HomeMy WebLinkAboutWIND LOADCONTRACTOR: ens cach-Alummum.
DESIGN CRITERAW17�WWWW" �
1. The 6th Edition (2017) Florida Building Code, specifically Chapter
16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. ASCE 7-10.
Loading Criteria
1. Wind Load:
1. 1. Building Occupancy Category, Section 1604.5 and Table
1604.5: Risk Category 3.
1.2. Ultimate Design Wind Speed: VMT fl,�Nominal
Design Wind Speed: V�D = L32 WHqg'--m
quiie-d by local
jurisdiction.
1.3. Exposure Category, Section 1609.4. F su"
Scope of Work:
1. Replacement of (3) Impact Exterior Storefront Doom
2. Replacements not vithin 10ft of comer.
Builder / Permit Application is to provide NOAs meeting required
design pressures.
AUG 0 7 2019
�T. Lu(Je County, Pern
OPENING SCHEDULE
MARK
SIZE (W-xH-)
MANUFACTURER
SERIES #
APPROVALS
DESIGN PRESSURES
ALLOWABLE PRESSURES
�95 �374-
fCqtbooRs��"W DOWS
S11-1rG
W�3-5 STOREFRONT DOOR
ISS ILE IMPACT)
IV �1�.PSFA
J�
'8.0.-0,/-,80;0 SE#
(:;F . *� _f_�
AWL
�96;
11 OCR �;&�W�NDOWS
%16-�S�'
SS--35OO, _STqEFRIIN YS
TPA T)TEM
SC
IS�ILE M
NifAf.?7 114.0gi
!61TI-/=61-1 -P�F)
r—+8O.C1-8 0 PIS F�
4L)
frg,—t- 95�
4OPMRS-& �WNDOWS
EISS�35POISTOKFRONT SYSTEM
�tARGE'MIS�
SILE IMPACT)
61 F
—:!-aD—O PSA
FAI
k4�8P 4-
,fj /�,b �jj:: i 4 El 5 3
A4
162'-0"
BUILDING HEIGHT
5
7�59X 95
9 X
PENIN
�OPENI 9:
SCANNED
BY
St. Lucie County
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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IATE DRAWi
07/26/19
REVISION
SHEEr NO;
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