HomeMy WebLinkAbout2495-51FOOTING SCHEDULE
REINFORCING
I I
I I
MARK
SIZE
fi
REMARKS
BOTTOM
TOP
(B x W x t)
EA. WAY
EA, WAY
U.N.O.
U.N.O.
1
1' -6"x1' -6"x12"
2-#4
-
SEE $
1.4
(2'-
2
0 x2'- 0 x12
3 - 4
SE
E
1.4
3
2'-0"WIDEx24"THK
2-#5
-
--
LONGIT'L.
4
3'-Q"WIDEx30"THK
3-#5,
LONGIT L.
--SEE
r7_N�
4.4
5
3'-O"WIDEx30"THK
3-#5,
LONGIT
-
SIM. 7
L.
4.4
6
SEE PLAN
-
-
SEE2
4.4
7
SEE PLAN
-
-
SEE 1
4.4
10
3' -0"x3' --0"x12"
4-#4
-
11
4' -0"x4' -0"x12"
5-#4
--
12
4'-0" x4'- 0" x24"
5--#4
5-#4
13
4'-0" x4'-0" x36"
5-#4
5-#4
14
4'--0"x4'-0" x48"
5-#4
5-#4
15
5' -0"x5' -0"x12"
7-#4
-
r
An
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w ..............................................................................................................................................I.,.........................
.......... .... .... ........... `i'IN.G..'I k t��"CBAL : ' aU fi:............................................ I ...................... .
'........................•..'..'...'..'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..................
: ..:::::::::............................................................................................................................................'a
........................... ..............................
FURRING STUD O 1 1 O I'....... C. 2
qQ :Q...............................'.....'.'...'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'......'.'............'......'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ..
WALL, TYP. 1 0� S4.3 �1Q' S4.3 1 I........' :.:.:.:.:.:.:.:..-4-4l'-'-'""-'-'-'-'-.........::..P
�` O ��'.'.... ' O .. '.'..'.......'.'.'.'.......... .................. .... .... ........ .... .............. ... .... ....................... l
`'......................'.....'.'.'.'.'.'.'.'.'.'.' .............................. .................
...........'.'.'.'..'.'....'......'.'.'.'..'..'...'....'..'.'.'.'.'.'.'..'.'.. 1
------- - -------�_-----�------�--- - ------......................................
7
1 STRUCTURAL -� I 1 1 .,� I ..� i t THICKENED 11 i::::::::::::::::::::::::::::.:.'.:.:.'.;.'.'.:.:.'.'.'.:.:.:.:.'..:.'.'.'.:.:.:.:.:.:.:..'.'.:.:.'..'.:.:..'.:.'.:.:.:.;.:.:.:...:.:.'.'.:.:.'.'.:.'.'.:.'.'.'.::'
WALL TYP OPERABLE I I `� r -- -- -1 �' OPERABLE i i i SLAB i i j:' _
�P WALL 1 1 i t i t THICKENED WALL I 1
�- " --J 14 G�.-*
1 6 WIDE FTG. SLAB 1 I I'.TYP. AT PERIMETER i t I I i �4.3 �1 1 I I I :::::
QO QO �1Q':::':�:�:::::':':
1
U. N. O. I vO �P �o �a O O I' . ..............
I I I I� �O 3 �- . 3 ; �- 3 1 I� 2 11 �` 1 1' .....:.:.............:.
-- --�.. -- _Q -- - -� -ti..J I I I' .'............. .
� `1P � / / 2 1 p`� O� 1 O� O� . 1 O O 1 �S O O 1 ' -2 WIDE FTG.
I I t �p I L. .r. 2 ,Z, ,Z, ,� ,�, - y ( THICKENED SLAB
I _ TYP. AT PERIMETER 46
4"CONC. SLAB ON
p`tiP I GRADE TYP. U.N.O. �--- -� •� �'- T _ ...,.______-_ __.._, __ _.._. __.�_...._...,._..,._____ ___ SEE 1.2 TYP.,SIM
i 1 SEE 4A U.N.O.
I SEE NOTE NO. 3 �----'--- I 1'--6" WIDE FTG. r4 I I I 1 2
I\ 1 I TYP, AT INTERIOR SIM.
