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• Job Truss Truss Type aty P�Y <br /> nssssso <br /> 87984837 A08 Hip Girder 1 1 <br /> Jab Reterence(o ti�) <br /> ProBuild, Plant City,FL,33563 7.640 s Sep 29 2015 M?ek Industries,Inc.Mon Nov 0210.07:21 2015 Page 2 <br /> 10:J_msDg 2 Dfj IzazPvMSacSgyeNN-UwkoB95sgAkCBTjOR3PBrXE2ChGN Oj ad Nm C9hJyN GXK <br /> NQTES- <br /> 12)In the L6AD CASE(S}ssction,toads applied to the face of the truss are noted as front(F}or back(B). <br /> LOAD CASE(S) g�ndard <br /> 1)Dead+Roof�ive(balancedj:�umber lncrease=1.25.Plate tncrease=125 <br /> Uniform Loads(plf} <br /> Vert:1-3=-54,3-d=-54,24-25=-54,25-27=-54,36-39=-20,414=-54,1424=-54 <br /> Goncentrated Loads(ib) <br /> Vert:25=84jB} <br /> �WARNMG-Vedly desfgn parameters and RFr70 NOTES ON THIS AND INCLUDEp MITEK REFERANCE PpGE MIIJ473 ree 10/0�/2015 BEFORE USE <br /> besign vafid for use only with MiTek�connectors.This dasign k based only upon parameters shown,and is for an individual building component,nni <br /> a tfuss systom.Before use,the building designe�musf venfy the applicability of design parameters and properly intorporate this design into the overall � <br /> buitding desig�.Broeing indicated is tv preveni buckiing ot fndrviduo(truss web asdtoc chord members only.Additio�ai iempwary and perznanent bracing ��'�ek� <br /> is ahvays requiced tor stahiiity and to prevent coliopse with poszibte personal Injury and properfy damage.For general guidance regarding the <br /> lobricotion,storoge,delivery,erection ond bracing o(trusses ond iruss sysiems,see AN51/TPII�uplfly Cdteda,DSB-89 and BC51 BuOding Component 6904 Parke East Blvd. <br /> Saley Infarmaflon avalable from Truss Plote Institu}e,218 N.Lee Sireet,Suife 312.Alexandrio,VA 22314. Tampa,FL 33610 <br />