HomeMy WebLinkAboutEngineering CONTRACTOR:/amen Beech Almn kuru. WIND SPEED AND EXPOSURE RAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED
Applicable Codes Reguhtiansand Standards TECHNOLOGY COUNCIL'S WEBSITE ............
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LTdth EdiU.(2014)Flodda BaH- Code,cpeclGeelly Chapter AND GOOGLE EARTH. �•
16 Structural
Design,Chapter 20 Aluminon,,and Chapter 27 Wood 0:
2StructuralASCE 7.10. �:4
OPENING SCHEDULE - w •o '
Wind Leach
I.Building Occupancy Cetegmy,Pamgeph 1604.5 an 1604J: MARK MANUFACTUR S APPRO�— D IGN P ESSURES ALLOWABLE-&7R 7••.� °O`
Risk CategarvL `
2.Basic Wind Speed,Table 16090,StateofFlmrida Dtbm Regan B: Q 48'X 96'1/"PGT GD-670 57-R28 '.1/-67.0 PSF 80.0/-80.0 PSF •.•.
Basic Wind Speed,Paragraph 1609 tee./ J.I ...V
Equivd t Deal e Wind Speed:Vua.170 MPR. "id2 MPH �vva� ...PI
J.Exp.—Catcem9,Perago.0 7609 J:D
Stupe of Work: \
I.Repla—.t of(d)Non-Impact Rated gliding Glass Dame. k-, ❑
2.Windmva not within 6.0 B ofbadivgmrcers I:J
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Builder/Permit Application u to provide Florida PmductApprovah w a
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DRAWN BY
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DATE DRAWN
/� 17/13/18
Q7 Q1 Q7 REVISION
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