HomeMy WebLinkAboutShull Construction - 7804 McClintock Way - Lot 7512 - (Page 1 of 2) - 5-11-20 - S&S - 5-13-201 of 2
4/7/20
7 8 0 4 M c C l i n t o c k W a y
P o r t S t . L u c i e , F L
10'-0" x 18'-0" Screen Room
Foundation Plan
Material List: 6005A-T61 Alloy
1" x 2" x 0.044" Open Back
2" x 2" x 0.044" Tube
2" x 3" x 0.045" Tube
3" x 0.024" x 1-Lb EPS Panel
NOTE: Door Connection
1. Door to be attached to structure with (3) hinges (min.).
2. Each hinge to be attached to structure with (min.) (4)
#10 x 3/4" S.M.S.
3. Each hinge to be attached to door with (min.) (3) #10
x 3/4" S.M.S.
4. Bottom hinge to be mounted between 10" & 20" from
the ground.
5. Top hinge to be mounted between 10" & 20" from top
of the door.
6. Door location may vary.
S h u l l C o n s t r u c t i o n
P .O . B o x 6 2 1 8 5 1
O v i e d o , F L 3 2 7 2 6
10'-0"
Concrete Foundation (TYP.)
3" Composite Roof (TYP.)
Aluminum Framing Member (TYP.)
Plan View
9'-6"
2x2
(TYP.)
2x3
(TYP.)
2 x 3
2 x 3
2 x 3
Front Elevation
10'-0"
2 x 2
(T Y P .)
1x2
1x2 R i g h t E l e v a t i o n
L
e
f
t
E
l
e
v
a
t
i
o
n
18'-0"
11'-0"
20'-0"
2 x 2
(T
Y P .)
2 x 3
2x3
This structure has been designed in accordance with the requirements of the 2017 Florida Building Code,
Sixth Edition - Residential, Chapter 3, Section R301.2.1. The following wind load requirements, in accordance
with 2017 Florida Building Code, Sixth Edition - Building, Chapter 16, Structural Design, Section 1609 and ASCE
7-10 were employed in the design of the structure:
Ultimate Design Wind Speed (Vult): 150 MPH (3-Second Gust)
Nominal Design Wind Speed (Vasd): 116 MPH (3-Second Gust)
Risk Category: I
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.00
Design Pressure for Exterior Components & Cladding:
• Walls = 18.6 PSF
• Roof = 15.0 PSF
10'-0"
D a v i s & C l e a t o n E n g i n e e r i n g , I n c .
1 0 1 S u n n y t o w n R d ., S t e . 1 0 9
C a s s e l b e r r y , F L 3 2 7 0 7
F L P .E . #3 5 8 1 6
P H . (4 0 7 )-5 3 9 -2 3 5 3
18'-0"
SCALE: 1/4" = 2'
A
A
2 x 3
9'-6"
10'-0"
2
x
2
(
T
Y
P
.
)
1x2
1x2
2
x
2
(
T
Y
P
.
)
2x310'-0"
9'-6"
5/11/20