HomeMy WebLinkAboutWIND LOADCONTRA CTO Jensen Beach_ Alum um.
DESIGN C RIA:
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: Vmr — MP. L70 , Nominal
Design Wind Speed: Vese = 132 9 as required by local
jurisdiction.
1.3. Exposure Category, Section 1609A.3 sposureD
Scope of Work:
1. Replacement of (3) Impact Exterior single hung windows, (2)
Non -Impact Exterior Picture Windows and (8) Non -Impact Sliding
Glass Doors.
2. Existing Shutters to remain.
3. Replacements not within 20ft of comer.
Builder / Permit Application is to provide Florida Product Approvals
meeting required design pressures.
OPENING SCHEDULE
MARK
SIZE (W xH")
MANUFACTURER
SERIES #
APPROVALS
DESIGN PRESSURES
ALLOWABLE PRESSURES
3-0" x 8•-0
4P f INDUSTRIES
70 ON —IMPACT)
2
&FMIF31
+64.1/964.5 F
90.0/-73.8 PSF
3-0" x 8'-0"
OUNZ
INDUSTRIES
W-7620 (NON -IMPACT)
FLl•`
t
" MULLION 25
INDUSTRIES
MUL
FL261.—RN
."I —64.5
+64.7 —84.7
PGT NDUSTRIES
SH-7700 (LARGE MISSILE IMPACT)
F(y,L239
5.6/-66.1
— S
1" dry. MUdON " x 0.5"
MUL
%INDUSTRIES
MULLI N
11
,6/-66. F
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33 76
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188'-0" BUILDING HEIGHT
APP# 609
FRONT
DOOR
MEN
144 X 96
OPENING
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DRAWN BY
TP
IATE DRAWI
05/09/19
REVISION
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SHEET NO:
A-1
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