HomeMy WebLinkAboutAPPROVED Massey letter-esigned
M.A. CORSON & ASSOCIATES, Inc.
ARCHITECTURE * STRUCTURAL DESIGN
412 Colorado Ave., Stuart, Fl. 34994
(772) 223-8227 * Lic. #AR91665
To: St. Lucie County - Building & Code Regulation Division Date: June 6, 2021
Re: Debora Massey
9490 S. Ocean Dr. Unit 412A (Middle)
Jensen Beach, Fl. 34957
It is acceptable to replace existing sliding glass door, sinlge hung window, & entry door
opening for the address listed above with the units as follows:
1) S.H. - The CGI Window & Doors Inc. - Sentinel Series "110” aluminum single hung
Window has a Miami Dade NOA # 20-0722.09. The nominal wind
speed is 132 mph and the ultimate wind speed is 170 mp h. It has a +80 /-85 design pressure.
It has a small and large missile "D" approval HVHZ.
2) S.G.D. - The International Impact Building Products Series " Titan 90 " aluminum sliding
glass door with reinforcements has a Miami Dade NOA # 20-1202.12. It has a +90 / -90
design pressure. It has a small and large missile "D" approval HVHZ.
3) P.W. - The Series "Sentinel 130" Alum. Fixed window - L.M.I has a
Miami Dade NOA # 20-0519.0. It has a +80.0 /-80.0 design pressure and has a large
& small missile "D" approval and HVHZ .
4) MULL BAR - The Series "Sentinel" Unclipped Mullion - L.M.I has a
Miami Dade NOA # 20-0610.11. It has a +90.0 /-90.0 design pressure and has a large
& small missile "D" approval and HVHZ .
The worst case scenario building design pressures of addr ess listed above in Zone 4 is +58.7 / -
63.7 and Zone 5 is +58.7 / -78.5. The building has a type II classification and exposure category
"D" for the 6th Edition of the FBC (2017).
SCOPE OF WORK: New fixed glass & sliding glass door.
DESIGN PARAMETERS AND ASSUMPTIONS USED:
1.DESIGN CODE: Florida Building Code Sixth Edition (2017) with 2020 Supplements
ASCE 7‐16.
2. Structure Designed: Enclosed
3. Risk Category: II Exposure Category: D
4. Design Wind Velocity 170 mph Nominal Wind Speed 132 mph End Zone Width: 4 ft
5. Mean Roof Height 153 ft Roof Pitch: 0:12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: Zone 4: +58.7 / -63.7 P.S.F. &
Zone 5: +58.7 / -78.5 P.S.F. Worst case scenario has been calculated.
7. Design Loads: Floor: N/A Roof/Dead: N/A Roof/Live: N/A Balcony: N/A Dock: N/A
Deck: N/A Stairs: N/A Fence: N/A Railings: N/A
8. Were Shear Walls Considered For Structure? N/A Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? N/A
10. Design Soil Bearing Pressure: N/A Soil Test Reports Submitted? N/A
Thank you for your time and consideration. If you have any questions please call.
Respectfully,
Mark A Corson
Mark A. Corson A.I.A., NCARB President