HomeMy WebLinkAboutTypical Walli
k
H34
s.h.
L-1
25 s.h.
Safety
Glass
L-3
7a-n"
24'-0- 12'-8" 23'-4" 10'-0-
11'-7'" 9'-6- 2'-11""
4'-5' 3'-10" 4'-5-
1 -3r"2"" 5'-9` T-10` T-10" 5'_5"
T-7- 4'_5",
1'-11 "" 16"' 7'
25 s.h.
L-1 25 s.h.
L-1
Egress
Egress
0
011 oo
0 0 0
00
8'
8"'
4""
14'-0"
4'-0- 4'
00
IE0
00
I
Master Bdrm.
L-1
❑
25
25 L-1
L-7 n
`-
F
L-6
0
0
s.h.
s.h.❑
Porch
Ell
O
O
0 O
O
9'-4- Ceiling
9'-4" Cing.
T
from FFE
8"'
3'-0'" N 5' 4'rl
(�
ih
N
Cafe
o
❑
�
C0
9'-4- Ceiling
r
r/\E:
r
O
oL-1
oTem
25 L-1
25
25on
tl
,Glass
42'" Tall
w
s.h.
s.h.
s.h.
Seat
0
0
O
00
2680
NHeader
wall
0L-52sso
Pocket
Header
EI
4,0""
4
4„
-5' T-4- 3
8"
at 96'" o
T-8'" 5'-0"'
20'-0-
IT-0
❑
M
36- x 72"" eo
9'-4- a
Tub Unit
Cing.
Bdrm. 2
in
9'-4" Ceiling
`T
d.w.
Family
0
2880
�
Q
d'
11'-4"' Ceiling
T-6"' 8'-6"
d.
v.t.w.
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p
9'-4""
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h
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M at 96
O
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O
9'-4�� Ceiling
at 96'"
1
Header
0
ino
2080
L
' JOo
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p
A.H.UWRef.
n AtticOven
ALL[
w
o
Bollard
R11 batt insul.
at 96" finer
OHO
'L
F.
ih
2880
❑•
in adj. walls
Pocket
1'-6"
3'
0"'
O
9'-4'"
3'-s"
9 '-4"
Cing.
0
ry6�
9'-4,.
2680 Cing. 2880
8"
9•-8"
13'-0"
12
12'-0"
T-8'"
2'-0"
8 -4""
1'-s"' T-6" 5'-6"
2' 8""
Header
cc
co
❑
L
at 96"
Dining
�
0
�
22.5 x 54 Attic
N
Bdrm. 4 `r
C'
Access with
9'-4" Ceiling
o
Ladder
9'-4" Ceiling
L-4
3080 Dr.
L-1 L-1
d
and (2) 12"'
Impact Side
p
1oQ
Lites
0 0 •• o 0
El
•• o
0
26 s.h. 26 s.h.
Egress I -1 Egress L-1
0
26
26
s.h.
s.h.
g"
23'-8""
8„
C
E, r
9'-4' Ceilin
Bdrm.3
o Garage
L-1 from FFE
9'-4" Ceiling
0
0
9'-4- Ceiling
O
O
O
O
from FFE
12'-0"
s"
L-9
L-9
10
s`
26
L-1 s.h. o 0 0
0
0
0 0
0
F26
L-1
26
s.h.
Egress
L-1
s.h.
T-9""
T-9""
6'-9"'
6'-9-
1'-8"
2'-5'"
4'-2'"
2'-5'"
1'-8"'
T-6"
3'-6"
1'-8-
2'-5"
4'-2"
2'-5"
1'-8"
11'-6""
13'-6"
12'-4"
T-0-
12'-4"
6'-8"
6'-8"
25'-0"
31'-8-
13'-4""
T
Floor Plan
Scale: 1/4" = V-0-
0
25 s.h.
Egress
L-1
Project Data
Project Name: Robert Hall
Street Address: 12793 W Angle Rd,
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
�l I New One level CBS
Single Family residence
o
CO
L-2
N
H34 s.h.
