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AT FOUR
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4s' -1• /- 28' -0 1/2•
4'-4* L 17'-3' 4' -4'
2' -8'
RL 6' -5'
10' 10' 10 I0'
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L SEE NOTE 1 — I I I M I I SEE NOTE 2 II1I 23' -4' II'I / I 35• -4' ` ( IIII 8' S -2 21' -4' Uis. 43' -1 1/2'
47' -7 /
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1 1 N N I I 1 I I 4 I I 4' -5' 9' -3' 20' -1 3/4' I�
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F 10 -2 F 10 S-2 ( I "' i _ I ( F 10 S -2 _2 F 10 F83' -11 5/8' FS 4"0 EXTRA
r r F ` --------------- - - - - -� L —� �- -- —I - - - - - -- -------- - - - - -- — —s PIPE COL• I I
SEE E /S -2
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S-2
F4 "' s' -0' I 12' -10 1/4' �� I I
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I PIPE COL. ti
SEE E /S -2•
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THICKEN SLAB TO S "X A15
2' -0" SO. AT VOLLEYBALL N N IIIm SEE
ANCHORS. SEE G /A -19 NOTE 2 5 III I
`n
4" 0 EXTRA STRONG �, I� SEE
PIPE COL. SEE E /S -2 II �' I I NOTE I.
I I I �� SLOPE FOOTING III I I
I I 4 00 EXTRA STRONG 5 Vb�X 11 1/2 CUJ -LAM I F3. SEE DETA I
J /A -1S _
PIPE COL. COL. SEir R /S -2 �I J I I
SEE E /S -2. I J J I
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PIPE COL. I
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IFS SEE E /S -2 I
T J H ao H I _ 4 I I H H 3' -11 5/8' I
I F 10 S_2 F I O S_2 I I I F 10 S_2 S -2 F 10 13/4 • ' 3 5/8' I l I
9' -3'
47' -7 1/2'
- - -- —------- -_�__- — — -- -___ -- y — - --1 I SEE NOTES - - - - --
I 1 F1
- - - -- ------- - - - - -- F1— — ----- - - - - -- --i i I I 2Er5 � I i r— -------- - - - - -- — — - - - - - -- --
I
L 14 L I L N
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OPP. I A
S -2 S-2 S -2 S -2 S -2
F it I SIM.
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38' -1 1/2'
lo' 10'
17' -0•
Ak
F O O T I N G S C H E D U L E
MARK
WIDTH
LENGTH
DEPTH
REINFORCING CROSSWISE
REINFORCING LENGTHWISE
REMARKS
NO.
SIZE
LENGTH ISPACING
NO.
LENGTH
SPACING
F1
SHEAR WALL 'A'
�LL
I
I N
1
L ,
I SHEAR WALL "C'
,
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2
s4
CONT.
20' -1 3/4'
I
I
F2
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CONT.
!,74 `I
ri
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SHEAR
3
s4
(
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EXTETD 1' -4" INTO FOOTING
FS. F7 AND F8
F3
III
CON
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WALL „ D
N
2
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CONT.
8'
23'-4*
8'
114 TO F t 1 I I
III 8. 21' -4'
III 8'
43'-1 1/2' N
s4
1' -6'
9"
3
II'II
SEE NOTE I.
II'I)
► I ' j I
II'II
II'II
4' -0"
SEE NOTE 2
5
s4
- - -- —------- -_�__- — — -- -___ -- y — - --1 I SEE NOTES - - - - --
I 1 F1
- - - -- ------- - - - - -- F1— — ----- - - - - -- --i i I I 2Er5 � I i r— -------- - - - - -- — — - - - - - -- --
I
L 14 L I L N
J L__ - - -_ J LJ I
N
OPP. I A
S -2 S-2 S -2 S -2 S -2
F it I SIM.
co
iv
38' -1 1/2'
lo' 10'
17' -0•
Ak
F O O T I N G S C H E D U L E
MARK
WIDTH
LENGTH
DEPTH
REINFORCING CROSSWISE
REINFORCING LENGTHWISE
REMARKS
NO.
SIZE
LENGTH ISPACING
NO.
SIZE
LENGTH
SPACING
F1
1' -6"
CONT.
1' -00
2
s4
CONT.
F2
2' -0"
CONT.
1' -0"
3
s4
CONT.
EXTETD 1' -4" INTO FOOTING
FS. F7 AND F8
F3
1 ' -4'
CON
10-00
2
•4
CONT.
EXTEND 1'-4" INTO FOOTING
F4 AND F8
F4
2' -0"
2' -0"
1' -0"
3
s4
1' -6'
9"
3
s4
1' -6"
9"
F5
4' -0"
4' -0"
1' -0"
5
s4
3' -6'
10 1/2"
5
s4
3' -6'
10 1/2'
F6
4' -0"
4' -0"
1' -0"
5
•4
3' -6'
110 1/2"
5
•4
3' -6"
10 1/2"
F7
3' -6"
3' -6"
1' -0"
S
s4
3' -0"
9"
5
s4
3' -0"
9"
F8
3'-0"
3' -0"
1' -0"
4
s4
2' -6"
10"
4
:4
2' -6"
10"
IN
F9
1' -4'
CONT.
1' -0"
2
s4
CONT.
F10
4' -6"
4' -6"
1' -0"
5
s4
4' -2"
12'
5
s4
4' -2"
12"
TOP AND BOTTOM
F 1 I
2 - 4
CONT.
I' - O `
44
GO NT.
-- -__
F 12
21-01
4'- 0"
�'- O
5
*4
1'- 6 �
9'
3
$4
3'- 6'
51
FOOTING b, FOUNDATION PLAN
SCALE: 1/8 " -1' -0"
NOTES:
1. CENTERLINE OF ANCHOR BOLTS FOR SIMPSON HD2A
OR EQUAL (UNLESS NOTED OTHERWISE). LOCATION
OF ANCHOR BOLTS IS BASED UPON ROUGH WINDOW
OPENING AND HOLD DOWN ANCHOR USED. CONTRACTOR
SHALL BE RESPONSIBLE FOR ACCURATE ANCHOR
BOLT PLACEMENT. SEE F /S -2.
2. RECESS FOUNDATION WALL 8" AT DOORWAYS
AND POUR SLAB THRU OPENING.
3. NO CONSTRUCTION OR CONTRACTION JOINTS SHALL
BE ALLOWED IN THE BUILDING, FLOOR SLAB UNLESS
APPROVED BY THE ARCHITECT.
4. ALL NON- BEARING WALLS TO HAVE SILL PLATE
ANCHORED WITH POWDER ACTUATED FASTENERS
AT 24" O.C. HILTI OR EQUAL.
5. TURN DOWN EDGE OF SLABS 2' -S" DEEP X 8"
WIDE. REINFORCE WITH 2 .'4 °APS CONTINUOUS
INTO FOUNDATION WALL. TIE SLAB WITH 4' -0"
LONG Ws 18" O.C. ACROSS OPENING.
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6. SEE MECHANICAL /ELECTRICAL DRAWINGS FOR
LOCATION AND SIZE OF SLABS REQUIRED FOR
EXTERIOR EOUIPMENT. SLABS TO BE 6" LARGER
ON ALL SIDES OF EQUIPMENT FURNISHED.
VERIFY SIZE WITH MECHANICAL & ELECTRICAL
CONTRACTORS.
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PROJECT NUMBER
9 ?>- 635v
DAT E
E -
0
F---a Y
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0
SHEET NUMBER
Li
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