HomeMy WebLinkAbout07020031.2G
IC
1�
r
11 10 9 7.8 11 °; 6 5 4 3 2
40' -0" - I� 40' -O" 40' -O" 27 -6" ° -7" ' 24-0" 30' -O" 30' -O" I 30' -O" 30' -O" 30' -O" 12' -11"
6' -51 15-O"
®
- F2.1 I I I I FI O N
I _ a I 4" CONCRETE SLAB ON GRADE I L -- 2 2 p
In I :r I REINFORCED WITH 6x6 - W1.4xW1.4 W.W.F. I L_ _
F2.1 WF2 I
F2.1 WF2 p
I � I ON 10 MIL VAPOR BARRIER OVER A I - -- -- ----- - - - - -- -------- - - - - -- -------- - - - - -- -------- - - - - -- -------- - - - - -- - -- -- - - - - -- - - - - -- c�
�- MINIMUM 4" OF COMPACTED GRANULAR FILL.
.r
IN p1 F12
In�:, r -- - -� r -- - --1 r -- - - -- -- - - - -- - - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- I o
3 9
ICI F2.1 -
r -
� I I
FL
I � I FII FII 13
r
11' -7 1/2" 16-0 7/8" CONCRETE PAD
TYPICAL CONTROL JOINT COORD. EXACT I I I O
�t 3 4' -11 5/8" SIZE d LOCATION
I I I SEE DETAIL SHEET F22 WITH ARCH. I I
n I TYPICAL INTERIOR r
COLUMN ISOLATION JOINT
` I SEE DETAIL SHEET F22 FIO T�TG• T/FTG.
T/FTG.
-2' -O
SF3 m � I �
iv I I I I 9 I
F2.1 I
L - - - -J - -J L I 5 L - - - -J m 5 -0 3/4
m iv F9 F8 I I o
F2.1 FIO 18" CONCRETE PAD FIO FIO HFI FIO N \ F9 I I F2.1 O i
-O _ _
I REINFORCE WITH F4 13 in
I y I #5 @ 12" O.G. E.W. BOTTOM J ! L
�I I T/PAD EL. -I' -O" 7 -10 1/2" 3' -3 1/2"
..
3 I I r -_ - - - -1 L• - - = :J iv -
I _ _ _
8 \_ J
n � F2•I _ 4" CONCRETE SLAB ON GRADE 18" CONCRETE PAD 5' -0 3/4" O O O
F9 \ F9 I. I r -- - - -1 _I F2.1
REINFORCED WITH 6x6 - W1.4xW1.4 W.W.F. REINFORCE WITH
_ = I 18" CONCRETE PAD ON 10 MIL VAPOR BARRIER OVER A #5 @ 12" O.G. E.W. BOTTOM �I
r - - - - - r - - - -, i i _ T/PAD EL. -I' -O" TYPICAL INTERIOR XI
in m i ( REINFORCE WITH MINIMUM 4 OF COMPACTED GRANULAR FILL.
5 I I #5 @ 12 O.G. BOTTOM I COLUMN ISOLATION JOINT
r I I F2.1 I m ' T/PAD EL. -4' -O" SEE DETAIL SHAT F22 J O
I I i i I I I; I w8x 1 _ m -4" I F4 in
O L \ L� r L - - - -J L- - -J I I I' �I 6 - --I F8 r -- - -� r -- - -� r -- - -� r -- - -� r -- -� SLAB @ RISER r_i 13 0or 11 1 b \\\`p I li it F2.1 I I I I I I I I I I I ROOM
4 -90 F2.1 I I I - I I I I I I I
\ / 4 - - - - - -- - - - - - -- 9 I
- - -- i I I I I I I I F2.1 I I I I T/FTG. I F2.1 n
�• F2.1
r L7
ry 2 7 1 /3 5/16 W� ,� 60,
\ F2.1 L \ \ -/0 F2.1 Flo Flo FI i Flo F10 2 F8 L I
3/�9" \ nF- 7 / 18' -10" 11' -7 I/2" 1 I' -2" 13' -7 1/2" I
`
F7 b
ILL b
4 I 13 m qT
010" < cn F4 O
,�• O F4 F2.1 2 I
1111II, F2.1
L-_
N wFo Z__-F r _____� - -- 7 - - -W �- -- , 3
r�'L I I
L- -J I I I I I I i �- - - -- - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - -J
io
9 4 9 I I I I I �' I
F2.1 F2.1 F2.1 R. I ( �AF I ,Y� I 1 v y ,�•: _
OL- -J i - - -I - I - _ -- -- - - - - -- -------- - - - - -- -------- - - - - -- --- - - - - -- -- - - - - --
2 WF2 2
F12 F12 F12 F2•1 F2.1
i
20' -0" 9' -7" 5'
i
40' -0" i V -3'
m
11) (1 O) (9.8) (93
FOUNDATION PLAN.
