ + u ll.l K '�� ii- L t(. deeigmed eymmetn�lly.%rase r 'rpo the individ erase .s • wings ctrl true pl�ement plansbr proper OR and • • • to#� tJ• • :f . t ,• • •�,� ✓... Q ^r r. F\. , � , • • d Builders ldla, F i rstSo u rc e 20-00-00 1608-00 160500 20-00-00 Freeport PHONE:850-835-4541 FAX:850-835-4532 Jacksonville PHONE:904.772-6100 FAX:904-772-1973 Tampa PHONE:813-621-9831 FAX:813-628-8956 HABITAT FOR HUMANITY •- 166,162,158 OceanGate Drive 114.11 Triplex — te..n a, preanal I.ra 05/31/2016 RRV 817241 PRODUCT #'S 1630.2-1630.10 8172x �`41 X17241 mum mit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Mileka FIE COPY RE: 817229 - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: tt Customer Info: Habitat for Humanity-Beaches Project Name: 817229 Model: Quadpiex I eviseld5 Lot/Block: . Subdivision: 154,150,146,142 OceanGate Driv Address: Jacksonville, Florida City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Woodward, Elizabeth A., PE License #: 61947 Address: 9719 Heckscher Dr. 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 47 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 Date No. Se ,c,.-"*'f ioe •Name 'Cate-- - ' - --`` ` 1 T8731860 CJO4 5/31/016 18 Eri ,,,,,, __ ,� ill i rA l l i t•- G REVIEW' 2 18731861 CJO5 5/31/016 19 T87 1878 F15 5/31/016 3 T8731862 CJO6 5/31/016 • 8 31: s 101:raw ngs o tap ; stamp Is affixed have been reviewed for 4 T8731863 EJ02 5/31/016 21 T87317.:r ' - tip • of the structural conal eying prepared by and the Professional Engineer identified 5 T8731864 F01 5/31/016 22 T87311618&w fr1 s acknowle. Olfines not lessen the Delegated Engineer's 6 T8731865 F02 5/31/016 23 T87318820n-1#y19ies ass. at.SIStt/s ; preparation of said documents, nor relieve 7 18731866 F03 5/31/016 •'' . • "'T.7-1 within the same. 18 1T8731867 ' F04 5/31/016 25 118731::' .,;.<1 , 1/,Q1 • 9 T8731868 F05 5/31/016 26 T8731":• t: A'� isY D AS f�:'DTED Cl NOTA ROVED 10 T8731869 F06 5/31/016 27 T8731886 F23 5/31/016 , 11 T8731870 F07 5/31/016 28 18731::7 F24 5/31/016' • ! / 12 18731871 F08 5/31/016 29 18731":":8 HJO' '' 5/31/016 L 113 118731872 1 F09 1 5/31/016 130 118731889 1101 15/31/016 1 114 118731873 1 F10 1 5/31/016 131 118731890 1102 _ 15/31/0161 15 18731874 F11 5/31/016132 1T8731891� 103 01/0161 ' 116 118731875 F12 5/31/016 33 T8731892 T04 1 5/31/016' 17 T8731876 F13 5/31/016 34 T8731893 TQk • ,-- 3. , .5131/01§. . t f.1•�-,,,r-. , _. '.:.• , , - .. , I .. a . The truss drawing(s) referenced above have been prep. -4 i ,t •: � ,. ��.:flt ��ri�r,-t;taui �� Industries, Inc. under my direct supervision based on t --:: : I • FILE COPY RE: 817229 - Site Information: Customer Info: Habitat for Humanity-Beaches Project Name: 817229 Model: Quadplex Revised Lot/Block: . Subdivision: 154,150,146,142 OceanGate Driv Address: Jacksonville, Florida City: Duval State: Florida INo. Seal# Truss Name Date 35 T8731894 T06 5/31/016, 36 T8731895 T07 5/31/0161 37 T8731896 TO8 5/31/016 1 38 T8731897 T09 5/31/0161 39 T8731898 T10G 5/31/016 40 T8731899 T11 5/31/0161 41 T8731900 T12 5/31/0161 42 T8731901 T13G 5/31/0161 43 T8731902 T14G 5/31/016 1 44 18731903 T16 5/31/016 45 T8731904 T16A 5/31/0161 46 18731905 T16B 5/31/016 1 47 T8731906 T16C 5/31/016 • 2 of 2 a a -m - lilt Lumber design values are in accordance with ANSI/TPI 1 6.3 . • . . These truss designs rely on lumber values established by others.section MiTek? FILE COPY RE: 817229- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Ta/n pa_F L.33610-4115 Customer Info: Habitat for Humanity-Beaches Project Name: 817229 Model: Qua p e evised Lot/Block: . Subdivision: 154,150,146,142 OceanGate Driv Address: Jacksonville, Florida City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Woodward, Elizabeth A., PE License#: 61947 Address: 9719 Heckscher Dr. City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 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 47 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 NameDate No. Seal# Truss Name Date 1 T8731860 CJO4 15/31 /016 18 T8731877 F14 5/31/016-1 2 T8731861 CJO5 15/31/016 19 T8731878 F15 15/31/016 1 3 T8731862 CJO6 1,5/31/016 20 118731879 F16 15/31/016..1 4 T8731863 EJ02 15/31/016 21 118731880 F17 15/31/016i 5 T8731864 F01 5/31/016 22 _ T8731881 F18 )5/31/016_1 ,6 _ T8731865 F02 5/31/016 23 T8731882 F19 I5/31/016J L T8731866 F03 5/31/016 i24 1T8731883 F20 5/31/016) 18 T8731867 F04 5/31/016 :25_/8731884 ,f21 _15/31/ 016_1 / [9 T8731868 F05 ;5/31/016 126 1T8731885 1F22 15/31/016 I 110 T8731869 1F06 -. 15/31/016 '27 118731886 F23 15/31/0161 111 T8731870 F07 15/31/016 28 118731887 F24 5/31/016 1 112 T8731871 F08 5/31/016 29 _178731888 HJO2 5/31/016 113 T8731872 F09 5/31/016 .30 _._ T8731889 T01 5/31/016 14 T8731873 F10 5/31/016 31 1T8731890 T02 5/31/016 115 T8731874 F11 5/31/016 32 T8731891 T03 5/31/016 L16 T8731875 F12 5/31/016 33 T8731892 ,104 5/31/016 17 T8731876 F13 5/31/016 34 T8731893 1105 _ 5/31/016 The truss drawing(s) referenced above have been prepared by MiTek �is`��ER 'tiiii.P. , Industries, Inc. under my direct supervision based on the parameters �.„•_,p..\-•„ ..... . /ti .., provided by Builders FirstSource-Jacksonville. :.` ,.��G E NS• .,'L '�' Truss Design Engineer's Name: Finn, Walter • No 22839 My license renewal date for the state of Florida is February 28, 2017. *t 1* it IMPORTANT NOTE:Truss Engineer's responsibility is solely for :5)** STATE STATE OF :: ” design of individual trusses based upon design parameters shown �0,.. . 4v� on referenced truss drawings. Parameters have not been verified �,,��`S;•< O R \p P �.% 4. as appropriate for any use. Any location identification specified is �1117s/0NA���,%`�, for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the Walter P.Finn PENo.22839 responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FL Cert 6634 6904 per ANSI/TPI-1, Chapter 2. oParkeEast Blvd.Tampa FL33sto ate: May 31,2016 Finn, Walter 1 of 2 RE: 817229 - Site Information: Customer Info: Habitat for Humanity-Beaches Project Name: 817229 Model: Quadplex Revised Lot/Block: . Subdivision: 154,150,146,142 OceanGate Driv Address: Jacksonville, Florida City: Duval State: Florida Seal# ..Truss Name Date [.‘10. 5 T8731.894 T06 5/31/016 ___ T8731895 1T07 15/31/016 I 137 1T8731896 1 To85/31/016 138 1T8731897 1T09 5/31/016 39 1T8731898 I T10G 5/31/016 140 178731899 1T11 5/31/016 141 1'8731900 1T12 5/31/016 42 1T8731901 J T13G 5/31/016 '43 T8731902 I T14G 5/31/016 144 T8731903.,_1-116 5/31/016 (45 T8731904 1 T16A 5/31/016 146 T8731905 11-16B [5/31/016 47 T8731906 T16C '5/31/016 2 oft Job Truss Truss Type Qty Ply . . • T8731860 81722% CJO4 JACK-OPEN TRUSS 8 1 Job Reference(optional) Builders FirstSource, Jacksonville.Fl 32244 7.640 s Apr 19 2016 MITek Industries,Inc Tue May 31 13:05:32 2016 Page 1 ID:_BkMQOgICcvBY V7m4?iycCyToxk•ONcS 11 axCdGAns9ptRdCMmS_Rpg8QPMU_GxzaBzB_WX -2-0-0 i 1-0-0 2-0-0 1-0-0 Scale=1:6.9 3 4.0012 2 1, .011111111111111111111111 4 1 2 . `kl" 3.4= . , t-0-0 , 1-0-0 Plate Offsets(X,Y)— f2:0.1-6.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:6 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=264/0-3-8,4=90/Mechanical Max Horz 2=70(LC 8) Max Uplift2=-298(LC 8),4=-90(LC 1) Max Gray 2=264(LC 1),4=120(LC 8) 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.Opsf;h=24ft;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 psi 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 4)Referr to girder(the orbottom ss o truss chord and any other members. ttlit%%0�- R 'p. •il 5)Pr29dde mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) `%•`0,1•..E S' . . F/4w I # 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :� •'\,\Cr �.•'.I•• .Y IP No •22839 ' *: :* • • 1 •cc. .:....,3. TAT F :% � • •4j• R, P-c. • • • F 't 0NM •-%••` imiti Walter P.Finn FE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 AWARMNG•Welly design paremerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 511.7473 rev.10/03/2015 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 a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPII Quality Criteria,DSB-59 and BCSI Building Component 8904 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 pry Ply T8731861 817229 CJO5 JACK-OPEN TRUSS 8 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Toe May 31 13:05:32 2016 Page 1 ID_8kMQOglCcvBYV7m4?iycCyToxk-ONcSllaxCdGAns9ptRdCMmS_tpipOPMU_GxzaBzB_WX I -2-0-0 3-0-0 I 2-0-0 3-0-0 Scale=1:10.3 3 4.0012 n 2 1 \i/(V ♦ 2x4 = 4 1 I 3-0-0I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Inc( YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:12 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) 3=29/Mechanical,2=254/0-3-8,4=14/Mechanical Max Horz 2=97(LC 8) Max Uplift3-36(LC 12),2=-232(LC 8) Max Gray 3=29(LC 1),2=254(LC 1),4=42(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=3.0psf,h=24ft;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. ,,�rttf tr<�ft 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) .0 -r ER P. A-'1, 2=232. ,s,``%tr . . • /4, #, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `�� V.•'�0 E N. •• 'v •'• C. • No 22839 r •JI • r?�• TA 'OF O P "°i F •• R .• 0•• lti�'c N XwA Walter P.Ann PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 A WARNING-V.My design parameters and READ NOTES ON THIS AND INCLUDED BITER REFERENCE PAGE MI-7473 rev.1x'03/2016 BEFORE USE Design valid for use only with Weld)connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 ANSI/TPM 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 • - r T8731862 81722; CJ06 JACK-OPEN TRUSS 8 1 Job Reference(optional) Bmlders FMMSouoa, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries.Inc.Tue May 31 13:05:33 2016 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk- ?R88Rv_?9dD0m9sodDwhWBezB_WiN -2-0-0 5-0-0 i 2-0-0 5-0-0 Scale=1:13.7 3 _ 4.0012 u: 2 11 NV 1 Ali.2x4— 4 I 5�0- i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:19 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 Installation guide. REACTIONS. (lb/size) 3=102/Mechanical,2=299/0-3-8,4=24/Mechanical Max Horz 2=132(LC 8) Max Uplift3=99(LC 12),2=-240(LC 8) Max Gray 3=102(LC 1),2=299(LC 1),4=72(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=3.0psf;h=24ft;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. ,`. 111111►►Ii,` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) `� .ER P F/1,,,i� 2=240. %••_%11.,V ... .IAw- , 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� V.•• •C E N S • 'V• i. :� ' \- i..• ,i No 22839 *: :* • • 11.-N,�* TAIL F + A • ►►inn Walter P.Ann PE No.22839 MiTek USA Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 r I AWARNING-Ve Verify design parameters and READ NOTES ON THIS AND INCLUDED 8a7EK REFERENCE PAGE 111-7473 rev.10/03/2015 BEFORE USE 1111' Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or lard 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 ANSIfTPII Quality Criteria,OSB-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 78731863 817229 EJ02 Jack-Partial Truss 20 1 Job Reference(ootionan Builders Fi stSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:33 2016 Page 1 ID_8kMQOgICcvBYV7m4?iycCyToxk-UZANNaZzwOOPOk?R88Rv_?37Dy?9scdDwhW6ezB_VVW I -2-0-0 1 7-0-0 I 2-0-0 7-0-0 r' Scale=1:17.9 3 I 4.00 12 • tel ,n tZ N A rV N N A 2 _— 11 1 IlaA — 4 I 7-0-0 I 7-0-0 Plate Offsets(X,Y)— f2:0-2-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.13 2-4 >639 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.22 2-4 >365 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:25 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=164/Mechanical,2=355/0-3-8,4=34/Mechanical Max Horz 2=119(LC 8) Max Uplift3=-100(LC 12),2=174(LC 8) Max Gray 3=164(LC 1),2=355(LC 1),4=102(LC 3) FORCES. (lb)-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=24ft;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 4)Refer to girder(s)een for trusttom chord truss connand any eer ctions. members. ,```,,c ER�P Ir ,,,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=100, ��aQ.�•,. •. //`w I�j 2=174. •` ` ••• \C,E N S''• l iii 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. , / V F''•. 1 No 22839 *: �* • 7:-:31\le,t;:ftlicA0:1*A-v..611,1%:icrz:: Walter P.Ann PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11I-7473 rw.10'03/2015 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 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 budding 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,dekvery,erection and bracing of trusses and truss systems.see ANSITTPI9 Quality Coterie,Ds8-s9 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 s . T8731864 817229 F01 GABLE 4 1 Job Reference(optional) Builders FirstSouree, Jacksonville,Fl 32244 7.840 s Apr 19 2016 MTek Indwbies,Inc.Tue May 31 13:05:34 2016 Page 1 ID_BkMQOglCcvBYV7m4?iycCyToxk-yljDjjbCkEWt1AJB_rfgRBYOOdP8uJJnRaQ4e4zB VW .1 0-k8 0-kri Scale=1:33.8 3x3= 3x3 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 e e e e e a e a a e o d I' N /x 34 17 • e e s e e e e e e - 32 31 30 29 28 27 28 25 24 23 22 21 20 19 18 17 3x3= 3x3 = 3x3= 34= 1 1512 1 2-10-12 1 4-2-12 1 56-12 1 6-10-12 I 8-2-12 1 9.6-12 1 10-10-12 1 12-2-12 I 13-6-12 1 14-10-12 1 16.2-12 I 17.6-12 7158-2-121 19-9-8 1 .6 1 -12 1-4-0 1-4-01-4-01-4-01-4-01-4-04 1-4-0 1.4-0 1-4-0 10 1x40 1-4-0 00 1512 LOADING(pet) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 Inc( YES WB 0.04 Horz(TL) -0.00 18 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:92 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 oc bracing, Except OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:31-32,17-18. REACTIONS. All bearings 19-9-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,18,30,29,28,27,26,25,24,23,22,21,20, 19 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 1-4-0 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. % ‘ti%11111////,,ly ``•��\--SER P. F� yi • No 22839 TA 'O F •19 ` ,'.SOF'•. R1 ,P- � et///�n1n111�N AV- � Wafter P.Finn PE Noll M(fek USA,Inc.FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: May 31,2016 I mrr A WARNING-Wily design paras and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE Mev 1-7473 r .10903/2015 BEFORE USE leg�- 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 buileng design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always teetered 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 ANS ViPl1 Quality criteria.DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tress Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 • Job Truss Truss Type Qty Ply i_. 78731865" 817229 F02 Floor Truss 14 1 Builders FirstSource, Jackson,/Me,Fl 32244Job Reference 19 2016 eft(optional) 7.640 s Apr 19 2016 Weft Industries,Inc.Tue May 31 13:05:35 2016 Page 1 ID:_8kMQO9ICcvBYV7m4?iycCyToxk-QyHbw3cgVYekeKuOYZAv_P4061ZkdcawgEAdAWiB WU 0-1-8 H I 134/ I lei I 1-10-8 I 0-0 c S I 1:34.3 4x6= 4x6= 1.5x3 = 4x4= 3x4= 1.5x3 II 3x3= 3x3 = 3x3= 1,5x3 II 3x4= 4x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 e 4.23 X .111\,....41.11"/ 111111111\.../ 111111\-illit \i N-/ \ / \ r X 24 0, 0 21 20 19 18 17 16 15 14 13 4 3x3= 4x6= 4x4= 3x6= 3x3 = 1.5x3 II 3x6= 4x4= 4x8= 3x3= 1.5x3 II I 19-9-8 I 19-9-8 Plate Offsets(X.Y)— [1:Edge,0-1-81,111:0-1-8,Edael LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.35 17 >677 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.54 17 >433 240 BCLL 0.0 Rep Stress Ina YES WB 0.67 Horz(TL) 0.08 12 Na Na BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:105 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SPM 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=1069/0-5-4,12=1069/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 22-23=1063/0,1-23=-1061/0,12-24=-1062/0,11-24=-1061/0,1-2=-1097/0, 2-3=-2737/0,3-4=-3828/0,4-5=-3828/0,5-6=-4284/0,6.7=-4268/0,7-8=3813/0, 8-9=-3813/0,9-10=2740/0,10-11=-1096/0 BOT CHORD 20-21=0/2069,19-20=0/3377,18-19=0/4176,17-18=0/4268,16-17=0/4268,15-16=0/4268, 14-15=0/3374,13-14=0/2070 WEBS 1-21=0/1416,2-21=1352/0,2-20=0/929,3-20=890/0,3-19=0/614,5-19=-472/0, 5-18=64/381,6-18=-404/362,6-17=-377/165,11-13=0/1415,10-13=1355/0, 10-14=0/932,9-14=882/0,9-15=0/596,7-15=880/0,7-16=88/282 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,+t*I I I Itgt,, 3)Recommend heo wa is atgbacks,on thei outer ends or resge, trained by ther means.at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ``,`‘��-'�R P Fj�,i,,, No 22839 f` TAT4. , il ii•c<•.,„•'• •" R a • .rA\ ss .., • • • ill 10 Walter R.Finn PE No.22839 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: • May 31,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*11.7473 rev.10/0312016 BEFORE USE Design valid for use only with MTekeparameters connectors.This design is based only upon shown,and is for an individual building component,not lilt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall • building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,dekvery,erection and bracing of trusses and truss systems,see ANSUTPI1 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 t 78731866 81722% F03 Floor Truss 2 1 Job Reference(optional) Builders FirstSource, JadtsonviNe,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:35 2016 Page 1 ID_BkMQOpICcvBYV7m4?iycCyToxk-QyHbw3cgVYekeKuOYZAv_P4or1X3df5wpFAdAVttrB WU 0-1.8 H I 1-3.0 I 1 1-9-0 I 1 1-8-0 1 0- S =1:34.3 4x4= 1.5x3 = 1.5x3 II 5x8= 4x4= 1.553 II 1.5x3 II 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 0 4Nal,..._ a �, e a `. \�� 3CR_ \/ \ . . \ 25 e e _ ee n e. , e 4 22 21 20 18 17 16 15 14 13 1.5x3 I I 4x4= 3x4 = 1.5x3 II 3x6= 454= I 6-1-8 I 19-9-8 I 6-1-8 13-8-0 Plate Offsets(X,Y)— 111:0-1-8,Edae1.117:0-1-8.