HomeMy WebLinkAboutS4I
SEE
3' -0'
SITE SLAB, ARCH. #4 AT 12 "o.c. F—
SEE SITE PLAN DW
�— FIN. FLR. EL. 849' -0"
s
1 —#4
12' CONCRETE cl,
BLOCK
6"
14 AT 4'- 0'o.c.
0
3 — #5 _I
2' -0'
M
SECTION 4
3/4' = 1' -0' S1
A
5s /s" SEE as 3' -0'
SITE SLAB, ARCH. #4 Al 12 o.c. I-
I SEE SITE PLAN DWG. I
FIN. FLR. EL 849' -0' �_ FIN. FLR. EL. 849' -0"
6 CONCRETE :.. a •:.. ° ...:....... a. ::
BLOCK - - --��
ANCHOR BOLTS, 1 _ #4-->
SEE ARCH. DWGS.. 12" CONCRETE
FOR SIZE AND i BLOCK t
SPACING 00 4' CONCRETE oO
12" CONCRETE N BLOCK "'
BLOCK
6" 6"
#4 AT 4'- 0'o.c. #4 AT 4'- 0 "o.c.
0 0
3 — #5 3 -5
d
2' -0' C.> 2' -4"
n
SECTION 3 SECTION 2
3/4" = 1' -0" S1 3/4' = 1' -0" S1
j
14 AT 12 "o.c. (TYP.)
1' /z" CLR. 1 — #4 CONT. (TYP.)
�—T/SLAB EL. = 849' -0"
li r
" PROVIDE #5 CORNER BARS
4 CLR. FOR THE HORIZONTALS N
2'-0
6
°O #5 AT 12" (TYP.)
M
EL = 845' -0"
CONTINUOUS :: NOTE NO. 1
WATERSTOP 6 8 #5 AT 12" (TYP.)
(TYPICAL)
o
I— 3" CLR. KEY WAY (TYP.) Ir
NOTE:
1. BLOCKOUT REQUIRED FOR ELEVATOR CYLINDER INSTALLATION. VERIFY BLOCKOUT
SIZE AND LOCATION WITH ELEVATOR SUPPLIER.
SECTION 5
3/4' = 1' -0" S1
0
I
a
1 "0 A36 ANCHOR BOLT ' . st
w/ DOUBLE NUTS AND a• °'
WASHERS FOR LEVELING
5"
ANCHOR BOLT DETAIL D
1 1/2" = 1' -0" S4, S6
A PIER DETAIL H
1 1/2" = 1' -0" S4
1'/2" CLR.
IT )
0
9s /8" /—SIZE ANCHOR BOLTS, SEE
ARCH. DWGS. FOR
AND SPACING
FIN. FLR. EL. 849' -0"
10" CONCRETE
BLOCK
4" CONCRETE 12" CONCRETE
BLOCK BLOCK 00
N
6"
#4 AT 4'- 0 "o.c.
0
3 — #5
2' -4" L)
i�
SECTION 1
3/4' = 1' -0' S1
11/2" CLR.
ILO
t j '
t � 'O•
PIER DETAIL
'C-
1/2" = 1' -0" S4
in 1" - 4" .. 11' —ID"
BASE PLATE DETAIL G
1 1/2" = 1' -0" S4
I
I
1'/2" CLR. (TYP.)
t c
PIER DETAIL e
1/2" = 1' -0" S4
n
V
m1,/ "- 17 ".,1' -0"
BASE PLATE DETAIL F
1 1/2" = 1' -0" S4
COLUMN SCHEDULE
A -2, A -3, A -4, A -5, A -6, C -4, D -2.2 B -5, B -3, B -4 C -1,
A -7, B.2 .7, B -2, C -7, C -2, C -5, E -3 B -6, D.5 -1
D.5 -2, F -2, E -2, E -4 D -4 C -6 C -3,
F -2.9, F -4 D -3 T F
-+ AdkENI&
CONSULTING ENGINEERS
Ter Horst, Lamson & Fisk, Inc.
2629 Waterfront Parkway
East Drive Suite 100
Indianapolis, IN 46214
t t t o 0 0 0.• Phone: 317 -328 -1500 alo Fax: 317- 328 -9383
co
JL
W10 x 33 W10 x 39 W10 x 45 W10 x 49 W10 x 33 W10 x 39 W10 x 45 W10 x 49 W8 x 24
5G�S EqF�.• ':�
F1' "x10 "XV -0' R1' /z'x10'xt' -0" P1' /z "x10'x1' -0. 1�1'/z x12'x1' -0" 1'/2'x10 "x1' -0' R1' /2'x100x1' -0' z "x10'x1' -0' t1' /i x12'xV -0' It1 "x8 "x0' -10" = � NO'
/2 - #870332: ,
E E E F E E E F G STATE OF
D-. 4 — 1 "4 D: '4 — 1 "0 D: 4 — 1 "0 D: 4 — 1 "0 D: 4 — 1 "0 D: 4 — 1 "4 D: 4 — 1'0 D: 4 — 1 "0 D: 2 — 1 "0 Certified By* ''s' aNA0
848' -6
848'-6" 84-8'-6m 848' -6 848'-2" 848'-2* 848 —2 848'-2* 848' -6
/ o
I
i
/ T;1z �o
1'/2" CLR.
