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Job Truss Truss Type � Qty Ply Premier Housing <br /> T10810999 <br /> 037216 A01 C Hip Girder 2 1 <br /> Job Reference o tional <br /> Hdek Truss LLC, Brooksville,FL. 7.640 s Apr 79 2016 M7ek Industries,Inc.W ed Apr OS 1329:40 2017 Page 2 <br /> I D:xs3wFp1 uqjfwyM8e7CQAhbzYM Ui-21U He973XYoSKBj�ocYQx9M72ZjamIC H8wq H678zTmVv <br /> LOAD CASE(S) Standard <br /> 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate IncFease=1.25 <br /> Uniform Loads(plf) <br /> Vert:1-3=-60,3-7=-60,7-9=60,15-18=-20 <br /> Concentrated Loads(Ib) <br /> Vert:7=-48(B)14=456(B)3=-96(B)12=-41{B)5=-56(B)10=-456(B)21=-96(B)22=96(B)23=96(B)24=-96(B)27=-96(B)28=-96(B)29=96(B)30=96(B)31=-41(B) <br /> 32=-41(B)33=-41(B)34=-41(B)35=-41(B)36=-41(B)37=41(B)38=41(B) <br /> �WARNING-Verf(y deslgn parameters and REAO NOTES ON TH1S AND lNCLUDED M?EH REFERANCE PAGE Mf1-7473 rev.i0/03/2015 BEFORE USE. ��� <br /> Design valid for use only wlth MlTek�connectors.lhis design is based only upon parameters shown,and Is for an IntllNdual building component,not <br /> a in�ss system.Before use,1he building designer musT verify ihe applicab�ity of design parameters and propedy Incorporate�his design InTo fhe overall <br /> building design. &acing Indtcated is to prevent bucklfng of Individual Truss web and/or chord members only Additional Temporary and permanent brac(ng :�OTek� <br /> I ts always required for stablllty and to prevenT collapse with poss(ble personal fnjury and property damage. For general guidance regarding ihe <br /> fabrication,sTorage,delivery,erection ond bracing of irusses ond truss systems,seeANSI/iPi1 Qualfty Crileria,DSB-89 and BCSI Building Componenf 6904 Parke East Blvd. <br /> Satety Informallon ovailable from Truss Plote InstiTute,218 N.Lee SireeT.Suite 312,Alexandria,VA 22314. Tampa,FL 33670 <br />