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.16 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.24 15-16 >664 240 BCLL 0.0 Rep Stress Ina YES WB 0.45 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:105 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.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing:19-20,18-19. REACTIONS. (lb/size) 23=328/0-5-4,12=740/0-3-4,19=1069/0-3-8 Max Grail 23=356(LC 3),12=745(LC 7),19=1079(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23-24=-357/0,1-24=-356/0,12-25=-741/0,11-25=740/0,1-2=-281/0,2-3=-483/0, 3-4=-483/0,4-5=-765/0,5-6=-1931/0,6-7=1931/0,7-8=-2152/0,8-9=2152/0, 9-10=-1698/0,10-11=732/0 BOT CHORD 21-22=0/483,20-21=0/483,17-18=0/1404,16-17=0/1931,15-16=0/1931,14-15=0/2011, 13-14=0/1369 WEBS 4-19=1072/0,1-22=0/357,4-20=0/460,2-22=-275/32,11-13=0/944,10-13=-885/0, 10-14=0/457,9-14=435/0,7-15=-111/404,4-18=0/890,5-18=-921/0,5-17=0/785, 6-17=-339/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. `,%% {f l Mg, 2)All plates are 3x3 MT20 unless otherwise indicated. ••` ER P. "i 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,.‘`t\-'••.. .• i #4"ii 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 ,� V••••c E N•'•• 4 i0 be attached to walls at their outer ends or restrained by other means. ♦ •• \. SF••• 4.•••5)CAUTION,Do not erect truss backwards. No 22839 *: /" •Il • - r X13TAT.E}� '6F •a' Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 8ITEK REFERENCE PAGE IMI-7473 rev.10'032015 BEFORE USE Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not lil . a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing 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,eredion and bracing of trusses and truss systems.see ANSVTPN 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 817229 F04 Floor Truss 2 1 1873 1887 Job Reference(ootionall Builders FirstSource, Jacksonville.Fl 32244 7.640 a Apr 19 2016 MTek Industnes,Inc.Tue May 31 13:05:36 2016 Page 1 ID:_8kMQOgICcvBYV7m4?iycCyToxk-u8 z8PdSGnnbGTTa6Gh8XcdXHQtvM6T3vuvBjyzB_Wf 0-1-8 H I 1-3-0 1 0-8-0 1 1 1-8-0 I 0-1 Scale v 1:27.6 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). • 4x4= 1.54 = 5x8= 4x4= 1.54 I I 1.54 II 1.54 = 1 2 3 4 5 6 7 8 9 e • .12 Y 0 \ / 4 i �/ _� + \ / 21 e ise e - e e e e li e 19 18 16 15 14 13 12 11 4x4= 4x4= 1.5x3 II 3x6 = 4x4= 1 2-1-12 213-0 15-11-8 I 2-1-12 0-1-12 13-8-0 Plate Offsets(X.Y)— [9:0-1-8,Edae],115:0-1-8,Edoel LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.16 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 • BC 0.89 Vert(TL) -0.25 13-14 >656 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:88 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=720/0-3-4,17=995/0-3.8 Max Gray 10=734(LC 4),17=995(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-21--730/0,9-21=729/0,2-3=646/0,3-4=-1848/0,45=1848/0,5-6=-2092/0, 6-7=-2092/0,7-8=1660/0,8-9=-719/0 BOT CHORD 15-16=0/1298,14-15=0/1848,13-14=0/1848,12-13=0/1962,11-12=0/1344 WEBS 2-17=921/0,9-11=0/927,8-11=869/0,8-12=0/440,7-12=-419/0,5-13=-97/486, 2-16=0/860,3-16=912/0,3-15=0/868,4-15=370/0 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 ,,1;11111/g/14 ;11111/g/, 5)CAUaTION,Do notched to lls at erect trulr outer ends ss backwardsr restrained by other means. %%%•‘Pk 1 ER•P. /C,'Y 4P,,, Sr. GENS ,:/1' ••. No 22839 e r. e• *; :*, -fl: € F :a„ t TAl[ F •is •e♦R♦e• •♦ C?S%� i',i�s�0NA11���%% tIt Walter R.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE II Design valid for use only with Weld)connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. ek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and buss systems,see ANSUTPII Quality Criteria,DSB-$9 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 Py 1 • T8731868 81722% F05 Floor Truss 6 1 Job Reference(optional) Builders FIrs4Souree, Jacksonv6e,Fl 32244 7.640 a Apr 19 2016 MTek Industries,Inc.Tue May 31 13:05:37 2018 Page 1 ID:_BkMQOgI CtaIBY V 7 m47rycCyToxk-MKP W d419uSud2mg_DN3gAk8q Db5XLD7YIk FPzB_W S 0-1-8 H I 1-3-0 1 0-6-0 1 1 1-11-0 I 0-p.,8 Scale=127.6 4x4= 454= 1.54 = 3x4= 4x4 =1.5x3 I I 34 = 1.54 II 3x3 = 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 e 0 q e e— N N / N / N e e 719 \ / X / \ _ M 20 7 e e e �� e e 17 18 15 14 13 12 11 34= 4x8= 3x4 = 4x4 = 1.54 I I 356 = 3x4= axe= 34=- I I 15-11.8 I 15-11-8 Plate Offsets(X.Y)— 11:Edoe,0-1-81.19:0-1-8,Edaei 115:0-1-8,Edoe1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.19 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.29 13-14 >650 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:84 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.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=858/0-3-4,10=858/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-856/0,1-19=-855/0,10-20=-853/0,9-20=852/0,1-2=863/0,2-3=-2049/0,3-4=-2732/0,45=2732/0, 5-6=-2733/0,67=2733/0,7-8=-2060/0,8-9=859/0 BOT CHORD 16-17=0/1611,15-16=0/2502,14-15=0/2732,13-14=0/2732,12-13=0/2486,11-12=0/1613 WEBS 9-11=0/1108,8-11=1048/0,612=0/622,7-12=592/0,7-13=0/336,5-13=-369/249,1-17=0/1113,2-17=-1041/0, 2-16=0/608,3-18=-630/0,3-15=0/677,415=411/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ``�10111III/II/,�,I ee .` �.•'•cEivs s'•• IL : No 22839 ,13 i,TASk. F . / i .,tit s+fONA'ONA'dos% Walter P.Rnn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Woke)connectors.This design is based only upon parameters shown.and is for an individual building component,not . a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrkcaton,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-88 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 r Job Truss Truss Type Qty Ply 78731869 817229 F06 Floor Truss 6 1 Job Reference(optional) Builders FirstSouree, Jadraonvlle,Fl 32244 7.640 s Apr 19 2016 Mi rel Industries,Me.Tue May 31 13:05:37 2016 Page 1 , ID_BkMQOglCcvBYV7m4?iycCyToxk-MKPLLId419uSud2mg DN3gAkFgEG5XOD7YfkkFPz6 WS 1 1-3-0 1 E- H 1 1-9-4 I 0118 Scab=1:27.2 4x4= 454 = 3x4 = 4x4=1.553 II 3x3= 1.553 II 3x3 = 354= 1.553 = 1 2 3 4 5 6 7 8 9 e e • e / N /'\— N—/ .\, /, \\ . 6 19 E. j - e e s e e ' 18 17 16 15 14 13 12 11 K 1.54 I I 4x6= 354 = 4x4 = 1.5x3 II axe= 3x4= 4x8= 34= I 15-8-4 I 15-8-4 Plate Offsets(X.Y1— 11:Edge,0-1-81.19:0-1-8,Edge),115:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.18 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.27 13-14 >682 240 BCLL 0.0 Rep Stress Ina YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight 82 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=852/Mechanical,10=846/0-3-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-849/0,10-19=-842/0,9-19--841/0,1-2=-813/0,2-3=-1991/0,3-4=2659/0,4-5=2659/0,5-6=2672/0, 6-7=-2672/0,7-6=-2023/0,8-9=-846/0 BOT CHORD 16-17=0/1557,15-16=0/2438,14-15=0/2659,13-14=0/2659,12-13=0/2437,11-12=0/1588 WEBS 9-11=0/1091,8-11=-1032/0,8-12=0/605,7-12=576/0,7-13=0/319,5-13=342/256,1-17=0/1105,2-17=-1035/0, 2-16=0/603,3-16=-622/0,3-15=0/649,4-15=390/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. ,1111111 h/1 5)CAUTION,Do not erect truss backwards. ,,�01-I-ER P A!IIS , • No 22839 *: ;* 11•13t> TA ), : :: F •,° °I ")/0NM ,t.- 01``‘ Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parley East Blvd.Tampa FL 33610 Date: May 31,2016 r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 811.7473 rev 10,03/2016 BEFORE USE. t 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, 1 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 ANSUTPII Quality Criteria,D8B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply r 78731870 81724 F07 Floor Truss 2 1 Job Reference(optional) Builders Fkstsowcs, Jadceonvie,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:38 2016 Page 1 ID:_8kMQOglCcfl3 7m4TiyeCyToxk-gXzkY4eioTOJVncyDhkcc1iyXEdvgxFMMCOHnrzB_WR 0-14 H I 1-3.0 I -I 1 1-10-8 I 0-148 Seale=1:34.9 1.5x3 = 7x8 II 4x6 I I 2x6 I I 34 II 4x6 II 4x6 II 2x6 I I 5x6 II 1.5x3= 1 2 23 3 4 5 6 7 8 9 10 11 9 ": 7./-____-. „. -N-Hj-,NNN,N 7 e el. I6 22 21 20 19 18 17 16 15 14 13 12 7x14 MT2OHS= 5x46 II 4x6 II 2xc6 II 2x6 I I I 19-9-8 1 19-9-8 Plate Offsets(X,Y)— [1:0-1-8,0-0.81.16:03-0.Ed0e1,17:0-3-0,Ed:el,111:0-1-8,Edoeh 111:0-1-8,0.0.8E 116:0-3-0,0-0-01.117:0-3-O,Edael LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.28 17-18 >850 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.44 17-18 >539 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:162 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=2024/0.5-4,12=1306/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=2018/0,11-.12=-1300/0,1-2=2432/0,2-23=-5893/0,3-23=-5893/0,3-44-6953/0, 4-5=-6953/0,5-6=6921/0,6-7=-6582/0,7-8=5559/0,8-9=5559/0,9-10=3852/0, 10-11=-1464/0 BOT CHORD 20-21=0/4747,19-20=0/7037,18-19=0/7151,17-18=0/6582,16-17=0/6582,15-16=0/6582, 14-15=0/4813,13-14=0/2853 WEBS 11-13=0/1879,10-13=1805/0,10-14=0/1322,9-14=1273/0,9-15=0/966,7-15=1581/0, 7-16=0/453,1-21=0/3123,2-21=3008/0,2-20=0/1516,3-20=-1513/0,3-19=31410, 4-19=0/325,5-19=-256/0,5-18=544/0,6-18=0/927,6-17=-627/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 11111111111! 3)All plates are 6x8 MT20 unless otherwise indicated. ,,�0,� .R P !I!' -1 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,•`Q`\;• • /A, !., 5)Recommend 2x6 strop backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strom backs to •♦ '— •E Aid.- Y� 9 9 Pa g ,� .• �c 0 be attached to walls at their outer ends or restrained by other means. e .. V F•'•• • 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1261 lb down at 3-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,� N 0 22839 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r. *i :* LOAD CASE(S) Standard •"p:�li;.-C;;Ils'413r: y :(r: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 i� i! TATE. F4...,�Uniform Loads(plf) OTTVert:12-22=10,1-11=-100 i•,' `RiConcentrated Loads(lb) ♦Vert:23=-1181(F) �• A1.��s�``, 11111111111 Wafter P.Ann PE No.22839 MiTek USA,Inc.Ft.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 rev.10/0./2018 BEFORE USE Design valid for use only with Mack®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M ITB k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPN Quality Criteria,DSB-$9 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 T8731871 617229 F06 Floor Truss 2 1 Job Reference(oolionall Builders FeatSourre. Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:38 2016 Page 1 ID_8kMQOglCcvBYV7m4TiycCyToxk-gXzkY4eioTOJVncyDhkccl ivDEbXq_RMMCOHnrzB_WR I 1-3-0 I I 1-2-12 I Clit 1.54 = Scale.1:11.8 6x8= 24 II 3x8 II 4x6 II 1 10 2 3 11 12 4 -• = • Y s e 1.5r3 II 4x6 = �. 9 8 7 6 4x6 = 2x4 II 4x4= I 4-1-4 1 5-7.4 I 4-14 1-6-0 Plate Offsets(X,Y)— f2:0-3-0,Edpel,14:0-1-8.0-0-81,f4:0-3-0,Edoel.15:Edoe,0-1-81,f8:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.07 6-7 >926 240 BCLL 0.0 Rep Stress Ina NO WB 0.54 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:41 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1281/Mechanical,5=1604/0-7-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=1329/0,4-5=1612/0,1-10=1568/0,2-10=-1568/0,2-3=-1568/0,3-11=-869/0,11-12=876/0,4-12=-883/0 BOT CHORD 7-8=0/1568,6-7=0/1568 WEBS 4-6=0/1132,1-8=0/2040,3-6=918/0,2-8=1115/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)805 lb down at 1-1-8,and 806 lb %%ttt l 11111,,, down at 3-1-8,and 839 lb down at 5-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of ��‘‘ ER P 1 4f others. `• \- ' ' I� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,��4J•. ........'l'�' %• "- Fes'•• i LOAD CASE(S) Standard ' '• NO 22839 o 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 .•k • Uniform Loads(plf) * ;* Vert 5-9=10,1-4=100 Concentrated Loads(Ib) ;.0 4* c.= Vert:10=752(B)11=752(B)12=-785(B) "i/3: TA F :14/+' • "4/0NAi E�.1s l%%• nR Wafter P.Finn PE No.22839 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M ITEK REFERENCE PAGE a11-7473 rev.11103/2015 BEFORE USE Design valid for use only with Web.connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and popery incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or lard members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation,storage.delivery.erection and bracing of busses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 78731872 81722$ F09 Floor Truss 2 1 Job Reference(optional) Builders FiratSource, Jad'.sonvi6e,Fl 32244 7.640 a Apr 19 2016 MTek Industries,Inc.Tue May 31 13:05:39 2016 Page 1 lD_BkMQOgICcvBYV7m47iyC(yToxk-IjXBmQfl(m8A7xB9nPFr8FF9ue?uZWEWlb6BrKHzB WO 0-1-8 I---1 I 1-3-0 I I 1-9-4 i Scale:1'=r 3x3= 1 34 = 21.54 II 3 34= 4 10 ' L 11 • 1. — • 1.5x3 = qq e a • ili 1.5x3 II 31x3= 8 7 6 3x3= 3x3 = 3x3= I 4-9-4 I 6-3-4 I 4-9-4 1.60 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.04 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(TL) -0.06 7 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.24 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:35 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. (Ib/size) 9=325/0-5-4,5=325/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=353/0,1-10=352/0,5-11=-328/0,4-11=328/0,1-2=-390/0,2-3=390/0 BOT CHORD 7-8=0/390,6-7=0/390 WEBS 4-6=0/307,1-8=0/495 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,.,t111111ttttt�, .` y,. 'GENS• 4/4 '0 No 22839 *: :* :�• TAS F I::: (;7/1 x • litimsitit- Wafter P.Ann PE No.22839 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 a A WARNING-Very design parametws and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE 1111 . Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual tons web and/or chord members only.Additional temporary and permanent braang 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InfomuMion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job • Truss Truss Type Qty Ply T8731873' • 817229 F10 Floor Truu 14 1 Job Reference(optional) Builders FlrerSource, Jacksonville,Fl 32244 7.610 s Apr 19 2016 MiTek industries.Inc.Tue May 31 13:05:39 2016 Page 1 lD:_8kMQOgICcvBYV7m4?iycCyToxk-IjX6mQfIQm8A7xB9nPFr8FF6XevrZRpW M8rKHzB_WQ 0-1-8 �, Hi 130 1 I 2-1-4 IF 1 0.186 Sca 1:27.7 4x4= 4x4= 1.5x3 = 3x4= 3x4= 1.5x3 I I 39 = 3x3= 3x4 = 1.5x3 = 1 2 ' 3 4 5 6 7 8 e e• e. v /•X /. 18 0 19 e ' 1g 16 15 14 13 12 11 10 3x3= 4x6= 3x4= 3x4 = 1.59 II 3x3= • 3x4= 4x6= 3x3= I 16-04 I 16.04 • Plate Offsets(X,Y)— 11:Edoe.0-1-81,18:0-1-8,Edoe1,f14:0-1-8,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.17 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.26 13 >718 240 BCLL 0.0 Rep Stress Ina' YES WB 0.53 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:83 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.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=861/0-30,9=861/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=-857/0,1-18=-856/0,9-19=-856/0,8-19=-855/0,1-2=-865/0,2-3=-2067/0,3-4=-2787/0,4-5=-2787/0, 5-6=-2707/0,6-7=-2075/0,7-8=-862/0 BOT CHORD 15-16=0/1621,14-15=0/2499,13-14=0/2787,12-13=0/2787,11-12=0/2506,10-11=0/1619 WEBS 1-16=0/1115,2-16=1051/0,2-15=0/620,3-15=602/0,3-14=0/612,4-14=-274/0,8-10=0/1111,7-10=1053/0, 7-11=0/635,6-11=-600/0,6-12=0/415,5-12=-439/136 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `,,,111/illfff�f�,' v-. c• • ENd .. ','•, No 22839 ' *:* � `` :?3� TA F ' .1 14,E '• • , F ' R P,r`\`,�� G.N4 NN 4ffffn 111NN� Walter P.Ann PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 AWARNING-Verlry design param ars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev.1603/2016 BEFORE USE 1111• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or lard 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 ANSIRPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. • Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply a • 78731874 81722% • F11 Floor Truss 2 1 Job Reference(optional) Builders Fiat50uoe, Jacksonville,FI 32244 7.840 s Apr 19 2016 MTek Industries,Inc.Tue May 31 13:05:40 2018 Page 1 ID_8kMQOgICcvBYV7m47iycCyToxk-nv5UzmgyK4G115mLL6m4hSoJe2IdlgOfgVtOOskzB_WP 0-1-8 H I 1-3-0 I 1 1-7-12 1 10-7-8 1 0p.i8 Sale 127.7 • 1.54 = 1.5x3 = 4x6 II 3x6 II 3x6 II 2x6 II 24 11 44 11 640 = 24 II 2x6 11 3x6 II 1 2 3 4 5 6 21 22 7 8 9 10 • • • N zi, • 1 e.j rtt — —N. - e e e e ,---e e 21 19 18 17 16 15 4113 12 3x3= 4x4= 3x3= 3x3= 3X3= 4x8= 3x3 11 3x4 = 3x3= 3x3= • 1 12-3-4 1 16-0-4 1 12-3-4 3-9-0 Plate Offsets(X,Y)— 11:0-1-8,0-0-81.14:0-3-0,Edoel.15:0-3-0,0-o-01,/8:0-3-0.Edael.19:0-3-0,0-0-01,f10:0.1-8,0-0-81,113:0-1-8,Edael • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.07 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.12 17-18 >999 240 BOLL 0.0 Rep Stress Ina NO WB 0.79 Horz(TL) 0.03 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:108 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. (lb/size) 20=687/0-3-0,11=145/0-3-4,14=2054/0-3-8 Max Uplift11=288(LC 3) Max Gray 20=690(LC 10),14=2054(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-683/0,10-11=0/314,1-2=-695/0,2-3=1587/0,3-4=-1789/0,45=1789/0, 5-6=-1789/0,6-21=-389/0,21-22=-389/0,7-22=-389/0,7-8=0/516,8-9=0/516, 9-10=0/515 BOT CHORD 18-19=0/1296,17-18=0/1838,16-17=0/1789,15-16=0/1546,14-15=-915/0,13-14=-915/0, 12-13=-516/0 WEBS 7-14=-2043/0,1-19=0/897,2-19=-816/0,2-18=0/395,3-18=340/0,3-17=-127/260, 7-15=0/1658,6-15=-1570/0,6-16=259/340,10-12=-655/0,9-12=0/319,7-13=0/633, 8-13=-292/0 NOTES- tttl i/I/►J 1Unbalanced floolive loads havebeen considered for this design.late capable of withstanding 288 lb uplift at joint 11. �� 14 •,t\'ER . '" ,1F 2) ie Provide mechanical connection(byothers)of truss to bearing ` _`Q`•• ..... . A,,4� 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � v . E!id...'4',1i 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 . .s,�G ' .. i• be attached to walls at their outer ends or restrained by other means. : • • i 5)CAUTION,Do not erect truss backwards. No 22839 •: �. