HomeMy WebLinkAboutRevised A-1s
C
#5nrebar at too
:V 1 quanity of #5 rebar
e-- at bottom of lintel
Ca 'i
yity
r F= filled grout
'— Lo i width e�
C.M. .E
8F16-1 B/1 T
T
einfo... d
aataeta T
qe anity bf #$ J
j�$ bar sat bottom omi al bar at top
vity heigth
8" Nominal
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.
Floor Plan
Scale: 3/16- = 1'-0-
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 C-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.
=nr n"
Cast Crete Lintel Schedule
All RPhar +n ho ±tR (`_Y..de nn —:—
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6"
6113
865
2724
172
8F161B/1T
L-2
4'-2"
6113
1019
2724
218
8F161B/1T
L-3
3'-10"
6113
515
3079
109
8F16 WIT
L-4
4'-8"
4567
515
1960
109
8RF141B/1T
L-5
4'-8"
6389
212
2618
59
8RF181B/1T
L-6
1 T-4"
1326
103
520
44
8F20 WIT
T
L-7
T-8""
6113
152
3079
43
8F16 1 B/1 T
L-8
T-8""
1568
543
937
125
8RF141B/1T
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
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
Connector Schedule
Truss
Bearing
Point
Truss
Uplift
Connector
ID
Qnty.
Connector
Fasteners
Uplift
All trusses
Each
to CBS
Brng.
<1000
HETA20
1
1810
(9) 10d x 1 1 /2"
Supporting
Valley
Framing
(4) 10d
Trusses
<250
VTCR
1
370
Valley
Truss
(3) 10d x 1 1/2"
Connector Notes:
Project Data
Project Name: Trefelner Residence
Street Address: XXXX Roland Ct.
City: Lakewood Park
County: St. Lucie
State: Florida
Scope of Work
New One level CBS
Single Family residence
Design Loads
Roof Live Load: 20.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Area Tabulation
Building Code Living: 1425
2017 Florida Building Code: Residential Garage: 426Entry: 100
2014 National Electrical Code: NFPA 70
Total: 1951
Building Data
Occupancy Type: Group R Total Cubic Volume: 13395 c.f.
Construction Type: V
Number of Stories: One
Project Area: 1951 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
5V CRIMP METAL ROOFING
ON PEEL & STICK UNDERLAYMENT
OVER 5/8" C.D.X. PLYWOOD -�
SEE CONNECTOR
SCHEDULE --- \
PRE ENG. WD.
TRUSSES 24""c.c.
ALUM. DRIP EDGE ON
1 x2P.T.ON2x6
CEDAR FASCIA -,\
STUCCO SOFFIT
WITH 8°" x 16""
SCREEN VENTS -
8'-0""o.c. ALONG
GARAGE & ENTRY
LEVEL RETURNS
BY TRUSS MFG.
12
5
R20 SPRAY
FOAM INSUL.
5/8"" D.W.
1 x 2 P.T.
FIRESTOP
(2) COURSE BOND
BEAM WITH (1) #5
REBAR FILLED WITH
1 -6 GROUT EACH COURSE
PROVIDE "CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH
OVER CBS
(SIDES & REAR)
HARDIE SIDING ON
FRONT ELEVATION
Do not substitute connectors
Attach valleytrusses and i GRADE
piggy back trusses, if present, A.T.R. =All Treaded Rod
to main trusses per truss manufacturer drawing.
Drill and Epoxy Set all A.T.R.
Truss to truss connection by truss company, installed per manufacturers spec's. Do not sheath trusses before all straps are in place
Lateral forces perpendicular and parallel to wall has been Other specs, if different from above, have priority.
considered (less than 300 p.l.f.) Use either "Hilti"" C-100 or Simpson Epoxy Tie Epoxy
Contractor to approve temporary bracing to prevent Provide equal number of studs under girders equal to
toppling of trusses, see HIB-9. the number of plys.
8 x 16 x 8 C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 24""o.c.
I
R4.2 INSUL. ON
FURRING 24"o.c.
1 /2" GYP. D.W.
1 x 2 P.T.
FIRESTOP
_ X14"" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
/ ON CLEAN, COMPACTED,
--------- TERMITE TREATED FILL
Typical Wall Section
U
Q
I
w
N
O
00
i
w
z
�
M
LLU-)
Cn
'14-
U Q0
_
• U)
N
®
1v LO
b=00
J
.4
LL
I`
• —
_Q
ICU
w
v
p
o
>
--I
W
w
Lo
co
a�
1
Er
d-
W
+J
cu
CU UJLO
Q
. � N
■ •�
vo
alt
)
T
Z �
N
.�
LU
co
T--
u.1
CJ
z
w
U)
W
J
Q
LL
LL1
J
z
M
U �
-� 0
r
c
0
Lee. 0
U
4— +;
(1) w
L
le —
date revision
11 /24/20 Plan Review Comments
1 . Dated 11/24/2020
drawn
s.l.
checked
s.l.
date
10/26/2020
scale
as noted
job number
20052
sheet
A-1
0
ti