HomeMy WebLinkAboutDrawing CONTRACTOR:Jensen Beach Aluminum. WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED `��'t t t I r r r rig
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Applicable CodaTECHNOLOGY COUNCIL'S WEBSITE
,Regulations,end Standards ; G ,.
1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOOGLE EARTH. �_ (.,:,pp�p `�Q;•'' �_i
D16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. I�..,C.r 1!7 m
2.ASCE 7.10. NOVtltttt �;z o W
Wind Loads N -3 2:U
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:
Risk Category 2. PER-MITTI.iC 7•. Z
2.Basic Wind Speed,Table 1609C,State ofFlorida Debris Region&
3t.LucleOottnty,FL ���'•, ,'g
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 .•
Equivalent Basic Wind Speed:VuLT=170 MPH.Vaso=132 MPH s .........
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3.Exposure Category,Paragraph 1609.43: D. OPENING SCHEDULE 'PRO Pft0/2 l P �F�\`�� r5
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Scone otWork: MARK SIZE (W-.H-) MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS
1.Replacement of(1)Impact Glass windows.Existing Shutters to Q 36" x.80". PGT SH-670 FL251.—R28 58.3/-58.4 PSF 60.0/-90.0 PSF
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2.Windows not within 14.OR of building comers. ce ui e
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Builder/Permit Application is to provide Florida Product Approvals cc
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DRAWN BY
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DATE DRAWN
10/20/16
REVISION
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