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)734 lb down at 10-3-4,and 281 lb : *;• .* •�_ down at 11-5-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. - r-,, ,*(..6;) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). .:-°14: 11LOAD CASE(S) Standard : Job Truss Truss Type Qty Ply T8731875 817229 F12 Floor Truss 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 a Apr 19 2016 MTek Industries,Inc.Tue May 31 13:05:41 2016 Page 1 ID:_8kMQOglCcvBYV7rn4?iycCyToxlc-F8esB8hb4OPuMFLXvpHJEgKTWRZR1 Ppp29dxOAzB_WO 0-1-8 H I 1-3-0 I I 2-0-0 I Scale=1:17.5 1.5x3 = 3x3= 3x3= 3x4= 1 3x4= 2 3 4 353= 5 e . o e N a • e / • 1 Y• o • 7 1 e - - •a 1 ( 11 10 9 8 7 6 /\ 3x4= 3x3= 1.5x3 II 1.5x3 II 3x4= 3x3= 1.5x3 II I 10-1-8 10-1-8 Plate Offsets(X.V)— 15:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.12 9-10 >962 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.18 9-10 >673 240 BCLL 0.0 Rep Stress Inca YES WB 0.31 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:52 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. (Ib/size) 12=540/0-3-0,6=547/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 12-13=532/0,1-13=-532/0,5-6=525/0,1-2=-501/0,2-3=-1042/0,3-4=1036/0,4-5=-474/0 BOT CHORD 10-11=0/942,9-1040/1036,8-9=0/1036,7-8=0/1036 WEBS 5-7=0/644,4-7=-763/0,1-11=0/644,2-11=-613/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. i3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 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 be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. %s%t%p,V..1 EFI .. /4/p'se,o .• 'GENS �+ ,. No 22839 I. ••: ;. 'ie:Gk) s r\jii,• * .. .11 S/ONA` •`% it,rrnrn���`� Walter P.Finn PE No.22839 MITek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I 1 A WARNING-Witty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 nw.1Gr03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent budding of individual truss web and/or lard 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 fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tamps,FL 36610 l Job Truss Truss Type Qty Ply a 18731876 81722k F13 Floor Trues 2 1 • Job Reference(optional) Builders FirstSource, Jadnamies,Fl 32244 7.640 s Apr 19 2016 Mask Industries,Inc.Tue May 31 13:05:41 2016 Page 1 ID:_8kMQoglCcvBYV7m47fycCyToxk-FBesB8hb4OPuMFLXvpHJEgKSzRcz1 HAp29dxOAzB_WO 0-1-8 H I 1-3-0 1 I 1-7-12 I Sca -121.3 1.54 = 1.54 = 5,611axe II 3x6 I I 3x6 11 4x6 11 5x8 11 1 2 3 4 5 15 16 6 • • _, • • • • _ --IN 7 '---1=N__ _ • .• --NI' '1Z2NNNIN'N,1 `.. ,.1 I 13 12 11 10 9 8 4x4 = 4x8 = 3x4= 1.54 II 1.5x3 11 3x4= 4x8= 4x4= I 1-6-0 I 4-0-0 I 8-4-12 I 10-10-12 I 12-4-12 I 1-6-0 2-6-0 4-4-12 2-6-0 1-6-0 Plate Offsets(X.Y)— 11:0-1-8.0-0.81.16:0-3-D.Edoet.16:0-1-8,0-0.81.17:Edoe,0-1-81.114:Edge.0-1-81 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Gnp DOL 1.00 TC 0.65 Vert(LL) -0.08 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.13 10 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.80 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:82 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 cc 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) 14=791/0-3-0,7=1413/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=786/0,6-7=-1405/0,1-2=-813/0,2-3=-1935/0,3-4=-2373/0,4-5=-2424/0,5-15=1288/0,15-16=1293/0, 6-16=1296/0 BOT CHORD 12-13=0/1512,11-12=0/2373,10-11=0/2373,9-1040/2373,8-9=0/2430 WEBS 6-8=0/1671,1-13=0/1049,5-8=1542/0,2-13=-949/0,2-12=0/621,4-9=0/278,3-12=663/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)734 lb down at 10-3-4,and 289 lb down at 11-5-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 1_.1111 III/Ili, 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,,11 „CER p A./t/i," LOAD CASE(S) Standard �' '44..'\'•••EN.•••/�7/,0i 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 `� •N., 6'.'•S6'•••• i= Uniform Loads(p1f) No 22839 Vert:7-14=-10,1-6=-100 , T. Concentrated Loads(Ib) •:• *: * •• Vert:15=654(B)16=214(B) ITh* — S •cc i: I.:'33•,/ LTli-0ANAL:0%%.:4!:,/.....; . �, ,, • SS . . "ill lll1/11 Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE lilt Design valid for use any 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 applicability of design parameters and properly incorporate this design into the overall 1 building design. Bracing indicated is to prevent budding 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 I labrinuon,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/IPM 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 r 78731877 817229 F14 Floor Truss 2 1 Job Reference(optional) Builders FirslSource, Jadcsonvitie,Fl 32244 7.640 s Apr 192016 MTek Industries,Inc.Tue May 31 13:05:42 2016 Page 1 I D:_8kM QOg ICcvBYV7m4?iycCyToxk-j ICE OShDrtXl OwkSXoYmttgSrzfmgyHpMVwczB_W N 0-1-8 H I 1-3-p I I 1-7-12 I 0148 Scale=1:21.3 3x4= 3x4= 1.5x3 = 1.5x3 = 1 • 2 3 4 5 6 e e • 5 J 16 \-/ — / 91 e b e• a�X.- ee 13 12 11 10 9 8C. 4x4 = 1.54 II 1.5X3 II 4x4= I 1-6-0 I 4-0-0 1 8-4-12 I 10-10-12 I 12-4-12 I 1-6-0 2-6-0 4-4-12 2-6-0 1-6-0 Plate Offsets(X.Y)— f6:0-1-8.Edgel LOADING(psf) SPACING- 2-0.0 CSI. DEFL- in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.11 11-12 >999 240 BCLL 0.0 Rep Stress Inca YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:65 lb FT=11%F,1196E 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) 14=662/0-3-0,7=662/0-3-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=-657/0,1-15=-656/0,7-16=-657/0,6-16=656/0,1-2=-637/0,2-3=-1434/0,3-4=-1667/0,4-5=-1434/0, 5 6-637/0 BOT CHORD 12-13=0/1190,11-12=0/1667,10-11=0/1667,9-10=0/1667,8-9=0/1190 WEBS 6-8=0/820,1-13=0/820,5-8=-768/0,2-13=768/0,5-9=0/358,2-12=0/358,4-9=-417/0,3-12=-417/0 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. ``,,%11t111111i!/ii,, • • ......:33: /ieeT�AN29F2`39Y ,A — • r"", *fie/ : = • *1 /. ;* • t4 •'s "Iiiiiiestit Walter R.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 i i A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1003/2015 BEFORE USE IMO" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual tnus web and/or lard members only. Additional temporary and permanent bracing MiTek• is always required for stebiity 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 ANSIITPI1 Quality Criteria,1386-89 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 78731878 817229 F15 Floor Truss 6 I Job Reference(optional) Builders Fi sIBJacksonville,, Jacksonville,Fl 32244 7.840 s Apr 19 2016 WeltWeltIndustries,Inc.Tue May 31 13:05:42 2016 Page 1 I D:_8kMQOglCcvBYV7m4?iycCyToxk-iICEOShDrhXi_OwkSXoYmatgTrz6mgoyHpMVwczB_V1M 0-1-8 s H 1 Io I I 1-8-0 I Sale=121.0 3x4= 1.54 = 34= 3x3 = 39 = 354= 1 2 3 43 5 6 • 5 o V e\ /_\ o Q 'Ur/ -/ ), s o- s 13 12 11 10 9 8 7 39= 4x4= 39= 1.5x3 II 1.59 Il 39= 4x4= 1.59 I I I 1-6-0 I 4-0-0 I 8-3-0 I 10-9-0 I 12-1-8 I 1-6-0 2-6-0 4-3-0 2-6-0 1.4-8 Plate Offsets(X.Y)— [6:0-1-8.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.07 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.10 11-12 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.39 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:63 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) 14=650/0-3-0,7=657/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=-646/0,1-15=-645/0,6-7=651/0,1-2=-625/0,2-3=-1397/0,34=-1614/0,4-5=1385/0,5-6..598/0 BOT CHORD 12-13=0/1166,11-12=0/1614,10-11=0/1614,9-10=0/1614,8-9=0/1146 WEBS 6-8=0/813,1-13=0/804,5-8=762/0,2-13=753/0,5-9=0/348,2-12=0/341,49=-404/0,3-12=-393/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. ♦♦ I ER P. R iii .• ,r.• GENS•.vLe'0 �.� :• \.- -•• No 22839 7.O •• TA F • � : 111111111111 Walter P Finn PE No.22839 MiTek US&Inc.R.Cert 6634 6904 Parks East Blvd.Tampa FL 33610 Date: May 31,2016 r i a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mit Design valid for use only w th MiTekti)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 venfy the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing iw ile k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the li fabrication,storage,delivery.erection and bracing of trusses and truss systems.see ANSUTPI1 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 T8731879' 817229 F16 Floor Truss 2 1 Job Reference(optional) Builders FestSouroa, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MTek Industries,Inc.Tue May 31 13:05:432016 Page 1 ID_ekMQOgICcvBYV7m4?iycCyToddc-BUmdcoirc?fccYVwOEJoJ5Qk4FJnVE_5WT62T2z8_WM 0-1-8 H I 1-3-0 1 1 1-6-4 1 i tale=1:28.2 1.54 = 1.54= 6x8 = 54 I I 5x6 I I 2x6 I I 4x6 II 3x6 II 6x8= 64= 1 2 3 4 5 6 18 7 8 a • o e e I � 16 15 14 13 12 11 10 6x8 = 6x8= 5x8 I I 4x6 II 2x6 I I 4x8 I I 5x6 I I 6x12 MT2OHS= 6x8= 1 1-6-0 1 4-0-0 I 9-6-4 I 12-0-4 I 14-6-4 I 16-0-4 1 1-6-0 2-6-0 5-6-4 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)— 11:0-1-8,0-0-8L f4:0-3-0,EdaeL 15:0-3-0.Edoel.18:0-1-8,Edael,18:0-1-8.0-0-81.113:0-3-0,Edoel,114:0-3-0,Edael LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (roc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.24 12-13 >776 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.58 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:131 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17=1088/0-3-0,9=1607/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=1088/0,8-9=-1600/0,1-2=-1207/0,2-3=3044/0,3-4=-4540/0,45=-4540/0,5-6=-4910/0,6-18=4409/0, 7-18=-4409/0,7-8=1909/0 BOT CHORD 15-16=0/2324,14-15=0/3811,13-14=0/4540,12-13=0/4540,11-12=0/5100,10-11=0/3721 WEBS 8-10=0/2451,1-16=0/1550,7-10=-2355/0,2-16=-1451/0,7-11=0/910,2-15=0/953,6-11=914/0,3-15=1014/0, 6-12=432/0,3-14=0/1150,5-12=0/738,4-14=-456/0,5.13=328/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates 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. ``t,t11I lll t tt g.j 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1041 lb down at 12-3-4 on top ``r,� ,CER P P/4/11#, I, chord. The design/selection of such connection device(s)is the responsibility of others. ` �, . 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `,��V P�C E N d'•'/y di LOAD CASE(S) Standard • No 2 •2839 �+ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •+ T. Uniform Loads(plf) r. *; •; Vert:9-17=-10,1-8=100 . �* a Concentrated Loads(Ib) +13 . Vert:1 8=961(F) � TA F + ,',•�S,0NAt��J1.0 ss imIlt- Walter P.Ann PE No.22839 MITek USA,Inc.A.Cert 6634 6904 Parke East Blvd.Tampa FL 93610 Date: May 31,2016 1 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev.10/032015 BEFORE USE Design valid for use only with Wake)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 budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and pent anent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYIP11 Quality Criteria,DSB49 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 • 78731680 817229 F17 • Floor Truss 2 1 Job Reference(ootonall Builders FirstSource, Jacksonville,FI 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:44 2016 Page 1 ID:_8kMQOgICcvBYV7rn4?iycCyToxk-fhK?pe/TNJnTDi46ayrlrlyyKfctEixFk7rc?VzB WL 0-1-8 H 1 1-3-0 I i 1-8-4 I Sca =1:28.0 4x4= 4x4= 1.513 = 3x4= 3x4= 1.5x3 I I 3x3 = 3x3= 3x4= 1.5x3= 1 2 3 4 5 8 7 8 0 Nee o 18 s.7\. . . ■ 19 _\ / \ , —/ e • 16 15 14 13 12 11 10 IK. 3x3= 4x6= 3x4= 3x4 = 1.5x3 II 3x3= 3x4= 4x8= 3x3= 1 1-6-0 1 4-0-0 I 9-8-4 I 12-2-4 I 14-8-4 1 18-2-4 1 1-6-0 2-6-0 5-8-4 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)— (1:Edoe.0-1-81.18:0-1-8,EdgeL(14:0-1-8,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.18 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.28 12-13 >676 240 BOLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:84 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.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=870/0-3-0,9=870/0-5-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-867/0,1-18=-866/0,9-19=-866/0,8-19=865/0,1-2=-876/0,2-3=2092/0,3-4=-2850/0,45=-2850/0, 5-6=-2738/0,6-7=-2109/0,7-8=471/0 BOT CHORD 15-16=0/1639,14-15=0/2542,13-14=0/2850,12-13=0/2850,11-12=0/2562,10-11=0/1634 WEBS 8-10=0/1123,1-16=0/1130,7-10=-1062/0,2-16=-1061/0,7-11=0/660,2-15=0/630,6-11=-630/0,3-15=-626/0, 6-12=0/352,3-14=0/622,5-12=395/103,4-14=-256/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. _.0t1111111ii. ,••,`,P,.ER P. Fj i e .' ' �� F•' No 22839 ' r. *i :* ; .:cr E iiTAIC.Et F rill'11/0%11 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 11 t I A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE PRI-7473 nw.10/03/2015 BEFORE USE ill• Design valid for use only with MiTek®connectors This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web andlor chord members only. Additional temporary and permanent bracing Welk' 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/TPI1 Quality Criteria,1358.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra.VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply T87318ei 817229 F18 GABLE I 1 Job Reference footionall Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MTek Industries,Inc Tue May 31 13:05:44 2016 Page 1 ID:_8kMQOglCcvBYV7rn47iycCyToxk-fhK7p8jTNJnTDi46ayrlrly5tfpTEgoFk7rc?VzB WI- 08 08 Scale=127.6 3x3= 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 _/ c e e s e o e o 0 0 o e 11 e e e e be e a a e e e 28 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3= 3x3 = 3x3= 3x3 = 1-6-122-10-12 4-2-12 5-6-12 6-10-12 8.2-12 9-6-12 10-10-12 12-2-12 13-6-12 14-7-8 16-2-4 1-6-12 i 1.4-0 i 1-4-0 + 1-4-0 l 1-4-0 l 1-4-0 i 1-4-0 I 1-4-0 l 1-4-0 1 1.4-0 l 1-0.12 l 1$12 l LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 15 n/a n/a BCDL 5.0 Code FBC2014ITPI2007 (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 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 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:25-26,14-15. REACTIONS. All bearings 16-2-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)26,14,25,15,24,23,22,21,20,19,18,17,16 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 1-4-0 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. ``,,ta{IIf111/iii., .`tsP,'1 .RPF/ ale .` S�.• LENS ti�,��• •• 0. • No 22839 a ;. •rO, r �� :' ?w TA F :41 •moiacs •• . ,. .°liS,0NAl �r %.. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2016 BEFORE USE hilt Design valid for use only with MTek®connectors,This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or lard members only.Additional temporary and permanent bracing MiTe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-$9 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,Ft.36610 Job 'Truss Truss Type Ory Ply ' T6731882 817226 F19 Floor Truss 1 1 Job Reference(optional) Builders FirstSource, Jadcsonvile,Ft 32244 7.840 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:45 2016 Page 1 ID_8kMOOgICtaBY 7m44iycCyTod-7tuN0Uk58cvKrsfJ8fMGOVWTf3xWz940znb9XxzB_WK 0-1-8 H I 1-3.0 I 1 1-10-4 I 0.�,s 18 Scale=128.3 4x4= 4x4= 1.5x3 = 3x4= 3x4 = 1.5x3 II 3x3= 3x3 = 354= 1.54 = 1 2 3 4 5 6 7 8 °• c • a\\ _ � 18 \ A 19 7 / X / N_ e 18 /5 14 13 12 11 10 '9 3x3= 44= 354= 3x4 = 1.5x3 II 3x3 = 354 = 4x6= 3x3= 1 1-6-0 1 4-0-0 I 9-10-4 I 12-4-4 I 14-10-4 1 16-4-4 1 1-6-0 2-6-0 5-10-4 2-6-0 2.6.0 1-6-0 Plate Offsets(X.3/)— 11:Edae,0-1-81,18:0.1-8.Edoel.114:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.19 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.30 12-13 >646 240 BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:84 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.