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Pro Design AMS PROV EVERETT 12--4-22 MEZZ <br /> BUILDING IDENTIFICATION: Prov Everett <br /> VERTICAL LOADS FLOOR LOADS <br /> ROOF LOADS Floor finish 0.00 <br /> ROOFING 1.75 FLOOR 3.00 <br /> ROOF SHEATH 2.00 MECH/ELECT 0.50 <br /> FRAMING WT SF ,PLF 0.50 2.00 1.00 PARTITION 0.00 <br /> SUBTOTAL ROOF DL 4.25 CEILING-(1)5/8 gwb 2.50 <br /> CORRECTED DL,PITC1 4.25 0.25 1.00 FRAMING 2.00 <br /> 411 <br /> CEILING LOAD 10.00 INSUL 2.00 <br /> )TAL ROOF DEAD LOAD 14.25 PSF CEILING SHEATH 3.00 TOTAL FLOOR DEAD LOAD 10.00 PSF <br /> -OTAL ROOF LIVE LOAD 10.00 0.010 CEILING GWB 2.50 TOTAL FLOOR LIVE LOAD 20.00 <br /> TOTAL ROOF LOAD 24.25 0.024 CEILING INSUL 2.00 TOTAL FLOOR LOAD 30.00 <br /> SNOW SET AT 20 ON 8:12 MECH/ELECT 0.50 <br /> ROOF LIVE LOAD 23-C 25.00 R CEILING JOIST WT SF ,PLF 2.00 2.00 4.00 <br /> SLOPE CORRECTED 20.00 RESERVE/DORMER ALLOW 0.00 <br /> SNOW LOAD Pf 25.00 TOTAL ROOF DEAD LOAD PSF 10.00 <br /> ;LOPE CORRECTION Cs 1.00 1.19 TOTAL CEILING LIVE LOAD 10.00 0.01 <br /> CORRECTED LOAD 25.00 PSF TOTAL CEILING LOAD 20.00 0.02 <br /> DRIFT ONE SIDE 1.25 31.25 PSF <br /> DUR FAC 1.00 <br /> CEILING AREA RED LL 10.00 CEIL LL 10.00 FLOOR AR LL 20.00 BEAM&POINT LARGER <br /> Typ DL 10.00 CEIL DL 10.00 Typ DL 10.00 WALL LOAD DIST MAX MAX MAX <br /> TRIB RED LL UNIF UNIF TRIB RED LL UNIF UNIF LOAD LIVE DEAD END CL PT INCH <br /> BEAM DESCRIPTION SPAN WIDTH AREA FACTOR LIVE DEAD WIDTH AREA Factor LIVE DEAD PLF LBS LBS a b RXN MOM MOM a <br /> BREAK ROOM TYP 15.00 1.33 20 1.00 13 13 0 1.00 0 0 15.00 0 0 0 0.0 <br /> OXYGEN STORAGE 16.00 1.33 21 1.00 13 13 0 1.00 0 0 16.00 0 0 0 0.0 • <br /> IT ROOM 13.67 1.33 18 1.00 13 13 0 1.00 0 0 13.67 0 0 0 0.0 <br /> BATHROOMS 10.00 1.33 13 1.00 13 13 0 1.00 0 0 10.00 0 0 0 0.0 <br /> OXY STOR POINT 16.00 1.33 21 0.00 0 13 0 1.00 0 0 225 8.00 8.00 113 900 900 96.0 <br /> BATHROOM w/ERV1 10.00 1.33 13 1.00 13 13 0 1.00 0 0 280 7.67 2.33 215 326 500 92.0 <br /> BATHROOM w/AC2 10.00 1.33 13 1.00 13 13 0 1.00 0 0 113 8.50 1.50 96 85 144 102.0 <br /> TYP DUCT SUPPORT 15.00 1.33 20 1.00 13 13 0 1.00 0 0 33 7.50 7.50 17 124 124 90.0 <br /> ROOF PENETRATION 10.00 1.25 13 1.00 13 13 0 1.00 0 0 10.00 0 0 0 0.0 <br /> Divide by El BASE <br /> UNIFORM TOTALS UNIFORM END RXNS SHEAR/RXN MOMENT UNIF PT TOTAL SLAT <br /> LIVE DEAD TOTAL END RXN LG SMALL UNI LD UL+PT UNIF TOTAL COEF COEF MAX <br /> LOAD LOAD LOAD LIVE DEAD LIVE DEAD LIVE DEAD RXN RXN OMEN' @ PT MOM @ PT MAX 384*w*LA4 C <br /> BEAM DESCRIPTION PLF PLF PLF I LB LB I LB LB I LB LB LB LB CNTR LOAD CNTR LOAD MOM see aisc 8 max E <br /> 12/4/2022 Page I <br /> LO iLA w <br />