SCALE: 3/32" = I' -0"
NOTES:
I. FINISH FLOOR ELEVATION = O' -O".
2. TOP OF INTERIOR FOOTING ELEVATION = -O' -8" UNDO
3. TOP OF EXTERIOR FOOTING ELEVATION = -1' -4" U.N.O.
4. SEE ARCH. FOR LOCATION AND DIMENSIONS OF OPENINGS.
5. VERIFY ELEVATOR PIT SIZE AND SPECIAL S!LL
REQUIREMENTS WITH ELEVATOR SUPPLIER.
21' -7"
-%n
COLUMN FOOTING SCHEDULE
MARK
FOOTING SIZE
FOOTING REINFORCEMENT
2 X
FI
9
3 - #3 E.W. BOT.
F2
q
5 - #7 E.W. BOT.
2
6-3 0x61 -3 "x21 -O"
5 - #5 E.W. BOT.
F4
7- 0"x7' - 0"x2' -O"
6 - #5 E.W. BOT.
I
81- 0"x8' -o "x11 -6"
6 - #8 E.W. BOT.
F6
8' -3 "x81 -3 "x21 -O"
7 - #6 E.W. BOT.
F7
9'- 0"x9' - 0"x2' -O"
7 - #7 E.W. BOT.�
F8
l0'- O"xl0'- O"xl' -9"
8 - #8 EA. BOT.
F2.1
Id- 90xld- 9"xl' -9"
F2.1
Flo
121- 0"x12'- O"x2' -o"
9 - #10 E.W, BOT. _
FII
F2.1
10 - #9 ,k. w7r,
F12
10'- O'xl0' -O "x21 -O"
8 - #8 2-A. i30`t
U �
cn 3
- - - - --
WFI r -
-- - - - - -J
L-
-
W�
-�
r --
�WFO
Y2.
L --
--
WFI--- - - - -
-,
r-
- =r
-J
L
WFO F4
I
m
m
o
o
N I
TYPICAL
CONTROL JOINT
in
'I
in
O
LL
X i
I
I
SEE DETAIL
SHEET
F22
13' -11 3/4"
121-4 0
1/21,
13' -11 3/4"
i
1 X
I
FIOr
I
I
I
I
I
I
--
I
I
i
I
I
I
-
10
i
I
I
I
I
I
WFO
in
18" CONCRETE PAD
5
I
I
_
REINFORCE WITH
I
#5 @ 12" O.G. E.W. BOTTOM
F2.1
F2.1
I
I
II
_
r
T/PAD EL . -1' -O"
ifl
I
�I
I 1 0
o
I
31
I F2.1
(:
I q
(
r
co
I\n
Flo
T/FTG.
I
I
I
L WFO
I
F2.1
-2'-
31
I F12
��.__
.w.I
I
I
I
I
IDUMPSTER
ENCLOSURE PLAN
_ _
_
_
SCALE: 3/32" = 1' -O"
-
- -
-
-
I
I
„
NOTES:
o
-
I
I. COORDINATE SIZE, LOCATION AND
ORIENTATION PER ARCH.
b
p
I
9
23' -7 I/2"
p
- F2.1 I I I I FI O N
I _ a I 4" CONCRETE SLAB ON GRADE I L -- 2 2 p
In I :r I REINFORCED WITH 6x6 - W1.4xW1.4 W.W.F. I L_ _
F2.1 WF2 I
F2.1 WF2 p
I � I ON 10 MIL VAPOR BARRIER OVER A I - -- -- ----- - - - - -- -------- - - - - -- -------- - - - - -- -------- - - - - -- -------- - - - - -- - -- -- - - - - -- - - - - -- c�
�- MINIMUM 4" OF COMPACTED GRANULAR FILL.
.r
IN p1 F12
In�:, r -- - -� r -- - --1 r -- - - -- -- - - - -- - - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- I o
3 9
ICI F2.1 -
r -
� I I
FL
I � I FII FII 13
r
11' -7 1/2" 16-0 7/8" CONCRETE PAD
TYPICAL CONTROL JOINT COORD. EXACT I I I O
�t 3 4' -11 5/8" SIZE d LOCATION
I I I SEE DETAIL SHEET F22 WITH ARCH. I I
n I TYPICAL INTERIOR r
COLUMN ISOLATION JOINT
` I SEE DETAIL SHEET F22 FIO T�TG• T/FTG.
