HomeMy WebLinkAboutAPPROVED, Almanzar letter-signed
M.A. CORSON & ASSOCIATES, Inc.
ARCHITECTURE * STRUCTURAL DESIGN
412 Colorado Ave., Ocean Blvd., Stuart, Fl. 34994
(772) 223-8227 * Lic. #AR91665
To: St. Lucie County - Building & Code Regulation Division
Date: January 18,2021
Re: Angel Almanzar
9500 S. Ocean Drive, Unit 201 (Middle)
Jensen Beach, Fl. , 34957
It is acceptable to replace existing door opening for the address listed above with unit
as follows:
1) Fiberglass Door- The Jeld-Wen "DesignPro/Smoothpro" fiberglass door has a
Florida number FL.#16708.1 with a +65 /-65 design pressure. It has a L.M.I. missile
"D" approval and HVHZ.
The worst case scenario building design pressures of address listed above in Zone 4 is
+51.8 / -56.2 and Zone 5 is +51.8 / -69.4. The nominal wind speed is 132 mph and the
ultimate wind speed is 160 mph.
SCOPE OF WORK: New door replacement.
DESIGN PARAMETERS AND ASSUMPTIONS USED:
1. DESIGN CODE: Florida Building Code Seventh Edition (2020)
with 2020 Supplements using ASCE 7‐10
2. Structure Designed: Enclosed
3. Risk Category: II Exposure Category: D
4. Design Wind Velocity 170 mph End Zone Width: 4 ft
5. Mean Roof Height 80 ft Roof Pitch: 0:12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: Zone 4: +51.8 / -56.2 P.S.F. &
Zone 5: +51.8 / -69,4 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