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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 ............ * ba 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 s O n - Builder/Permit Application u to provide Florida PmductApprovah w a mecting sequined du,gapte — O `G r. /CLOD � e &0 � � �� W! Z z vy I a6 t Cd S O ca x R G�0on m N a 3m:b�S DRAWN BY AG DATE DRAWN /� 17/13/18 Q7 Q1 Q7 REVISION sxurna A-1