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<br /> Sob erence o tional
<br /> PmBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 02 10:0793 2015 Pege 1
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<br /> �0-0 7 4� !&A-9 � 17-7-7 23-0-D 30-0-0 �-0-
<br /> 1-0.0 �-0-0 5-0-9 5-2-13 5-4-9 7-6-0 1-0-0
<br /> Scale=1:54.6
<br /> �XS 2x4 II 3x4= 4x8=
<br /> 5.00 12 3 2p 2� q 5 zp 6
<br /> 1.5x8 STP= 1.5X8 STP= �
<br /> 7
<br /> �� z $ Iq
<br /> . o
<br /> 13 23 12 �.� 10 9
<br /> 4x4= 2x4 �� 3x8= 4x4_ 3xA= 2x4 ��
<br /> 3z5=
<br /> 7-0-0 12-4-9 17-7-7 29-0-0 30-0-0 i
<br /> 7 0 0 5-0-9 5-2-13 5-0-9 7-4-0
<br /> Plate dffsets tX Y)- [3:0-5-4,0-2-07 t6�0-5-4 0-2-D7 (7��-0-6 Edqet
<br /> l,OADING(psf� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP
<br /> TGLL 20.0 P(aEe Grip DOL 1.25 TC 0.9T Vert(L�) 0.28'IO-12 >999 240 MT2Q 244t19Q
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL} -0.53 10-12 >678 180
<br /> BCLL 0.0 ' Rep Stress Incr NO WB O.AO Horz(TL) 0.13 7 n/a n/a
<br /> BCDL 10.0 Code FBC20'f4(tPt2007 (Matrix-M} Weight:1351b FT=2Q°lo
<br /> I.UMBER- BRACING-
<br /> 70P CHpRD 2x4 SP No.2 TOP CHORD Struotural wood sheathing directly applied.
<br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiting directly applied or 5-8-13 oc bracing.
<br /> WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erection,in accordance with Stabilizer
<br /> REACTIONS. {i6/size} 2=1378/0-8-0,7=123410-8-0
<br /> Max Horz 2=-71(LC 6)
<br /> Max Uplift2=-622(LC 8),7=-524(LC B)
<br /> FORCES. (Ib}-Max.Comp.IMax.Ten.-At1 forces 250(Ib)or Iess except when shown.
<br /> TOP CHORD 2-3=-2670/1152,3-20=-3048/1345,20-21=-3048/1345,4-21=-3048l1845,4-5=-3048/1345,
<br /> 5-22=-2815t1239,6-22=-2915/1239,6-7=-23121897
<br /> BOT CHORD 2-13=-94112394,t3-23=-942t2405,12-23=-942124�5,41-12—t069/2915,
<br /> 10-11=-1069/2915,9-10=-701/2068,7-9=-705/2D63
<br /> WEBS 3-13=-25/290,3-12=-267/815,4-12=-351/240,5-10=-396/267,6-10=-420/1048
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered forthis design. ``,��t1111A��0�
<br /> 2)Wind:ASCE 7-10:Vu12=140mph{3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.il; `il S A. I��
<br /> Exp C;EncS.,GCpi=d.18;MWFRS(directional};cantilever Ieft and right exposed,end vertical left and right exposed;Lumber DOL=1.66 ,��O�P` �j�, �j�'
<br /> plate grip DOL=1.60 �� � ''G E N '� �
<br /> 3)Provide adequate drainage to prevent water ponding. �„'� '� .'�V� `SF�'.�/ �i
<br /> 4}This truss has bee�desig»ed for a'f 4.Q psf bottom chord live foad nonconcurrent with any other live Soads. i %
<br /> 5)'This truss has been designed for a live Ioad of 20.OpM on the hottom chord in aIl areas where a rectangle 3-6-0 talt by 2-0-0 wide wilt � N O 3�3$� -.
<br /> �.y
<br /> fit behveen the bottom chord and any other members. � �_�
<br /> 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lbj 2=622, �
<br /> 7=524. ' "'
<br /> 7)"Semi-rigid pitchbreaks with fixed heels"Member end fi�uty model was used in the analysis and design of lhis truss. �� �, • +`.
<br /> 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)84 Ib down and 88 Ib up at 7-0-0, ��.�.s,- - E '�L�
<br /> and 84 Ib down and 88 Eb up at 9-Q-12 on top chord,and'l791B down and 58 Ib up at 7-0-0,a�d 46 Ib up at 7-0-12,and 461b up at � ���
<br /> 9-0-92 on boKom chord. The desig�tsetec6an of svch connection device(s)is the responsibitity of others. i��•'•L � R��•\•��,�i
<br /> 9)In the LOAD CASE(S)section,loads applied ta the face of the truss are noted as front(F)or back(B). ���/�S�O N A1-�`i��,,
<br /> [.OAD CASE{5) Standard ,�l t l l i I R 1 t tt��
<br /> 9}Dead+Roof Live(halanced}:Lumber Increase=1.25,Plate tncrease=1.25 Thamas A.Albanl PE No.39380
<br /> Uniform Loads(plf) MiTek USA,Inc.R Cert 6634
<br /> Vert:1-3=-54,3-&=-54,6-8=-54,14-17=-20 6904 Patite East Sivd.Tampa Ft.3361�
<br /> I
<br /> Date:
<br /> 'i November 2,2015
<br /> �WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-�473 rev.f 0/03/Y015 BEFORE USE ���
<br /> Design vaGd for use only with MiTek�conneciors.This design is basad only upon parameters shown,and is for an individual bulding component,not
<br /> o truss system.Before ose,the building designer most verifylhe opplicability ot design partameters and propedy inco'porate this design into the overall
<br /> buitding design.Bmcing indicafed iz to preve�t buckGng o:indi»duo�truzs web ondtor chord members oniy.Ad�tionoi tempwary and permonent bracing �IT�l��
<br /> is atways req�ired for stability and to prevent colbpse wiih possibte personat injury and property damage.For generat guidance regarding the
<br /> fobrication.storoge,delivery.erection ond bracing of frvsses ond truss systems,see ANSI/fPll Quality Cdfedn,DSB-89 and BC51 BuOding Component 6964 Parke East Blvd.
<br /> Sa(ety Informalion avoilable(rom Truss Plote Institufe,218 N.Lee Streef,Suite 312.Alexandrio,VA 22314. Tampa,FL 33610
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