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HomeMy WebLinkAboutEngineering CONTRACTOR:lcaam Beach A] I.—. WIND SPEED AND EXPOSURE HAVE DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED ' AI.lghiablEiAmand SinxndanL TECHNOLOGY COUNCIL'S WEB3E 2Budg Codeapec8a8y Chpmr ANDCOOCLEEARTH. 16ShucWWDaigNChapw __...-.___.......___.__._._.._ � P��',•k..11 3 i� Ahmim,4md Chapla23 Woad 2 ASCE 7-10. Wind I—d. f _0 I.Buiiding Ocaupmry Cemgmy,Pmapaph 16045 andTable 16843: Rink Cwm-2. OPENING SCHEDULE %2' 7. 2.Bmic Wlad Speed,=tale Slate fFladdeDebda Regi.& Baric Wivd Speed,Paagcxph 160931 --.16893.1 MARK SIZE (W xH' MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS �,�.�'••.....••'• Eq.Wa Doi.WivdSpeed:Vin. 1700N va+a=1aza�H 3.Expmum Camgmy,Pmagmph IMAD 4B"x 80 PGT tuSGD 770' t;L251 R28 50 7 54 9 PSF/ 60 04 ''60 0 PSFSm"ofWork-. L Reps eof(Us®a(9) 48'x 72 �PGT=�• HR 710.1= F1242 R21 51{, 533 PSF 75.0 X75.0-PSF-` 2 Wivdovn ml wiWia 39 fto[building 0diag minae. • y� D �). 26 x 26 PGTs SH�700-' FL239 R24 56 7/ 67 0 PSF ,,$0 0�.BO 0 PSF p `- Bw1da/PmmilAppOa,i-iawp.vid.Florida Pmd.uAppmv4, uVi u. mmmgmga and aviga per. Q 37"x 38r �PGf' pSH 700?• FL239 R24 X54 2/ 58 4 PSF 80 0/ B0 0 PSF LL _ — W 3Z"x 50",I PGT.. SH 700 FC239 .R24 5313/ 57 5-.'PSF BO 0/-,'80 0 PSF' W a C m 2 Jg zha azo I o W zE5 zga eA W � G Epp i a u� C� W 6 C 6F SECOND FLOOR o s 8 W„ 0 DRAWN BY AG DATE DRAWN .. 12!08/16 REVISION a - Search Results for Map Page 1 of 1 1 ASCE 7'Nindspeed ASCE 7 Cfound Snots Load Related Resources Sponsors About ATC, Contact . .................. ........__.._...._ . _._... .. ...._...... ..._..... ..... .. ...... ........... .......... ............ . ..._............_.. .._....:_.......... . .._.__........_.. .. .................... . ME- Search Results "` °t�' fk� IeSStuteg tdDlArfa cih Ead 7{3x d::.: ,z Query Date:Thu Dec 08 2016 dirt :ii3tr r tdeaFsf E c 3 v Latitude:27.2946 x ? Longitude:-80.2178 ASCE 7-10 Winds eeds (3-sec peak in mph*): ... s.. XX Risk Category .1 I• 50 Risk Category I• 3 9 Y Risk Category III-IV:174 MRI-10-Year:88 MRI 25-Year:108 ''ASmacr.ISPir'^ '�`�* ..<;: ,**•' ;- +ht MRI 50-Year:121 MRI-100-Year:133 a� < sk.✓ os �L��A�gzex� �✓�i; :;c3�:.::.:,:.u;;•:i .;:.iso;YG�,�t�7dkw�.;;;; ASCE 7-05 Winds eed: ,..,��::�*::.:::::::::::::::::::::::::::::::::::::::::::.:.:: 142(3-sec peak gust In mph) i::b>a::;:.,<:�< ;;. �" n ASCE 7.93 Windspeed: 100(fastest mile in mph) Wiles per hour "Mean Recurrence Interval Users should consult with local building officials to determine if there are canmunidy-specific wind speed requirements that govern. print mqEsm'!Ats as WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. 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