HomeMy WebLinkAboutConstruction Plans10f-0" M--0"Screen Room
Concrete Foundation (TYP.)
`a
A
18'-0"
Foundation Plan
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 (Volt): 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
1 Qr-0r' � Aluminum Framing Member (TYP.)
3" Composiro Roof (TYP.)
[r Ix2 Ix2 �
A Ct
C
zxJ
w ?
10,-0„ 11,-0a zxJ
20'-0n
Plan mew
Material Lot 6005A-T61 Alloy
I"x 2" x 0.044" Open Back
2" x 2" x 0.044" Tube
2"x3"x 0.`u Tube
3" x 0.024" x 1-Lb EPS Panel
NOTE: Door Connectbn
1. Doorta be attached to muctme with (3)hinges(min.).
2. Eachhiagombea hadmstructurewith(min.)(4)
10. 3/4" E.M.E.
3. Each hmge 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 gaond.
5. Top hinge m be mounted bertveen 10" & 20" fn top
ofthc dour.
6. Door location may vary.
2xJ
rYP-)
zxz
p
9'-6"
------------
Front Elevation
SCALE: 1/4" = 2'
O O
00 N
M
N
U O O
CA gl;
8
G
� O
N N
bo O
M
W b Cqen
v
O R M N
U � 4i M V1
�v1 dW�
ti P-i
A U W P
T
3
xa
IDo „
U a
5 CA
d 00
00 O
t- pr
a
Revision#1: ("Z
5/11/20V
DATE:
4/7/20
PAGE:
1 of 2
3"Alummam Channel
Attach Channel a Existing Wood Facary Site
Beam Using(.) #12 Wood Screwwith 1-1/2" (MIN.)
Thread Penetration@8"O.C.(MAXJ(T .)
— 3"Composite Panel (TYP.)
/ `- Attwh Composite Panel to Channel Using
(1) #10 x 1/2" S.M.S. Screws @ 8" O.C. (MAX.)
Top&Bottom(TYP.)
Roof to Host Caulk Exposed Screws As Necessary
2" x 3" Edge
Attach 1"x 2"'
(4) x 1-1/2" S.h
Screw Bosses('
Attach I" x 2" To Base Plate
Bosses (TYPJ
Attach Composite Panel to Aluminum
F—mgUs /I Member Using(1)1/4"x4"
Lag w/ 1-./4" Frnder Washer @
(MAX.) (TYP.)
Caulk All Exposed Screws
3"Composite Panel (TYP-)
Sttach I"x 2" To 2" x 2" Wag
4),1 -1/2" S.M.S.(MMJ into
xrew Bosses(TYP.)
x 3" Usmg #10 x 1-IY2"
N.) @ 24" O.C. & 6" From
NAX.) (TYP )
1/4" Diameter T.N. w/ 1-3/4" (MN.)
Solid Cancrnc @ 24" O.C. & 6" (MAX.)
n Each Upright (TYP.)
Cancrctc Foundation (TYP.
�✓�luminvm Farcing M—ber (TYP.)
I
Roof to Ed re Bettor
Grade Concrete Slab with Turndown
Footer w/ 2,500 PSI Concrete
T (TYP.)
8" (MIN.)
1 8" (MIN.) (1) #5 Bar Continuous
w/ 25" (MIN.) Lap (TYP.)
Section A -A
Notes:
I . There shall be no debris or roots within the foundation.
2. The foundation shall be a minimum of2,500 p.s.i. concrete
Over 6-Mil. Vapor Barrier On Clean, Well
Compacted Soil.
3. 2,000 P.S.F. (MIN.) Soil Bearing.
Composnc Rvof
See "Roof to Edg
for Rvof Conned
2" x 3" Edge Beam
2" x 2" x 1/8" Angk (TYP.)
I"x 2" Open Back
(1) I/4" Diameter Tapcon w/ 1-3/4" (MN.) Ina Solid Conant, @ 24" O.C. & 6" (MAX.) \
From Each Upright (TYP.
m v v
Oprieht Detail
Attach Hcadcr to Upright Using
(4) #10 x I-1/2" S.M.B. (MM.)
Into Screw Bosses (TYP.
Attach Gut a Uprght Using
(4) #10 x 1/2" S.M.S. (MIN.)
Bach .(TYP.)
J
A-1, Base Plate Upright Using
(4) x 1-1/2" S.M.S. into
Screw B.—(TYP.)
Concrete Foundation (TYP.)
U oo0 N
M
N
cow
v
JJ vi a: O
of
G
Q
V
C�p
V
N N
WbN to
T 00
W ax
Q�Uwa
C1--
� w
O
g �a
O it
Revision # 1: ("1
5/11/20V
Date:
4/7/20
PAGE:
2 of 2
SCALE: N.T.S.