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 2-2-0 oc bracing:13-14. REACTIONS. (lb/size) 17=879/0-5-4,9=879/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=877/0,1-18=-876/0,9-19=875/0,8-19=-874/0,1-2=887/0,2-3=-2120/0,3-4=-2907/0,4-5=-2907/0, 5-6=-2786/0,6-7=2138/0,7-8=-881/0 BOT CHORD 15-16=0/1659,14-15=0/2581,13-14=0/2907,12-13=0/2907,11-12=0/2601,10-11=0/1654 WEBS 8-10=0/1136,1-16=0/1144,7-10=1075/0,2-16=-1074/0,7-11=0/673,2-15=0/642,6-11=-644/0,3-15=-640/0, 6-12=0/366,3-14=0/653,5-12=-415/99,4-14=-275/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `,ttttt111111//ii. �‘ Z ER P. F iii • No 22839 *: 1* - �� 7:6", . F ► t ;�4'. i0 NA1- ///i/111111tt0 Walter P.Finn PE No.22839 MiTek USA,Inc.ft Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. ll Design valid for use only with MiTek€connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildng design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing !Alibi(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncalon,storage.delivery.erection and braong o1 trusses and truss systems.see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply T8731883 817229 F20 GABLE 1 1 Job Reference(ootional) Builders FirstSource, Jaduionvilte,Fl 32244 7.640 s Apr 19 2016 MTek Industries,Inc.Tue May 31 13:05:45 2016 Page 1 ID:_BkMQOgl CcvBYV7m47 ycCyToxk-7tuNOUk58cvKrsfJ8fMGOVWGd39izH1 Oznb9Xt¢B_WK 0-11.8 0148 Scale=1:27.9 3x3= 3x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 • -e e_ e e e -o o o_ _o a o e Q II X \– i - /— 28 e e e o 0 0 e e e e e e 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3= 3x3= 3x3= 3x3= 1 • •-12 f__ 6-10-12 1 8-2-12 1 96.12 1 10-10-12 1 12-2-12 1 13-6-12 1 14-9-8 1 16-4-4 1 1-6-12 1-4-0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-2-12 1-6-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 lncr YES WB 0.04 Horz(TL) -0.00 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 , (Matrix) Weight:77 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 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:25-26.14-15. REACTIONS. All bearings 16-4-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)26, 14,25,15,24,23,22,21,20,19,18,17,16 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 1-4-0 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. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,`,�It111111//s,,'' ERP. ,,.,,sS,P•(•• E N•�.yti••.. ‘C S • No 22839 L • • •Y.4 :1•� • • e TO F I.i4�,�s• •••.R, Walter P.Finn PE No.22839 MiTek USA•Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111-7473 rev.10/03/2015 BEFORE USE ike,. I 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 budding 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 labncation,storage.delivery.erection and bracing of trusses and truss systems.see ANSIITP11 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,Alexandna.VA 22314. Tampa.FL 36610 Job Truss Truss Type Oty Ply ' 78731884 817229, F21 Floor Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc..Tue May 31 13:05:48 2016 Page 1 I D:_8kM OOgICcvBYV7m49iycCyToxk-b3SIEgkjvw1 ATOEVhNIVxj2HQSKwiacYCRIG3Nz8__WJ • I 1-3-0 I I 1-5-8 I 5x6 II 2x6 II 3x6 II 4x6 I I Scale=1:11.1 1 2 10 3 11 4 c • C e e- e 1.5x3 I I 3x4= 9 8 7 6 5 4x6 = 1.5x3 II 1.54 II I 4-4-0 I 5-8-8 I 44-0 14-8 Plate Offsets(X,Y)- 12:0-3-0,Edoel,14:0-3-0,Edael,18:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.04 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:38 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-8 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) 9=754/Mechanical,5=754/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-783/0,4-5=-758/0,1-2=1056/0,2-10=-1056/0,3-10=1056/0,3-11=574/0,4-11=-574/0 BOT CHORD 7-8=0/1056,6-7=0/1056 1 WEBS 4-6=0/761,1-8=0/1375,3 6-641/0,2-8=761/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)470 lb down at 1-10-4,and 520 lb down at 3-10-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. `.%%%11111111/11 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •• t...••• -�ER R p../••• , LOAD CASE(S) Standard ,�♦♦ ..X "47 ENS.•;�+�� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 . • ♦- F . i� Uniform Loads(Of) �: • Vert:5-9=-10,1-4=100 No 22839 I. Concentrated Loads(Ib) *: •= Vert:10=-447(F)11=447(F) � � F •� :-33;.....,° ` TA 4 as %Yi Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE 981-7473 rev.I W03'2015 BEFORE USE. igi' 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 budding 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 ANs11TP11 Quality Criteria,DS&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. L Tampa.FL 36610 Job Truss Truss Type Qty Ply T8731885 817229 F22 Floor Truss 2 1 Job Reference(ootionall Builders FirstSounx, Jacksonville,Fl 32244 7.640 s Apr 19 2016 Milak Industries,Inc.Tue May 31 13:05:46 2016 Page 1 ID_8kMQOglCcv8YV7m4?rycCyToxk-b3SlEgkjvw1AT0EVhNtVxj2J2SH?i(xYCRKi3Nz8 WJ I 1-3-0 I I 1-1-0 I 5x8 II 248 II 3x6 I I 4x6 I I Scale=1:11.0 1 10 2 11 3 12 4 i • _ R T — T- e e 1.5x3 II 4x6 7-- 9 9 B 7 6 5x6= 2x4 II 2x4 I I I- 3-11-8 I 5-4-0 I 3-11-8 1-4-8 Plate Offsets(X,V)— f1:Edoe,0-1-81.12:0-3-0,Edael,F4:0-3-0,EdaeL f5:0-1-8,Edael,f8:0-1-8,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.06 6-7 >995 240 BCLL 0.0 Rep Stress Ina NO WB 0.89 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:37 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-0 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) 9=1061/Mechanical,5=1308/0-7-4 Max Gray 9=1061(LC 1),5=1310(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=1096/0,4-5=-1316/0,1-10=-1435/0,2-10=-1435/0,2-11=-1435/0,3-11=1435/0, 3-12=-772/0,4-12=772/0 BOT CHORD 7-8=0/1435,6-7=0/1435 WEBS 4-6=0/1025,1-8=0/1868,3-6=-879/0,2-8=-1030/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 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. +11111111 I Iii H her 5)ato 1-10-4,r(s)or and 605 connectionownat 2-11ce(s)0 4,andall 642 lb dowided n ats4 1cient to support concentrated 0 4 on top chord. The design/selectiond(s)152 lb down at of such connection devices580 lb)s `�•``'wn •,�'ER P. Fllos , the responsibility of others. 4:,V P'.c E N s'e �/�'0 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4: :0 Ws''• .� LOAD CASE(S) Standard No 22839 ee i 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ▪ *' ;* Uniform Loads(plf) • ; *((( ;) : E Vert:59=10,1-4=-100 ▪-Q Jj� Concentrated Loads(lb) :413.t1 TAX F ..•,,,,,14/4.= Vert:3=-557(F)10=-97(B)11-557(F)12=586(F) r'0" r I PY�` , �'. F ...-nR� S e,iitiSfONA`� ��. nnni Walter P.Finn PE No.22839 MiTek USA Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I , AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE list Design valid for use only with MiTek®connectors This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 buss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8731886 817229, F23 Floor Truss 2 1 Job Reference(optional) Budden FlntSouroe, Jacksonville,F132244 7.640 s Apr 19 2018 MiTek Industries,Inc.Tue May 31 13:05:46 2016 Page 1 I D:_8kMQOglCcvBY V/m47rycCyToxk-b3SI Egkjvw1 ATOEVIINtVxj2R6SUOijRYCRKi3NzB_WJ 0-1-8 1 —I 31.5= 1-3-0 7 11,5n II 0.5.12 't ,15x3 II 43x3= Scale=1:9.6 111111 III II Mill 9 1NJV4H -/ 3x3= 3x3= 8" 7 6 5 3x3 = 1.5x3 II I 3-74 I 3-7-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:23 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-4 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. (Ib/size) 8=182/0-3-4,5=188/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ♦,i iiii'IItltI,s,,' % No 22839 • *; :* - %.-0 y TA F •-4/ 4ON At- ilitlulnii0 • Walter P.Ann PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Btvd.Tampa FL 33610 Date: May 31,2016 4 AWARMNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 rev.11'03/2015 BEFORE USE 11111 Design valid for use only with Wek8i connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stabdity 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 ANSVTPII Quality Criteria,D36-89 and BCSI Building Component 6904 Parke East Bed. 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 78731887' 817229 F24 Floor Truss 2 1 Job Reference(ootionall Builders FirstSource, Jacksonville,Fl 32244 7.640 a Apr 19 2016 MRek Industries,Inc.Tue May 31 13:05:47 2016 Page 1 ID:_8kMQOgICcvBYV7rn4?ycCyToxk-3G07R9lLgE914AphF4OkTxaW3sldR8ihR54GcgzB_WI " 1 1-3-0 I I 1-5-8 1 3x3 == Scale=1:11.1 1 3x3= 2 1.5x3 II 3 3x3= 4 9 • • 4/) 1.5x3 II 3x3= 9 8 7 6 5 3x3= 1.5x3 11 1.5x3 II 44-0 5-8-8 f 44-0 f 14-8 I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:31 lb FT=11%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-8 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) 9=307/Mechanical,5=307/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-333/0,4-5=-310/0,1-2=-341/0,2-3=341/0 BOT CHORD 7-8=0/341,6-7=0/341 WEBS 4-6=0/282,1-8=0/454 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. �0" 'c ER ,P•I •11•i • 22839 ':::**.til, No TA t . 't�F ' vs Walter P.Ann PE No.22839 MiTek USA,Inc.A.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 t • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mrrek®connectors.We design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into Me overall building design. Bracing indicated is to prevent budding of individual truss web and/or dord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSUTPII Quality Criteria,DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply 78731888 817229, H.102 JACK-PARTIAL GIRDER 4 1 Job Reference Motional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc Tue May 31 13:05:48 2016 Page 1 I D:_8kMQOglCcvBYV7m4?iycC.yToxk-YSa W tVm_RXHuiJNtpovz0871MG31Aewgflpp8GzB_WH I -1-10-10 I 5-4-12 I 9-10-13 I 1-10-10 5-4-12 4-6-1 Scale=122.9 4 2.83 1 •,, ld 9 3x4= 3 8 010 01 r: r 'e--1 2 E n N a IN r- 1 10 117 12 6 2x4 II 3x4 =5 2x6 = 0-01.10 0-00 5-4-12 5-4-2 I 9-10-13 4-6-1 I LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.05 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 • Rep Stress Inca NO WB 0.28 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:41 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 4=114/Mechanical,5=220/Mechanical,2=400/0.7-6 Max Horz 2=107(LC 4) Max Uplift4=-70(LC 4),5=72(LC 8),2=-228(LC 4) Max Grav4=114(LC 1),5=220(LC 1),2=413(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=712/237,3-8=-651/242 BOT CHORD 2-10=292/656,10-11=292/656,7-11=292/656,7-12=-292/656,6-12=292/656 WEBS 3-6=-686/306 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Encl.,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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,,111111111/iii. 4)Refer to girder(ss))forntruss chord and truuss conne tionsmbers. ,,`‘ 1:`01/4 ER•P. ./,,,,, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 lb uplift at joint 4,72 lb uplift at joint 5 `•• '••••'`\ E Ns+'• ti °i• and 228 lb uplift at joint 2. �� • C F•'•• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. +• No 22839 '• 1.• 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)22 lb down and 22 lb up at 4-3-11, 22 lb down and 22 lb up at 4-3-11,and 45 lb down and 70 lb up at 7-1-10,and 45 lb down and 70 lb up at 7-1-10 on top chord,and 81 Ib down and 104 lb up at 1-5-12,81 Ib down and 104 lb up at 1-5-12,5 lb down at 4-3-11,5 l down at 4-3-11,and 29 lb down at , 7-1-10,and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. M 1) • It :C'Z 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i y TAS 4 LOAD CASE(S) Standard �i'"' Q`` • 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �ij,�slsR........•'`��`�� Uniform Loads pIt) 2 5-10 pit,SONAI- to �` `• Vert Concentrated Loads(Ib) �VI1111,111� Vert:9=-52(F=-26,B=-26)10=68(F=34,B=34)12=-20(F=-10,B=-10) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: May 31,2016 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7473 rev.10/03r2015 BEFORE USE ' Ill" Design valid for use only with MTeke 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 budding of individual tens web anwor 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 ANSIRPN Quality Criteria,DSB119 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 38610 I • . Job Truss Truss Type Qty Ply T8731889. 817229 T01 Hip Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries.Inc.Tue May 31 13:05:49 2016 Page 1 ID:_8kMQO9ICcvBYV7m4?iycCyToxk-Oe7usmcCrPl KTy4N VQCYMfpKgMvvwq_uPZNgi7B_WG 2-0-0 3-10-14 70-0 11-6-10 15-11-8I 2046 24-11-0 28-0-2 31-11-0 33-11-0 2-0-0 [ I 3-10-14 3-1-2 I 4-6-10 I 4-4-14 4-4-14 I 4-6-10 I 3-1-2 I 3-10-14 { 2-0-0 Scale=1:60.3 1 6x12 MT2OHS= 6x12 MT2OHS = 4.00 fir 3x4= 5x6= 3x4= 4 17 185 19 20 6 21 22 7 23 24 8 2x4 2x4 3in n 2 10 r d �:= d 3x10 = 76 25 2615 27 28 14 29 30 1331 32 12 3x10= 3x4 = 3x4 3x8= 5x14 MT2OHS = 3x8 = I 7-0-0 I 11-6-10 I 1511-8 I 20-4-6 I 24-11-0 I 31-11-0 I 7-0-0 4-6-10 4-4-14 4-4-14 4-6-10 7-0-0 Plate Offsets(X,Y)— [2:0-5-2,0-1-8].14:0-8-4.0-2-41,16:0-3-0.0-3-41.[8:0-8-4.0-2-41.[10:0-5-2.0-1-81,[13:0-3-8.0-1-81.[14:0-7-0.0-3-01,[15:0-3-8.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.63 14 >605 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -1.21 14 >313 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Inca NO WB 0.75 Horz(TL) 0.24 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins. 4-6,6-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. BOT CHORD 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2039/0-3-8,10=2049/0-5-8 Max Horz 2=44(LC 4) Max Uplift2=-837(LC 4),10=-843(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5222/1991,3-4=-5174/1995,4-17=-6616/2591,17-18=-6616/2591,5-18=6616/2591, 5-19=-7136/2781,19-20=-7136/2781,6-20=7136/2781,6-21=7136/2781, 21-22=7136/2781,7-22=7136/2781,7-23=-6596/2581,23-24=-6596/2581, 8-24=-6597/2581,8-9=5132/1977,9-10=5128/1952 BOT CHORD 2-16=-1845/4873,16-25=1839/4916,25-26=1839/4916,15-26=1839/4916, 15-27=2514/6616,27-28=2514/6616,14-28=-2514/6616,14-29=2498/6596, 29-30=-2498/6596,13-30=2498/6596,13-31=1808/4875,31-32=-1808/4875, 12-32=1808/4875,10-12=1774/4770 5/624, 77, lit WEBS 7 14=234/645,7-13=-815/412,8-1 3=778/1 97 6,8-1 2 222/4 31,9-12=-156/264 •,�t`"I,-c R 1111111//iii P, F NOTES- •:: • ii. P� �Ci E Aid**,.I/•' 1)Unbalanced roof live loads have been considered for this design. `� • N. �.•.•` 'I* 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.11;Exp C;End.,GCpi=0.18; No 22839 •: MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. r 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ::'D••ji 1t 151 ;CC,! 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 �,'p Q TA fit between the bottom chord and any other members. 1.0 •. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 843 lb uplift at �•• . Q` •� joint 10. °i�F • .;�R 1 •-`( ,re 8)"Semi-rigid r other aks including hshall be provided sber end fixity ufficient to supportel was used ln concentrated load(s)analysis and 9 195n lbthis down and 183 lb up at 7-0-0, ,,e 61/14 0 N AL`-t•%% , 9)Hanger(s)or other connection device(s) 11111111111‘t" 110 lb down and 106 lb up at 9-0-12,110 lb down and 106 lb up at 11-0-12,110 lb down and 106 lb up at 13-0-12,110 lb down and 106 lb up at 15-0-12,110 lb down and 106 lb up at 16-10-4,110 lb down and 106 lb up at 18-10-4,110 lb down and 106 lb up at *atter P.Ann PE No.22839 20-10-4,and 110 lb down and 106 lb up at 22-10-4,and 195 lb down and 183 lb up at 24-11-0 on top chord,and 247 Ib down and 76 lb MiTek USA.Inc.FL Cert 6634 up at 7-0-0,72 lb down at 9-0.12,72 lb down at 11-0-12,72 Ib down at 13-0-12,72 lb down at 15-0-12,72 lb down at 16-10-4,72 lb 6904 Parke East Blvd.Tampa FL 33610 down at 18-10-4,72 lb down at 20-10-4,and 72 lb down at 22-10.4,and 247 lb down and 76 lb up at 24-10-4 on bottom chord. The Date: design/selection of such connection device(s)is the responsibility of others. May 31,2016 Continued on page 2 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev.1OV3/2015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters Owen,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 budding 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 ANSI/11,11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Ory Ply • 78731889 817229 T01 Hip Truss 2 1 Job Reference(optional) Binders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MTek Industries,Inc.Tue May 31 13:05:49 2016 Page 2 ID:_8kMOOgICc 8YV7m4?rycCyTotdk-0e7usmcCrPIKTy4NVOCYM(pKgMvvwq_uPZNgizB_WG NOTES- 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=54,4-8=54,8-11=54,2-10=10 Concentrated Loads(Ib) Vert:4=148(B)8=148(B)16=229(B)12=229(B)17=110(B)18=110(B)19=110(B)20=110(B)21=110(B)22=110(B)23=110(B)24=110(B)25=24(B)26=24(B) 27=24(B)28=-24(B)29=-24(B)30=-24(B)31=-24(B)32=-24(B) • f I AWARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED*ETEK REFERENCE PAGE M1-7473 rev.10/0.32015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPI1 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,Alexardna,VA 22314. Tampa.FL 38610 Job Truss Truss Type Qty Ply 78731890. 817229 102 Hip Truss 2 1 Job Reference(ootionall Builders FestSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:50 2016 Page 1 ID:_8kMQOgICcvBYV7m4?rycCyToxk-UghG4BnE-z9XcxdXGwCxR5ZCza4hgeSr7731wC9zB WF -2-0-0 410-14 I 950 I 15-11-8 1 22-11-0 I 27-0-2 i 31-11-0 133 11-0 2-0-0 4-10-14 4-1-2 6-11-8 6.11-8 4-1-2 4-10-14 2-0-0 Scab.1:60.3 i ,. • 5 2x4 I 5x6= 4.00 12 4 5 6 2x4 1 @ 'T 2x4 i v 3 7 m d ,.,iiiiiiiiiiiiimr \,,, . 