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• Jab Truss Truss Type Qty Ply
<br /> T7593586
<br /> 87944837 A04 HIP 1 1
<br /> Job Reference o tional
<br /> ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 MiTek Industries,Inc.Mon Nov 02 10:07�16 2015 Page 1
<br /> I D:J_msDg2DfjlzazPvMSacSgyeNTY-8zww8S1jre6w4Mq3eWpO8TXB7gVrLRGuEUU005yNGXP
<br /> 1-D-0 7-7-12 13-0-0 17-0-0 22-4-4 30-0-0 3'I-O-Q
<br /> 10-0 7-7-'12 5-4-0 4-0.0 54-4 7-7-12 1-0.0
<br /> Scale=1:54.6
<br /> 4x8=
<br /> 4x4=
<br /> 4 5
<br /> 5.00 �p
<br /> 3x4% Z� pp 3x4�
<br /> 3 6
<br /> u�
<br /> 'I.SxB STP=
<br /> pp z3 1.5x8 STP=
<br /> Z � 8
<br /> �� Io
<br /> 13 12 �� 10 9
<br /> 3x5— 2x4 I I 3x4= 3x4= 2x4 II 3x5=
<br /> 3x8=
<br /> 7-7-12 1&0-0 17-0-0 22-0-4 30.0-0
<br /> 7-7-12 5�-0 4-0-0 5-4-d 7-7-12
<br /> Plate Offsets(X Yl— [2•0-0-10 Edqel f4•0-5-4 0-2-01 f7'0-0-10 Edael
<br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
<br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.14 12 >999 240 MT20 2441190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.29 12-13 >999 180
<br /> BCLL 0.0 • Rep SVess Incr YES WB 0.43 Horz(TL) 0.11 7 n/a n/a
<br /> BCDL 10.0 Code FBC2014(fP12007 (Matrix-S) Weight:147 Ib FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 SP No.2 TOP CHORD SWctural wood sheathing 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 erection,in accordance with Stabilizer
<br /> REACTIONS. (Ib/size) 2=1164/0-8-0,7=1164/0-8-0
<br /> Max Horz 2=-124(LC�O)
<br /> Max Uplift2=-471(LC 12),7=-471(LC 12)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-20=-2138I955,3-20=-20631975,3-21=-1614/820,4-21=-1551/835,4-5=-1441/832,
<br /> 5-22=-1552/835,6-22=-16151820,6-23=-20631975,7-23=-2138/955
<br /> BOT CHORD 2-13=-782/1905,12-13=-782/1905,11-12=-515I1440,10-11=515/1440,9-10=-792/1904,
<br /> 7-9=-792/1904
<br /> WEBS 3-13=0/257,3-12=-555/313,4-12=109/374,5-10=-128/374,6-10=554/313,6-9=0/256
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered for this design. ���e���
<br /> 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.II; `����`'S A, ,',�A��
<br /> Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-0-0,Exterior(2)13-0-0 to ,,O O�P` 'q�e O�,'
<br /> 17-0-0,Interior(1)21-2-15 to 31-0-0 zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and �� � • G E IV S'• '� ��
<br /> forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� � ;��,� �`�•.2j �
<br /> 3)Provide adequate drainage to prevent water ponding. � i
<br /> �
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � N 0 3 93 80 _;
<br /> 5)•This Vuss has been designed for a live load of 20.Opsf on[he bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �
<br /> fit hetween the bottom chord and any other members. � * 'j
<br />' 6)Provide mechanical connecGon(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=471, =-9; �
<br /> �=a�� ��• E �L:
<br /> 7)This Vuss design requires that a minimum of 7/16"sVuctural wood sheathing be applied direcUy to the top chord and%"gypsum � ° � �'��
<br /> sheetrock be applied directly to the bottom chord. �� ��
<br /> �� �S.� � R�O, •�\=�
<br /> '�i,��S;�N A;��`��
<br /> Thomas A Albani PE No.39380
<br /> MiTek USA,Inc.R Cert 6634
<br /> 6904 Parke East Blvd.Tampa FL 33610
<br /> Date:
<br /> November 2,2015
<br /> �WARNING-Verily des7gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7173 rev.]0/07l2015 BEFORE USE �*R�
<br /> Dezign vafid for use anly with MTelc�connectors.This design is based only upon paramefers shown,and is tor an individual building component,not �-�PA
<br /> a irvss sysiem.Before use,fhe building designer musf verify}he applicability of design paramefers and properly incorporote ihis design into fhe overatl ��i�s
<br /> bulding design.Brocing indicoted'u to prevenf buckling of individual ir�ss web and/or chord members only.Addifionol temporary ond permanent bracing MiTek•
<br /> is always required for sfability and to prevent collopse with possible personol injury and properfy damage.For generol guidance regarding fhe
<br /> fobricotion,storoge,delivery,erecfion ond brocing o(irusses ond fruss systems,see AN51/iPll�ualfly Crfleria,DSB-89 and BC51 Butlding Componenf 6904 Parke East Blvd.
<br /> Sotety In(o�mafion avoiloble from Truss Plate Inslifute,218 N.Lee Sireet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
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