Safety
Glass
in
I
H34
s.h.
HB
Building Code
2020 Florida Building Code: Residential
2017 National Electrical Code: NFPA 70
9'-4-
Em
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3798 s.f.
Design Loads
Roof Live Load: 20.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Area Tabulation
Living:
2656
Garage:
625
Porch:
304
Entry:
213
Total: 3798
Total Cubic Volume: XXXX
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Spray Foam
Varies
Insulationot —!
T.O.B.
1 /2" d.w.
1 x 4 p.t.
Firestop
1'-6"
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t. furring
8 x 1 E
strips 24"o.c.
CMU
with R4.1 Foil
insulation
Light �
1/2 . d.w\
Stucc(
#5 vert. rebar in
Lap Si
Stucc<
grout filled cell
Front I
See Floor Plan
6 1/2
for Locations
4" 3000# Fibermix Conc.
#5 Ve
on .006 Vapor Bearier on
10" H
Clean, Compacted, Termite
Lap. l
Treated Fill
Rebar
a
J
O
F.F.E.
�r
uD
Gre
0
I
(2) #5
Rebar
Typical Wall Section
5V Metal Panels over Peel &
Stick underlayment on
19/32"c.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24- o.c.
Shop Drawings by
Others
See Connector
Schedule
1 Galy. Drip Edge
over 1 x 3 p.t.
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1-11
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supercedes All Previous Site Plans for
OSTDS # J�r -�
Well#
Date:
Reviewer:
LU
U
Pine z
Fascia Board LU
Stucco Soffit Over -`a
High Ribbed Wire
Lath Lu = LLL
Install one layer of 15# X
felt to framing prior to .N
installing wire lath }
x 8 J Cj
ryp.
v
extured
i Finish C
ling Look Lu G
I Pattern on J
_levation O
Exposure z
-t. Rebar with
Kok and 30-
ie to Vert.
In Cells
de
drawn
s.l.
checked
.J.
date
10/22/21
scale
as noted
job number
21074
sheet
A-1
L-2
H31
s.h,
L-1
25 s.h
Safet,
Glass
HE
L-3
7n,-n"
24'-0" 12'-8" 23'-4" 10'-0"
11'-7" 9'-6" 2'-11"
4'-5" 3'-10" 4'-5"
1' 2i'2" 5'-9" T-10" T-10" 5'-5"
T-7- 4'-5"
1'-11- 16" 7'
25 s.h.
L-1 25 s.h.
L-1
Egress
Egress
8,.
0
L-8
L-8
8„
4"
14'-0-
4,-0„ 4'
a
Ell
00
�a
Q
❑
Master Bdrm.
I-1
sn.
5h. _
M
o
"L-6
s
U
F-�
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F
9'-4" Ceiling
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from FFE
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25 L-1
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268
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a
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at 96" 0
7 -8. 5,-0„ n
20'-0"
12'-0"
36" x 72" cc
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t
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Tub Unit
Cing. ,o
Bdrm.
9'-4' eiling n
d.w.
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t8�7 IT-6„8'-6„
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2880 $
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11'-4" Ceiling tollfot:'/p
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At is
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Header
r
iv
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°
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2080
L.
❑
at 96
line
�
in adj. walls
2G'
M
O
9'-4
PO
9'-4'
3'-8"
1'-6"
3'
Cling.
16b°
ng.
B
p
8"
9'-8"
13'-0"
2
12'-0"
N
7'-8'
2'-0"'
2T 4"
';; . 3,_6„ 5,_6„
Header
c
rs 12X8X7at-96-
s
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It
HI
>
0
22.5 x 54 Attic
`�
Dining
`�
Bdrm. 4
with
9'-4" Ceiling
cc
Ladder
o
0 9'-4" Ceiling
o
to
iN
W
00
N
Q
El
W
L-4
L-1 L-1
�
rybw°
El
h
Ell 0 Ell El
173Cr
E
..
