HomeMy WebLinkAbout2453-59FOOTING SCHEDULE
I I I
REINFORCING
6" H IG
MARK
SIZE
I
L CURB J
REMARKS
BOTTOM
TOP
16» HIGH
(B x W x t)
EA. WAY
EA. WAY
U.N.O.
U.N.O.
1
1' -6'x1' -6"x12"
2-#4
-
SEE 8
1.4
2
2'-O"x2'-0"x12"
3-#4
-
SEE8
1.4
3
2'-O"WIDEx24THK
2-#5
LONGIT'L.
4
3'-O"WIDEx30"THK
3-#5,
L.
-
SEE 7
4.4
LONGIT
5
3'-0"WIDEx30"THK
3-#5,
-
SIM. r7_NIIIIIIIII�
4.4
LONGIT L.
6
SEE PLAN
-
-
SEE 2
4.4
7
SEE PLAN
-
-
SEE 1
4.4
g
-
-
-
-
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
-
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FURRING STUD o 1 1 I....... a....... 2 .............................................................................................................. ... l
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TYP.AT PERIMETER I '!, ;...
U. N. 0.101. p'�•
1 I I I I I I,Zp 3 �.�. 3 �+ 3 I I� 2
4 Fl
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2 �o �. I I �O / 1-2" WIDE FTG.
S 1. + `L / 2 2 O O O •� S I THICKENED SLAB
,� J TYP. AT PERIMETER
I 4 CONC. SLAB ON - - - �___ - __Ono -_------------------ -------- 4B
`tib I GRADE TYP. U. - � � � -'-----`---- --- -- ---------------- �---� SEE TYP.,SIM
p f y 1 SEE U.N.O. �-2
SEE NOTE NO. 3 L -1-J L �-
,. � I 1 8" WIDE FTG. �oP 4 I I I 1
�q I I� II
I TYP. AT INTERIOR SIM. I I _ 4.3
U.N.O. I I I •
-- 1 1.--- - L -�
�----------� ;� Q I F1 I I I so �,
I I I I O
THICKENED I ITHICKENED SLAB
tui -� r4,B / 1 F1 SLAB j- +1TYP I
SEE
f I \ ,� 10 1.2 I I 1
s S� PI PoST
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/ QST .�R QST 2 2 L _ _ J 2 2
'�►� F1 ,. N.O. i �O i O� 1
F1
" r 1 T
/ $ / wt-
J�
F O r 2 6
F1 F14 �
ROTUNDA PERIMETER COLUMN
/ I0j. 10- FOR SIZES SEE DEVELOPED
FRAME ELEVATION A
` 1 6111 'b\e C361b I I lb
4.
2 51
. _ 2 J IR • �' 4.4
(C.J.) ��
D 4 CONC. SLAB ON L _ I
2 1 r87-70- $T-, I
GRADE TYP. U.N.O. 2 I 17
I 5 SEE NOTE NO. 3
6
Y %.
,-- l J
4.4 .I I ... .
4 1 -2" WIDE FTG., TYP. 4 I' 7
0 MULTI-PURPOSE 2 TYP 7
ROOM AREA, U.N.O. S1.4 CONTROL JOINT (C.J.)
11 7
4.4 2 I 1 '-6 TYP. 0 2
I I MULTI-PURPOSE I I •
ROOM AREAPHASE II - I I PHASE I1% N.
4 I 6" CONC. STEM WALL 4 I
� TYP. 0 MULTI-PURPOSE 7
I I I ROOM AREA I I
7 7
I � (C.J.) � I 4.4
2 I 12
I WALL, TYP. I I •
I FURRING STUD V.4 I; �.4
4 . I WALL, TYP,
4
1'-4"WIDE FTG. '
I 1 (C.J.) I� I 7
1'-6" W E FTG. 2
8"CMU LL--, 2
-- __ 2 1 �O4 X04 2 2
I I CONC. STAIR2 I C b� L i
I I ON GRADE (� Q (t
1 1 9 2 1
» .� SEE 1.4 I I I I I I I
CONC. SLAB ; »4-190
I I I I 1 -2"WIDE FTG
4. I
8
ON GRADE � I 1 1-6 I I I I I I � I
I ' I WIDE FTG. I I I I I I a" CMU I S4.3
8" CONC. ST NI WALL I I I STEM WALL
----
---- -.� L.---1 L ---J L--------� ----- -�
N 8"CMU WALL -f 9 5111
1.1T CMU WALL OVER _i
1'-6" WIDE FTG. _/ \
S4.4 12" CMU STEM WALL ZN _
0
7
4.4
STUD
WALL
�.
