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Larson Engineering,Inc. SUBJECT: U.S. CUS�Ofi1S 8 SHEET NO. C-1 <br /> 5757 P�antom Dnve,SuAe 200 Border Protection PROJeCr No. 51090137.000 <br /> ' • SL LOUiS,MO 6]04:-2455 <br /> 314.7314710 Faz: 314777.4712 PortAnqeles WA ev RV DnTE 4/21/2009 <br /> wmv.larsonengr mm <br /> � Larson DESIGN LOADS <br /> ROOF LOADS <br /> EPDM Mc,nbranc rdl� := 1•psf <br /> "oof Panols rdlp:= 2•psf <br /> InsulaUon and drop celling+ Misc rdl3:= 6•psf <br /> Alum Framing rdlq:= 2•psf • <br /> Roof Dead Load RDL:= �rdl RDL=11.0•psf <br /> Roof Livo Load RLL:= 2U•psf <br /> Total Roof Load: TRL:= RLL + RDL TRL=31•psf <br /> FLOOR LOAD <br /> Ru66er Floor fdl�:= 1•psf <br /> (2)3/4"OSB fdlp:= 5•psf <br /> Floor Framing/InsulaUon fdl3:= 2•p�f <br /> �W��� Floor poad Load FDL= �fdl FDL=B.O�psf <br /> � _ _ � Floor Llvo Load FLL:= 50psf <br /> I I Total Floor Load TFL:= FCL+ FLL TFL=58•psf <br /> �en <br /> I V�IALL LOAD <br /> I I 3/4"Duraflake wdl�:= 2•psf <br /> I I 1"Insulation and Drywall wdlz� 2•psf <br /> I I Framing wdl3:= 1•psf <br /> L� � I �- 1Vall Doad Load WDL� 7 wdl WDL =5.O�psf <br /> I I Gr <br /> I I BUILDING GEOMETRY <br /> I I L:= 1681n Ld,:= 18•in L�:= L+ Ld, 1r=15.51: <br /> � <br /> I I W:= 96in Woh� 3•in W,� W+ 2•Woh W�= 1G2•in <br /> � - - - -� H := 113.25in H�:= 3in <br /> � Woh w <br /> TOTAL BUILDING DEADLOAD <br /> Welght:= FDL•l•1J i� RDLL�W�+ 2•('�'J + L)�H•WDL <br /> Weight=4.4�kip <br />