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'd' T"'� ����� °�' P'� e Portable Buildings 380 <br /> �78482 � P1510003 !l'MVI�POST , 1 1 �ZEL <br /> � <br /> 3,2Miversel Forest Products lnc.,Gr�d Rapids,MI 49525,Tom Ciaig 7.610 e Jan 29 2015 MTek Industries,lnc.Mon Jun 7 5 142329 2015 P�e 1 of t <br /> ; Copyright�2015 Universal Forest Produc#s,inc.Ail Rights Reserved <br /> ' w �2-'I4 72-5-72 - <br /> � ` 6-2-14 62-14 <br /> � 4.37 !2 2.5x6= <br /> 3 <br /> - - a11�7 <br /> 4 <br /> i T2 12 <br /> 2 ' <br /> 3x6�i 3x6 Q <br /> :` <br /> 2079 12 <br /> .00" �� <br /> 1 T 5 <br /> W 00° <br /> 1 <br /> --------------------'----------------------------------`---------�----------------------`---------�---- <br /> -E4---B► SEE NOTE 5 <br /> SEE NOTE 5 <br /> � 6-2-14 � 12572 <br /> ' 6-2-14 6-2-14 <br /> Plate Oifsets X Y 2:U-3-0 Ed e 3:03-0 0-0-1 4:0-3-0� e <br /> LOADINO(psf) SPACING- 2-0-0 CSI. D�FL in (Ioc) Udefl Ud PLATES GPoP <br /> TCLL 2Q.0 Plate Grip DOL 9.'I5 TC 0.34 Vert(LL) 0.08 3-4 >999 240 MT20 197/144 <br /> TCDL 8.6 LumberDOL 1.15 BC 0.00 Vert{TL) -0.1� 3 >999 180 <br /> BCLL O.Q Rep SVsss Incr YES WB 0.00 Horz{ii} 0.tI0 Na rJa <br /> BCDL QA Code IBC2012/TP12007 (Matrix) Weight 181b F"f=0% <br /> LtJMBER- BRACING- <br /> TOP CHORD 2x4 3PF No.2 TOP CHORD StrucWral wood sheafhing di�ectly applied or&0-U qc puAins_ [P] <br /> BOT CHORD Rigid cealing directly appli�or 1 D-0-0 oc bracing. <br /> REACTtONS. (Iblsize) 1=332/0-7-0 (min.0.1-13),5�33ID-7-4 (min.0-1-73) <br /> Max Horz1=243(LC 1),5-243(LC 7) <br /> Max Uplift1=127{LC 4),5=127(LC 3) <br /> FORCES. (Ib)-Maximum Compression/Maximum Tension <br /> TOP CHORD 1-2=403/228,45=-4U3/228,2-3=3'!8/238,3-4=-318/238 ' <br /> NOTES- <br /> 1)Ttus truss has been chedced for unifortn roof live load only,except as noted. <br /> 2}Wind:ASCE 7-10;Vult=115mph(3second gust)Vasd=97mph;TCDL=4.8psf;BCDL=O.Opsf;h=10ft;Cat 11;Exp C;�dosed;MWFRS(envelope)gabie end zone and GC ExterioK2)zone;GC for <br /> members and forces&MWFRS for reactions shown;Lumber DOL=1.80 pla[e grip DOL=1.80 <br /> 3)Bearing at joint(s)1,5 considers parallel to grain value using ANSUi'PI 1 angle to grain formula.Buildin�desig�er should verify capacity of bearing surface. <br /> 4)Provlde mechanical wnnection(by others)of Wss to bearing plate capable of withsNanding 127 ib uplift'at joint 1 and 1271b uplift at jant 5. <br /> 5)Non Standard bearing candition. Review required. Provide support at janfs 1 and 5 to resist a HORIZONTAL fwce of 2431b. <br /> 6)This truss is designed in accordance with the 2012 IMemational Bulding Code sedion 2308.1 and refer6nced standard ANSI/TP11. <br /> E-signed by John Sirowatka <br /> ' ����p PROF�S,�' <br /> � �NGtNFFR r�2 <br /> �'� 19482PE 9t'` <br /> Nfi � <br /> �MBER 1F' �-� <br /> y� S1RO�P� <br /> EXPIRES:6/30/2016 <br /> The professional engineering seaf indicates that a licensed professionai has reviewed fhe design under the sbndards referenced wifhin this document, 6�isn01 b <br /> not necessarify the current state building code.The engineering seal is rrot an approval to use in a specific state.The final detertnination on whether <br /> a truss design is acceptable under the focaily adopted building oode rest with the buitding officiai or designated appointee. <br /> A WARNING -Verify design parameters and READ NOTES Universai Forest Products,Inc. 2801 EAST BELTLINE RD,NE <br /> PHQNE(616}364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 <br /> Truss shatl not be cut or modffled without approval of the huss design engineer. <br /> This component has only been designed forthe loads noted on this drawing.Constrt�on and IifUng forces have not been considered.The buHder is responslble � <br /> for itftirtg methods and sys[em design.Builder responsibititles are dafined under TP11.This destgn is based only upon parameters shown,and is for <br /> an individual buiiding component to be installed and loaded vedically.Appficability of tlesign parameters and propBr incorporation of component is responsibiliry of buitd'mg <br /> designer-not truss designer.8racing shoxm is for lateral suppoR of individual web members only.Addlibnal temporary 6raang to insure stabilfty duqng construdion <br /> Is the responsibility of the erector.Addidonal permanent bradng of Ure overall sWcture is the responsibility of the buitding designer.Forgeneral guidance regarding - <br /> fabricatlon,quality control,storage,detivery,erecfion and bradng,consult BCSI 1-06 irom the Wood Truss CounGi of Amerfca and Truss Plate Institute Recommendation available <br /> from WTCA 6300 Ent ri�e LN Madison Wt 53719 J:\su itekS Uem ates <br /> ����,�. i�� <br /> Vr/ <br />