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HomeMy WebLinkAboutEngineering CONTRACTOR:I—Beach Alvmmvm. WIND SPEED AND EXPOSURE HAVE •rill DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED ��\t,1 ��� Applicable Codes,Rtculaoons,and Standmds TECHNOLOGY COUNCIUS WEBSITE * J� 1.The SW Edi¢ap(2014)Flmida Building Code,specifically Chapter AND GOGGLE EARTH. �.`��Q`; '•. 16 Spuamal Desiga,Chaptc20 Ah®imm,and Chppta27 Wood. •• 2ASCE7.10. m 0 o:N 1 Q0:$� Wtad Laadt i3 1.Building Occupancy Category.Pmagaph 16043 aad Table 1604.5: 0, 6 Rtkaeeepnm. DOOR OPENING SCHEDULE S�. — 2 Basic Wind Spetd.Table 16090.State alh7odda Debris Regi®& ' Bcve Wind Sp,d4P—geaph16093.1mdTeblel6D93.1 MARK SIZE(WXH' MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS O�` Equivalent Baric Wind Speed:Vmr=110 MPH.Vann a 172 MPH rr S.......P�`� 3.Expmme Cutegory.Pamgmph 1609.43:➢ Q yr ^� 917/- ��r f� .–r l 8L 4ss 1 08 ,11:`8 PGT��^ SGDa;Q2b1.�R26.-p b3t6% 55rP5F !c'?65/ 7'231PSF p4N3a1u S-"orwpelp 1.Replamnmtof(7)NON•lmpxtreted glm dome,ahuttm Q •k14$" 0" �G� SGD=25 0EL2.5.1.WB26% 52.3/-54.7 PSF6�5�t,-23Sf� W regnird. '` F Hullo/Pecm(t APPIiwOaa is to preside FlorWuPmduaApprovel 4' :.-�?=380' - PGT - SG�_2500Z- L25"1-;[i26SSF6%72.3'PF t7 a meeting required design prcrtpea. o C a PATIO Q+: t. i 7 J d Q Z z� s� Us, ----- 1, w � P t UNIT 101 a 0I gt� a $» DRAWN BY SM DATE DRAWN 12/11/15 REVISION s�arao A-1 i