TCMU WALL OVER
1 1
lfCMU STEM WALL
CONC. STAIR
ON GRADE
SEE �.4
Al 0
Lni.D 11.V r_%J
TYPICAL FOUNDATION NOTES:
1. FOR GENERAL NOTES SEE S-1.0
FOR TYPICAL DETAILS SEE 5-4.1 THRU 5-4
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
NP. U.N.O. 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 8E PER
BOTTOM OF PAD FOOTINGS SHALL BE 1'-6'
MINIMUM BELOW LOWEST ADJACENT SLAB OR
FINISHED GRADE.
S. OF SPREAD FOOTING SHALL BE SAME AS q OF WALL OR
� OF COLUMN, TYP. U.N.O.
6. INDICATES SIMPSON HOEDOWN ANCHORS.
END POST SEE KIi
1.
7. INDICATES '/2* PLYWOOD SHEAR WALL W/
8d O 6' B.N.
� 8d t 5' E. N.
PLYWD PANEL gd 0 12" F.N., TYP. U.N.O.
SHEAR WALL ANCHORS 3�4"02" LNG. A. BOLT 0 32"O.C.
8. INDICATES �a» PLYWOOD SHEAR WALL
10d 0 6r B.N.
2 10d O 6' E.N.
- PLYWD PANEL 10d 0 120 F.N., TYP. U.N.O.
SHEAR WALL ANCHORS 3/47002" WG. A. BOLT 0 24"O.C.
9. O4 INDICATES PAD FOOTING, SEE SCHEDULE
THIS SHEEP.
10. PHASE I do PHASE II -INDICATES CONSTRUCTION PHASING
OF PROJECT, SEE ARCHITECTURAL DRAWINGS.
FOUNDA11ON PLAN
SCALE ve'.,•-o'
DING. N0. 2453
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.4
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SHEET 59 of. 80
CL
m
O
Lmm
by I Prh,t Data
by
ku"Aw
S-2.1
I I I
I
6" H IG
I I I
I I
,,�
I 4 CONC. SLAB ON I
I GRADE TYP. U.N.O.
I�
I
L CURB J
E NTENO.3
S E 0
16» HIGH
�- I
�.--------------
LL:C--u139 J
4 Fl
I '
2 �o �. I I �O / 1-2" WIDE FTG.
S 1. + `L / 2 2 O O O •� S I THICKENED SLAB
,� J TYP. AT PERIMETER
I 4 CONC. SLAB ON - - - �___ - __Ono -_------------------ -------- 4B
`tib I GRADE TYP. U. - � � � -'-----`---- --- -- ---------------- �---� SEE TYP.,SIM
p f y 1 SEE U.N.O. �-2
SEE NOTE NO. 3 L -1-J L �-
,. � I 1 8" WIDE FTG. �oP 4 I I I 1
�q I I� II
I TYP. AT INTERIOR SIM. I I _ 4.3
U.N.O. I I I •
-- 1 1.--- - L -�
�----------� ;� Q I F1 I I I so �,
I I I I O
THICKENED I ITHICKENED SLAB
tui -� r4,B / 1 F1 SLAB j- +1TYP I
SEE
f I \ ,� 10 1.2 I I 1
s S� PI PoST
I I
TOu-Pp _ , r O`l� I I I P
- LEVE - -I J -I tZ� I I I I I I 01,
...-- _ r�•.►F12 ej
/ QST .�R QST 2 2 L _ _ J 2 2
'�►� F1 ,. N.O. i �O i O� 1
F1
" r 1 T
/ $ / wt-
J�
F O r 2 6
F1 F14 �
ROTUNDA PERIMETER COLUMN
/ I0j. 10- FOR SIZES SEE DEVELOPED
FRAME ELEVATION A
` 1 6111 'b\e C361b I I lb
4.