T/FTG.
-2' -O
SF3 m � I �
iv I I I I 9 I
F2.1 I
L - - - -J - -J L I 5 L - - - -J m 5 -0 3/4
m iv F9 F8 I I o
F2.1 FIO 18" CONCRETE PAD FIO FIO HFI FIO N \ F9 I I F2.1 O i
-O _ _
I REINFORCE WITH F4 13 in
I y I #5 @ 12" O.G. E.W. BOTTOM J ! L
�I I T/PAD EL. -I' -O" 7 -10 1/2" 3' -3 1/2"
..
3 I I r -_ - - - -1 L• - - = :J iv -
I _ _ _
8 \_ J
n � F2•I _ 4" CONCRETE SLAB ON GRADE 18" CONCRETE PAD 5' -0 3/4" O O O
F9 \ F9 I. I r -- - - -1 _I F2.1
REINFORCED WITH 6x6 - W1.4xW1.4 W.W.F. REINFORCE WITH
_ = I 18" CONCRETE PAD ON 10 MIL VAPOR BARRIER OVER A #5 @ 12" O.G. E.W. BOTTOM �I
r - - - - - r - - - -, i i _ T/PAD EL. -I' -O" TYPICAL INTERIOR XI
in m i ( REINFORCE WITH MINIMUM 4 OF COMPACTED GRANULAR FILL.
5 I I #5 @ 12 O.G. BOTTOM I COLUMN ISOLATION JOINT
r I I F2.1 I m ' T/PAD EL. -4' -O" SEE DETAIL SHAT F22 J O
I I i i I I I; I w8x 1 _ m -4" I F4 in
O L \ L� r L - - - -J L- - -J I I I' �I 6 - --I F8 r -- - -� r -- - -� r -- - -� r -- - -� r -- -� SLAB @ RISER r_i 13 0or 11 1 b \\\`p I li it F2.1 I I I I I I I I I I I ROOM
4 -90 F2.1 I I I - I I I I I I I
\ / 4 - - - - - -- - - - - - -- 9 I
- - -- i I I I I I I I F2.1 I I I I T/FTG. I F2.1 n
�• F2.1
r L7
ry 2 7 1 /3 5/16 W� ,� 60,
\ F2.1 L \ \ -/0 F2.1 Flo Flo FI i Flo F10 2 F8 L I
3/�9" \ nF- 7 / 18' -10" 11' -7 I/2" 1 I' -2" 13' -7 1/2" I
`
F7 b
ILL b
4 I 13 m qT
010" < cn F4 O
,�• O F4 F2.1 2 I
1111II, F2.1
L-_
N wFo Z__-F r _____� - -- 7 - - -W �- -- , 3
r�'L I I
L- -J I I I I I I i �- - - -- - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - -J
io
9 4 9 I I I I I �' I
F2.1 F2.1 F2.1 R. I ( �AF I ,Y� I 1 v y ,�•: _
OL- -J i - - -I - I - _ -- -- - - - - -- -------- - - - - -- -------- - - - - -- --- - - - - -- -- - - - - --
2 WF2 2
F12 F12 F12 F2•1 F2.1
i
20' -0" 9' -7" 5'
i
40' -0" i V -3'
m
11) (1 O) (9.8) (93
FOUNDATION PLAN.
SCALE: 3/32" = I' -0"
NOTES:
I. FINISH FLOOR ELEVATION = O' -O".
2. TOP OF INTERIOR FOOTING ELEVATION = -O' -8" UNDO
3. TOP OF EXTERIOR FOOTING ELEVATION = -1' -4" U.N.O.
4. SEE ARCH. FOR LOCATION AND DIMENSIONS OF OPENINGS.
5. VERIFY ELEVATOR PIT SIZE AND SPECIAL S!LL
REQUIREMENTS WITH ELEVATOR SUPPLIER.
21' -7"
-%n
COLUMN FOOTING SCHEDULE
MARK
FOOTING SIZE
FOOTING REINFORCEMENT
W x L x D
FI
3'- 0"x3' - 0"x2' -O"
3 - #3 E.W. BOT.
F2
6-3 0x61- Vxi' -3"
5 - #7 E.W. BOT.
F3
6-3 0x61 -3 "x21 -O"
5 - #5 E.W. BOT.
F4
7- 0"x7' - 0"x2' -O"
6 - #5 E.W. BOT.
F5
81- 0"x8' -o "x11 -6"
6 - #8 E.W. BOT.