F15 �P .\� ► �- I 1 U.N.Q. -- S' I 1 1 C"�-'L...._ I I I
L -- - --- -- --- -- -- J \ Q I
11 THICKENED THICKENED SLAB I 1 i
y I F 11 LJ SLAB r .`' ..� r4B' I
\ u \ 10 SEE 1.2 TYP. I I 1
g TO -I P- _I I -I i�p�' II LI i I 1 P
~' LEVE - I J L_ J J
'- ______ I I L._j L__-__� ( Opti
oom 1 \ 2
F 12 4' 'ST POST � 2 L_ - -. --1 2 2
\ell
6,,6'
2 8 -0
1 ' 1 5
K 6 J
' 1 f
S4 4 I�
Fl
/ F1 �'` r' i / I 6 6
F 0 ;
I ry 2 6
\ I
F ,,, f. S 4.4
� 13 I ; F 14 tt4
do I ROTUNDA PERIMETER COLUMNS. TYPICAL FOUNDATION NOTES:
FOR SIZES SEE DEVELOPED
I � FRAME ELEVATION
���K'�AA-
1. FOR GENERAL NOTES SEE S-1.0
-K. S4. FOR TYPICAL DETAILS SEE S-4.1 THRU S-4
54.4
4 CONC. SLAB ON t-8
GRADE TYP, U.N.O. '-0 11 2 I 1 7
`-' SEE NOTE NO. 3 p� 1
�- 7 _� L
4 1'-2" WIDE FTG., TYP.
0 MULTI-PURPOSE
ROOM AREA, U.N.O.
S4.4 2 1I 1'-6 TYP. @
I I MULTI --PURPOSE
I -�� ROOM AREA
I
4 /, 1 8" CONC. STEM WALL
I� TYP. @ MULTI --PURPOSE
I I
ROOM AREA
I'
I
2 I ,
I WALL, TYP.
LI I I �
(C.j.)
i I 2 S4.4
I I
6
I
II �- FURRING STUD 51.4 II S4.4
4 I I WALL, TYP. 4 I
I
(C.j.) I i
1'-4"WIDE FTG.(C.J.)I I
i 1
1'-6" W E FTG.
2 �,_� I 1 1 1 2
8" CMU yLL _ 2 I Q� QO 2 2 I L__ ...J i I
II CONC. STAIR C -�
I2
ION GRADE I
IIK�'99_j 1 I I 2 1 1
�� .� SEE S 1.4 , � I -1I I,_,�4 CONC. SLAB I I I I 1 2 WIDE FTG:
ON GRADE i M ,_ g" I I
11 1 WIDE FTG. I I I I I I CMU 1 54.3
8 CONC. ST 11 WALL I I STEM WALL 1
8" CMU WALL 9 5 8" CMU WALL OVER i'
S 1.1 S4.4 12" CMU STEM WALL cv
l'-6" WIDE FTG.
7
7
7
7
e
7
N
LINE OF FURRI G STUD '"`
& 12" CMU STE WALL
7 $ BELOW 6
54.3 154.3 S4.3
I
8" CMU WALL OVER
12" CMU STEM WALL
CONC. STAIR
ON GRADE
9
SEE S1.4
LAA I IIVV 1-VQLS
2. FOR FINISHED FLOOR ELEVATION, SLOPES, DRAINS AND
DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS.
3. SLAB ON GRADE CONSTRUCTION: 4".THK. CONCRETE WITH
6x6-W1.4xW1.4 WELDED WIRE FABRIC CENTERED IN SLAB
TYP. U.N.Q. SLABS WITH A FLOOR COVERING ---SEE ARCH.
FOR LOCATIONS, SHOULD BE PROTECTED BY A 10 MIL
POLYETHYLENE PLASTIC VAPOR BARRIER. THE BARRIER
SHALL BE COVERED WITH 1"THK. LAYER OF SAND.
4. BOTTOM OF WALL FOOTINGS SHALL BE PER
BOTTOM OF PAD FOOTINGS SHALL BE 1'-6"
MINIMUM BELOW LOWEST ADJACENT SLAB OR
FINISHED GRADE.