2 51
. _ 2 J IR • �' 4.4
(C.J.) ��
D 4 CONC. SLAB ON L _ I
2 1 r87-70- $T-, I
GRADE TYP. U.N.O. 2 I 17
I 5 SEE NOTE NO. 3
6
Y %.
,-- l J
4.4 .I I ... .
4 1 -2" WIDE FTG., TYP. 4 I' 7
0 MULTI-PURPOSE 2 TYP 7
ROOM AREA, U.N.O. S1.4 CONTROL JOINT (C.J.)
11 7
4.4 2 I 1 '-6 TYP. 0 2
I I MULTI-PURPOSE I I •
ROOM AREAPHASE II - I I PHASE I1% N.
4 I 6" CONC. STEM WALL 4 I
� TYP. 0 MULTI-PURPOSE 7
I I I ROOM AREA I I
7 7
I � (C.J.) � I 4.4
2 I 12
I WALL, TYP. I I •
I FURRING STUD V.4 I; �.4
4 . I WALL, TYP,
4
1'-4"WIDE FTG. '
I 1 (C.J.) I� I 7
1'-6" W E FTG. 2
8"CMU LL--, 2
-- __ 2 1 �O4 X04 2 2
I I CONC. STAIR2 I C b� L i
I I ON GRADE (� Q (t
1 1 9 2 1
» .� SEE 1.4 I I I I I I I
CONC. SLAB ; »4-190
I I I I 1 -2"WIDE FTG
4. I
8
ON GRADE � I 1 1-6 I I I I I I � I
I ' I WIDE FTG. I I I I I I a" CMU I S4.3
8" CONC. ST NI WALL I I I STEM WALL
----
---- -.� L.---1 L ---J L--------� ----- -�
N 8"CMU WALL -f 9 5111
1.1T CMU WALL OVER _i
1'-6" WIDE FTG. _/ \
S4.4 12" CMU STEM WALL ZN _
0
7
4.4
STUD
WALL
�.
TCMU WALL OVER
1 1
lfCMU STEM WALL
CONC. STAIR
ON GRADE
SEE �.4
Al 0
Lni.D 11.V r_%J
TYPICAL FOUNDATION NOTES:
1. FOR GENERAL NOTES SEE S-1.0
FOR TYPICAL DETAILS SEE 5-4.1 THRU 5-4
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
NP. U.N.O. 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 8E PER
BOTTOM OF PAD FOOTINGS SHALL BE 1'-6'
MINIMUM BELOW LOWEST ADJACENT SLAB OR
FINISHED GRADE.
S. OF SPREAD FOOTING SHALL BE SAME AS q OF WALL OR
� OF COLUMN, TYP. U.N.O.
6. INDICATES SIMPSON HOEDOWN ANCHORS.
END POST SEE KIi
1.
7. INDICATES '/2* PLYWOOD SHEAR WALL W/
8d O 6' B.N.
� 8d t 5' E. N.
PLYWD PANEL gd 0 12" F.N., TYP. U.N.O.
SHEAR WALL ANCHORS 3�4"02" LNG. A. BOLT 0 32"O.C.
8. INDICATES �a» PLYWOOD SHEAR WALL
10d 0 6r B.N.
2 10d O 6' E.N.
- PLYWD PANEL 10d 0 120 F.N., TYP. U.N.O.
SHEAR WALL ANCHORS 3/47002" WG. A. BOLT 0 24"O.C.
9. O4 INDICATES PAD FOOTING, SEE SCHEDULE
THIS SHEEP.
10. PHASE I do PHASE II -INDICATES CONSTRUCTION PHASING
OF PROJECT, SEE ARCHITECTURAL DRAWINGS.
FOUNDA11ON PLAN
SCALE ve'.,•-o'
DING. N0. 2453
��)
.4
vi 1
.0
We
E)NdnH'
_<cU1�C
'•*
.vp•Sb
F r1l
U3c
3icn�a u.
SHEET 59 of. 80
CL
m
O
Lmm
by I Prh,t Data
by
ku"Aw
S-2.1