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• Jab Truss Truss Type Qry Ply
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<br /> 87944837 A02 HIP 1 1
<br /> Job Reference o tional
<br /> ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 MiTek IndusVies,Inc.Mon Nov 02 10:07�14 2015 Page 1
<br /> ID:J msDg2DljlzazPvMSacSgyeNTY-Cao9jm?TJ1rCr2hgX5nY32SnmsnDtaTbmA7HxDyNGXR
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<br /> Scale=1:54.6
<br /> 4x8= 2x4 I I 4x8 =
<br /> 5.00 �p 3 20 21 4 22 23 5
<br /> �y 24
<br /> 1.Sx8 STP= 25 1.Sx8 STP= P
<br /> 18
<br /> 2
<br /> 6
<br /> . �' 7 I�
<br /> i� �0 9 s
<br /> 7x4 II 3x4= 2x4 II 3x6�
<br /> 3x6% 3x8=
<br /> 9-0-0 15-0.0 21-0-0 30-0-0
<br /> 9-0-0 6-0-0 6-0.0 9-0-0
<br /> Plate Offsets(X.Y1— f2:0-3-0,0-1-81.f3:0-5-4,0-2-01.�5:0-5-4.0-2-01,f6:0-3-0.0-1-81
<br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.16 10 >999 240 MT20 244/190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.37 8-17 >978 180
<br /> BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.10 6 n/a n/a
<br /> BCDL 10.0 Code FBC2014(fP12007 (Matrix-S) Weight:130 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood shea[hing directly applied.
<br /> BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied.
<br /> WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erecfion,in accordance with Stabilizer
<br /> REACTIONS. (Ib/size) 2=1164/0-8-0,6=1164/0-8-0
<br /> Max Horz 2=88(LC 11)
<br /> Max Uplift2=-471(LC 12),6=-471(LC 12)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-18=-2002/903,18-19=-1916/913,3-19=-19081927,3-20=2088H074,20-21=-2088/1074,
<br /> 4-21=-2 0 8 811 0 74,4-22=-2088H074,22-23=-2088/1074,5-23=-2088/1074,
<br /> 5-24=-1908/927,24-25=-1916/913,6-25=-2002I902
<br /> BOT CHORD 2-11=-705/1761,10-11=-702/1767,9-1D=712/7767,&9=-712/1767,6-8=-7'IS/'1761
<br /> WEBS 3-11=0/305,3-10=-209/505,4-10=339/261,5-10=-209/505,5-8=0/305
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered for this design. ``��������,,,
<br /> 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; `��e S A. �/�j
<br /> Exp C;Encl.,GCpi=0.18;MWFRS(directional)and GC Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 25-2-15 `o� �P q�e 0��
<br /> Interior(1)25-2-15 to 31-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces 8 ♦ �,.•'���� ' ♦
<br /> MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `��,``2`�•��G E N 5�•,�/L����'
<br /> 3)Provide adequate drainage to prevent water ponding. � �
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any o[her live loads. � N O 39380 _ �
<br /> 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will '�
<br /> fit between 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 atjoint(s)except Qt=1b)2=47�, =-fl� �
<br /> 6=471. � `
<br /> 7)This truss design requires that a minimum of 7/16"sWctural wood sheathing be applied directly to the top chord and%°gypsum ��.",- A E �•�L�
<br /> sheetrock be applied directly to the bottom chord. i�.�q�' � �
<br /> ��i �� .� � R�Q�,•' � `��
<br /> ,�'��o;���N A�E�C��.
<br /> Thomas A Albani PE No.39380
<br /> MiTek USA,Inc.R Cert 6634
<br /> 6904 Parke East Bivd.Tampa FL 33610
<br /> Date:
<br /> November 2,2015
<br /> �WARNING-Verily design parameters and READ NOTES ON TH/S AND INCLUDED MREK REFERANCE PAGE Ml1-7173 rev.10/07/2015 BEFORE USE �!�
<br /> Design volid for use only with MTekc�connectors.This design is based only upon parameters shown,and is for an individual building companent,not b
<br /> a fruzs system.Before use,fhe building designer musf venfy ihe applicability of design parometers and properly incorporote this design info the overoll f
<br /> building design.Brocing indicafed is to prevent buckling of individual}russ web ond/or chord members only.Additional femporary and pertnanent brocing MiTek�
<br /> is alwoys required for sfability and fo prevent collapse wi�h possible personal injury and property damoge.For generol guidance regarding the
<br /> fobncotion.itoroge,delivery,erection ond brocing of trusses ond fruss systems,see ANSI/iPll Qualify Criteria,DSB-B9 and BC51 Building Component 6904 Parke East Blvd.
<br /> Safety Information ovoilobte(rom Truu Plote Institufe.218 N.Lee Sireet,Suite 312.Alexondrio.VA 22314. Tampa,FL 33610
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