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DESIGN CRITERIA:
Applicable Codes,. Relatioiis'aAd Standards
1. The 7th Edition (2020) FloridaB .ilding Code, specifically Chapter
16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. ASCE 7-16. :. _:. _...
Loading Criteria " ti
1. Wind Load:
1.1. Building Occupancy Category 96ction 1604.5 and T�;ble
1604.5: Risk Category 2. J It
1.2. Ultimate Design Wind Speed: VuLT .d omingl m �.t;
.
Design Wind Speed: V— = 132 MPH as required b local
jurisdiction.
1.3. Exposure Category, Section 1609.4 i . P- u,e ' }
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Scope of Work: 1
1. Replacement of (6) Non -Impact Exterior Sliding Glass Dogs t
2. Not within loft of building corner unless noted. I
3. Existing Shutters to remain. i
Builder / Permit Application is to provide Florida Product; ,pprovals
meeting required design pressures.
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OPENING SCHEDULE
MARK
SIZE (W"%H")
MANUFACTURE;
SERIES #
APPROVALS
DESIGN PRESSURES
ALLOWABLE PRESSURES
'32 1/3' x 96"
j&NDUSTRIES
SGD-670 (NON -IMPACT)
FL251.1-R33
+65.4/-65.6 PSF
+90.0/-110.8 PSF
E�
34" x 96"
JIMINDUSTRIES
SGD-670 (NON -IMPACT)
51Ii=R
+65.4/-65.6 PSF
+90.0/-110.8 PSF
35 3/8' x 96"
PG INDUSTRIES
SGD-670 (NON -IMPACT)
FL25161=R
+64.9/-65.2 PSF
+90.0/-110.8 PSF
LDw
35 1/3" x 96"
b.
PGTpI.NDUSTRIES )
i
SGD-670 (NON —IMPACT)
�"�51�
+64.9/-65.2 PSF
+90.0%110.8 PSF
35" x 96"
PGT I DUSTRIES.'
~ `` SGD-670 (NON -IMPACT)
FL251.1-R '
+64.9/-65.2 PSF
+90.0/-110.8 PSF
35' x 96"
%�GT. INDUSTRIES
SGD-670 (NON -IMPACT)
L251.1 R53
+64.9/-65.2 PSF
+90.0/-110.8 PSF
2" x 6" x 1/4' - 96'
NDUSTRIES
MULUON
+65.5/-65.6 PSF
+170.0/-170.0 PSF`;`"'
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97 X 96
OPENING
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106 X 96
OPENING ,
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210'-0" BUILDING HEIGHT
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OPENING
DATE DRAWN
03/25/21
REVISION
D -
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SHEET NO:
A-1_
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