8 d 8 ._. d 3x8= 12 11 10 3x8 = 3x4 = 5x8= 3x4= I 8-4-10 I 15-11-8 I 2358 I 31-11-0 I 8-4-10 7-6-14 7-6-14 8-4-10 Plate Offsets(X,Y)— f2:0-4-0.Edge1,18:0.4-0,Edoel,111:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.28 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.54 11-12 >695 180 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.14 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:149 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1127/0-3-8,8=1133/0-5-8 Max Horz 2=50(LC 8) Max Uplift2=-429(LC 8),8=-432(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2560/1628,3-4=-2297/1430,45=2671/1723,5-6=-2671/1723,6-7=-2280/1420, 7-8=-2520/1602 BOT CHORD 2-12=-1420/2372,11-12=1160/2111,10-11=-1168/2097,8-10=1419/2329 WEBS 3-12=250/282,4-12=-59/287,411=390/732,5-11=-426/348,6-11=400/744, .6-10=-51/279,7-10=-222/262 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.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; ,4%1111111/oil. MWW ,,� FRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MFRS for reactions shown;Lumber DOL=1.60 plate , ER P Ii grip DOL=1.60 ��,'k P,� ••E/V•'�i4/ 0� 3)Provide adequate drainage to prevent water ponding. G '• • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •.• \, SF•••• le 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 22839 fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 429 lb uplift at joint 2 and 432 lb uplift at *• , * joint 8. ,* ! 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7.:-0 I1 �li O TAT(9......,.pt: O F • • Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 • , AWARNING-Verify design paramerovs end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411-7473 rev.103'2015 BEFORE USE 141' Design valid for use only with MiTek4D connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 fabn ation.storage,delivery.erection and bracing of trusses and truss systems,see ANSViPII Quality Criteria,13613-09 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 QV Py 78731891 817229- 103 Hip Truss 2 1 Job Reference(optional) Builders FistSource, Jacksonvile,Fl 32244 7.640 a Apr 19 2018 MiTek Industries,Inc.Tue May 31 13:05:51 2018 Page 1 ID:8kMQOgICc BYV7m4?iycCyToxk-y1 FeHXoskSffZn6SUwTgdnIAZT12NzUHLj2TIb7.B_WE • I -2-0-0 Slate 11-0-0 15-11-8 20-11-0 26°•2 31-11-0 33-11-0 2-0-0 I, 5-10-14 I 5-1-2 I 4-11-8 I 4-11-8 I 5-1-2 I 5-10-14 I 2-0-0 Scab=1:60.3 5x6= 2x4 II 5x6= 4.00 4 54 5 8 2x4� 2x4 �i u• 7 'n w2 � I Aid& 8 alt �-� ... al/. -., �.�. 9 1r 1 12 11 d 10 3x8= 3x4 = 5x6= 3x4= 3x8 = I 8-4-10 I 15-11-8 I 23-6-6 I 31-11-0 8-4-10 7-6-14 7-6-14 8-4-10 Plate Offsets(X,Y)— 12:0-4-0,Edael.l8:0-4-0,Edpe1.111:0-4-0.0.3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.23 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.46 11-12 >826 180 BCLL 0.0 • Rep Stress Ina YES WB 0.17 Horz(TL) 0.13 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1127/0-3-8,8=1133/0-5-8 Max Horz 2=58(LC 12) Max Uplift2=-422(LC 8),8=-426(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2548/1633,3-4=-2270/1454,45=-2156/1439,5-6=-2156/1439,6-7=2251/1443, 7-8=2518/1613 BOT CHORD 2-12=-1420/2360,11-12=1062/1917,10-11=1067/1908,8-10=1425/2328 WEBS 3-12=-320/338,4-12=180/372,411=166/428,5-11=-296/233,6-11=173/436, 6-10=170/362,7-10=-302/324 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-10;MWFRS(envelope)alnd C-C Exteriors(2)zone;Cnd -C fordmembershand forces&sMWFRS forOreactions shown;II;Exp C;Lumber DEnd., d i 60 plate18 ♦�0:1__ .R 1laa I. , Pi see grip DOL=1.60 %%``P.•.' 4, • 3)Provide adequate drainage to prevent water ponding. ♦� v•• \C ENS'••.4 ':• 1. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • \ •. • 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will (rj O 22839 • fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 422 lb uplift at joint 2 and 426 lb uplift at • * • joint 8. • 1-,h • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :'0**1 II ICC so:. . zri :�• ' tTAYF� F iii Walter P.Ann PE No.22839 MiTek USA,Inc.R Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 .A WARNING•VaAy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7173 rev.10/03/2016 WORE USE la Design valid for use only with MiTek19 connectors.This design is based only upon parameters shown,and is for an individual budding 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 budding of individual truss web and/or that 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 ANSVTPII Quality Criteria,DSB49 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 36810 Job Truss Truss Type thy Ply 78731892. 817229 T04 Hip Truss 2 1 Job Reference(optional) Builders FirstSource, Jadcsonv*e,Fl 32244 7.640 s Apr 19 2016 Wilk Industries,Inc.Tue May 31 13:05:51 2016 Page 1 ID_8kMQOgICcvBYV7m4?iycCyToxlc-y1FeHXoskSfTZn6SUwTgdnIAHT1?NxfHLj2Tlbz8 WE -2-0-0 I 6-10-14 i 13-0-0 I 18-11-0 I 25-0-2 I 31-11-0 I33-11-0 I 2-0-0 6-10-14 6-1-2 5-11-0 6-1-2 6-10-14 2-0-0 Scab=1:60.3 5x6 = 5x6 = 4.00 t2 4 5 d: S� 2x4 \\116 2x4 // v. N r a c \I r N2 3 . 7 cN 1 r • 13. r" , 1,' 8 d v 71 10 9 '' d 3x8 = 3x8 = 3x4 = 5x6= 3x4 = I 8-4-10 l 15-11-8 I 23-6-6 I 31-11-0 8-4-10 7-6-14 7-6-14 8-4-10 Plate Offsets(X,Y)— 12:0-4-0,Edael,17:0.4-0,Edge1,(10:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.43 10-11 >883 180 BCLL 0.0 * Rep Stress Inc- YES WB 0.28 Horz(TL) 0.12 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:144 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1127/0-3-8,7=1133/0-5-8 Max Horz 2=-66(LC 13) Max Uplift2=-415(LC 8),7=418(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2513/1620,3-4=2305/1541,4-5=-1771/1233,5-6=2286/1529,6-7=2490/1605 BOT CHORD 2-11=1400/2323,10-11=963/1746,9-10=-965/1742,7-9=-1411/2297 WEBS 3-11=343/359,4-11=356/536,59=343/518,6-9=330/349 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.Opsf;h=24ft;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 grip DOL=1.60 /1111111/ii. 3)Provide adequate drainage to prevent water ponding. .0%-c ER P• ;41 4 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •N` /Nw"I 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 �,•' .• C E/� -y r'i fit between the bottom chord and any other members. 4, • \• `SF '.• �i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 415 lb uplift at joint 2 and 418 lb uplift at • f No 22839 joint 7. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r• *: •* =-0 1ry* ;jr=. � _r. F , a iiiii 111 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 t 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev.1003/2015 BEFORE USE IIII Design valid for use only with MTeke 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 budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII 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 Type Qty Ply ' T8731893 817225 T05 HO Truss 2 1 Job Reference(optional) Builders FiratSaxce, Jacksonville,FI 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:52 2016 Page 1 ID:_BkMQO9ICcvBYV7m4?iycCyToxk-ODpOUtpUVmnKBidlf2d_vA HJFIOn6EkQaNnIH1zB_WD • I -2-0-0 I 7-10-14 I 15-0-0 116.11-0 1 24-0-2 I 31-11-0 I33-11-0 2-0.0 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 2-0-0 Scale r 1:61.3 4x6= 4x6= 5 6 3x6% i=� iiiitie 3x6 4.00 12 3x4% 4 7 3x4 n 3dil61111111113 s 4 4 8 'n9 � 61 ... ca r- 10 d 3x8= 15 14 12 11 3x8 = 2x4 II 3x6= 2x4 II 3x4 = 3x4 = I 7-10-14 1 15-0-0 116-11-0 1 24-0-2 I 31-11-0 I 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 Plate Offsets(X,Y)— f2:0-4-0.Edne1,19:0-4-O,Edoel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.45 14-15 >849 180 BCLL 0.0 • Rep Stress Ina YES WB 0.93 Horz(TL) 0.14 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1127/0-3-8,9=1133/0-5-8 Max Horz 2=75(LC 12) Max Uplift2=-406(LC 8),9=-409(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2481/1602,3-4=-1718/1151,4-5=-1649/1168,5.6=1573/1164,6-7=-1649/1169, 7-8=1718/1152,8-9=-2461/1589 BOT CHORD 2-15=1374/2287,14-15=1374/2287,13-14=844/1573,12-13=844/1573, 11-12=1387/2266,9-11=1387/2266 WEBS 3-14=-824/600,5-14=-181/308,6-12=179/307,8-12=-804/584 NOTES- 1)Unbalanced roof live loads have been considered for this design. f;h=24ft;Cat. 2)Wind:ASCE 7-10;Vult=130mph il MWFRS(envelope)and C-C Exterior(2)zone;Cnd -C for members and forces&MWFRS orOreactions shown;ILumber DO I;Exp C: d 1 60 plate �s 0 ER P.r ,4t/'i� grip DOL=1.60 %•�aQ�;.••• /•1' ''j 3)Provide adequate drainage to prevent water ponding. �� `e \G E N s'•••;i' •j 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • V F • i 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 22839 •• i fit between the bottom chord and any other members. * • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 406 lb uplift at joint 2 and 409 lb uplift at Y' joint 9. 1'.'t 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r: j•• TAT I F :5' '" 1.#:', <`.0:•..• cRX �```,�. isifillissw Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East BNQ Tampa FL 33610 Date: May 31,2016 A WARNING-Italy dastgn pommies and READ NOTES ON THIS AND INCLUDED*MK REFERENCE PAGE 661.7473 rev.10.03/2015 BEFORE USE. 1 Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters end property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSUTPII Quality Criteria,D38419 and BCSI Building Component 6904 Petite East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type QV Ply T8731894 817229 TO6 Common Truss 4 1 Job Reference Notional) Builders Firs*Saace, Jacksonville,Fl 32244 7.640 a Apr 19 2016 Wok Industries,Inc Tue May 31 13:05:53 2016 Page 1 ID_8kMQOglCcvBYV7m4?rycCyToxk-uPNPiDg6G4vBo5GrcLVBjCgTYHjLrpuap1XapTzB_VVC I -2-0-0 8-4-10 I 15-11-8 I 23-6-6 I 31-11-0 1 33-11-0 2-0-0 8-4-10 7.614 7-6-14 8-4-10 2-0-0 Scale=1:59.3 4x6= 5 al % al_ 3x6 3x8 4.00 I12 2x4 O 4 6 14/i 3 vs a* 7 ts- r.' rh in 2 8 n JIA 9 12 13 11 14 10 6 3x8 = 3x4 = 4x6= 3x4 = 3x8 = I 10-10-15 I 21-0-1 I 31-11-0 I 10-10-15 10-1-3 10-10-15 Plate Offsets(X,Y)— f2:0-4-0,Edgel.f8:0-4-0,Edgel LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.36 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.71 2-12 >533 180 BCLL 0.0 * Rep Stress Ina YES WB 0.43 Horz(TL) 0.11 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-10 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1127/0-3-8,8=1133/0-5-8 Max Horz 2=79(LC 16) Max Uplift2=401(LC 8),8=-405(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2434/1618,3-4=-2093/1417,45=2019/1436,5-6=-2009/1429,6-7=2082/1411, 7-8=2417/1608 BOT CHORD 2-12=1389/2242,12-13=805/1482,11-13=805/1482,11-14=-805/1482, 10-14=-805/1482,8-10=1402/2223 WEBS 5-10=-393/636,7-10=480/475,5-12=-403/649,3-12=-490/484 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; %tItf 111fl� MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,��‘`.�ER P -"ie grip DOL=1.60 ` \, /Awl♦ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $b'•I4••• GEN•. ••v4,,4.0 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �• •• \.. SF•••• �,0 fit between the bottom chord and any other members,with BCDL=5.0psf. No 22839 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 401 lb uplift at joint 2 and 405 lb uplift at joint 8. '*' '•* 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • rt,*' -....-stli 4... TA F • • Walter P.Finn PE No.22839 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: May 31,2016 4 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*11-7473 rev.10/03/2016 BEFORE USE Design valid for use only with MiTek®con ecors.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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSIIIPH Quality Criteria,OSB-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 Py 78731895 817229• 107 GABLE 2 1 Job Reference(optional) Builders FirstSource, Jad sonvik,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:54 2018 Page 1 ID:_BkMOOglCcvBW/m49iycCyToxk-MctmvZrk1N12C1Er1920NFPNmOhCeaM1j2hG8Lw¢B AB • 1 -2-0-0 I 15-11-8 1 31-11-0 133.11-0 1' 2-0-0 15-11-8 15-11-8 2-0-0 Scale=1:59.3 ..wwr-.-.r41tMM 4x6= 2x4 I I 2x4 I I 2x4 I I 11 12 13 2x4 11 2x4 II 10 g* 14 2x4 II 54%2x4 I I g 15 2x4 115x6 4.00 12 • 2x4 II 7 16 17 2x4 II 2x4 II - .� 18 2x4 II 2x4 II 5 6 •., 19 2x4 II 2x4 II 4 20 Zxa II 3 21 iN NMI ul 2 a - 2317 3x4 = 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 344 2x4 112x4 112x4 112x4 112x4 II 2x4 112x4 112x4 112x4 115x6 =2x4 II 2x4 II 2x4 112x4 112x4 112x4 II 2x4 112x4 112x4 II I 31-11-0 I 31-11-0 Plate Offsets(XV)- 17:0-3-0,0-3-01,117:0-3-0.0-3.01.133:0-3-0,0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 23 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.03 23 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 i (Matrix) Weight 188 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-11-0. (lb)- Max Horz 2=79(LC 13) Max Uplift All uplift 100 lb or less at joint(s)34,35,36,37,38,39,40,41,42,32,31,30,29,28,27,26, 25,24 except 2=-143(LC 8),22=-153(LC 9) Max Gray All reactions 250 lb or less at joint(s)33,34,35,36,37,38,39,40,41,42,32,31,30,29,28, 27,26,25,24 except 2=253(LC 1),22=253(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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=24ft;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 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,0% 1 .R P.f z Iii, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,6••aQ.� ......... /4, ?ice 4)Gable requires continuous bottom chord bearing. 1:' `r".• \C EN • y • 5)Gable studs spaced at 1-4-0 oc. .. ••• '5 '' ' •• . • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . No 22839 •• 7)•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. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34,35,36,37,38,39, = •11 �, 40,41,42,32,31,30,29,28,27,26,25,24 except(jt=lb)2=143,22=153. •r 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ' . O�• TAX F : 77/� ititk, er Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 441-7473 rw.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 applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi ire is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Aiexandna,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply T8731896' 817229 T08 GABLE 4 1 . Job Reference(ootionall Builders FirstSaaoe, Jadtsonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc Tue May 31 13:05:56 2016 Page 1 ID_8IcMQOgICcvBYV7m4?rycCyToxk-J_2XKEs?Y?ImfY?QHT2rKgS6WUu42E10V?IEQozB_W9 I -2-0.0 I 15-11-8 I 31-11-0 2-0-0 15-11-8 15-11-8 Scale=1:57.3 2x4 II 4x6 2x4 II 2x4 I I 11 12 13 2x4 II 2x4 II 10 P� 14 2x4 II 5x6 2x4 II 9 - 15 2x4 II 5x6` 4.00 72 2x4 II 7 8 16 17 2x4 II 2x4 II a tr 18 2x4 II 2x4 II 5 6 a' 19 2x4 II 6 2x4 II 4 20 2x4 II 3 11111121- 22 0 1 X X X X X X X A A X A A X X X X A X X X X-X X ; A X X X i X X X ;X X X X X X X X X X X X X X X X X X X X X XX " Ig 3x4= 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4_ 2x4 112x4 112x4 II 2x4 1121(4 112x4 112x4 112x4 II 2x4 115x6 =2x4 112x4 112x4 112x4 112x4 112x4 II 2x4 II 2x4 II 2x4 II I 31-11-0 I 31-11-0 Plate Offsets(X,Y)— 17:0-3-0,0-3-01,(17:0-3-0,0-3-01.132:0-3-0,0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Inc( YES WB 0.07 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:185 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 31-11-0. (Ib)- Max Horz 2=89(LC 12) Max Uplift All uplift 100 lb or less at joint(s)33,34,35,36,37,38,39,40,41,31,30,29,28,27,26,25, 24,22 except 2=141(LC 8),23=-110(LC 13) Max Gray All reactions 250 lb or less at joint(s)32,33,34,35,36,37,38,39,40,41,31,30,29,28,27, 26,25,24,22 except 2=253(LC 1),23=275(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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=24ft;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 ,,11111111//,s. 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry •%% - ER P fi lie, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. %•-_``ttl.�••. /41 •j 4)Gable requires continuous bottom chord bearing. ,4: v•• .G E N s•• 'Y 'ice 5)Gable studs spaced at 1-4-0 oc. �� • F•••, 1. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • No 22839 7)'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. ",* 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)33,34,35,36,37,38, = / 39,40,41,31,30,29,28,27,26,25,24,22 except(jt=lb)2=141,23=110. �'0 4 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i TA F + ••���Sis�O N AL •`. 1111111 Walter P.Ann PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R 33610 Date: May 31,2016 f A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE MI-7473 rev.1003/2015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCS!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 T8731897 817229. T09 Common Truss 16 1 Job Reference(gptionall Builders FirstSource, Jacksonville,Fl 32244 7.640 a Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:05:57 2016 Page 1 ID:_8kMQOgICcrBYV7m44iycCyToxk-nBcvYatdJlOdHiZaBZ4t2?7Xu4pnbN9kfVoyFzB WB -2410 8-4-10 I 15-11-8 I 23-6-6 I 31-11-0 2-0-0 8-4-10 7-6-14 7-6-14 8-4-10 Scale=1:57.3 4x6 = 5 D. 3x6' 4x6 4.00112- 2x4 4 6 2x4 // h 3 t1 ay- 7 n n�t 2 B n 1r i4.4.. 