HomeMy WebLinkAboutTrefelner(1) signed prints-ORIGINALHB
H33 s.h.
Safety
Glass
#5 rebar at top
in. (1) req'd. q.-ity of #5 rebar
C,J oat bottom of lintel
F- filed grout
ri _ty
T
width
00
C.M.U.
gr. Q 8F16-1 B/I T
I
rennI .. al
CastCrete
lintel „ a
bar bo nomin I J -ity 1 .5
J
8' Nominal1\1\156 ity haigth. ,bar at top
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.
52'-0"
6'-4- 11 18'-4- T-2-
LENGTH OF
LINTEL
Conc.
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
Pad
4'-6"
6113
865
L-1
0 C:)
25 s.h. Q) C 00
C)
" ('0
HB
[�--
11
24
25 s.h.
6113
EgressLl-
s.h.
Egress
L-3
T-10""
6113
8]
Ir
109
81F16 IB/1T
L-4
4'-8"
4567
515
1960
109
8RF14 113/1T
L-5
4'-8"
6389
212
2618
59
8RF18 I B/IT
L-6
17'-4"
- ❑d ❑ L ----------
� Ll�
103
2668
�14
44
8F20 IB/1T
L-7
T-8"
Bdrm. 2
152
3079
43
- - - - - - - - 11 - - -
r
- - -
T-8"
1568
543
937
125
8RF14 113/1T
>
(D
9' -4 -Ceiling
Kitchen
4 -al
I
Master Bdrm.
VJ
C)
9' -4 -Ceiling Range & 0
Exh. Hood
-
VTR
I
9'-4- I 9'-4"Ceiling
Dining
00
I
Clng. 1 & 12 -Coffer
9'-4-CeilingI
1
5'-10'"
T-0'" T-6°"
3'-5- 5'-4'T—
5'-0- 13'-0-
00
co
2'-0-
2'-0"
CO
4
N
Ref.
r -----
water
line
I
'166
22'-'x 36-111
Header
at 8'-0"
2'-3- 9'-4- - - - - - - - - --
- - - J
ss
Access
Access
L ------ j:
O
Clng. CY) 2668
C
9'-4"
it
'at
I
U
Clng.
00
.0
cc I
Co
0
Cing.
V
6 ' 2 -3'
t
Temp.
00
LO
I
00
-
Living
Glass
42 Tall
Wall
-R!
C)
- (0
-1
N1V
or
9'-4"Ceiling
co 7-
lilll■l�
A.H.U.
a
dc
-1050
L-- in attic
•
-i
T-8"
2'-6" X-2-
0
Bollard
19'-4" 8'-3- 101-9,
oll
11
I r 1 1 22.5 x 54 Attic
C:)i
i Access with
5]
0 00
0
CD
CD
M
Ladder
Bdrm. 3
41EE1
Provide R1 1 Batt
9' -4 -Ceiling
[FiET]
Insulation in Adj.
I i
Walls
F--1 011
1
F±1
26
L-22
� s.h.
26
s.h.
6
[L-
L-3 26
s.h.
[��
2
-
4]
L ----- i
E.
Stucco
Ceiling
Garage
9'-4"Clng.
from F.F.E.
n.
9'-4"Clng.
from F.F.E.
Kill
----------
26 s.h.
1L7-1
Egress
19'-4"
16080 Overhead
11ill JEJE11
------------------------------------------------------
1F±11E1
1E
X-8 11-
4'-112„
6'-4"
6'-4"
2
T-10-
3'-10-
2
2'-4"
2'-4
16'-0-
T-4"
12'-8"
18'-8"
31'-4-
20'-8"
Floor Plan
Scale: 3/16" = l' -O"
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.
T U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
Cast Crete Lintel Schedule
All Rebar to be #5 Grade 60 min.
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
8F16 IB/IT
L-2
4'-2
6113
1019
2724
218
8F16 IB/1T
L-3
T-10""
6113
515
3079
109
81F16 IB/1T
L-4
4'-8"
4567
515
1960
109
8RF14 113/1T
L-5
4'-8"
6389
212
2618
59
8RF18 I B/IT
L-6
17'-4"
1326
103
1 520
44
8F20 IB/1T
L-7
T-8"
6113
152
3079
43
81716 1B/1T
L-8
T-8"
1568
543
937
125
8RF14 113/1T
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
HB
—1--
H33 s.h.
