HomeMy WebLinkAboutDrawing CONTRACTOR:Jensen Beach Aluminum. WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED
Applicable Codes,Regulations,and Standards TECHNOLOGY COUNCIL'S WEBSITE
1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOGGLE EARTH.
16 Structural Desigo,Chapter 20 Aluminum,and Chapter 23 Wood.
2.ASCE 7-10. �+��rr'' c' �,.,. 0'
0"li[G :,. R�ice ;u, w
Wind Loads w .k J
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:
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Risx categDry II. - SEP 0 7 2016 =7.. .
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& •.
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 I PEHNIITTIMG_ iii „ .•''
Equivalent Basic Wind Speed:VOLT=170 MPH,VASD=132 MPH ,_L s .. \\\
3.Exposure Category,Paragraph 1609.4.3: D St.Lucie CpuntY, i�'/ PR \\\
OPENING SCHEDULE Ph6l la4t h�i�
Scope of Work MARK SIZE(W-xH7 MANUFACTURER SERIES / APPROVALS DESIGN PRESSURES ALLOWABLE STRESS
1.Replacement of(2)Impact rated glass window and(1)Impact _ E:1SGD. Q 34JF x 48' PGI SH-5400/REINFORCED FL1239—R23 61.3/-60.4 PSF: 65.0/-122.2 PSF p
Builder/Permit Application is to provide Florida Product Approvals, Q 36'x 48' PGT SH-54DD/REINFORCED FL1239—R23 . 61.2/-60.3;PSF .65.0/-122.2 PSF ui a L
meeting required design pressures. rr
Q 37"x 48' PGT SH-5400/,REINFORCED FL1239—R23 61.0/-60.2 PSF X65.0/-122.2 PSF LL Z
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DRAWN BY
AG
DATE DRAWN
08/18/18
REVISION
i
SHE No:
A-1