HomeMy WebLinkAboutEngineering CONTRACTOR:Jensen Beach Aluminum. WIND SPEED AND EXPOSURE RAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED
Applies le Codes.Regulations and Standards TECHNOLOGY COUNCIL'SWEBSrTE
I.The 5th Edition(2014)Florida Building Cade,specifically Chapter AND GOOGLE EARTH. J Gp ..••.` ,
I6swetu�nesign Chapter zot� na, tcnapter23Wood.
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2.ASCE 7-10.
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Wind Loads DOOR OPENING SCHEDULE =�:W
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1.Building Occupancy Category,paragraph 1604.5-and Table 16045: c ¢ __
Risk icWindorvII. MARK SIZE(W-xH7 MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS �•'j Z
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.2132 MPH LLl i'72'-•x`4H' .PGL'. `HR-5410 i.;�FL242—R20 5541/ 55 7`'PSF 60.3/-60.3 PSF �i�`(
Equivalent Basic Wind Speed:VMT=170 MPH.VmD=
3.Exposure Category,Paragraph1609.4.3: D A 367,x�x 46" PGT PW,5420,e F1243—R1&
�58:$/ 57 9•PSF' SO.Oj-97.0 PSF PR Ft�6 �SQA.',`,' "•
Scope of Work:
I.Replacement of(2)NON-Impactrated glass doors,shutters
required. JX3:STRUCTURAL
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meeting required design pressures.
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DRAWN BY
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DATE DRAWN
07113/18
REVISION
6NEET NO:
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