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RAIN mll, <br />ALL FRAMING TO COMPLY WITH APPROPRIATE SECTION(S) OF <br />THE 2015 IBCiIRC- <br />ALL WOOD iN CONTACT WITH CONCRETE TO BE PRESSURE <br />TREATED - <br />STUDS: HEM - FIR #2 <br />Fb = 875 PSI <br />JOIST, RAFTERS (2x).- HEM -FIR #2 <br />Fb = 875 PSI <br />BEAMS,HEADERS: <br />4x DF *2-- <br />Fb = 875 PSP <br />6x END *2: <br />Fb = 875 PSI <br />COLUMNS: DF 42-. <br />Fb = 875 PSI <br />ROOF <br />15 PSF DEAD LOAD + 25 PSF LRfE LOAD = 40 PSF <br />FLOOR <br />10 PSF DEAD LOAD + 40 PSF UVE LOAD = 50 F�SF <br />CEtLING <br />5 PSF DEAD LOAD + 10 PSF LIVE LOAD 15 PSF <br />DECK <br />5 PSF DEAD LOAD + 60 PSF LIVE LOADr- 65 PSF <br />INT. WALLS <br />-'9 PSF <br />EXT. WALLS <br />10 PSF <br />m <br />PLYWOOD <br />SAFMIGLASS <br />Nlm.- <br />151 <br />7RONT ELE\'/ATlid <br />p'w-vFZml.�I=" <br />0 <br />