HomeMy WebLinkAboutAPPROVED Engineer Ltr - Deutsch doc 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: July 25, 2021
Re: Carl Deutsch
8750 S. Ocean Drive Unit 1432 (middle)
Jensen Beach, Fl. 34957
It is acceptable to replace existing sliding glass door for the address listed above with the
units as follows:
1) S.G.D. -The EGS International Atlantic series "sM 130"' aluminum S.G.D. has a
FL#29677.2 with a+130/-160 design pressure. It has a large missile "D" approval
and HVHZ.
The worst case scenario building design pressures of address 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 sliding glass door.
DESIGN PARAMETERS AND ASSUMPTIONS USED:
LDESIGN CODE: Florida Building Code Sixth Edition(2020)
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,
M GW' i A Carw-nv
Mark A. Corson A.I.A., NCARB
President
Digitally signed
Mark q
by Mark A
Corson
Corson Date:2021.07.26
00:59:27-04 00