11 12 10 13 9 3x8= 3x8 3x4 = 4x6 = 3x4= I 10-10-15 I 21-0-1 I 31-11-0 I 10-10-15 10-1-3 10-10-15 Plate Offsets(X,Y)- 12:0-4-0,Edael,16:0.3-0,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.38 8-9 >996 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.76 8-9 >500 180 BCLL 0.0 • Rep Stress!nor YES WB 0.46 Horz(TL) 0.11 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:133 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 6-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1137/0-3-8,8=1011/Mechanical Max Horz 2=89(LC 12) Max Uplift2=403(LC 8),8=-301(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2464/1652,3-4=-2122/1450,4-5=-2048/1469,5-6=-2077/1492,6-7=-2153/1474, 7-8=2494/1688 BOT CHORD 2-11=1478/2270,11-12=868/1510,10-12=868/1510,10-13=-868/1510,9-13=-868/1510, 8-9=1519/2320 WEBS 5- 434/686,7-9=522/515,5-11=-402/648,3-11=490/486 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=24ft;Cat.II;Exp C;End.,GCpi=0.18; ,%�1%11I Il11,E MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,,���� R P. p",0�� grip DOL=1.60 'a Q� ..••••••.. 4w-. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦ C N 'Y E 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ♦♦♦ •• \e SF•••. �0 fit between the bottom chord and any other members,with BCDL=5.0psf. No 22839 i 5)Refer to girder(s)for truss to truss connections. * , • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=403, �, •• 8=301. , 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '0.:LL ,► ,Cr Z Z13." t TATS 'OF �11S10NA1-v-�``♦ Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: May 31,2016 4 A WARNING-Verify cosign paramatas and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE*11.7473 rev.1G'03i2015 BEFORE USE 11111' Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buddingpermanent of individual truss web andlor chord members only.Additional temporary and bracing MiTek* is akvays 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 ANSIITPtI Quality Criteria,DSB-89 and BCSI 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 78731898 817229 T1OG GABLE 1 1 -, Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MTek Industries,Inc.Tue May 31 13:05:58 2018 Page 1 ID:_8kMQ OgICcvBYV7m4?iycCyToxk-F NAI IwuF4CYTvs8o0u5JQFX LL IYM W 92JyJ E LUhzB_W7 I -2-0-0 I 163.0 2-0-0 16-3-0 14 15 Scale=1:39.1 2x4 II 2x4 II 2x4 II 13 r1 5,6 2x4 II 12 w 10 11 2x4 II 9 2x4 11 8 2x4 II 7 �'� i 2x4 I I w 2x4 I I w • 4.00 3 2x4 II 5 w 3x4 w 6x8 II 4 r 3 2 �y ■ k? ■ w w "Ill w w w w w 11111 - Y Y Y Y Y Y Y"a�YY—YaI'Y—YI W PAPI P������W ��� ���w��%.1 PA 0 ���www lPIN������A��W0���W �20VA����Aa- 29 28 27 26 25 24 23 22 21 20 19 18 17 16 4x6 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 2x4 II 3x8= 2x4 II 2x4 II 2x4 II 2x4 II 2x4 l l 2x4 I I I 16-3-0 I 16-3-0 Plate Offsets(X,Y)— 110:0-3-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(TL) -0.00 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:118 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-3-0. (Ib)- Max Horz 29=287(LC 8) Max Uplift All uplift 100 lb or less at joint(s)29,16,17,18,19,20,22,23,24,25,26,27 except 28=122(LC 8) Max Gray All reactions 250 lb or less at joint(s)29,16,17,18,19,20,22,23,24,25,26,27,28 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=293/101,34=301/114,4-5=252/88 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `1%1111111/sit, 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry sO• ..�ER P F 4., Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,s__``Q.� •••/4/ "I_ 3)Gable requires continuous bottom chord bearing. ,�� N.•'�C E N s -Y ' 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). . :. V F•'•. • 5)Gable studs spaced at 1-4-0 oc. • No 22839 • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *. • * r 7)'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. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)29,16,17,18,19,20, "tI• 22,23,24,25,26,27 except(jt=lb)28=122. i 13• TA F 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I. •0 R 1 P..s • iiiiItiON At-'c"00 Walter P.Ron PE No.22839 MiTek USA,Inc.ft Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 I A WARNING-Verify design parameter,and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 441-7473 rev.10103/2015 BEFORE USE ta Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent budding 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 ANSIrtP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa,FL 36610 Job I Truss Truss Type Qty Py T8731899 817229 T11 Monbpitch Truss 2 1 Job Reference(optional) Builders Firs$Souos, Jacksonville,Fl 32244 7.640 a Apr 192016 MiTek Industries,Inc.Tue May 31 13:05:58 2016 Page 1 ID:_ wu 8kMQ0g1Ccv8YV7m4?iycCyToick-FNPJIF4cYTvs8o0u5JQFXQAlU9W1jJyJELUhz13 W7 • I -2-0-0 I 5-6-3 1 10.8-13 I 16-3-0 I 2.0.0 5-6-3 5-2-11 5-6-3 Scale=1:37.9 6 e, i • 3x6 3z4 5 4 olk 4.00 12 �� 4x8 3 0\ 2x4 11 2u ■ tn1 mmimilimiiimimMINNE'L. NI' MI2 M' unimIIMMIMIIMIMIIMIMIllm vizi 0 0,23 9 8 ei 106x8= 3x4= 308= 7 5x8= I 8-1-8 I 16-3-0 I 8-1-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (boc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.10 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.17 7-9 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.52 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:95 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 7-6-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 7=503/0-3-8,10=637/0-5-8 Max Horz 10=213(LC 8) Max Uplift7=215(LC 12),10=-231(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=599/294,4-5=-517/301,2-10=-282/335 BOT CHORD 9-10=-612/635,8-9=-368/414,7-8=-368/414 WEBS 3-9=155/251,5-9=-141/315,5.7=535/479,3-10=673/322 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)This designed for a nt with y other e loads. 3)*Thisrtruss has beess has n designed for a lie load of 20.Opsf on the bottom chord.0 psf bottom chord live load tin all areasnwhe a al rvectangle 3-6-0 tall by 2-0-0 wide will ,,���1, ER iR,p.,f1,,e fit between the bottom chord and any other members. ♦ ``Q�•.•• 'i/ ,� 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=215, ♦,♦� v..." C E N S.•V f/ !� 10=231. •• i 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. , No 22839 * f • i0 •• • f0,iS/0NAft --• % Walter P.Finn PE No.22839 MiTek USA,Inc.ft Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED el'ITEK REFERENCE PAGE M1-7473 rev.IG'03/2015 BEFORE USE Nil 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 budding 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 fabncation,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TM Quality Criteria.DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety IMormation available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa.FL 36610 Job Truss Truss Type Qty Ply 78731900 817229 712 MONOPITCH TRUSS 112 Job Reference(oD_t0al) Builders FirstSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries.Inc. Tue May 31 13:05:59 2016 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-jZkgzGutwgKWOj?ybcYyT4a4ij4FOpSBz_u17zB WB -2-0-0 j 583 10-8-13 - l 16-3-0 I - 2-0-0 583 5-2-11 5-6-3 Scale=1:38.8 s lii 143% 5x8 4 0 4.00 12 � II% • 3x4 S 3 5x8 2 114.1111111• ,-: MN 1111111111111111110 MO r r 1111r r ismi IN til'al 12 1310 14 15 9 8 18 17 18 11 7 7x8 II 8x10= 8x8__ 8 7x8= x10= 5-6-3 j 10-8-13 j 16-3-0 j • 5-6-3 5-2-11 5-6-3 Plate Offsets(X.Y)— 18:0-3-8,0.4121.19:0-2-10,0-0-01.110:0-3-8,0.4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.19 7-8 >972 180 BCLL 0.0* Rep Stress Ina NO WB 0.91 Horz(TL) 0-03 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:226 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except BOT CHORD 2x6 SP No.2'Except* end verticals. 7-9:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 5-7 2-11:2x8 SP 2400F 2.0E,2-10:2x4 SP No.2 REACTIONS. (lb/size) 7=470710-3-8,11=4436/0-5-8 Max Horz 11=231(LC 4) Max Uplift7=-1504(LC 8),11=-1401(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6669/1991,3-4=-4648/1371,4-5=-4576/1378,2-11=-3467/1128 BOT CHORD 11-12=-509/998.12-13=-509/998,10-13=-509/998,10-14=-2036/6269,14-15=-2036/6269, 9-15=-2036/6269,8-9=-2036/6269,8-16=-1400/4384,16-17=-1400/4384, 17-18=-1400/4384,7-18=-1400/4384 WEBS 3-10=-454/1431,3-8=-2136/721,5-8=-14.43/4785,5-7=-5687/1815,2-10=-1592/5376 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 110111111111/ii/, Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. N• ‘17.,\-... 5\h ER P Pi���� 'if ii0 Webs connected as follows.2x4-1 row at 0-9-0 oc. �♦ V �,E N l A. •• 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 `♦ ,• N., `5'�••• �• o connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • 3)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph:TCDL=4.2psf;BCDL=3.0psf:h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18: ND 22839 • MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 .: * ,.. * : 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - , * 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •-p; t( :f' fit between the bottom chord and any other members. .�1 47 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=1504, -r TA F : ','./� 11=1401. �• �'••• ee 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '. R V- - ; ♦♦ 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1001 lb down and 311 lb up at e,ss/........ .""••�\ %% 2-2-12,1001 lb down and 311 lb up at 4-0-0,1001 lb down and 311 lb up at 6-0-0, 1001 lb down and 311 lb up at 8-0-0,1001 lb down i N Al- and 311 lb up at 10-0-0,1001 lb down and 311 lb up at 12-0-0,and 1001 lb down and 311 lb up at 12-6-0,and 1001 lb down and 311 , //"11111111%*1` , lb up at 14-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: Continued on page 2 May 31,2016 ,4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek�connectors This design is based only upon parameters shown,and is for an individual building component,not Mil a truss system Before use,the building designer must venfy the applicability of design parameters and property incorporate this design into the overall budding 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 required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1. • fabrication,storage delivery.erection and bracing of trusses and truss systems,see ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 1 Safety Information available from Truss Plate Institute,218 N Lee Street.Suite 312,Alexandra.VA 22314. Tampa,FL 36610 JobTruss Truss Type QtY Ply • 78731900 • 1817229 112 MONOPIICH TRUSS 2 2 Job Reference(optional) Builders FirrtSource, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MTek Industries,Iris Tue May 31 13:05:59 2016 Page 2 ID:_akMOOgICcvBYV7m4?iycCyTcndc-jZkgzGutrwg KW Oj?ybcYyT4a444FOpSBz_u17zB_W 8 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-6=-54,7-11=-10 Concentrated Loads(Ib) Vert:9=-1001(B)12=-1001(B)13=-1001(B)14=-1001(B)15=-1001(B)16=1001(B)17=-1001(B)18—1001(B) • 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 601.7473 rev.10/032015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing • MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation,storage.delivery,erection and bracing of trusses and truss systems,see ANSIRPH 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 T8731901 817229 T13G GABLE 1 1 Builders FrstSource, Jauicsonviee,Fl 32244 Job Reference(Ootionall 7.640 s Apr 192016 MMTek Industries,Inc.Toe May 31 13:06002016 Page 1 ID_8kMQ091CcvBYV7m4?iycCyToxk-BmI2AcvVcDoB891BWJ7nVgdmf6Hv_3tcQdjSZZzB_W5 200 i 8-2-8 I 16-5-0 I 18-5-0 I 2-0-0 8-2-8 8-2-8 2-0-0 Scale=1:35.0 4x6= 2x4 I I 2x4 I I 7 8 9 2x4 II 1.112x4 II 2x4 II 2x4 II 6 w 10 2x4 II 4.00 12 3x4 2x4 II 5 w r r ^ 11 zxa 11 Zxa II q r r 12 3x4 3x6 3 13 3x8 2 II V 14 y V 15 ,n w w w w w R w w w w w w w Y Y r Y Y Y Y Y Y Y r Y Y X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X 29 28 27 26 25 24 23 22 21 20 19 18 17 16 2x4 II 2x4 II 2x4 II 2x4 I I 2x4 II 2x4 II 2x4 I I 3x6= 2x4 I I 2x4 I I 2x4 I I 2x4 II 2x4 II 2x4 Il I 16-5-0 I 16-5-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 15 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.04 15 n/r 120 BCLL 0.0 • Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:96 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-5-0. (lb)- Max Horz 29=23(LC 13) Max Uplift All uplift 100 lb or less at joint(s)24,25,26,27,28,22,20,19,18,17 except 29=-226(LC 8), 16=228(LC 9) Max Gray All reactions 250 lb or less at joint(s)29,16,23,24,25,26,27,28,22,20,19,18,17 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-29=231/330,14-16=-231/328 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=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left and right exposed;C-C for members and forces& 11 VVFRS for reactions shown;Lumber DO =1.60 late grip 3)Ttruss designed for wind loads in the plane of the truss only. FFor studs exposed to wind(normal to the face),see Standard Industry ,•1' 'c ER 'P f ��1i Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `:``p�. /N d' • 4)Gable requires continuous bottom chord bearing. ��� '4••"\C E N S i 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). `� •• \. �.••. e 6)Gable studs spaced at 1-4-0 oc. No 22839 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf 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. * : 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,25,26,27,28,22, :13 , , CC 20,19,18,17 except(jt=lb)29=226,16=228. re/3 TA F '�'`� 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O' Q' , -,/7%)-- • R......... ......•: ''.,`—,./O N A'� `ss Walter P.Rnn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Btvd.Tampa FL 33610 Date: . May 31,2016 1 A WARNING-Verify design parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERENCE PAGE MI-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,notNI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `. lig building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for slabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.eredion and braang of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. •Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa.FL 36610 Job , Truss Truss Type Obi Py•• 78731902 817229.• T14G GABLE 1 1 Job Reference(ootiona0 Builders FirstSouree, Jacksonville,Fl 32244 7.640 a Apr 19 2016 MiTek Indusfiss,Inc.Tue May 31 13:06:01 2016 Page 1 ID_BkMQOgICLvt3YV7m4?iycCyToxk-fysONyw7NXw2mANa0e01u9xPVWujOI1fHT?50213 VW I -2-0-0 I 5-6.13 I 10-10-3 I 16-5-0 l 2-0-0 5.6-13 5-3-5 5-6-13 Scale=1:39.2 2x4 II 6 2x4 II l I 2x4 11 3x4 % r • 5 2x4 II 3xa 2xa II �/ 4x12 II 4.00 12 4 • 3 wo I 2x4 ` 3x6 1:11112v4 II Illtill i '! 1141111-11-11-1".aa� . r Rn .. a�rl1�: rl li•Mt 10 2x4 II 9 8 2x4 II 2x4 II 2x4 II -.- 117 3x6= 2x6 II 408= 5x6= 3x4= I 5513 I 10-10-3 I 16-5-0 i 5513 5-3-5 5-6-13 Plate Offsets(X.Y)- f26:0-1-14.0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.03 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.05 10-11 >999 180 BCLL 0.0 • Rep Stress Inc- YES WB 0.53 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:133 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 7-5-13 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=508/0-5-8,11=642/0-5-8 Max Horz 11=290(LC 8) Max Uplift7=355(LC 12),11=-382(LC 8) iii FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=774/403,3-4=512/226,4-5=444/242,2-11=-614/491 BOT CHORD 10-11=-366/170,9-10=-628/701,8-9=628/701,7-8=380/460 WEBS 3-8=-273/280,5-8=-96/266,5-7=580/479,2-10=313/676 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��%I I U II/,I 2)Truss designed Gable End Details aslnd applicable,loads in oar colane of the nsult qualified truss build ng designer as per s exposed Ato wind PII normal to the face),see Standard Industry ,,'ell ER P. FAN,', 3)Gable studs spaced at 1-4-0 oc. �� •••�G E N S::./4/4 • ti ��� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ., • \- 6s•••. • 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 22839 1 0.) fit between the bottom chord and any other members. 111 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=355, 11=382. • 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this buss. '9 j� IrrE :?3. TA F .:let' • .�,,,�s• .••R.••• , kY 04 es<<rn i s»tl- Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 / 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 6NTEK REFERENCE PAGE 111-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MTek6l 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 trusspermanent web and/or chord members only. Additional temporary and bracing MiTek* k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandna,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply • 78731905 817229 716 Common 16 1 Job Reference(notional) Builders Fi stSoutce, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc Tue May 31 13:06:02 2016 Pape 1 I D:_8kMQOgI CcvBYV7rn4TrycCyToxk-780oblxm8r2vNTSadk9Fa5i6evplSxiutxCZeSzB_VV3 I 1401 4-7-3 I 8-1.8 I 11-7-13 I 16-3-0 1-4.0 4-7-3 3-6-5 3-6-5 4-7-3 Scale=1:29.2 4x6 = 3.00 12 4 r� x4 2x4 = 2 3 5 J 117 2 6 ME_13 -..wir• g 6 8 7kir 3x6= 3x8 = 3x8= 3x6 I 8-1-8 I 163.0 8-1-8 8-1-8 Plate Offsets(X,Y)- 12:0-3-0.Edge11,16:0-3-0.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loci) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.11 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.23 6-8 >827 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.13 Horz(TL) 0.04 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=504/0-3-8,2=599/0-5-8 Max Horz 2=38(LC 8) Max Uplift6=-148(LC 9),2=224(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1417/1005,3-4=-1063/708,45=1064/709,5.6=1462/1048 BOT CHORD 2-8=932/1339,7-8=978/1393,6-7=978/1393 WEBS 4-8=156/331,5-8=-430/403,3-8=-377/354 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=24ft;Cat.II;Exp C;Encl.