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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 tinier 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. Rebar 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 C270 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 sha11
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.
Cast in place sill or Tie Beam Option
In the event that precast products are damaged in the
field cast in place sills and tie beams may be used (not
to exceed 5'-10") Typical cast in place tie beam to be
a min. 8" x 12" with (2) #5 top and (2) #5 bottom
c
Bottom Cord
of Truss o
1 1/
p plate
gyp. d.w.
ids 24"o.c.
:ud Grade
p.t. sill plate
base
id Hard Coil
12"o.c. max.
r
Concrete
Foundation
Interior Wall Section
Non Load Brng.
Cast Crete Lintel Schedule
All Reber to
v vv I Climatic & Geographic Desi n Criteria
5 Grade 60 min.g
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT
OAD
BEAM SPECS
L-1
T-8"
8974
241
4853
9
8F24-1B/1T
L-2
4'-6"
8672
788
4292
24
8F24-1B/1T
L-3
4'-2"
8672
241
4292
90
8F24-1B/1T
L-4
T-10"
8974
241
4853
90
8F24-1B/1T
L-5
6'-9"
5681
250
2571
1
0
8F24-1B/1T
L-6
T-2"
5681
98
2571
7�
8F24-1B/1T
L-7
T-0"
11809
250
7636
150
8F48-1B/fT
L-8
17'-4"
2047
454
872
14,3
8F40-1B/1T
L-9
4'-8"
9311
241
4594
9
8RF42-1B/1T
L-10
5'-4"
7342
204
3607
83
8F24-1B/1T
L-11
T-8"
5891
888
2322
2
3
8RF30-1B/IT
L-13
10'-4"
1533
250
914
1
0
8F16-1B/1T
L-14
13'-6"
1002
250
559
1
0
8F16-IB/IT
L-15
10'-8"
1366
488
798
3
4
8F16-1B/tT
L-16
14'-7"
1370
163
519
1
2
j 8F16-1B/1?
L
ART VENT Weathering: Negligible Termite Area: Very Heavy
ation Flood Vents
e Area:517 sq. ft. Flame Spread Index & Smoke Developed Index
Number: 1540-520
Coverage: 200 sq. ft. Insulation Flame Spread: Not to exceed 25
ntilation: 51 sq. in. Insulation Smoke Developed index: Not to exceed 450
ize: 16"" x 8"" x 3"" Opening: 16 1 /4"" x 8 1/4"" Wall Finishes: Not greater than 200
) vents (600 s.f. provided) Ceiling Finishes: Not greater than 200
oor plan for locations
ttom of vent within 12"" Wall Key
garage finished floor
Load Brng. Frame
Frame Walls 0
(Non Lead Brrg.)
Project
Data
Design Loads
Area Tabulation
Project Name: Kevin Murphy
Roof Live Load: 30.0 p.s.f.
Living:
2232
Street Address: XXXX Oak Drive
Wind Speed: 16D
MPH
Garage:
517
City: Ft. Pierce
Wind Importance Factor: 1.0
County: St. Lucie
Building Category: 11
Porch:
291
State: Florida
Wind Exposure: B
Entry:
61
Internal Pressure Coefficent:.18
Scope
of Work
Structure Designed: Enclosed
Total
3101
Soil bearing capacity: 2000 p.s.f.
New One level CBS
Single Family residence
Building Data
Total Cubic Volume: 21,844 c.f.
Building Code
Occupancy Type:- Group R
Construction Type: V
2017 Florida Building Code: Residential
Number of Stories: One
2014 National Electrical Code: NFPA 70
Project Area: M1 s.f.
L-10
5og
L-9 °
Flood Vents
H35
Septic
L-1 Stub
Out
(-`1
H35
48"'x 24" Fixed
Glass Transom
tvh
(3) places at
Hatched
i
s.h.
s.h,
d
C1 C7 O
Areas
M
I!]
Eli M
M
—
-- —
—
— --
'M
s 0
m
LOAD
1
I
I
L-11
Master
Bdrm.