5. OF SPREAD FOOTING SHALL BE SAME AS (� OF WALL OR
OF COLUMN, TYP. U.N.O.
6. INDICATES SIMPSON HOLDOWN ANCHORS.
END POST SEE 2
S1.3
7. r� INDICATES 2" PLYWOOD SHEAR WALL W/
1 8d 0 6" B. N.
PLYWD PANEL $d C� 6" E.N.
8d 0 12" F.N., TYP. U.N.O.
SHEAR WALL ANCHORS 35/4 O x 12 LNG. A. BOLT @ 32 O.C.
8. INDICATES /8" PLYWOOD SHEAR WALL
1 Od @ 6" B. N .
2 10d @6" E.N.
PLYWD PANEL 10d 0 12" F.N., TYP. U.N.O.
SHEAR WALL ANCHORS 3/4"O x 12" LNG. A. BOLT @ 24" O.C.
9. 4 INDICATES PAD FOOTING, SEE SCHEDULE
THIS SHEET.
10. PHASE I & PHASE II -- INDICATES CONSTRUCTION PHASING
OF PROJECT, SEE ARCHITECTURAL DRAWINGS.
FOUNDATION PLAN
SCALE 1/a$1=1'-0"
z
3
a
C
0 o
0
w
o✓ �
\'
Drawn by Print Dates
10/23/98
Checked by
Date
Job Number
Sheet
S-2.1
DWG. N0. 2495, SHEET 51 of 69 '
AS BUILT 10/19/98
Jr_._........,
.11
I I
I I
r ..... _... _ ......._ _ ..._ .... _ _._ _.. _ ..._ _ _.... ,
I »
4 CONC. SLAB ON I
I GRADE TYP. U.N.Q.
SEE NOTE NO. 3 I
-- _..
6" H IG
I CURB L_ J
._
fi
_
r _
1 6:, HIGH
LC f3B.J
� `1P � / / 2 1 p`� O� 1 O� O� . 1 O O 1 �S O O 1 ' -2 WIDE FTG.
I I t �p I L. .r. 2 ,Z, ,Z, ,� ,�, - y ( THICKENED SLAB
I _ TYP. AT PERIMETER 46
4"CONC. SLAB ON
p`tiP I GRADE TYP. U.N.O. �--- -� •� �'- T _ ...,.______-_ __.._, __ _.._. __.�_...._...,._..,._____ ___ SEE 1.2 TYP.,SIM
i 1 SEE 4A U.N.O.
I SEE NOTE NO. 3 �----'--- I 1'--6" WIDE FTG. r4 I I I 1 2
I\ 1 I TYP, AT INTERIOR SIM.
F15 �P .\� ► �- I 1 U.N.Q. -- S' I 1 1 C"�-'L...._ I I I
L -- - --- -- --- -- -- J \ Q I
11 THICKENED THICKENED SLAB I 1 i
y I F 11 LJ SLAB r .`' ..� r4B' I
\ u \ 10 SEE 1.2 TYP. I I 1
g TO -I P- _I I -I i�p�' II LI i I 1 P
~' LEVE - I J L_ J J
'- ______ I I L._j L__-__� ( Opti
oom 1 \ 2
F 12 4' 'ST POST � 2 L_ - -. --1 2 2
\ell
6,,6'
2 8 -0
1 ' 1 5
K 6 J
' 1 f
S4 4 I�
Fl
/ F1 �'` r' i / I 6 6
F 0 ;
I ry 2 6
\ I
F ,,, f. S 4.4
� 13 I ; F 14 tt4
do I ROTUNDA PERIMETER COLUMNS. TYPICAL FOUNDATION NOTES:
FOR SIZES SEE DEVELOPED
I � FRAME ELEVATION
���K'�AA-
1. FOR GENERAL NOTES SEE S-1.0
-K. S4. FOR TYPICAL DETAILS SEE S-4.1 THRU S-4
54.4
4 CONC. SLAB ON t-8
GRADE TYP, U.N.O. '-0 11 2 I 1 7
`-' SEE NOTE NO. 3 p� 1
�- 7 _� L
4 1'-2" WIDE FTG., TYP.
