HomeMy WebLinkAboutEngineering CONTRACTOR:Jensen Beach Aluminum. WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN
DETERMINED
USING
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Applicable Codes,Regulations,and Standards
1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOGGLE EARTH. \�G,P;......
16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. �•
2.ASCE7-10. 'O,N O o t
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Wind Loads _ _
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: 'U o
Risk Category 2.
2'
2.Basic Wind Speed,Table 1609C,State ofFlorida Debris Region& OPENING SCHEDULE �'.• •.
Basic Wind Speed,Paragraph 1609.31.1 a e 1609.3.1 MARK SIZE (W-xH'7 MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS ����•,•• .•''!C
3.Exposure CEquivalent elegtory,Paragraph 609.4. V^so=132 MPH Q ,�9 amh
Scope of Work: Q !
1.Replacement of(7)SGD and(2)Non-impact Rated Windows.
2.Windows not within 8,6 ft ofbuilding comers. Q3LOP Im a C C IIIJJJ ❑
3.Existing Shutters to Remain - O ui c
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Builder/Permit Application is to provide Florida Product Approvals t++
meeting required design pressures. OLL
1.Glass types:5,6,7 or 8 cc
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DRAWN BY
DATE DRAWN
04/04/17
REVISION
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