HomeMy WebLinkAboutENG Weglarek.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: November 20, 2020
Re: Theodore Weglarek
9550 S. Ocean Drive (middle) Unit 1003
Jensen Beach, Fl. , 34957
It is acceptable to replace existing sliding glass doors for the address listed above
with the units as follows:
1) S.G.D.- The EGS International Atlantic series "LM 130"' aluminum S.G.D. has a
FL#29677.1 with a +105 / -135 design pressure. It has a large missile "D" approval
and HVHZ.
2) F.G. - The Rampart Series "5500" impact/ aluminum window wall system has
a Florida number NOA #21899.1 with a +100 / -100 design pressure. It has a large
missile "D" approval and I3VHZ.
-- SCOPE OF WORK: New sliding glass door and window wall system.
DESIGN PARAMETERS AND ASSUMPTIONS USED:
1, DESIGN CODE: Florida Building Code Sixth Edition (2017) 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 120 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
Dn. If you have any questions please call.