0 MULTI-PURPOSE
ROOM AREA, U.N.O.
S4.4 2 1I 1'-6 TYP. @
I I MULTI --PURPOSE
I -�� ROOM AREA
I
4 /, 1 8" CONC. STEM WALL
I� TYP. @ MULTI --PURPOSE
I I
ROOM AREA
I'
I
2 I ,
I WALL, TYP.
LI I I �
(C.j.)
i I 2 S4.4
I I
6
I
II �- FURRING STUD 51.4 II S4.4
4 I I WALL, TYP. 4 I
I
(C.j.) I i
1'-4"WIDE FTG.(C.J.)I I
i 1
1'-6" W E FTG.
2 �,_� I 1 1 1 2
8" CMU yLL _ 2 I Q� QO 2 2 I L__ ...J i I
II CONC. STAIR C -�
I2
ION GRADE I
IIK�'99_j 1 I I 2 1 1
�� .� SEE S 1.4 , � I -1I I,_,�4 CONC. SLAB I I I I 1 2 WIDE FTG:
ON GRADE i M ,_ g" I I
11 1 WIDE FTG. I I I I I I CMU 1 54.3
8 CONC. ST 11 WALL I I STEM WALL 1
8" CMU WALL 9 5 8" CMU WALL OVER i'
S 1.1 S4.4 12" CMU STEM WALL cv
l'-6" WIDE FTG.
7
7
7
7
e
7
N
LINE OF FURRI G STUD '"`
& 12" CMU STE WALL
7 $ BELOW 6
54.3 154.3 S4.3
I
8" CMU WALL OVER
12" CMU STEM WALL
CONC. STAIR
ON GRADE
9
SEE S1.4
LAA I IIVV 1-VQLS
2. FOR FINISHED FLOOR ELEVATION, SLOPES, DRAINS AND
DIMENSIONS, REFER TO ARCHITECTURAL DRAWINGS.
3. SLAB ON GRADE CONSTRUCTION: 4".THK. CONCRETE WITH
6x6-W1.4xW1.4 WELDED WIRE FABRIC CENTERED IN SLAB
TYP. U.N.Q. SLABS WITH A FLOOR COVERING ---SEE ARCH.
FOR LOCATIONS, SHOULD BE PROTECTED BY A 10 MIL
POLYETHYLENE PLASTIC VAPOR BARRIER. THE BARRIER
SHALL BE COVERED WITH 1"THK. LAYER OF SAND.
4. BOTTOM OF WALL FOOTINGS SHALL BE PER
BOTTOM OF PAD FOOTINGS SHALL BE 1'-6"
MINIMUM BELOW LOWEST ADJACENT SLAB OR
FINISHED GRADE.
5. OF SPREAD FOOTING SHALL BE SAME AS (� OF WALL OR
OF COLUMN, TYP. U.N.O.
6. INDICATES SIMPSON HOLDOWN ANCHORS.
END POST SEE 2
S1.3
7. r� INDICATES 2" PLYWOOD SHEAR WALL W/
1 8d 0 6" B. N.
PLYWD PANEL $d C� 6" E.N.
8d 0 12" F.N., TYP. U.N.O.
SHEAR WALL ANCHORS 35/4 O x 12 LNG. A. BOLT @ 32 O.C.
8. INDICATES /8" PLYWOOD SHEAR WALL
1 Od @ 6" B. N .
2 10d @6" E.N.
PLYWD PANEL 10d 0 12" F.N., TYP. U.N.O.
SHEAR WALL ANCHORS 3/4"O x 12" LNG. A. BOLT @ 24" O.C.
9. 4 INDICATES PAD FOOTING, SEE SCHEDULE
THIS SHEET.
10. PHASE I & PHASE II -- INDICATES CONSTRUCTION PHASING
OF PROJECT, SEE ARCHITECTURAL DRAWINGS.
FOUNDATION PLAN
SCALE 1/a$1=1'-0"
z
3
a
C
0 o
0
w
o✓ �
\'
Drawn by Print Dates
10/23/98
Checked by
Date
Job Number
Sheet
S-2.1
DWG. N0. 2495, SHEET 51 of 69 '
AS BUILT 10/19/98