(TYP-)
i l s/s" 8Y."
PIER DETAIL A
1/2" = 1' -0" S4
0
Ad
BASE PLATE DETAIL E
1 1/20 = 1' -0" S4 A
PIER SCHEDULE
COLUMN MARK
z
0
z
J
O
U
T /STEEL
EL. = 874 -3"
2nd FLOOR
EL. = 862 -4"
FIRST FLOOR
EL. = 849' -0"
P1
20" x 20"
COLUMN SIZE
14 AT 12"
BASE PLATE SIZE
BASE PLATE DETAIL
P2
ANCHOR BOLTS
4 — #7
B /BASE PLATE EL.
REMARKS
PIER DETAIL e
1/2" = 1' -0" S4
n
V
m1,/ "- 17 ".,1' -0"
BASE PLATE DETAIL F
1 1/2" = 1' -0" S4
COLUMN SCHEDULE
A -2, A -3, A -4, A -5, A -6, C -4, D -2.2 B -5, B -3, B -4 C -1,
A -7, B.2 .7, B -2, C -7, C -2, C -5, E -3 B -6, D.5 -1
D.5 -2, F -2, E -2, E -4 D -4 C -6 C -3,
F -2.9, F -4 D -3 T F
-+ AdkENI&
CONSULTING ENGINEERS
Ter Horst, Lamson & Fisk, Inc.
2629 Waterfront Parkway
East Drive Suite 100
Indianapolis, IN 46214
t t t o 0 0 0.• Phone: 317 -328 -1500 alo Fax: 317- 328 -9383
co
JL
W10 x 33 W10 x 39 W10 x 45 W10 x 49 W10 x 33 W10 x 39 W10 x 45 W10 x 49 W8 x 24
5G�S EqF�.• ':�
F1' "x10 "XV -0' R1' /z'x10'xt' -0" P1' /z "x10'x1' -0. 1�1'/z x12'x1' -0" 1'/2'x10 "x1' -0' R1' /2'x100x1' -0' z "x10'x1' -0' t1' /i x12'xV -0' It1 "x8 "x0' -10" = � NO'
/2 - #870332: ,
E E E F E E E F G STATE OF
D-. 4 — 1 "4 D: '4 — 1 "0 D: 4 — 1 "0 D: 4 — 1 "0 D: 4 — 1 "0 D: 4 — 1 "4 D: 4 — 1'0 D: 4 — 1 "0 D: 2 — 1 "0 Certified By* ''s' aNA0
848' -6
848'-6" 84-8'-6m 848' -6 848'-2" 848'-2* 848 —2 848'-2* 848' -6
/ o
I
i
/ T;1z �o
1'/2" CLR.
(TYP-)
i l s/s" 8Y."
PIER DETAIL A
1/2" = 1' -0" S4
0
Ad
BASE PLATE DETAIL E
1 1/20 = 1' -0" S4 A
PIER SCHEDULE
MARK
SIZE
VERTICAL
REINFORCEMENT
TIES
DETAIL
REMARKS
P1
20" x 20"
4 — #7
14 AT 12"
A
P2
18' x 24'
4 — #7
#4 AT 12"
B
F3
P3
18" x 20"
4— #7
#4 AT 12
C
5' -6" x 5' -6" x 1' -2"
P4
12" x 12"
4— #7
#4 AT 12"
H
#5 ® 11" E.W.
NOTES:
1. SEE TYPICAL PIER & FOOTING DETAIL, AND GENERAL NOTES ON DRAWING S6.
FOOTING SCHEDULE
MARK
SIZE
REINFORCING
STEEL
REMARKS
BOTTOM
TOP
F1
4' -0" x 4' -0" x 1' -0"
#5 ® 12" E.W.
—
F2
4' -6" x 4' -6" x 1' -0"
#5 ® 12" E.W.
—
F3
5' -0" x 5' -0" x 1' -0"
#5 0 12" E.W.
—
F4
5' -6" x 5' -6" x 1' -2"
#5 ® 12" E.W.
—
F5
6' -0' x 6' -0" x 1' -2"
#5 ® 11" E.W.
—
F6
6' -6' x 6' -6" x 1' -4"
#5 ® 10" E.W.
—
F7
7' -0" x 7' -0" x 1' -6"
#6 ® 15" E.W.
—
F8
8' -0" x 8' -0" x 1' -8"
#7 ® 18' E.W.
—
aW
F9
8' -0" x 5' -0" x 1' -0"
#5 ® 12' E.W.
F10
9' -0" x 7' -0" x 1' -6"
#6 ® 15" E.W.
—
F11
L
2' -0" x 2' -0" x 1' -0"
#5 ® 12" E.W.
—
NOTES: -v
1. ALL COLUMNS HAVE BEEN DESIGNED FOR A MAXIMUM NET ALLOWABLE SOIL BEARING
PRESSURE OF 3000 psf. AN APPROVED TESTING LABORATORY SHALL VERIFY THAT
THE SOIL BEARING CAPACITY IS ACCEPTABLE AT EACH COLUMN FOOTING.
2. SEE TYPICAL PIER do FOOTING DETAIL AND GENERAL NOTES ON DRAWING S6.
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V--4
Title
SCHEDULES,
SECTIONS &
DETAILS
Sheet No.:
.4,
4-4
D1\92QS2 \4 `_ 02/1749