`r
I
co
BRNG.bo
WALLS U')
1 _
i
p
I
9'-
1
'Coffer
�17'-0"
2668
Temp. Glass
on 48"Tall 2'-6"
A.H.U:
I
❑
8"
I
8'-9" Pocket
Wall
in atti&
6068ch
c
2668
Pocket
6'-0' 14 2'-5"
19'-8'
3'-0`"
18'-0"
,
_.-
I Q
2668
N
Ccna
Pad
118"
Pocket
v
I
_
t
i
Attic Access
I
❑
I
with Ladder
:..0
J
Garage
�`
HB
L —
—
—
— — —
M
Cing.
9'-4"Ceiling
o' I
co
2668
from F.F.E.
o
C7
Storage Truss Above
1
U. C]
O
O
2668
aio
❑'
`�'
"'
j
C]
31_4
6
i
Cono.
Steps
R11 Batt Insul.
3"
Irl
1
j
❑.
-
0Adj.
LOAD,
in Walls
1
_—__
Hdr.
L-]
l
Porch
1
a
at
8,-0"
2 z i2
Neader
WALLS
p — p p
e
I
I
Sloped Ceiling L 14
g
I l L-13
Living
17"
°
o0
3080 Dr. & (2)
F.
E.
co
co
L-16
I
I
from 9'-4""FFE
Stucco Ceiling
g
19080
I PKT
12'-0" Ceiling
to
N
e
12"Temp. Side
12'-0" Ceiling Lites Transom
12'-0" Cln g L-6
I
I S.G.D.
a
64,
Above
from F.F.E.
°
o
IT-4"
4'-0" 6'-6-
6'-10- 4'-0" 2"
5'-4- 1'-8- 16" Frame out Lintel
Pn
1
8' 3'-6'
2'-4'
EGRESS I 3'"I to match width of
columns
ng I I
L-5 Ceiling
1
I
Brng.
Clmn.
RIME]
-----
C7 Rl O FEIM R7
❑p
p
p
I
0 0cc----
R1
Exp.
Joint
C1 C]
T
2668
N
I
---- -
M
Cing.
Q
Fol
5'-4"
10'-0`
C)
6'-0,
2068
2668
�� 2868
°L� ?ps8
Bdrm. 3
26 s.h.
Egress
O Rl
I
I
1
�°
Pocket
Pocket
0
I
I
I
Limits of 12' 0" Cing.
c
L
w i
ih
9-4" Ceiling
1
v
L-16
I1
1
=
— — — — —
— — —1 �
1'-9' 4'-, I N
3•• I 6'-0`"
F1110
6"
,a
in
13'-4"
2668
Pocket 3'-4" 2'-0"" 2'-0"' 3'-4"
12'-10"
�
26 s.h.
Egress
o
ih
cc
ILI]
o
L-4
1 9080
9'-4"'
1
.Q�0
I PKT:
I S.G,D.
I
Cing.
N
Bdrm. 2
p
T
eat
��/ Lr14
L-1,3
Kitchen
?
1
9'-4" Ceiling
Q
2'-6"`
O
26 s.h.
Egress
1
o
Sloped Ceiling
g
B
L_3
ICI
'
i
co
from 9'-4"
7
�
L><
CD
I
C]
pO �
----
F11
I
coop
�o�a
�
o
B'
o--
I
-1
o0
0 0
0 0 0
0 0
o
o , ❑ o o 121
_71Fo
a
IL-151
SGD i
Pock
10'-0"
Floor Plane
Scale: 1 /4" = V-0"
t HB L3 I L-2 L-2 25 s.h. L-2 125 s.h. 23 s.h. L-2
Egress fety 23 s.h.
s.h. Egress Safety Safety
25'-4" 5'-9" 8'-10" 51_1" Glass 6'-0- Glass
16'-4"
O
+J
O
L
O
A
_x
.>
date revision 1,
1/7/21 Added Flood Vents
in the garage area
drawn
checked
at
P date.
'R111J-' 10/20/2020
scale
REVIEWED FOR as noted
..job number
CODE COMPLIANCE
zDDDa
ST. LUCIE COUNT sheet
13OCC A _ 1
FILE