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� Jab Truss Truss Type dry P�Y
<br /> 77593588
<br /> 879dd937 A06 RQOF SPECIAI 7 1
<br /> .lab R rence ional
<br /> ProBuild, Plant Ciry,FL,33563 7.640 s Sep 29 2015 MTek Industries,Inc.Mon Nov 02 10:07�19 2015 Page 1
<br /> I D:J_ms Dg2 DfjlzazPvMSacSgyeNTY-W c2 mT3c82U UxqZeJ e Njm69jttTtYg U KwSj2cQyN GXM
<br /> i Q-0 7 7 0 94-D-0 �5-0-� Z&5-0 30-0-0 3t-Q�
<br /> t-0-o 7-7-Q 6-5-D 5-0-0 7-5-6 7-7-4 1-0-0
<br /> Scale=1:552 �
<br /> 6xH=
<br /> 5.00 12
<br /> S
<br /> z�c4 I!
<br /> q ,,,� 23
<br /> sxs% sxs�
<br /> 3 6
<br /> 2 11
<br /> x12= 4x4 = 10 �4
<br /> 1.5x8 STP= ZZ "'
<br /> 5X6 WB� 9 ?
<br /> 1 z .50 12 2x4 II — B Iq
<br /> � a
<br /> � 15 2q 13
<br /> 3x8 1!
<br /> 3x6% Sx5= 2z4 3I 3x8-=
<br /> 7-7-0 12-A-0 14-OA 15-0-Q 22-SO 30-0-0
<br /> � 7 7 0 4 aA 1-8-0 t 0.0 7-5A 7-7-Q
<br /> Plate dffsets tX Y}-- [2'0 3 0 0'1 81 t5'0 3 8 0 1 12T (6'0-2-8 0-3� t7'0-0-9 Edgej f/'0-1-10 1-7-2J,_(t 2'0-3-12 0-3-4j
<br /> LOADING(ps� SPACING- 2-0-0 GSI. DEFL. in (loc) I/defl L/d PLATES GRIp
<br /> TCLL 20.0 PSate Grip DOL 1.25 TC 0.28 Vert(�L) 0,49 13 >740 240 MT20 244t190
<br /> TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -1.D8 13 >335 180
<br /> BCLL 0.0 ` Rep Stress Incr YES WB 0.91 Horz(TL) 0.55 7 n/a nla
<br /> BCDL 10.Q Code PBC2014lTPI2007 (ttriaVix-S) Weight:152 Ib PT=20%
<br /> LUMBHR- BRACING-
<br /> TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied.
<br /> BOT CHORD 2x4 SP M 31'ExcepY BOT CHORD Rigid cei(ing directly applied. Except:
<br /> 4-14 2x4 SP No.3 10-0-0 oc bracing:12-14
<br /> WEBS 2x4 SP No.3"Except` WEBS 1 Row at midpt 6-11
<br /> 3-12,5-12:2x4 SP No.2 MITek recommends that Stabiiizers and required cross bracing
<br /> QTHERS 2x4 SP No.3 be installed during huss erection,in accordance with Stabi{izer
<br /> WEDGE Installation uide.
<br /> Right:2x4 SP No.3
<br /> REACTtONS. (tb/size} 2-t203/0-8-0,�=1161/0-8-Q
<br /> Max Horz 2=-141(LC 10)
<br /> Max Uptift2=-465(LC 12),7=-454(LC 12)
<br /> FORCES. pb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown.
<br /> 70P CHORD 2-22=-2163/799,3-2 2=-2 0 8 3181 9,3-4=-5365/1733,4-5=-5224/1737,5-23=-2796l996,
<br /> 6-23=2886t986.6-T=-3997l14?2
<br /> BOT CFtORD 2-15=82i11923,11-12=67712636,i0-11=-1280/3�33,9-1�=-1290137i4,7-9=-128913728
<br /> WEBS 3-15=-1386/556,12-15=-777/2390,3-12=-710/2933,5-'12=-965/3121,5-11=-102/543,
<br /> 6-11=-1112/592.6-9=0/259 �t`��a111110lB��o�t
<br /> 'A A. ,�
<br /> NOTES• ���`O`�`A� '9L� .����"i
<br /> 1)Unbalanced ropf live loads have been considered for this design. `�,ti',,��.'�\G E!N S�•.,�-y/�i�
<br /> 2)Wind:ASCE 7-10;Vult=l4pmph{3-second gustj Vasd=108mph;TCDL=4.2psf;BCDL=fi.Opsf;h=25ft;B=45ft;L=24R;eave=4ft;Cat.({; � �
<br /> Exp C;Encl.,GCpi=0.18;MWFRS(directional}a�d GC E�erior(2)-1-0-0 to 2-0-0,tnteriflr(1)2-�-�to 15-0-d,E�cterior{2)15-0-0 to � [�O 3 938fl __ "
<br /> 18-0-0 zone;cantilever left and right exposed,end vertical Ieft end right exposed;GC for members and forces&MWFRS for reactions � �'
<br /> shown;Lumber DOL=1.60 plate grip DOL=1.60 —
<br /> 3)This truss has been designed for a 10.0 psf bottam chord Iive load nonconcurrent with any other live[oads. +,,,�: .,
<br /> 4)'This truss has been designed for a Iive load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-0 tail by 2-0-0 wide will � ' � •�s'L`
<br /> fit between the 6pttom chord and any other members. �` � - ���:
<br /> 5)Bearing at joint(s)7 wnsiders parallel to grain value using ANSI/TPI 1 angle to grain forrnula. Building designer should verify capacity �Q` �e�
<br /> othearing surface. "1�fi' .,< p R�4,\.•' ♦ �;
<br /> 6)Pr454�mechanical connection(by others)of truss to bearing plate capabls of withstanding 100 Ib uplift a[joint(s)except Qt=1b)2=465, ���SS O••••••' \��,
<br /> 7)This truss design requires that a minimum of Tt16"sVucturai wood sheathing be applied direcUy to the top chord and!"gypsum '��,���N Ai�0�,
<br /> sheetrock be apptied directly to the bottom chord.
<br /> Thomas A.Nbanl PE No.39380
<br /> MfTek USA,Inc.FL Cert 6634
<br /> 69Q4 Parke East Btvd.Tampa FL 33610
<br /> pate:
<br /> November 2,2015
<br /> �WARNING-Veri7y deslgn parame[ers and READ NOTES ON TNIS AND/NCLUpED MITEK REFERANCE PAGE MII-?473 ree f0/03/2015 BEFORE USE.
<br /> Design va0d for use only with MRekC�9 connectors.This design is based only upon parameters shown,and is for an individual building component,not
<br /> o truss system.8efore use,the building designer must verify the applicabifiry of desig�paeameters and propedy incorporote this design into the overall r
<br /> buiiding desdgn.&acing indcated rs to preveot buckiing of individuot truss web andtor chord members onty.Additionai temporary and permanent bracir�g M iTe[c•
<br /> is aiways required for 5tab7ty and to prevent co(Iopse with possibte personal injury a�d property damoge.For general guidonce regdrding ihe
<br /> fabncatipn,storoge,delivery,erecfion ond brocing of lnisses ond fruss systems,see ANSI/iPll Ounlily Cdfeda,DSB-89 and BC51 BuOding Camponent 6904 Parke Easl Blvd.
<br /> Safety Inlormction available from Truss Plote Insti}ufe,218 N.Lee Streef.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
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