16-0169Design Data
Wind Velocity (mph)
Risk Category
Exposure Category
Directionality Factor
Internal Pressure Coefficient +/-
40
45
450
Allowable Stress
OPENING
MARK
Building Data
170
Mean Roof Height
2
Building Width (ft)
D
Building Length (ft)
0.85
Roof Slope (x:12)
0.18
36
37
Design pressures listed below are:
40
45
450
Allowable Stress
OPENING
MARK
OPENING
DESCRIPTION
LOCATION
ZONE
OPENING
ELEVATION
OPENING DIMENSIONS
WIDTH (INCHES) HEIGHT (INCHES)
MAXIMUM POSITIVE
PERSSURE (PSF)
MAXIMUM NEGATIVE
PRESSURE (PSF
1
PGT 9700 SHBI
4
35
36
37
49.8
-53.9
2
PGT 5500 SHBI
4
35
37
62
48.3
-52.5
3
PGT 5500 SHBI
4
35
37
62
48.3
-52.5
4
PGT 5500 SHBI
4
35
37
62
48.3
-52.5
5
PGT 5500 SHBI
4
1 35 1
36
37
49.8
-53.9
6
PGT 5500 SHBI
4
1 35 1
36
37
49.8
-53.9
7
PGT 9700 SHBI
4
1 35 1
36
37
49.8
-53.9
8
PGT 9700 SHBI
4
1 35 1
36
37
49.8
-53.9
Width of End Zone (a) in feet = 4.5
Item
Product
Approval#
Size
Required DP
Allowable DP
1
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
2
Single Hung
15-0612.12
37"x62"
+48.3 -52.5
+60 -70
3
Single Hung
15-0612.12
37"x62"
+48.3 -52.5
+60 -70
4
Single Hung
15-0612.12
37"x62"
+48.3 -52.5
+60 -70
5
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
6
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
7
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
8
Single Hung
15-0612.12
36"x37"
+49.8 -53.9
+60 -70
A
Wall Panel
FL 12225.1
All Sizes
+49.8 -53.9
+43 -70
B
2x4 Mull
14-1105.01
98" long
+49.8 -53.9
+64.7 -64.7
C
1x4 Mull
14-1105.01
37" long
+49.8 -53.9
+170 -170
D
1x4 Mull
Detail AA
All Sizes
+49.8 -53.9
+120 -120
E
1x4 Mull
Detail BB
All Sizes
+49.8 -53.9
+80 -80
*ALL WINDOWS AND MULLS HAVE BEEN REVIEWED AND FOUND TO BE
ACCEPTABLE FOR THE PROPOSED APPLICATIONS
#D
1x4 Mull Truss Header
1 n n n
2x4 Mull 2x4 Mull
#D
#2
1x4 Mull
Single Hung
Receiving
37x62
Block
#A Channel
Wall
Wall Panel ,i
/
Wall Panel
#c
1x4 Mull
#3
Single Hung
37x62
#c
1x4 Mull
#D
#4 1x4 Mull
Single Hung
37x62
Block
#c Wall
1x4 Mull
/
1
Receiving
Receiving
M
Receiving
#A Chan el
#A Channel
Channel
r..�...
Wall Panel ,i
/
Wall Panel
,
Concrete Floor 4 Mull
---.1-117 ..... ........ . ........ . .......... ........... ..... ..........._......... .I ................ .....
36"
1/4x2.5"
ConcretE
at 12" ®(
.t .
ZA,,
Fr
1x4x'
Mull
I`r_ 1111
Proposed work is for a sunroom enclosure at the rear of a unit on
the 4th floor of a 4 story multi -family building with 14 units per floor.
Existing truss tail Units have concrete floor and concrete block walls with truss header.
header (24" OC)
Existing alae#ria complies with FBC 708.3.1.
IVINo changes to electric are proposed or required.
Glazing separating the living space of the condo unit from the
sunroom shall remain in place.
#D 1x4 -----
Mull I I Scope of Work
1/4x2.5" Screw Replace 5 windows size for size.
I
at 24" OC (3 at each #B Install 3 impact windows and impact elite wall
connection) 2x4 Mull panels to create a Category II Sunroom.
(See manufactures
installation details) All windows, mulls, and wall panels are to be installed
DETAIL BB per manufacturers specifications except where noted
otherwise on this plan.
6
.�h ail
o, rr �...
SEE ELEVATION VIEW
325'
45'
The Home Depot •
J Military
Deerfield Beach, Jt
Lildon Engineering Company,
0 Sunset Shores Dr.
Minneola, Florida 34715
394-2590
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No. 52583
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The Home Depot •
J Military
Deerfield Beach, Jt
Lildon Engineering Company,
0 Sunset Shores Dr.
Minneola, Florida 34715
394-2590
t ♦i
. ♦(a���A�•B�0
.tzZ
�®
GENS
No. 52583
.*r
■ ■ s
® ®. A'TE OF
• P • "C
44411 r,.
9 ■ ll
. �` jrn
�� •