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EQUIPMENT PLATFORM <br />PLATFORM = 425 # <br />H- FRAME = 60# <br />(4) RUBBER MATS = 150# <br />H-FRAME EQUIPMENT = 235# <br />CABINET + EQUIP. + BATTERIES = 1215# <br />TOTAL (INCLUDING 5% MISC) = 2190# <br />2190# = 46 PSF <br />2 x [(7'-0" + 2(1'-0")) x (1'-0" + 2(1'-0"))] <br />EXISTING ROOF LOAD: <br />7" CONC SLAB = 87.5 PSF <br />3 PLY AND 3/4" FIBER BOARD = 2.5 PSF <br />INSULATION = 1 PSF <br />MEP = 5 PSF <br />TOTAL DEAL LOAD = 96 PSF <br />SNOW = 25 PSF <br />CHECK 1' STRIP OF SLAB <br />— -- — --- <br />T� — — — I—i — _ --- - -�F _y —•�-- — -r.� <br />1 <br />Iii-I yI (�• 3.` i d Y P OTHAR�CARRIER EQUIPMENIFT <br />1 I- ^- r£ gq$$Ojr-a ASSUME 112 P4IF - <br />`i TO COAiRETE BEAM <br />g E IXiP(v .« I , s — _... <br />a <br />III' fOr 13X iv ivi ::icirv7G��./FCi° <br />---Lxi N.G-PT -BEAM 41a C Id rTo� — ----- <br />t <br />J <br />20' <br />$I n1 <br />Description By BEL Date 01.03.21 <br />EQUIPMENT AREA Checked Date <br />ENGINEERING Scale NTS Sheet No. <br />250 4th Ave South project Job No. <br />Suite 200 EVERETT CITY HALL 21015.312 36 <br />Edmonds, WA 98020 <br />