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Project Name: Wendys Everett - Broadway Sheet # <br /> - DEI Project#: 18-395 Date: 09/2018 <br /> ' DIBBLE ENGINEERS INC Subject:BLADE WALL CALCS By: MWD <br /> DETAIL # <br /> GRAVITY LOADING: <br /> t---- IY <br /> DEAD: 20 PSF <br /> Q I °11"' ROOF LIVE: 40 PSF <br /> 1'! 1 SNOW: 25 PSF <br /> i. iii <br /> N €i I PARAPET FRAMING 2x6 @ 16" OC. OK BY <br /> °° INSPECTION <br /> I*IX 11 : <br /> i-41 LATERAL LOADING: <br /> ii[:i <br /> , ' WIND GOVERNS BY INSPECTION. <br /> =--"Aticil PARAPET LOADING PER ASCE 7-10 CH 30. (SEE <br /> On DESIGN CRITERIA) <br /> ea <br /> PARAPET PRESSURE = 50 PSF (SEE COMPONENTS <br /> �f: <br /> __ I AND CLADDING WIND CALCS <br /> eu <br /> IA WNN•amx+ursx <br /> "W"T°' 11 <br /> WALL PRESSURE = 23 PSF (SEE COMPONENCTS <br /> AND CLADDING WIND CALLS <br /> pill 0.6W = 30 PSF PARAPETS <br /> € <br /> 0.6W = 13.8 PSF WALL <br /> 1® STUDS ACT AS A FRAME. OK BY INSPECTION <br /> SHEAR = 30*2.5'+13.8*2' = 103#P EA CONNECTION <br /> (3) SDS25412 WITHDRAWAL <br /> 330#*3 = 990#/CONNECTION CAPACITY <br /> 103#/'x 1.333' STUD SPACING = 138# DEMAND OK <br /> (1) A34 WITHDRWAL <br /> 4*19#*2.5"=190# > 138# DEMAND OK <br /> PLUS ADDITIONAL (2) H3 @ EA. LEDGER <br />