Safety
Glass
Conc.
Pad
Connector Schedule
Truss
Bearing
Truss
Connector
Onty.
Connector
Fasteners
Point
Uplift
ID
>
Uplift
All trusses
Each
<1000
HETA20
1
1810
(9) 10d x 1 1/2"
to CBS
Brng.
<
-J
cu
Valley
Supporting
Framing
CD
to
0
000
M
(4) 1 Od
Trusses
<250
VTCR
1
370
Valley
Truss
z
(3) 10d x 1 1/2-
Connector Notes:
Do not substitute connectors
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers spec's.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Contractor to approve temporary bracing to prevent
toppling of trusses, see HIB -9.
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
2017 Florida Building Code: Residential
2014 National Electrical Code: NFPA 70
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 1951 s.f.
Roof Live Load: 20.0 p.s.f.
Wind Speed: 150 MPH
Wind Importance Factor: 1.0
Building Category: 11
Wind Exposure: B
Internal Pressure Coefficient: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Area Tabulation
Living:
1425
Garage:
426
Entry:
100
Total: 1951
Total Cubic Volume: 13395 c.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 ED -GE 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.
PROVIDE -CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH
OVER CBS
(SIDES & REAR)
NICHIA SIDING ON
FRONT ELEVATION'
GRADE
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
Do not sheath trusses before all straps are in place
Other specs, if different from above, have priority.
Use either "Hilti- C-100 or Simpson Epoxy Tie Epoxy
Provide equal number of studs under girders equal to
the number of plys.
12
5
(3
C
1111-4
>
0
UJ
<
>
U -J
0>Y
U
00
M
00
0
LU
z
"Cl -
co
04,
<
-J
cu
a)
0
CD
to
0
000
M
r --
C)
_J
LL
tN
F
<
CU
z
U-1
1.-
Q
C)
>
UJ
0
M
>
(D
4 -al
VJ
R20 SPRAY
FOAM INSUL.
\- 5/8" D.W. LU
1 x 2 P.T. 0
FIRESTOP z
Ui
(2) COURSE BOND
CU
BEAM WITH (1) #5
REBAR FILLED WITH
GROUT EACH COURSE LUloolor) 0
-- U-
Cn �
0 41
8 x 16 x 8 C.M.U. cr-
0
WITH #5 VERT. DOWEL 0
IN GROUT FILLED CELLS Q V
<
1 x 2 P.T. FURRING 24"o.c. _J
4i
UJ
O
R4.2 INSUL. ON z
FURRING 24-O.G.
1/2" GYP. D.W.
I x 2 P.T.
FIRESTOP
-------
-
------
3000# FIBERMIX CONC.
c4-
OVER.006 VAPOR BARRIER
ON CLEAN, COMPACTED,
------ TERMITE TREATED FILL
Typical Wall Section
drawn
checked
S.I.
date
10/261/2020
scale
as noted
job number
20052
sheet
A-1
>
0
UJ
<
>
U -J
LL
U
C) 03
00
01-0
cl, Z
04,
<
UJr.
0
cu
00
ry
M
R20 SPRAY
FOAM INSUL.
\- 5/8" D.W. LU
1 x 2 P.T. 0
FIRESTOP z
Ui
(2) COURSE BOND
CU
BEAM WITH (1) #5
REBAR FILLED WITH
GROUT EACH COURSE LUloolor) 0
-- U-
Cn �
0 41
8 x 16 x 8 C.M.U. cr-
0
WITH #5 VERT. DOWEL 0
IN GROUT FILLED CELLS Q V
<
1 x 2 P.T. FURRING 24"o.c. _J
4i
UJ
O
R4.2 INSUL. ON z
FURRING 24-O.G.
1/2" GYP. D.W.
I x 2 P.T.
FIRESTOP
-------
-
------
3000# FIBERMIX CONC.
c4-
OVER.006 VAPOR BARRIER
ON CLEAN, COMPACTED,
------ TERMITE TREATED FILL
Typical Wall Section
drawn
checked
S.I.
date
10/261/2020
scale
as noted
job number
20052
sheet
A-1