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 11111/1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`,‘1 .R P /I/, 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,� P%.•. .. F A,//, fit between the bottom chord and any other members. V C E N �/ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=148, , • V� d'•-v+ ��, 2=224. No 22839 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = * • r, •� - • * j 1 ii�L• { TAX F • C� . I:."t1/47-h%.,"...„," ,,,_ • ,z. •'moi,/S',5,�N A`G� �. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTV(REFERENCE PAGE MY-7473 nw.10/03/2015 BEFORE USE IIII• 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 bulking designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSV7PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 38610 Job , Truss Truss Type 0y Ply • T8731904 817229. T16A COMMON SUPPORTED GAB 2 1 Job Reference(optional) Builders FirstSaxce, Jacksonville,Fl 32244 7.640 s Apr 19 2016 MiTek Industries,Inc.Tue May 31 13:06:032016 Page 1 ID:_8kM00gICcvBYV7m4?iycCyToxdreL Aoey0v8Am?d1mBRgU7JFJUHDBP028ay6AuzB_W2 B•1-81 163-0 I 8-1-8 8-1-8 Scale=1:32.4 I I 3x6 3.00 1 2x4 2 2xa II 2x4 II 2x4 II 5 6 7 8 9 2x4 II d 2x4 II 10 I 1.4-0 I 3x4 V r 3x4 4 Y Ili I 140 0 3 11 13 y Y w 2 V 12 CJ L� 13 T� 6 3x4 = 4x8 II 19 18 17 16 15 14 4x8 II 3x4 = 2x4 II 2x4 II 2x4 II 2x4 II 5x6= 2x4 II I 16-3-0 I 18.3-0 Plate Offsets(X,Y)— 12:0-3-8,Edgel,f2:0-6-12.Edoel,f7:0-3-0,Edoel,112:0-3-8,Edael.f12:0-6-12,Edgel.115:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 13 n/r 120 BCLL 0.0 • Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. All bearings 16-3-0. (lb)- Max Horz 2=46(LC 12) Max Uplift All uplift 100 lb or less at joint(s)17,18,16,15 except 2=162(LC 8),12=166(LC 9),19=171(LC 12),14=174(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,12,17,18,16,15 except 19=295(LC 23),14=295(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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=24ft;Cat.II;Exp C;End.,GCpi=0.18; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,,,‘4*4I 11 f;to/,, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `�. -(ER P R 0e 4)Gable requires continuous bottom chord bearing. ��,,`4%\-•.E N' �4, 0 5)Gable studs spaced at 1-4-0 oc. ENS•• i 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• e•••. �� 7)•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 • N O 22839 fit between the bottom chord and any other members. *; * • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,16,15 except (jt=lb)2=162,12=166,19=171,14=174. • fC‘*(15) 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)12. F. "O•[( •10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. "11.Q T 4'''‘..9...1:F.,y��:I / °° % -dR1 c. • 11 Q/0 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 4 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 811-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTeklb connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ony.Additional temporary and permanent bracing MiTek' lek' 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 buss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 36610 . Job Truss Truss Type Qty Ply T8731905 817229 7168 Common 2 1 Builders Fl�So rce, Jacksonville,Fl 32244 Job Reference 19 2016 iTek Industries,Inc.Tue May 31 13:06:032016 Page 1 ID: 8kMQOgICcvBYV7m4?iycCyToxk-cL_AoeyOv8Am?d1 mBRgU7JFEgJ4KBOy26ay6AuzB_V12 1 -1.4-0 1 4-73 I 8-1-8 I 11-7-13 1 16-3-0 I 1-4-0 4-7-3 385 3-6-5 4-7-3 Scale=1:29.2 4x8 =- 3.00 3.00 i 4 2x4 ialla 2x4= 3 5 a tie' trA 2 6 v 0 r d� i i lit =3x8= 9 8 t 3x63x8 = 7 34= I 8-1-8 I 10-5-8 I 16-3-0 I ' 8-1-8 2.4-0 5-9-8 Plate Offsets(X,Y)— 12:0-4-O,Edgel.16:0-4-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.41 2-8 >296 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) 0.32 2-8 >379 180 BCLL 0.0 * Rep Stress Inc( YES WB 0.13 Horz(TL) -0.04 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer installation guide. REACTIONS. (lb/size) 6=406/0-3-8,2=537/0-3-8,7=160/0-5-8 Max Horz 2=38(LC 8) Max Uplift6=217(LC 9),2=-385(LC 8),7=22(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1194/1892,3-4=-792/1512,4-5=792/1509,5-6=-1183/1782 BOT CHORD 2-9=1802/1127,8-9=-1802/1127,7-8=1683/1116,6-7=1683/1116 WEBS 4-8=-544/203,5-8=-419/327,3-8=-418/451 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Enc.,GCpi=0.18; MWFRS(envelope)and C-C Exterior(2)zone;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `%t"1111111/,,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� .c .R P. A• 111, 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will •S‘-‘1:N\- ..•• /� F fit between the bottom chord and any other members. `4: •••\* ••ENS.•. + i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt--Ib)6=217 ♦ Ne C F•�•• 6)"Sem 5igid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • WO 22839 ' TA F ,,.1� -"iliIII111t% Walter P.Rnn PE No.22839 flMTek USA,Inc.R.Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: May 31,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IIBTEK REFERENCE PAGE M1-7473 rev.1&03/2015 BEFORE USE Design valid for use only with Weld!)connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use.the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing ,Y',A1 k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI TPI7 Quality Criteria,DS13.89 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 T8731906 817229 T16C Common 2 1 Job Reference(notional) Builders FirstSource,Jadksonville.Fl 32244 7.640 s Nov 10 2015 MiTek Industries,Inc.Tue May 31 15:58:03 2016 Page 1 I D:_8kM QOg ICcvBYV7m47rycCyToxkolbnR4LYXhpgHRcetrLOlLgwbNQXBoX3BArCNIvAy_o I -1-4-0 I 4-7-3 I 8-1-8 I 11-7-13 I 16-3-0 I 1-4-0 4-7-3 3-6-5 3-6-5 4-7-3 Scale=1:28.4 4x6 = 3.00 l• 4 2x4= •M 2x4= 3 5 .- 6 2 � ---- --7 I� 41...11#• �����������������������������������"• 3x4 = 3x4 = 9 8 7 3x8 = 3x6= I 8-1-8 I 10-5-8 I 16-3-0 I 8-1-8 2-4-0 5-9-8 Plate Offsets(X.Y)- 12:0-3-7,Edge1,16:0-3-7,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udfl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.11 2-9 >874 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.20 2-9 >492 180 BCLL 0.0 * Rep Stress Ina YES WB 0.15 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) i Weight:65 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except(jt=length)2=10-5-8,9=10-5-8. (Ib)- Max Horz 2=38(LC 8) Max Uplift All uplift 100 lb or less at joint(s)6 except 2=123(LC 8),9=197(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7 except 2=277(LC 23),9=675(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=280/121,3-4=-262/358,4-5=261/358,5.6=-279/141 BOT CHORD 8-9=104/252,7-8=104/252,6-7=104/252 WEBS 4-9=-342/293,5-9=-478/460,3-9=-475/443 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=24ft;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 ,`rirll«I I I Iif/ii,, 3)This truss hast e been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0%-`%r,`grip DL=1.60 '0 '-`........ ..4'4' °O 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � V•'••Cr E N S ,1"r ui will fit between the bottom chord and any other members. a •�' �••e• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) • No 22839. 2=123,9=197. r• *: ••* ". 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = rt CC— LOAD CASE(S) -fl.•Standard i-�t { TAT. 'OF $/:.= Wafter P.Flnn PE No.22839 MiTek USA Inc.FL Cert 6634 6904 Parke East Blvd-Tampa FL 33610 Date: May 31,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI-7473 rev.1G'03,2015 BEFORE USE 1 Design valid for use only with MTeke 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 budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Z c Igt > ,N, _1 ton0 _ %.< aDz___ ,„ wa m cn _-cl.. ii Ilia p2 ., m 0,11 -4 O o I- mIII ' z N. x _1 ) zill I- Oma O -I ca-• o° c p n o O0 7 0 v 0 p c � Z on Fe CD -a ° dDOpn ZSoFH i3tJaf' 77 � 0 o � -0 ( > 0 D•0 Dp O � D 7ni-c a m . no Dwao c N ° m m*WQ3 a0 ° 00 5 x m r adooc �Sa_ ! iD1 (.C5a , _ w coaC • • no n ' T< o m 0 -' N crm a'7N� �• � pON 3 0 °' Q0 a vD-• O °aQ z•O ( CD O .CD _ - 0.0- Z m no' 3 • = 2 3 �o5 �o -1m ��oN 'n5F QOO oo = o � 5m 3m ' m � n� ET ID St a • aa) co ucn a • Q ppnnc ODD n X" (7).O n O H 5 ON . o p 7 xvo ° mm ZQ o + , ionD c- 53N3 � a) O •o' cw Coc �Q =• o = �'E o 0 m x o c n m a o = -o vc cum coN m m CD 0 c c 1 m m n z O -+Dc- TOP CHORD 3 co =0o m �M . p 3o m 0 E op - Z 7 S 7 ai o-, C X ((A TOD co co • O- CD a) Z1 C) CAD -1-I:D n R. a (DCD CA m � z xm 2 erH<n' o a a. �cmn n --16D mo � � a co 0 CD N `� O M m XI m O XI o cn < a w O m m rrl 7J cc, c z W m CD CD co coal St c° °)w D N D _ N V 7 (A C CD N m N D CA r- ® Q N of N CAm m D{ O a .Z1 _� O am oo �� m H 03 a) ineini CD 0 • ktl .,*cn O " XI Ico '< a _� w - m m H CD CO 0 ? ® ° 5 o N Z D p X c_.) -` > a 2.W P.Z 0 -1a - CD O m TOP CHORD O (D W --4 0, Cr, A W N - C, O co J Cr, N A W N -+ =.o > >m C ' v o o 0 o a o v 5 c 50 0 ) a s 0 o`o v - ua� d m Q 1 amD oC(7)m o a< D < mm -. D m nm mm 3 _ d3Om3NN m Na NNftO0o< fD `< (ap c a ea -,p 'O»F n OO OO 34 (o.am.m (Q „,2 nQ Q' m � • (O. (pm ( m 3 1m 2.2 `"0- w Q fD Ncy m 3C m m �;° oa 62 O Q Xm g d ' aNQ ; . OD) n gCNoO No '6- m= D > D apOO0_ 0- S 3- O Wy _ N 2 N O 2, u2 m NmOv NOO p N O YpN z2:2g > O c, m mdoNmWa mm mm3 omow m»m a, om - Qg. m9, a 0' o mm Et r 3 N N N N N `A f0.w St (O-2 O( ''=i 3 O 11,,‘'. N " N 0 t0 o m c N C A , a N _5 __a 0,2,‘- .0 n.Q 0 n S, c OT O f(D y (D N F N m ,=--Cl N c 2 a V, 2 3.N o1 9.N n N N N D) c ( N N g.° 2-a',:, O o Q 6, Cl) N c N S N O a ,. N N > >'N (D O O 3 5i a pj c -a co a 8(D a x E ..-FD' " a(O N� a N n O \V -.o N c y N (n O V m Q - N Q A 'Q fD C P2-1,00, d < a N 5, c *)a m m 3 c 3 m m m (o >: ,0 m 0.m y a 3 a F < o m Cl m.N n m n,o„ m(O O n <N 0,B 3 m°, o O m fD 9 d 2 m 0 m 3D o F= D N o 'c o a o• °y a m o f o - O � o m m Cr a Q a a (v o o 2 a o >•v Z -- (D m a a m C ia/ 3 F'2 3 N m c w o m o a ,< m N c m a c y m. �< ,, m a y m g m m 5 o m a n g o (o(ff� 0a <(S m T. zc_ F . a o Q(o m N (Q� O �1:5 O N'O a co tc _3 ] N c »I O d ^= a O ficn g, '�D* W .. N O n 0- �N‹ c . '" .,.. N m o 5 N (D O N N N d �- N ° C d »- mw m N o m Ta 3g mo m= m m,c �Cu D, n o a� -gym 3 N = E v m a Q d m o o - n m a m FD'� w e o f -• m o •' �' � _a .oma n y o �v a.� o F Q c d m(o 3 O �f1 m H x C7 w < m N 3 m o. .p - O 5 m �. H E. „,_ cA- a) (D F d O N o p a al » O, c N a N = 5N N N �V p F o c m m m m H m' m 5 w o m m m(o 0- = o ym o m o a m (`)� 3 m �� < 3, �. M. m a c v m v •, a a m Q m a n < m-n C) O N F v 51,) o o g o ' o <° 1 ` 1 5o N 3� 3 m CD Z v .< m 00 CD IF 0 R T E MEMBER REPORT Level,BM1 PASSED 1- v G 2 piece(s)13/4 x 16"1.9E Microllam®LVL Overall Length: 16 8 0 .,-,;-,,,,,,:,..:-.v..,,,,,,, -,..„.;.,, + o o ' 161 0 f a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual o Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 5904 @ 0 2 0 9188(3.50") Passed(64%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(lbs) 4753 @ 1 7 8 13300 Passed(36%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 23625 @ 8 4 0 38893 Passed(61%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Uve Load Defl.(in) 0.277 @ 8 4 0 0.544 Passed(L/708) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(In) 0.551 @ 8 4 0 0.817 Passed(L/356) — 1.0 D+1.0 Lr(All Spans) •Deflection aPoeria:LL(L/360)and TL(1/240). • Bracing(Lu):M compression edges(top and bottom)must be braced at 7 0 3 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing :roads to Supports(lbs) Supports Total Available Required Dead Fll.ive oor Roof Total Accessories Live 1-Column-SYP 3.50" 3.50" 2.25" 2937 333 2967 6237 None 2-Column-SYP 3.50" 3.50" 2.25" 2937 333 2967 6237 None Tributary Dead Floor Live Roof Live Loads Location Width (0.90) (1.00) (non-sow:1.25) comments 1-Uniform(PSF) 0 0 0 to 16 8 0 1 0 0 12.0 40.0 - Residential-Living Areas 2-Uniform(PLF) 0 0 0 to 16 8 0 N/A 110.0 WALL ABOVE 3-Uniform(PLF) 0 0 0 to 16 8 0 N/A 215.0 - 356.0 ROOF ABOVE Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design olteria and published design values. 111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/14/2014 8:49:49 AM Forte v4.6,Design Engine:V6.1.1.5 Garrett Bumgardner BFS Job.4te (904)772-6100 garett.bumgardner@bldr.com Page 2 of 2 it F O R T E ` JOB SUMMARY REPORT Job.4te el.:Level Member Name Results Current Solution Comments BM1 Passed 2 Piece(s)1 3/4"x 16"1.9E Microllam®LVL • Forte Software Operator Job Notes 10/14/2014 8:49:49 AM Garrett Bum gardner Forte v4.6,Design Engine:V6.1.1.5 SFS Job.4te (904)772-6100 garrett.bumgardner@bldr com Page 1 of 2 August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 OD ® MiTek USA,Inc. Page 1 of 1 DEEDNote:T-Bracing/ I-Bracing to be used when continuous lateral bracing OD is impractical.T-Brace/I-Brace must cover 90%of web length. o0 L�Vf - 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 t 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 0-••••••••0 4 Nails / Section Detail ii T-Brace Web Nails Web I-Brace ►31 assoNails r FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 OI I ® MiTek USA,Inc. Page 1 of 1 = , . 0 J GENERAL SPECIFICATIONS loo �� 1.NAIL SIZE=3"X 0.131"=10d LAA2.WOOD SCREW=3"WS3 USP OR EQUIVALENT D DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA, Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. / 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. _ I I __ I___11 __T-__I I __1___T__...1.___EL__t I--- —_ II I 1 // 11 II II II II II 11 II 1 I II II II II II II 11 II 11 'I II II II II II II II i 9 M M N H , II II I II II ,, II II II 11 II II 11 11 I1I I1I II II II II 11 11 I (1 "I II • " II 1i , � II I II II " II 1 11 II II II II I 11 I I I II II 11 II J � _ I I A 1 � I, It II I ,I ,I 1 II II 11 1 II I, I,BASE TRUSSES VALLEY TRUSS TYPICAL 1 VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRUSS 0. .:.1 - 1111411 SEE DETAIL1 A BELOW(TYP.) ,\I . SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 \ i ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) . MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. JANUARY 28, 2015 LATERAL TOE NAIL DETAIL ST-TOENAIL SP • OI I MiTek USA,Inc. Page 1 of 1 1Vr1�\ � 1 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER I oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND i oo EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 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 0 .131 88.0 80.6 69.9 68.4 59.7 z O .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR � ILLUSTRATION PURPOSES ONLY 6 .162 108.8 99.6 86.4 84.5 73.8 ri Z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW O .131 75.9 69.5 60.3 59.0 51.1 (22 x3) AILS 6 .148 81.4 74.5 64.6 63.2 52.5 ri � NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. 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 Ii NEAR SIDE 1 NEAR SIDE ( I NEAR SIDE NEAR SIDE , NEAR SIDE i NEAR SIDE - ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30°T0 60° 30°TO 60° 30°T0 60° 45.00° 45.00° 45.00° . .7' r r • " FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK I I= ® MiTek USA,Inc. Page 1 of 1 =ID TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, W '0 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA, Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING WEB WITH 3 -tOd NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH ( ) (0.131"x 3)" (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x 3") ATTACH TO VERTICAL WEB WITH(3)-10d NAILS i(/// ( A____Ii -- . (0.131"x 3") \ 1A . \___Iiiiti N. __\ _ \ ,::_, BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD 572......::-.;,--, ra.—..w� a�ZrAll, �� ..,111 ■� SII L We Al `I" /' USE METAL FRAMING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD WEB WITH(3)-10d NAILS (0.131"x 3") STRONGBACK(DO NOT USE (0.131"x 3") DRYWALL TYPE SCREWS) 4-0-0 TRUSS 2x6 1 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) IRS:. FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MiTek USA,Inc. DL1 I 10 ®01 MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E TRU MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. oo CATEGORY II BUILDING oo EXPOSURE B or C ASCE 1 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 WITH(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 �', 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 ..SE Y ®�� DIRECTIONS AND: '� 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR I MIlIii1=INI•®1MIIIIIII ®IDC`'1 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM Elm guli!�/ 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 72'0.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM C > OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: - —,LIg I\ REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On s �, 7-II, \I\ miq\I` \ PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE � \�`I\` TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE `�' I� i TRUSS MITEK DESIGN DRAWING. `1 `\�\\ —--,24%-'—... "z- ' SCAB CONNECTION PER -46- 11-.11. .411.k4.