HomeMy WebLinkAboutS-2SEE FLOOR PLAN FOR
SLAB INFORMATION
6 TREADS AT 11" -- 5' -6"
„n
r`
#4 =
NOSING BARS
a
Ln L
uiil 890' -0" +
Lo j
4
A
o:
o p
893 -6"
A"
s,
#4 @ 12"
Ltt4 @ 12° °
O
#4 @ 18"
41 D
@ 1 2" 886 '1
' - 8
O,
o ° °
> o
SEE FOOTING ° #4 AT 9"
SCHEDULE CONTINUOU`•
SECTION 1
NOT ro SI-ALE S -2
SEE SLAB CHAMFER 1" 893' -6'I
SCHEDULE
1' 6"
#4 @ 18°
8 SEE SLAB
SCHEDULE
tt4 @ 12" I�o
t
SEE FOOTING 886' 8"
SCHEDULE
o
6 1 1 C)
SECTION 2
NO T,; S�qt �-
SIMILAR
o �
t
z
~0 CENTER INr ------------- I- - - -- 00 -0,
3 0 P I E R S y —_ _ -_ -- -_— - - —
z I ` -4
2: ,�
U
- J
w ( -- --t
�- � - -- -- - - - - - - - - - - - = - - - - - - -
1 �
N5 101 011
o� 8'' X 24" PIER 18" X 24" PIER
P4 E3' -4" 7 j P2 [3' -4"j 1
j w PLAN
-n 1 NOTE 7 o
I
i
cv l I
I i I
I
l g
I 1
I I
TYPiCA, BETWEEN
GRID i i NES A AND E
3 ' - 0 3/e
1
jIE3'
1 I�
1
�c.
i
II
�I
I i '
r�
N
� I 1
Ii
1
1
' I
I
18" X 124" P1 ER
I Pi 4" J-:�
131 -0"
7' -3" 893' -611
SEE SLAB PIT LENGTH
SCHEDULE 1 _61 SEE CONCRETE
CHAMFER 1" SLAB SCHEDULE
CHAMFER 1"
891' -10"
I_ 11 SEE CONCRETE
CHAMFER 1" 1 6 SCHEDULE 4
4 181'
890' -011 �0 1' -0" # @
134 a 12" #4 @ 16" #4 @ 12"
#4 @ 12"
11_01, 5' -11" 1' -Ol
SEE FOOTING
SCHEDULE 6 6 #4 @ 12" SEE FOOTING
SCHEDULE
a - - # 4 @ 9 11
a
° o CONTINUOUS
d.
'f
21 —011
SECTION 3 SECTION 4
No" T,. SCALE S-2
N T To SCALE S- 2
It
SIMILAR
PLAN NOTES
1. SEE SHEET "S -1 " FOR CONCRETE SLAB SCHEDULE, CONCRETE
PIER SCHEDULE, CONCRETE PAD SCHEDULE, FOOTING SCHEDULE,
GENERAL FOUNDATION NOTES AND TYPICAL DETAILS.
2. O DENOTES CONCRETE SLAB.
SEE SLAB SCHEDULE.
3. 8901-0' DENOTES ELEVATION TOP OF
CONCRETE FLOOR SLAB.
4. E3' -4" 7 AFTER PAD MARK DENOTES TOP OF
PAD BELOW NOMINAL FIRST FLOOR
ELEVATION OF 0' -0" = 890'-0"
5. VERIFY PIT DIMENSION WITH APPROVED DOCK LEVELER.
6. TOP OF ALL CONCRETE PIERS SHALL BE AT ELEVATION B92' -8 ",
EXCEPT AT COLUMN NUMBERS C -4, C -4. 3, C -4. 7, C -5, D -4,
D -4.3, D -4.7, D -5, E -4, E -4. 3, E -4.7 AND E -5 WHERE
IT SHALL BE AT ELEVATION 889' -2 ".
7. WELD UPPER HORIZONTAL WALL REINFORCING
TO ADJOINING PIER ANCHOR BOLTS.
8. VERIFY PIER SIZE AND LOCATIONS WITH THE METAL
BUILDING CONTRACTOR.
9. SEE SHEET A -2 FOR CONCRETE FL00R SLAB AND METAL
CENTERING AT MEZZANINE.
10. REMOVE EXISTING 3 -' -0" DEEP FILL MATERIAL IN THIS AREA
AND REPLACE WITH ENGINEERED FILL.
11. REMOVE EXISTING POCKET OF SOFT SOIL AT A DEPTH OF 3' -0"
TO 5' -0" AND REPLACE WITH ENGINEERED FILL.
