HomeMy WebLinkAboutS140 - SCHEDULES & TYPICAL DETAILSBASE PLATE SCHEDULE
BASE PLATE MAW
BASE PLATE SIZE
ANCHOR BOLTS
DIAMETER
E
COMMENTS
T
D
W
BPI
3/4"
1'- 0"
1'- 0"
(4)3/4" x l'-0"
1 1/2"
BP2
1 1/2"
1'- 8"
1'- 8"
(4) 1" xi'-0"
2"
fy = 50ksi
BP3
3/4"
1'-2-
1'- 2"
(4)3/4" x 1'-0"
1 1/2"
RELEASED
Subject to compliance with all regulations
of State and Local Codes
City of Calmel
x GtlJ
oup
DATE: 10/14/19
NOTES:
1. REF. 1IS140 FOR TYPICAL BASE PLATE DETAILS.
BASE PLATE SCHEDULE
12" = r-o"
BAR SPLICE SCHEDULE
Pc
SPLICE CLASS
BAR SIZE
#3
1 #4
#5
#6
47
#8
#9
#10
#11
CLASS A 1.0 Ltl
17
22
28
33
48
55
62
70
78
3000
CLASS B 1.3 Ltl
23
29
37
43
63
72
81
91
102
CLASS A 1.0 Ltl
15
19
24
29
42
48
54
61
67
4000
CLASS B 1.3 Ltl
20
25
32
38
55
63
71
80
88
NOTES:
1. USE THE ABOVE DEVELOPEMENT LENGTH AND LAP SPLICE TABLE FOR BEAMS, JOISTS COLUMNS, WALLS, SLABS,
ETC. WHEN THE CLEAR SPACING OF BARS IS GREATER THAN 2 BAR DIAMETERS AND THE CLEAR COVER IS NOT
LESS THAN 1 BAR DIAMETER.
2. WHEN THE CLEAR SPACING OF BARS IS LESS THAN OR EQUAL TO BAR DIAMETERS, OR WHEN THE CLEAR
COVER IS LESS THAN 1 BAR DIAMETER, MULTIPLY DEVELOPMENTAND SPLICE LENGTHS LISTED IN THE TABLE BY
1.50.
3. TENSION DEVELOPMENT LENGTH = Ltl. LENGTHS LISTED IN THE TABLE ARE IN INCHES.
4. PROVIDE LAP SPLICE LENGTH BASED ON THE LARGER BAR BEING OVERLAPPED WHEN BARS OF DIFFERENT SIZES
ARE SPLICED.
5. FOR TOP BARS, MULTIPLY THE DEVELOPMENT AND SPLICE LENGTHS BY 1.3. TOP BARS ARE DEFINED AS
HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE
MEMBER BELOW THE BAR.
BAR SPLICE SCHEDULE
LOOSE LINTEL SCHEDULE
MASONRY
OPENING (MAX.)
ANGLE SIZE
MINIMUM
END BEARING
_<al
L4x4x1/4
6"
4'-0" TO 6'-0"
L5x5x5/16
B.
6'-0" TO 8'-0"
L6x4x5/16 (LLV)
12"
8'-0"TO 10'-2"
L7x4x3/8(LLV)
12"
FOR CONSTRUCTION
�TELSCHEDULE
ARCH.
REF.
RC
WALL
REF. PLAN
' MASONRY
VENEER REF. ARCH.
I
STL. ANGLE REF.
SCHED. DO NOT
ATTACH ANGLE
TO WALL
3.0
HOLES FOR ANL
BOLTS REF. SCI-
FOR SIZE (TYP.)
STL. COL.
(TYPJ —
EQ. I ED,
3.0
#5 VERT. Ft
HEIGHT IN E
CELLS
O
D o
HOLES FOR ANCHOR
BOLTS REF_SCHED.
2445 VERT. FULL
HEIGHT REINF.
WALL OPENING
REINFORCING AT ALL CORNERS REINFORCING AT DOOR OR WINDOW JAMBS
VERT. REINF. AS NOTED
FILL ALL REINF. CELLS
WITH GROUT
��I=11�111II�ILI I-ILI LILI �I®
NOTES
1. PROVIDE CLEANOUTSATBOTTOM OF EACH REINFORCED
CELL IN ACCORDANCE WITH ACI 530.
2. PROVIDE HORIZONTAL JOINT REINF. PER GENERAL NOTES
@ 16"O.C. MAX. U.N.O.
BAR SIZE
LAP LENGTH
4
3'-0"
5
3'-9"
6
4'-10"
7
6'-7"
REINFORCING AT EXT. & INT. WALLS
TYPICAL DETAIL
314"= V-0"
3.0
HOLES FOR ANCHOR
3.0
NOTE: LIGHT POLE ANCHOR BOLTS
MUST BE INSTALLED WITHIN
DRILLED PIER REINFORCING
CAGE.
2'-0"DIA.
LIGHT POLE BASE
TYPICAL SECTION
3/4" -1 0
NOTE: IF HOLES IN BASEPLATE ARE MORE THAN
5116" LARGER THAN ANCHOR BOLT, PROVID
PLATE WASHERS BETWEEN NUT AND PLATE
PER TABLE 14-2 IN AISC STANDARD.
3000018" PL
va
0
3
N
w
of
LIGHT POLE
REF.ELEC.
(MAX. POLE
HEIGHT =25' - 0')
1 V2" NON -
SHRINK GROUT
2"CHAMFER
1 ADD'L. TIE
@ TOP & BOT.
ANCHOR BOLTS
REF. MFR.
FINISHED GRADE
REF. CIVIL
DRILLED PIER
#3 TIES @
12" O.C.
646 VERT.
REINF.
,14
IL
1" DIA. AND LARGER
1 V2" NON -SHRINK
GROUT(TYP.)
TOP OF CONC.
SURFACE
3"x3"x3/8" PL. WASHER
TACK WELD NUT
@ END OF
ANCHOR BOLT
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Project Number:
3018068
Date:
09106-19
Sheet Title and
S140
SCHEDULES & TYPICAL
DETAILS