F6
8' -3 "x81 -3 "x21 -O"
7 - #6 E.W. BOT.
F7
9'- 0"x9' - 0"x2' -O"
7 - #7 E.W. BOT.�
F8
l0'- O"xl0'- O"xl' -9"
8 - #8 EA. BOT.
F9
Id- 90xld- 9"xl' -9"
8 - #9 EA.T5Gq.
Flo
121- 0"x12'- O"x2' -o"
9 - #10 E.W, BOT. _
FII
12'- 9'xl2- 9"x2-3"
10 - #9 ,k. w7r,
F12
10'- O'xl0' -O "x21 -O"
8 - #8 2-A. i30`t
30' -0" I 30' -O" I 30' -O" 30' -O"
WAIJ . F OOT1 NC SCHEDULE:
MARK
FOOTING SIZE
FOOTING
REINFORCEMENT
1„ I x D
WFO
2' -O "x21 -O"
2 - #4 CONT. BOT.
WFI
4-0 11x21 -011
4 - #5 CONT. TOP $ BOT.
W/ #3 TIES @ 48" O.G.
WF2
8'- 611x21 -011
7 - #7 CONT. TOP C BOT.
W/#5 TIES @ 6" O.G.
11
kzlj �2
&TM*TE W1 FOOTING S mm m
MARK
FOOTING SIZE
FOOTING
REINFORCEMENT
W x D
WFO
2' -O "x21 -O"
2 - #4 CONT. BOT.
WI
2' -O' °x21 -O"
2 - #5 CONT. TOP E BOT.
W/ #3 TIES @ 48" O.G.
W11=2
2-6 "x21 -O"
3 - #5 CONT. TOP E BOT.
WAS TIES @ 48" O.G.
30' -0"
mm
&TEMTE WIN F=N6 SCHEDUF OM M
MARK
FOOTING SIZE
FOOTING REINFORCEMENT
W x L x D
FI
3'- O"x3' -O "x21 -O"
3 - #3 E.W. BOT.
F2
4- 0"x4-O"x I' -3"
5 - #5 E.W. BOT.
F3
4- 0"x4- 011x2' -O"
4 - #5 E.W. BOT.
F4
4-6 "x41- 6 "x2' -O"
4 - #5 E.W. BOT.
F5
I 5' -3 "x51- 3 "xl' -6"
5 - #7 E.W. BOT.
F6
5' -3 "x51 -3 "x21 -O"
5 - #6 E.W. BOT.
F7
5-9"x5- 9"x2' -O"
I 5 - #7 E.W. BOT.
F8
6' -6 "x61 -6 "x I'• -9"
5 - #9 E.W. BOT.
W 3
z O
6 - #9 E.W. BOT.
F 00
�- 7' -6 "x71 -e x21 --V'
6 - #9 E.W. BOT.
Fl!
6"-5-x8`-3-x2--3"
I 7 - #9 E.W. BOT.
F12
6 " -6 °1x61- "x2 ° -0"
5 - #9 E.W. BOT.
0
1
E
1�
i illf ®�I�
. � X
m O
Q.
(n M
r1)°
� C) O
r
CREATED BY:
CU
° cv
Z
I I
FOR:
rn rn
Z
I
roM
O
ESI #1
Z3
ro rl,)
1/2/07
alwQ
E
W 3
z O
t�,pp z
cQ
OF
o oQ
U �
cn 3
z
z
w
LO
LLI
0 >
LL
zQ�oZ
�Q
o���o
LL1 ZWJ
L U Lu
w r Q ��
°
z Jo�
oU�N
� M
� M r
W
U
Z
O
�z
as
ja
LL
O
DWG. DATE:
m O
JOB NUMBER:
(n M
SCALE:
� C) O
r
CREATED BY:
co
CHECKED BY:
J.A.L.
ISSUED
FOR:
PERMITS
Z
CONSTRUCTION
roM
O
ESI #1
cl) C
2 ESI #2
1/2/07
z
z
w
LO
LLI
0 >
LL
zQ�oZ
�Q
o���o
LL1 ZWJ
L U Lu
w r Q ��
°
z Jo�
oU�N
� M
� M r
W
U
Z
O
�z
as
ja
LL
O
DWG. DATE:
11/13/06
JOB NUMBER:
06 -213
SCALE:
AS NOTED
CREATED BY:
J.W.C.
CHECKED BY:
J.A.L.
ISSUED
FOR:
PERMITS
11/13/06
CONSTRUCTION
12/11/06
ESI #1
12/21/06
2 ESI #2
1/2/07
SHEET NO.
Flml