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ESD-2 <br />SIMPSON <br />RISER STEPTREADS 31.2PSF-12.9.3.5= I67E <br />'STAIR STRINGER 20.IPLF-15.5.2 - 641.7Ibs <br />IL SPSF-46]1V'2= 461Ibs <br />ANIONS 111.7 <br />CONCURRING 36PSF-4'-3.5' = 5041bs <br />HANDRAILSNPPEAT 20.7PIF'1.9Y=163. <br />FRAMING -20.IPLF-15' = 310.51bs <br />5PSF-3.4"9.9' = 134.31bs <br />14 POST 8.81PLF-3.15.4 = 13221bs <br />14XBRACE 8.B1PLF-4.3-8=303.11bs <br />NEEDS 15241bs <br />STEPTXEADS-31.2PSF-6 8" 3.5' - 885.41bs <br />I STRINGER -20.7PLF-6 9"2 - 381.51bs <br />SF-24.02.2- 2491bs <br />IS -184.1 <br />FORD LANDING 11PI144" 3.5' = SWIbs <br />HANDRAIL SO PPERT-20.IPLF'0.3- - 111.BIbs <br />FRAMING-20]PLF-15' - 310.SISS 13IDIbs <br />- 5PSF-3.4 -8.3' = 141.1lbs <br />14 POST - 8.81 PLF'1 <br />14 X-BRACE - B.BI PLF'25"0 = Pfi.216s <br />NEEDS-143.51bs <br />EXIT STAIRS DESIGNED PER <br />RISA OUTPUT TO FOLLOW <br />-- ------------- <br />FRAMING-207s PLF-268' r554 Ibs <br />-5PSF-3.4.20' - 3401bs <br />f4 POST - 8 SIPLF'B.I"4 - 285.41bs <br />M%-BRACE -B.9IPIF-9.8 - 634.31hs <br />R OSS-552Ibs <br />20531bs <br />F <br />161BIbe <br />SEISMIC <br />OA0 BS = .8515 (PEA AIIACXED TRISPREADSHEET) <br />'WEIGHT TRIBUTARY .8O BRACES <br />-� <br />--------------------------------- --------------- --------------------------- <br />('Y� STAR L.OS�1z PLIG71'FT 5@l/j7ON P1� STh.I� UAW (=t..IapHT SEI/j1ON <br />