��k� `�_`'�� NOTE D ABOVE , ii ����'� .,_ IP 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.WI(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or i STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint \`.\ 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 %r 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 BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS -• GREATER THAN 4000 LBS. P 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. • 413.r,...a? ::� ,y.t..: FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 // I If I ® MiTek USA,Inc. Page 1 of 2 OD Typical x4 L-Brace Nailed To 2x Verticals W/10d Nails,6"o.c. Vertical Stud i I oo Vertical Stud (4)-16d Common DIAGONAL LAA I-nWire Nails , BRACE X><MiTek USA, Inc. 16d Common SECTION B-B L11110% Wire Nails DIAGONAL BRACE ,—_Ii...Id\� Spaced 6"O.C. 4'-0"O.C.MAX �� (2)-10d Common �I� Wire Nails into 2x6 `r 2x6 Stud or �� SHOW GEOMETRY AND ILLUSTRATIONTO S �= 2x4 No.2 of better SHOWN ARE FOR ONLY. Typical HorizontalBrace do Nailed To 2x_VerticalBras 12 SECTION A A w/(4)-10d Common Nails ,y©� Varies to Common Truss 2x4 Stud /r !Ft' 4mrat „m„i""ii. SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING Al I I IDRAWINGS FOR DESIGN CRITERIA • TO TRUSSES WITH(2)-10d NAILS AT EACH END. jy ATTACH DIAGONAL BRACE TO BLOCKING WITH - i��'` (5)-10d COMMON WIRE NAILS. ny 3x4= Rimu (4)-8d NAILS MINIMUM,PLYWOOD tilln//////�rA��F//////AW��//�� SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max Roof Sheathin• NOTE: _ 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. ;i-;1 ? %�►%�� 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND � WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1�-3" (2) 1 I -�� 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT it (2) 10d NAILS BRACING OF ROOF SYSTEM. / P 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB / OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. / rUS" -s @ 24" o.c. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A NLr 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTALBRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. ONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag- BraceD TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 point WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. KING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall r,, HORIZONTAL BRACE (SEE SECTION A-A) 2Minimum DIAGONAL DIAGONAL Stud Without 1x4 2x4 BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6 2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4 Diagonal braces over 6-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSt1RF ft or ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. "„r,y, FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 ` i II I ® MiTek USA,Inc. Pageall 2 of 2 0 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses @ 24" o.c. 00 n ^ v HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. �vr (SEE SECTION A A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing 1 TO BLOCKING WITH(5)-10d COMMONS. 7:117: Illy 7: Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 1d 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 I•k R TRUSSES IWITH TWONdANAILSE ACH FO STEN PURLNTO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES I if needed ON TEITHER SIDE AS NOTED. TOENAIL BLOCKING ATTACH DAGONAL(BRACE TOIBOCKNG WITH �I (5) 10d COMMON WIRE NAILS. End Wall is—' --;,.i.;—�--_ti 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 FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL , NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL 111110% 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) ' MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE li le( i 1 : VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS I �►: AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL . BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSSCHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN A lib IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. �itI 1I11kSTANDARD / NOTE:THIS DETAIL IS TO BE USED ONLY FORSTRUCTURAL GABLES WITH INLAYED I STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE.II GABLE TRUSS gslo I _._._-.- ..z..__._.._._ R . . , . • eve TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam - Bolt or Nail Connection (lbs)111 Hanger '/2"es or 1/4"Ø Bolts(384) 16d (0.148"x 31/4") Nails Beam Configuration Bolt #Bolts #Nails Type Diameter(2) 2 4 6 8 6 12 18 24 0.5 2,100 4,200 6,300 8.400 3131y134., FACE 2,125'51 4,250(5' 6,370(5' 8,49515' (51/4' Beam) 0.75 3,060 6,120 9,180 12,240 0.5 760 1,525 2,285 3,050 st (s1 t TOP 1,060 2,125 3,185s4,2506> 0.75 930 1,860 2,790 3,720 --- --- -- -- FACE -- - --- - 3'/2"+13/4" -- --- -- -_____ - (53/4" Beam) 0.5 1,050 2,100 3,150 4,200 TOP 1.060 2,125 3,185 4,250 0.75 1,530 3,060 4,590 6,120 0.5 2,100 4.200 6,300 8.400 31/2"+13/4" FACE/ est st s� s� (53/4"Beam) TOP 2,125 4,250 6.370 8,495 0.75 3,060 6,120 9,180 12,240 FACE 0.5 1,400 2,800 4,200 5,600 _ - 4-ply 13/4" 0.75 2,040 4,080 6,120 8,160 (7" Beam) TOP 0.5 675 1,355 2,030 2,710 -- 0.75 825 1,655 2,480 3,305 0.5 2,800 5,600 8,400 11,200II sl sl (st FACE 2,830 5,665 8,495 11,3305> 2-ply 1%"+ 31/2" 0.75 5,025 10,050 15.070 20,095 (7"Beam) 0.5 935 1,865 2,800 3,735 s st st TOP 945` 1.890 2,830 3,7755t 0.75 1,360 2,720 4,080 5,440 111 0.5 1,720 3,440 5,160 6,880 2-ply 3'/2" FACE/ (7" Beam) TOP - - - 0.75 2,480 4,960 7,440 9,920 0.5 1,015 2,030 3,050 4,065 2-ply 13/4"+33/2" FACE/ (7"Beam) TOP 0.75 1,240 2,480 3,720 4,960 FACE 0.5 1,720 3,440 5,160 6,880 --- --- --- -- 2-ply 1%"+ 31/2" 0.75 2,480 4,960 7,440 9.920 (7"Beam) TOP 0.5 675 1,355 2,030 2.710 - 0.75 825 1,655 2,480 3,305 0.5 2,800 5,600 8,400 11,200 51/4"+ 1%" FACE! 2,830`5' 5 665(st 8,495(5' 11,330(5' (7" Beam) TOP 0.75 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required. Bolt holes to be 9/16"maximum for'/2'bolts, 13/16"maximum for 3/,"bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member. Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally, install half the number of required nails from side opposite hanger. i Page 1 of 8 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. ■ TECHNICAL BULLETIN eve April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)(') Fastener Type Hanger Wood g USP WS Simpson SDS Beam Configuration Screw Type Length #Screws #Screws 2 4 6 8 2 4 6 8 ' FACE(3) 3W 1,435 2.870 4,305 5,740 2.040 4,080 6,120 8,160 3-ply 11/4" I (51/4" Beam) TOP(2) 31/2' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 I FACE 3'/i' --- --- --- -- --- -- --- -- 3'2"+13/4" (51/4" Beam) / , , TOP(4) 3'/2' 720 1,435 2,155 2.870 1,020 2,040 3,060 4.080 31/2"+13/e" FACE/ 3V2' 1,435 2,870 4,305 5,740 2,040 4.080 6,120 8,160 (51/4"Beam) ! TOP 131 FACE(21 6'45' 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 4-ply 11/4" (7" Beam) ' TOP(2) 6"f5' 705 1,405 2,110 2,810 905 1,815 2,720 3.625 i FACE(3) 3W 1,915 3.825 5,740 7,655 2,720 5,440 8.160 10,880 2-ply 11/4"+ 31/2" 6"`5> 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7" Beam) j2 3'/i' 640 1.275 1,915 2,550 905 1,815 2.720 3,625 / i ir• TOP(2) 6"j5' 705 1.405 2,110 2,810 905 1,815 2.720 3.625 I 2 pBea/m) j 1 i FACTOP EZ! 6"`5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 1 2-ply 1'/4"+31/2" FACE (7"Beam) TOP 131 6'"" 1,055 2,110 3,165 4.220 1,360 2,720 4,080 5,440 17-'------ FACE(4) 6"`51 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 13/4'+31/2" : (7" Beam) I TOP(4) 6"`5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 51/4"+11/4' FACE! 31/2' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 (7" Beam) I i TOP(3) I ij 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 Microllae LVL,but are not recommended for TimberStrane LSL. Page 2 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.©2010 Weyerhaeuser NR Company.All rights reserved. ■ eve TECHNICAL BULLETIN April 2010 • by Weyerhaeuser Bulletin TB-300 Table 2B: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)(" Connection Name • Hanger Wood TrussLok Beam ConfigurationType Screw Length #Screws 2 4 6 8 • I FACE(3) 3%" 1,600 3.205 4,805 6,410 3-ply 1'/4" I (51/4" Beam) / j TOP(2) 3'/e' 800 1,600 2,405 3,205 •i FACE 33/•" --- -- 31/2"+13/4" (51/4" Beam) TOP 141 33/•" 800 1,600 2,405 3,205 31/2"+11/4" { FACE/ 3%" 1,600 3,205 4,805 6,410 (5'/4"Beam) l TOP 131 i FACE 121 5",63/." 1,160 2,320 3,480 4,640 4-ply 13/4" (7" Beam) 1 { t TOP 121 5",63/." 775 1,545 2,320 3,095 -- 3%" 2,135 4,270 6.410 8,545 FACE 131 2-ply 13/4"+3'/2" Al ' 5",63/." 2,320 4,640 6,960 9,280 (7"Beam) y TOP 121 3%" 710 1,425 2,135 2,850 5",63/" 775 1,545 2,320 3,095 2-ply 31/2" FACE 2� 5",6'/." 1,160 2,320 3,480 4,640 (7" Beam) TOP 2-ply 1 +3/2" FACE p y 3/4" TOP 131 5", 63/:' 1,160 2,320 3,480 4,640 (7" Beam) f: 2-ply 13/4"+3'/2" • FACE141 5",63/." 1,160 2,320 3,480 4,640 (7" Beam) TOP 141 5",61/4" 1,160 2,320 3,480 4,640 51/4"+1'/a" FACE 3� 5",63/<" 2,320 4,640 6.960 9.280 (7" Beam) TOP 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. Page3of8 4111116.0*** CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AliWeyerhaeuser,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. . • ■ TECHNICAL BULLETIN eveApril2010 i 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 3W) 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'm maximum holes a a • Lead holes not required for wood screws Conc.Load Conc.Load m m Conc.Load Conc.Load 0s o `o V • .��. ... � � � .\ • ✓,/ • /,/, • /4 • a * ,/�, • a / N / • 74 / �— •.. �/ • � • \�� • W� • ��� • \EQ.is EQ.\ \ 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=71/2'for'/z'0 bolts d=91/2"for 1/2"0 bolts d= 111/2'for 1/2"0 bolts d=9'/:for 1/2"0 bolts d= 14"for 1/2"0 bolts d= 16"for'/"0 bolts Conc. Load Nailed Connection Detail — E ,z *STAGGER NAILS TO MI PREVENT SPLITTING 16d Sinker(typ) 1 /z" \ III 9" 1 (0.148" x 31/4") Typ. (+1-1") ��6 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.!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. . ■ . eve TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Table 3: Allowable Capacities of 51/4" Beams with Bolt Connections Bolt Conn. Beam Depth Dia. Loc. 71/4'• 91/;• 9w' 111/4" 111/4" 14" 16" 18" 20" 24" <5d 6,235 6,545 8,755 9,560 12,345 15.005 Max 1/2 >5d 10.150 10,500 12,950 13,825 16,800 19.600 Shear <5d 3,995 4,260 6,210 6,940 9,510 12.015 J (lbs) '' >5d 8,750 9,100 11,550 12,425 15,400 18,200 2 10,605 15,295 15,685 23,905 32,760 42.265 cco1/_„ 4 9,355 13,470 13,730 20,915 28,725 37,250 u. Max 6 9,350 13.470 13,730 20,910 28,725 37,245 n Moment 8 13,510 20,575 28,275 36,685 E (ft-Ib) 2 10,600 15.290 15,685 23,900 32,755 42.260 H, 3/4" 4 9,900 14,215 14,195 21,490 29,020 37,225 6 29,015 37,220 -------- 8 36,655 <5d 2.745 4.445 4,665 6,240 6,810 8.795 10,690 12,610 14,545 18,440 Max 1/2 >5d 5,235 7,230 7,480 9,225 9,850 11,970 13,965 15,960 17,955 21,945 Shear <5d 1,455 2,845 3,035 4,425 4,945 6.775 8.560 10,390 12,250 16,040 s /4„ >5d 4.240 6,235 6,485 8,230 8,855 10,975 12,970 14,965 16,960 20,950 2 9.960 16,220 17,105 23.990 26.730 36,385 46,670 58,130 70.740 99,375 co ,/z„ 4 9,025 14,305 15,065 21,000 23,385 31,905 41,130 51,535 63,100 89,670 6 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63,100 89,670 T.D. Max 8 20,660 23,010 31,405 40,510 50,795 62,250 88590 Moment 2 9,950 16,210 17,100 23,985 26,725 36,380 46,665 58,125 70,740 99.370 (ft-Ib) 4 15,145 15,895 21,710 24,030 32,235 41.105 51,120 62,285 88,015 3/4" 6 32,230 41.100 51,115 62,280 88,010 8 40,475 50,335 61,335 86,745 <5d 4,520 4,745 6,350 6,930 8,950 10,880 12,830 Max 1/2 >5d 7,360 7,615 9,390 10,025 12,180 14.210 16,240 Shear <5d 2,895 3,090 4,505 5.030 6,895 8,710 10,575 J (lbs) 3/4" >5d 6,345 6,600 8,375 9,010 11,165 13.195 15,225 a_ 2 18,090 19.080 26,760 29,815 40,740 52.430 65.495 4 15,960 16,805 23,420 26,085 35,725 46.205 58,065 cu 6 15,955 16,800 23,420 26,080 35,725 46,205 58.060 cu Max 8 23.045 25,665 35,165 45,510 57,235 as Moment 2 18,080 19,070 26,755 29,810 40,735 52,425 65,490 a (ft Ib) 4 16,890 17,730 24,215 26,805 36,095 46,180 57,600 3/411 6 36,085 46,170 57,595 8 45,470 56,715 Table 3 General Notes • Connection location refers to distance from face of bearing to centerline of connection, where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. • Shear reduction has been taken in accordance with NDS 3.4.3.3. • All values shown are for 5'/<"widths. Multiply by 1.33 for 7"wide beams. • 91/4'and 111/4"TimberStrand''LSL are 1.3E grade, all other depths are 1.55E grade. riwcwen; , . . «. Page 5 of 8 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. • • TECHNICAL BULLETIN 111= 1 March 2010 Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllamv\ LVL beam supporting a 2-ply MicrollamLVL beam on one side and floor joists from the other side. The floor joists apply a 500 pif load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. V Brg. (Typ.) J L • J L • J L J L 1t J L J' L Additional 3-1% x 14" Microllam'LVL Beam, Flush `3 Connection Required for Concentrated Face Mount Hanger with 5,000 lbs Reaction Load L r 2- x 1®LVL 14" Microllam® '" 14" Floor Joists @ 24" o.c., Typ. Beam, Flush r 4'-0" < 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel.Microllam,Parallam,TimberStrand and Trus Jost are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ eve TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Solution: ■ Use the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide (#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf) on each side of beam — 2 rows of SDS 1/4"x 3'/2'at 24"on-center(510 plf) on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) • Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1, 2A or 2B of this bulletin, locate the section for a 3-ply 13/:'member and face mount hanger. Again, multiple options exist that exceed the 5,000 lb load requirement: — '/2"diameter bolts in a 6-bolt connection (6,300 lbs) — 16d (0.148"x 3W) sinker nails in an 18-nail connection (6,370 lbs) — 31/2'WS wood screws in an 8-screw connection (5,740 lbs) — 31/2" SDS wood screws in a 6-screw connection (6,120 lbs) — 33/8"TrussLok wood screws in an 8-screw connection (6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen, the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately 1'to either side of the concentrated load location. After inputting the span and load information, choose the two locations corresponding to the concentrated load location (+/.) 1'. Upon completion of the analysis, compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte®software output on the following page for results of this analysis. The 3-ply Microllam"LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(1'on either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d (48" < 14"*5 =70")from the end of the member. From Table 3 of this bulletin, the reduced allowable shear for the 3-ply 14" Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore, the beam is acceptable with the 6 bolt connection. • Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type, size, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US • 1.888.iLevel8 11.888.453.83581 •www.iLevel.com `Weyerhaeuser.iLevel Microllam.Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.(0 2010 Weyerhaeuser NR Company.All rights reserved. ■ ' TCI• LIAIII+ A I QIII I CTIA, Iinfni Forte MEMBER REPORT Level, Floor: Flush Beam ) whwore ) 3 PIECE(S) 1 3/4" x 14" 1.9E Microltame LVL PASSED 16 All Dimensions are Horizontal Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction fibs) 7595 c 2- 7809 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 @ 1'5 1/2" 13965 Passed(49%) 1 0 Building Use:Residential Moment(Ft-lbs) 25215 g 4'11 7/8" 36387 Passed(69%) I 0 Building Code:IBC Live Load Defl.(in) 0.356 02 7'1 13/16• 0.489 Passed(U494) -- Design Methodology:ASD Total Load Defl.(in) 0.456©7'1 7/8" 0.733 Passed(U386) -- • Deflection criteria.LL(L/360)and TL(U240). - Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. 4 • 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 ls� Bearing Bearing Bearing Dead I Floor/Roof/Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3 50" 3.40" 1641/5955/0/0 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33" 1164/4045/0/0 Blocking I • 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 Width Dead Floor Live Roof Live Snow Comments (0.90) (1.00) (nonsnow:1.25) (1.15) 1 -Unifomi(PSF) 0 to 15' 1' 100.0 400.0 0 0 0.0 10'Floor 2-Pointllbi 4' N/A 1000 4000 0 0 Location Analysis Shear(lbs) Moment(Ft—lbs)DF Comments Actual/Allowed I LDF Actual I Allowed/L 1 -3' 6035/13965/1 0 19186/36387/ 1.0 BOLTS LEFT OF HANGER 2-5' 39/12569/0.9 25215/36387/1.0 BOLTS RIGHT OF HANGER Forte"Software Operator Job Notes 3;25/2010 9:02 21 AM Level®Forte"'vi 1.Design Engine V4.3 0 1 Page 1 of 1 Page 8 of 8 CONTACT US - 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuserLevel.Microllam.Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. • • • • ''-'41AMAIMMINOMININOWIONMW44E.' PAR.4.1F OA"kt : 44:44$'4444Nrit:'