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Larson Engineering,Inc. SUBJECT: �1.5. CUStOfT1S 8 SHEET N0. C-1 <br /> 5757 Phantom Dnve,Suite 200 Border Protection PROJECT NO. 51090137.000 <br /> • • 5t.Louis,MO 670d2.2455 <br /> ]14771.-0710 Faz: 37a.73ta7i2 PortAnqeles WA BY RV DATE 4/21/2009 <br /> ww.v.larsonengccom <br /> � Larson DESIGN LOADS <br /> ROOFLOADS <br /> EPDM hlombrane rdl� := 1•psf <br /> Roof Panels rdlZ:= 2•psf <br /> Insulation and drop coiling+Misc rdl3:= 6�p;f <br /> AlumFraming rdlq:= 2•ps� • <br /> Roof Doad Load RDL:= � dl RDL=11.0•psf <br /> Roof Llvc Load RLL:= 20•psf <br /> Total Roof Load: TRL:= RLL+ RDL TRL=31•psf <br /> FL00 LO D <br /> Rubber Floor fdl�:= 1•psf <br /> (2)3/h"056 fd12:= 5•psf <br /> Floor Frarning/Insulation fdl3:= 2•psf <br /> �w��� Floor Dead Load FDL:= �fdl FDL=8.0•psf <br /> Floor Lwc Load FLL:= 50psf <br /> r � TotalFloorLoad TfL= FDL+ fLL TFL=58�psf <br /> I � L on <br /> I WALL LOAD <br /> I I 3/4"DuraflaYo wdl�:= 2•psf <br /> I I 1"Insulation and Drywall wdlZ:= 2•psf <br /> I I Framing wdl3:= i•psf <br /> L� I � ��• 14a11 Doad Load IVDL:_ �wdl WDL =.i.0�psf <br /> � � <br /> I I BUILDING GEOMETRY <br /> iI L:= 168in �h:= �a•i� 4:= �+ �,, 4=15.5ft <br /> I I W:= 96in Wah� 3•In W�= W+ 2•W� W�=102•In <br /> L - - - � H = 113.25in H�:= 31n <br /> —"� W h — �� <br /> TOTAL BUILDING DEADLOAD <br /> LVelght:= FDL•L•lV + RDL•L�W�+ 2•(W + L)•H•WDL <br /> Welght=4.4•kip <br />