HomeMy WebLinkAboutS140-SCHEDULES-&-TYPICAL-DETAILS-Rev.0RI
BASE PLATE SCHEDULE
BASE
PLATE MARK
BASE
PLATE Tx D x W
BASE
PLATE TYPE
BASE
PLATE GRADE
ANCHOR BOLTS
NO., CIA., EMBDEBMENT
COMMENTS
Bpi
3/4"x8"x0'-10"
A
36 KSI
4S1
E=1112"
BP2
1"x16N1'4"
A
50 KSI
4-1"x1'-0"
E=2"
BP3
1"x16N1'4"
B
36 KSI
4-1"x1'-0"
E=11/2"
BP4
1"x180x1'-6"
B
50 KSI
4-11/4"x1'-0"
E=21/4"
BP5
1"x12"x1'-2"
B
50 KSI
4-1"x1'-0"
E=2"
NOTES:
1. REF. 1/S1.4 FOR TYPICAL BASE PLATE DETAILS.
2. F-MIN. FILLET WELD SIZE PER BASE PLATE SCHED.
SCHEDULE
1'1
BAR SPLICE SCHEDULE
Pc
SPLICE CLASS
BAR SIZE
#3
#4
1#5 1 #6
1 #7
#8
#9
#10
#11
CLASS A 1.0 Ld
17
22
28
33
48
55
62
70
78
3000
CLASS B 1.3 Ld
23
29
37
43
63
72
81
91
102
CLASS A 1.0 Ld
15
19
24
29
42
48
54
61
67
4000
CLASS B 1.3 Ld
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 2 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 = W. 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.
SCHEDULE
LOOSE LINTEL SCHEDULE
MASONRY
OPENING (MAX.)
ANGLE SIZE
MINIMUM
END BEARING
_< 4'-0"
L4x4x1/4
6"
4'-0'TO 6'-0"
L5x5x5'16
8"
6'-0'TO 8'-0"
[SAX5/16(LLV)
12"
8'-0"TO 10'-2"
L7x4x3B Li
12"
:LEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 06/07/19
ARCH.
HOLES FOR ANCHOR
BOLTS REF. SCHED.
FOR SIZE (TYP.) —
STL. COLUMN
(TYP.) —
REF.
RC
r
WALL
RER PLAN
MASONRY
MASO VENEER REF. ARCH.
STL ANGLE REF.
SCHED. DO NOT
ATTACH ANGLE
TO WALL
TYPE "A"
#5 VERT. Fl.
HEIGHT IN i
CELLS
LL
rc
HOLES FOR ANCHOR
BOLTS REF. SCHED.
FOR SIZE (TYP.)
w
STL. COLUMN
TYP.) w
0
w
w
F
F
E EQ EQ E
.W.
TYPE"B"
245 VERT. FULL
HEIGHT REINF.
WALL OPENING
REINFORCING AT ALL CORNERS REINFORCING AT DOOR OR WINDOW JAMBS
#5 VERT. @ 24" O.C.
VERT. REINF. AS NOTED
FILL ALL REINF. CELLS
WITH GROUT
➢101 i:.
1. PROVIDE CLEANOUTS AT BOTTOM 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
T-0"
5
3'-9"
6
T-10"
7
6'-7"
REINFORCING AT EXT. & INT. WALLS
TYPICAL DETAIL
3/4" = 1'-0"
HOLES FOR
ANCHOR BOLTS
REF. SCHED. FOR
SIZE (TYP.) STL. COLUMN
(TYP.) �
w
o
O
I I
E L EQ L EQ E
uIV.
TYPE "C"
NOTE: LIGHT POLE ANCHOR BOLTS
MUST BE INSTALLED WITHIN
DRILLED PIER REINFORCING
CAGE.
2'- 0" CIA.
LIGHT POLE BASE
TYPICAL SECTION
3/4" = 1'-0"
Fn W z E
Z OC
NOTE: IF HOLES IN BASEPLATE ARE MORE THAN LUC =� r g
5/16" LARGER THAN ANCHOR BOLT, PROVID < H~ O m
PLATEWASHERS BETWEEN NUTAND PLATE To �
PER TABLE 1421N AISC STANDARD. Z QLy
O LUH m
3"PL.
WASHER
1 1/2"NON SHRINK o
' TOP OF(TYP.)
Z LU O< A
= m
TOP OF CONC. W LL Q &
SURFACE w O =
w �
z
o •#• '•°a z E
ul m O
W
C
°'- 3"0"0/8"PL. WASHER ` E'1l'h
NB
" TACK WELD NUT No. PEE0869426E
@} END OF STATE OF '
ANCHOR BOLT
/NXRIENG� `I `
1" CIA. AND LARGER „t1`
az zezals
Spell
ISSUE FOR BID &
PERMIT
LIGHT POLE
REF.ELEC.
(MAX. POLE
HEIGHT =25' - 0-)
1 1/2" NON -
SHRINK GROUT
2"CHAMFER
1 ADD'L. TIE
Q TOP & BOT.
C+J
M
ANCHOR BOLTS
CD
REF. MFR.
Z
FINISHED GRADE
J
W
REF. CIVIL
m
III��II'
U
Z
Y
W
DRILLED PIER
L
J
N3 TIES @
a--'
['[
W
12" O.C.
LL"I
J
W
(3.)
646 VERT.
C
_
REINF.
QJ
LO
N
W
Cz
LO
r
No
Revision
Late
Cr
Project Number'.
3018082
Date'.
02/26/2019
Shee[Thle and Number'.
y
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SCHEDULES & TYPICAL
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DETAILS