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, <br /> - <br /> PROJECT NAME: MIETZNER BUILDING <br /> JOB:FS-703 <br /> DESIGN LOADS <br /> SNOW LOAD=30 psf <br /> ROOF LIVE LOAD=25 psf <br /> ROOF DEAD LOAD=25 psf <br /> FLOOR LIVE LOAD=50 psf <br /> fL00R CORRIDOR LOAD= 100 psf <br /> PARTiTION LOAD=20 psf <br /> FLOOR DEAD LOAD=50 psf x 4" concrete slab/12 x 150 prf= 50 psf <br /> SPRINKLER LOADS=3 PSF � <br /> EXTERIOR WALLS=90 psf(80 psf CMU+ 10 psf cladding) <br /> METAL STUD WALL LOAD=20 psf . <br /> DETERMINE DEAD WEIGHT FOR EACH ELEMENT <br /> Roof weight= Roof+Sprinkler= (20+3)x 52 ft x 156 ft= 186,576 Ib <br /> 3rd floor walls= 20 psf,height= 15 ft. <br /> 2nd Floor weight=(50 psf floor+ZO psf partition)=70 psf,8112 sq.ft., <br /> 2"d floor walls=90 psf, height= 13 ft <br /> is`floor weight= 70 psf,8112 sq.ft. <br /> lst floor walls=90 psf, height = 12.67 ft <br /> MATERIALS <br /> f'm=3000 psi <br /> f'c=3000 psi <br /> CUSTOM DESIGN&ENGINEERING,INC. <br /> November 14. 2006 Page 2 <br />