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ARCHITECTURE�= TRUCTURAL DESIGN
412 Colorado Avg.. Stuart, Fl. 34994 —
(772) 223-8227 * Lic. #AR
TP St. Li lee Cou�n y— -"Ullnig"Codet-gulation DivisiDPugus 07, 20�
RMegan Bogdan O
Atlantis III (middle unit) Unif 5
00200 S. Ocean Dr. #PH-6
Jensen Beach FL 34957
It is ac _ table to replace existin window and mullion bar for the address listed s
follows: a
•l) S.H. - The PGT systems Series "SH 7700A" L.M.I. alum. single hung windo hK a Fl 1
number NOA-#18-0430.06. The nominal wind speed is 132 mph and the ultimate wind s eed is
x170 mph. It has a +80 /-110 design pressure and has a L.M.I. "D" approval and HVHZ-
02) MULLION TUBE - T•PGT Win ow Sys - Se• AGT" Chppe'i Extru
Aluminum Tube Mullion -L.M.I. has a Florida number,IQA #17-0630.01. The nominal wind
speed is 132 mph and the ultimate wind speed is 170 mIWIL has a +170 /-170 design pressure
and has a small missile "D" approval and HVHZ . s e e
The w•t case scenario ui ng leNsign pressures of aclaress listea a ove nne is 8.7
63.7 and Zone 5 is +58.7 / -78.5. The buiiiw classification and ex osure category
"D" for the 6th Edition of the FBC (2017).
SCOPE OF• ORK"!New sin le hun & mu• n bar re lacement.0
L F,SIGN PARAMETERS AND ASSUMPTIONS USED:
1. DESIGN CODE: Florida Building Code Sixth Edition (01 witn./.u/-O Supplements using
ASCE 7-100 sees
2. Structure Designed: Enclosed
3. Risk Category: II xposure Ca "o-D
Design Wind Velocity 170 mph End Zone Width: 4 ft
5. Mean Roof Height 70 ft WRoof Pitch: 0:12 4warapet: MR ft
JR6. 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.
041
7. Design Loads: Floor: N/A Roof/Dead: NN/LV Roo i : N/ : N/A Dock: N/
Deck: N/A Stairs: N/A Fence: N/A Railings: N/A C
08. Were Shear Walls onsidered For Structure? N/A N A ltb* plainjihy
09. Is A Continuous Load Path Provided? N/A
10. Design Soil Bearing Pressure: N/A Soil Tes epor s Su mi e . N/A
Thankou for your time and consideration. you have any questions p ease ca .
Respectfull • DiII d
MR-144 gRaCom' by Mark A
Mark A. Corson A.I.A., NCA
Mari( A. Corson
ejj" Corson Date:
00 2020.08.07
13:42:01 -04'00'