26
s.h.
26
s.h.
26 s.h. 26 s.h. o
Egress L-1 Egress L-1
(LX8x8
0
8"
23'-8"
8„
E.
Garage
N
h
to
9'-4" Ceiling
Bdrm. 3
p
L-1 from FFE
�
9'-4" Ceiling
9'-4" Ceiling
❑
O
O1
El
p
❑
from FIFE
12'-0"
8„
L-9
L-9
s"
0 0 0
t
CID1
26
zn
L-1 s.h. O O
0
o
a o
0
L-1
26
s.h.
26 s.h .
Egress
L-1
_
5'-9"
5'-9"
6'-9"
6'-9"
1'-8"
T-5"
4'-2"
2'-5"
1'-8"
T-6"
3'-6"
1'-8-
2'-5"
4'-2"
2'-5"
1'-8"
13'-6"
12'-4"
T-0"
12'-4"
6'-8"'
6'-8"
25'-0"
31'-8"
13'-4"
Floor Plan
Scale: 1/4" = 1'-0"
L-7
m
0
25 s.h.
Egress
L-1
25 s.h.
Egress
L-1
H34 s.h.
Safety
Glass
I
in
H34
s.h.
I
t'IT
M
k
I
M
Project
Data
Design Loads
Project Name: Robert Hall
Roof Live Load: 20.0 p.s.f.
Street Address: 12793 W Angle Rd.
Wind Speed: 160 MPH
City: Ft. Pierce
Wind Importance Factor: 1.0
County: St. Lucie
Building Category: II
State: Florida
Wind Exposure: C
Internal Pressure Coefficent
Structure Designed: Enclo<_
Scope
of Work
Soil bearing capacity: 2000 p
New One level CBS
Single Family residence
Area Tabulation
Living: 2656
Building Code
Garage: 625
Porch: W4
2020 Florida Building Code: Residential
Entry: 213
2011 National Electrical Code: NFPA 70
Total: 3798
Building Data
Occupancy Type: Group R
Total Cubic Volume: XXX
Construction Type: V
Number of Stories: One
Project Area: 3798 s.f.
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very
Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Cast Crete Lintel Schedule All Pphnr tn ha 145 r-0rarla Rn min
U
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MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
2724
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6"
6113
1580
550
8F16 WIT
L-2
3'-8"
6113
408
3079
70
8F16 1B/1T
L-3
17'-4"
1326
855
732
430
8F20 1B/2T
L-4
8'-4"
1568
1322
931
478
BRF14 IB/1T
L-5
7-6"
2459
860
7482
569
8RF74 76/1T
L-6
4'-4-
5206
320
2636
105
8RF14 WIT
L-7
T-8"
6113
250
3079
100
8F16 16l1T
L-8
16'-0"
950
252
404
277
8F16 IB/2T
L-9
11'-4"
1366
173
798
33
8F16 WIT
L-10
10'-4"
1533
173
914
33
81716113/17F
Min. Beam depths shown, beams may be increased without comment
At Lintels over 24 deep provide (1) #4 vertical rebar tied to Horiz. steel at 24"o.c. along length of lintel
N 1— wwm=les,.e..
xnetmm alMN
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i :narti •Y
eM � a
8F16-1 B/1 T
CexLYxa
IMId (p T T
p Wu xlcttwn IrWJ evumpsJ
8 Hemmel
Lintel Type Designation
Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 20% if bearing length is less than
6 1 /2".
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per linier foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Reber per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4. Mortar per ASTM 0270 Type M or S _
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units,
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM 0-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1 /2" long notch at
both ends to accomodate vertical cell reinforcing and
grout
W.
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L.L
U
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LL
3
LLI
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drawn
$1
checked
ol.
date
1/12Y22
scale
as noted
job number
21074.
sheet
A-1
MAis Q 7 "'22
' ST. Due- County