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McGINNIS & ASSOCIATES <br />Consulling Engineers, Inc. <br />1170 Westmark Drive <br />Saint Louis, Missoun 63131-1735 <br />Structural Calculations for: <br />Susan Kelley <br />Tuff Shed Project No. 170-605018 <br />�� <br />� ( oo�}- 0 35 <br />#170-605078 NO. 77894 <br />SHEET NO. � OF 12 <br />CALC. BY JSA DATE 3I16120'IO <br />Projecl Localion: E�erett, WA <br />Building Code: IBC 2006 <br />Buildinq Dimensions� Overall Building Widlh: ':_ '_�3�^ + U��r <br />Overall Building Length: = 3u.r + u.�r (nb. ridge runs parallel to Lenglh) <br />BUilding Overhangs: c�.;�.; := I � ir Lo,�.:= I? ir <br />Loft Width: =ic,u := 7�ic + 6��- <br />Plate Heights: Finished Floor Elevation: i-,�,- :_ .' ' <br />i <br />Top of Plale Elevation: n:;cc- �_ ���' <br />� <br />RoofPilches: � RoofAngle: n:=.�_��lrc�n, <br />�� ;.t,i; n <br />Peak Roof Height: ' - � " � <br />Idean Building Height: . _ = i .: _ . � ��.> <br />Consider Vertica! Loads: <br />Dead Loads: Roof Dead Load, DLrooi <br />Wall Dead Load, DL�„ai,: <br />Lo(t Dead Load. DLi,};: <br />LiVP L08C1S: <br />Snow Loads: <br />� <br />� <br />Roof Live Load Correc6on Factors: -. - I <br />Roo( Live Load: � <br />Lo(t Live Load: <br />Roof Snow Load: <br />--.- _'_;.;. <br />Roof End Reaclions: <br />O = IRA?�e.. <br />''oc�� = I'_.I (t <br />, =iu.iti <br />Dead Load: ' ` � <br />; . _�_�=.,.i __.:-:. . <br />�. _ , _.. __ _._. <br />- - ?hu Ih <br />Total Load: � i - � <br />..._ - � � � �.,..' I-....I � � � . <br />I _` I <br />_ (1��1 ��l • • <br />a�o a^aecrs ��c�,...F.,c �-n�.: r-.,-, � �.��r. � <br />