HomeMy WebLinkAboutEngineering CONTRACTOR:Jensen Beach Aluminum. SPEED A EXPOSURE BANE
DESIGN.CRITERIA: EEN DETERMINED USING THE ADVANCED
Applicable Codes,Regulations,and Standards ECHNOLOGY COUNCIL'S WEBSITE
1.The 2010 Florida Building Code,specifically Chapter 16 Structural ND GOGGLE EARTH.
Design,Chapter 20 Aluminum '
2.ASCE 7-10. �:2C,
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Wind Loads — U r$
1.Building Occupancy Category,Paragraph 16045 and Table 1604.5:
Risk Category IL '•
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& �S1'•,
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1
Equivalent Basic Wind Speed:VuLT=165 MPH.VAsn=125 MPH
3.Exposure Category,Paragraph 1609.4.3: D
PRO E/S�I(
Scope of Work:
DOOR OPENING SCHEDULE
1. Replacement oftwo non-impactrated glass doors. MARK SIZE WNH' MANUFACTURER
( �) SERIES # APPROVALS DESIGN PRESSURES
Builder/Permit Application is to provide Florida Product Approvalsy k
meeting required designpressures. i I AG7. '" 7b=R23 4e
P Q = 14„ §�/ x•96 P �t SGDx,7a"70HP'( � 87E7,td;;PSF_..
Existing shutters to remain.
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WINDOW/DOOR SCHEDULE
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PPDX
APPDX IMPACT PROTECTION IL17Y
ID OPENING
SIZE DESIGNATION IMPACT NEW REMARKS
NO SIZE TYPE
(WXH) GLASS SHUTTER EXISTING
SHUTTER
37"X 0" 25 SH X EXAMPLE
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30
*Window Replacement using existing shutters to comply with impact protection will require the
existing shutters to meet the requirements of the 2010 FBC1Res1dendalR301.ZL2
TOTAL GLAZED OPENING AREA FOR STRUCTRE: S.F.
PERCENTAGE OF NEW GLAZED AREA: %
(TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE)
NOTE:The replacement of more than 25%ofthe aggregate area of exterior glazing(windows&doors)in one&two family
dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved shutters
or impact resistant glazing)as per 2010 FBC/EXISTING BUILDING 606.4.
TYPE WINDOWS
SH—SINGLE HUNG AWN—AWNING SL—SLIDING
DH—DOUBLE HUNG CAS—CASEMENT FIX—,FIXED