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HomeMy WebLinkAboutEngineering CONTRACTOR:Jrn+rn Dui3 Ahmirvm. WIND SPEED AND EXPOSURE HAVE ,*'ZI�///�i�� DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED P', . N/Q Aeolieeble Coda,Re¢v,t,v,.nd S,nd.rd. DHN0L EY CFAO�CIL'S WEBSCfE �`Q�•/• y� 1.The sth PAiEon(2014)Florida Bmlding Code,spe Mmw Chaps [(' 16 Sw.ft dD,,IM Chepla20 Alummim,end ampUr23 Wood =Q;yl o J 2ASCH 7.10. �olp� Wi.d Load. y;S ?>,� 1.Building O=pemy Cotegory,P..V.ph 16M.5®dTab,16093: • c Risk C.tm—M. ����•• \ 2 Basic Wind Speed,Table 16090,Ste,ofFloddeDebtis Region& - � •-•••••• Speed, � -EgovalatH�aWmdSV--170M .PHV— I32MPH 3.EVe—a Category,P=V*1609A3:D p tta Seeo..fwork: DOOR OPENING SCHEDULE 1.Replaameot of(1)bic-ImpaYmted gl®door. W MARK SIZE(W"xH' MANUFACTURER SERIESg APPROVALS DESIGN PRESSURES ALLOWABLE STRESS Z BuEda/Permit AppE®4mia,provide Fkd&F,--APpovals 0 a meeEogmgaimddesiMpessma. Q 143.43'x 96"" PGT (' •SGD 670 1 "+�FL251;=,;j2�3) ��3s 6q 3 PSF= �y6 9„ 6 5 P$F z EtisUoEeha tnrea.bo Q 0 g R Z 3 ul W$ a Q uZ �& § Wss 6r, Z 8 a 5 O ymo DRAWN BY SM DATEDRAWN 0923/15 REVISION A-1