15-16741 - Laserfiche WebLink

Browse Search

, Jab Truss Truss Type dry P�Y nssaso� 87944837 EJ7A JACK-OPEN Z � Job Reference o tional ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 M7ek Industries,Inc.Man Nov 02 10:07:30 2075 Page 1 ID:J_msDg2DfjlzazPvMSacSgyeNTY-kfmC4ECWxsxm WvITS31iQ6Y3JMvdsQxSft7VHyNGXB _�-o-o �-o-o 1-0.0 7-D-0 i Scale=1:19.fi 3 5.00 �z �y o � 10 o c5 9 N 2 � � 1 = I ° fi ° 6• 4 ' 6 6 6 � I 3x4= 5 I 1.Sx8 STP= I Sd-0 7-0-0 �i 5-4-0 1-&0 , Plate Offsets(X Y)— f2:0-1-2 0-0-41 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 5-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rTP12007 (Matrix-S) Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcUy applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0,5=0-6-0. (Ib)- Max Horz 2=167(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)4 except 3=-121(LC 12),2=-156(LC 12) Max Grav All reactions 250 Ib or less at joint(s)3,4,5 except 2=319(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)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; Exp C;Encl.,GCpi=0.16;MWFRS(directional)and GC Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-11-4 zone;cantilever left and right exposed,end vertical left and right exposed;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. ,0��0�� 3)fit between thesbottom chord and any othle rmembersPsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `,`�o�Pg A. q��<,o,� 4)Refer to girder(s)far truss ta truss connections. �� E -9 i 5)Provide mechanical connecGon(by others)oi truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b)3=121 �� ,•��,�C' N S��•.�ij i� ,2=156. � � 6 This truss desi n re uires that a minimum of 7/16°sVuctural wood sheathin be a lied directl to the to chord and'/" sum � N O 3 93 80 _—� ) 9 Q 9 PP Y P 9YP � sheetrock be applied directly to the bottom chord. � * �"fl� • • �.,-��'�,, E :�L: � � '.��°•.� p R�O, • \��`� � � ��'ss��N A��, Thomas A Albanl PE No.39380 MRek USA,Inc.R Cert 6634 6904 Parke East Bivd.Tampa R 33610 Date: November 2,2015 �WARNING-Venly deslgn parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.f0/03/2015 BEFORE USE �*R� Design vafid for use only with MTek(�connectors.This design is based only upon parameters shown,and is for an individual bulding component,not �qp a fruss system.Befare use,ihe building designe�musf verify fhe appGcability of design parometers and properly incorporate ihis design into fhe overoll ��f�f building design.Bracing Indicofed is To prevenf buckling of individuol truss web and/or chord members only.Additionol temparory and permanent bracing M iTek• is always required for sfobility and to prevenf collapse wifh possible personal injury and property domage.For generol guidance regarding fhe fobricotion,storoge,delivery,erection and bracing of tr�sses and iruss systems,see AN51/TPII�ualfty Crlferia,DSB-89 and BCSI Hullding Componenf 6904 Parke East Bivd. Salety Information ovoiloble(rom Truss Plofe Insiitute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610