CENTER LINE
OF PIERS
TYPICAL BETWEEN
GRID LINES A AND B
"8 1
3 8„
890 -0"
�Iw 18" X 18" PI�R-
, � o
t � _
(\J,
01
4
I�
w of
w
A -2 1
I
FE4
CENTER LINE
OF PIERS
TYPICAL BETWEEN
GRID LINES A AND B
"8 1
3 8„
890 -0"
�Iw 18" X 18" PI�R-
, � o
t � _
(\J,
V
J
;0m
O
a
Z
Q
D
ILZ
a
Z
Q
c)
Z
w
J
W
N�L
a
U
X
W
J
CL
0
U
I..L.
w
0
a
N0
w
Ld
LLJa
•
I—
w I-
L J
z V
a a
C) LL
w w
N
D
F- 0
cr-
z
z w
a
E -- _� — - - FE5 FE3 v
w v
89 0 8.. w - P'. 890' -0" ��
18 X 2 ER
cr- FE2 I �I DOWEL / j 8.. 4 5 _6 4', i wll ° w�
J _ q - CENTER LINE Lu �
j CENTER LINE
Ia - �OF PIERS o —
N z
� �' -'"+ - S 2 j OF PIERS
893' -6" �-- j j 4 ( i 1 41 �o
— - -- - - -- - - - - -- � — ,
(so � 4 -= I I 893'_611 j 3 �wjI I FE2 w i I FE2 L i o -o i I A 6 j :3:
B I w S -2 \ 2! I 2 j r-
v A -6 °° jw 890' -0" cvl w w I i I z
I�z .------- r - - - -- - -- — — ------ - - - -L— FE2 - -- I w I� S -2 I I Ii B S -2 - 3 7 wo
�o - - - - -- - - - - -- -- `fl TYPICAL BETWEEN
-J ------ - - - - -r - - - - - -- -- ______ I Ij -- _� S -2 8A
_ �-
� - TYPICAL BETWEEN 8A j
w� _ J __ 1____J GRID LINES 1 AND 4 S -1 I A-5 w�
> m
> m GRID LINES 1 AND 4 S -1
1'_0lI I39' -O" 1' 1011 19' -11" 6' -2" 7' -11u 1 2' -On j 21' -8" 1 ! 24 -10" I 5' -10" 9' -611 21' -10°
PLAN NOTE 5 1' -0" 1' -8"
L I �� I _ 11 „ - r��O LL
q Z:
2 0 2 0 - 0 25'- - -- ---- - - - - - - —}t--
41 2 5 ' p " 251-011 2 p ' _C11 - 0 " - - - - -- - - - -2 0 011 -- - - - - -- - - _ 0 I
25 0
891 1 To
D-4 1 8 _ 2.2 2.5 q 2.8 3.2 3.6 ��'' ,,,...,»•,,•,�
rrr+iln++
c:> U-) � LLJ
Lu 00 U7
' F 0 U N D A T I 0 N A N D F I R S T F L 0 0 R P L A N °00
CL 10�
U N I T E Z
I
SCALE: 1/8" = 1 '-Oil
I
N0.
6/14/85 ISSUED FOR BID PACKAGE DWB
REV. DATE ISSUE /REVISION RECORD APPROVED OF
S -2
2
T>;(,r
EL
ca
U
w
v
Ld
W
W
w
~
Z
•
Lu
U
2
�
•�
Z
U
Z
Q
cr-
LLJ
Z
Q
V
J
;0m
O
a
Z
Q
D
ILZ
a
Z
Q
c)
Z
w
J
W
N�L
a
U
X
W
J
CL
0
U
I..L.
w
0
a
N0
w
Ld
LLJa
•
I—
w I-
L J
z V
a a
C) LL
w w
N
D
F- 0
cr-
z
z w
a
E -- _� — - - FE5 FE3 v
w v
89 0 8.. w - P'. 890' -0" ��
18 X 2 ER
cr- FE2 I �I DOWEL / j 8.. 4 5 _6 4', i wll ° w�
J _ q - CENTER LINE Lu �
j CENTER LINE
Ia - �OF PIERS o —
N z
� �' -'"+ - S 2 j OF PIERS
893' -6" �-- j j 4 ( i 1 41 �o
— - -- - - -- - - - - -- � — ,
(so � 4 -= I I 893'_611 j 3 �wjI I FE2 w i I FE2 L i o -o i I A 6 j :3:
B I w S -2 \ 2! I 2 j r-
v A -6 °° jw 890' -0" cvl w w I i I z
I�z .------- r - - - -- - -- — — ------ - - - -L— FE2 - -- I w I� S -2 I I Ii B S -2 - 3 7 wo
�o - - - - -- - - - - -- -- `fl TYPICAL BETWEEN
-J ------ - - - - -r - - - - - -- -- ______ I Ij -- _� S -2 8A
_ �-
� - TYPICAL BETWEEN 8A j
w� _ J __ 1____J GRID LINES 1 AND 4 S -1 I A-5 w�
> m
> m GRID LINES 1 AND 4 S -1
1'_0lI I39' -O" 1' 1011 19' -11" 6' -2" 7' -11u 1 2' -On j 21' -8" 1 ! 24 -10" I 5' -10" 9' -611 21' -10°
PLAN NOTE 5 1' -0" 1' -8"
L I �� I _ 11 „ - r��O LL
q Z:
2 0 2 0 - 0 25'- - -- ---- - - - - - - —}t--
41 2 5 ' p " 251-011 2 p ' _C11 - 0 " - - - - -- - - - -2 0 011 -- - - - - -- - - _ 0 I
25 0
891 1 To
D-4 1 8 _ 2.2 2.5 q 2.8 3.2 3.6 ��'' ,,,...,»•,,•,�
rrr+iln++
c:> U-) � LLJ
Lu 00 U7
' F 0 U N D A T I 0 N A N D F I R S T F L 0 0 R P L A N °00
CL 10�
U N I T E Z
I
SCALE: 1/8" = 1 '-Oil
I
N0.
6/14/85 ISSUED FOR BID PACKAGE DWB
REV. DATE ISSUE /REVISION RECORD APPROVED OF
S -2
2