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Al. CALCULATIONS <br />FOR <br />F'F X 10 FT GRID <br />DESIGN LOADS: <br />LL:= 25•PSF DL:= 2•PSF <br />WIND LOADING @ 85 -1PFI, EXPOSURE C FROM (ASCE•7.05 FIGURE 6-2) a:= 1.45 AT 35 FT <br />VER•I'ICAL (ROOF UPLIFT) �u :_ -12.2 PSF a VO = -17.69 PSF A'F 50 SF <br />i <br />MATERIAL SPECIFICATIONS: 1 <br />STEEL - Fy = 50 KSI <br />BOLTS-A-307QUALITY <br />SCREWS - 012 TEK (UNLESS NOTED <br />ROOF DECK DESIGN: \ <br />USE 24 GAGE ULTRA-DEK ULTRA -DE SEE ATTACHED <br />PIIRLIN DESIGN_ L:= 10•FT <br />ROOF DECK TO SPAN 5- <br />Mr .- W•— BFRLINS\ftERFFOR1... <br />W:= 5•FT•(DL+ LL) + 2•P137 PLF <br />2 <br />L <br />Mir1370-FT-LB <br />10 <br />Wu 5-FT (Pu - 2•PSF) - 2•PLF Wu z 76 - PLF <br />L <br />Mu : Wu Mu - 764 5 LB <br />- 10 <br />USE T V X 2 1/2" X 16 GA. PURLI,NS Sx:= .684•CI <br />Mr < Fb=30000 PSI OK <br />fb :_ — fb - 24035.088 PSI <br />Sx <br />2 <br />c3H <br />