HomeMy WebLinkAboutDrawing0
Main Door 1
2
3
4
5
67891011
121314
15
16
17
PAGE:
1
OF
1
PAGE DESCRIPTION:
Site Plan
DATE:
Jul 14, 2020
SCALE:
NOT TO SCALE
COPYRIGHT E-TEMPEST.COM
Ch
r
i
s
t
o
p
h
e
r
H
a
n
d
y
86
5
0
P
i
n
e
M
a
r
t
i
n
L
a
n
e
Fo
r
t
P
i
e
r
c
e
,
F
L
3
4
9
4
7
Opening Size
(W x H)
0. Omit
(Not Replacing)
1.39 x 58Single Hung Window
(Series 4100)
FL23358.2
2.24 x 24Fixed Window
(Series 130)
19-0603.02
3.34 x 82X Outswing Door
(Series 160)
17-1226.05
4.22 x 29Single Hung Window
(Series 4100)
FL23358.2
5.31 x 42Single Hung Window
(Series 4100)
FL23358.2
6.31 x 42Single Hung Window
(Series 4100)
FL23358.2
7.31 x 42Single Hung Window
(Series 4100)
FL23358.2
8.38 x 82X Outswing Door
(Series 160)
17-1226.05
9.75 x 81XX Outswing Door
(Series 160)
17-1226.05
10.39 x 66Single Hung Window
(Series 4100)
FL23358.2
11.39 x 66Single Hung Window
(Series 4100)
FL23358.2
12.39 x 58Single Hung Window
(Series 4100)
FL23358.2
13.39 x 58Single Hung Window
(Series 4100)
FL23358.2
14.75 x 81XX Outswing Door
(Series 160)
17-1226.05
15.39 x 42Single Hung Window
(Series 4100)
FL23358.2
16.39 x 29Single Hung Window
(Series 4100)
FL23358.2
17.39 x 58Single Hung Window
(Series 4100)
FL23358.2
MRH 12'
Garage
LaundryRoom
BathRoom
DiningRoom
Kitchen
Living Room
BedroomBedroom
Bedroom
BathRoom
BathRoom
Egress
Windows & Doors Match Existing Window & Doors
Property Information
Owner:Christopher Handy
Address:8650 Pine Martin Lane
Fort Pierce, FL 34947
Building Information
Wind Zone:160 MPH.
Exposure Category:C
Minimum Building Dimension:20 ft.
Mean Roof Height:12 ft.
Risk Category:II
Design Pressure Calculations
Opening
Number
Location
Zone
Device
Width (in)
Device
Height (in)
Device
Elevation (ft)
Max Positive
Pressure (psf)
Max Negative
Pressure (psf)
1 End 39 58 7 32.5 -42.9
2 End 24 24 7 33.5 -44.8
3 End 34 82 7 32.0 -42.0
4 End 22 29 7 33.5 -44.8
5 End 31 42 7 33.5 -44.8
6 End 31 42 7 33.5 -44.8
7 End 31 42 7 33.5 -44.8
8 End 38 82 7 31.8 -41.5
9 End 75 81 7 30.3 -38.6
10 End 39 66 7 32.2 -42.3
11 End 39 66 7 32.2 -42.3
12 End 39 58 7 32.5 -42.9
13 End 39 58 7 32.5 -42.9
14 End 75 81 7 30.3 -38.6
15 End 39 42 7 33.2 -44.3
16 End 39 29 7 33.5 -44.8
17 End 39 58 7 32.5 -42.9
Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 6th Edition (2017) Florida Building Code.
Page 1 of 1