HomeMy WebLinkAbout313 Whites Path SectionsFINISH GRADE
8"
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FINISH GRADE -
SEE SITE PLAN
—777
4 SECTION
S1 SCALE: 3/4" = V-0"
1/4" PREMOLDED
JOINT FILLER
5" SLAB ON GRADE
W.W.F.
#4016"o.c. VERTICAL
1" NOTCH IN
WALL AT PIER - I
SEE PIER DETAILS I
DRAWING S3
I
(4) 3/4"0
ANCHOR BOLTS °I
I
WALL REINFORCING
NOT SHOWN FOR
CLARITY - °d
SEE SECTION 1/S2
FINISH GRADElIk '
T/WALL & SLAB (OR SLAB) ° I
EL. 100'-0"
& DOWELS
#4®12"o.c. HORIZONTAL z
Z
0
I
d-
(3) #4 CONTINUOUS 0
I
B/ FOOTING
EL. [SEE PLAN]
T/ WALL ELEVATION 100'-0"
2" CL il/ °
d
d
2'-6" 8" 1'-0"
U d
N
°
d
d
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B/ FOOTING
ELEVATION
92'-0"
4'-2"
8 SECTION
S1 SCALE: 3/4" = V-0"
#4®12"o.c.
FINISH GRADE -
SEE SITE PLAN
DOWELS
8i
_ T/WALL (BEYOND)
EL. 104'-0"
I I
I I
FOUNDATION WALL (BEYOND)
COLUMN BY OTHERS
5" SLAB ON GRADE
— 1/4" PREMOLDED
JOINT FILLER W.W.F.
5" SLAB ON GRADE
I I
W.W.F. #4 DOWELS ® 16"o.c.
I
48"
FINISH GRADE
T/SLAB & PIER 18"1
EL. 100'-0"
d ° a
Co
(2) Al HAIRPI S EXTEND
FULL DEPTH 1 0 PIER W/
HOOKS AT ENS
ALTERNATIVELY PROVIDE //\// #4016„ o.c. VERTICAL
THREADED CO PLINGS IN FORMS \�\\j/ /� & DOWELS
AT CONTRACTOR'S OPTION #4®12"o.c. HORIZONTAL
z
CONCRETE PIE g
(BEYOND) o �' 8" 8”
SEE TYPICAL DETAILS
ON DRAWING 3
�---- PIER FOOTING -
FOR REINFORC NG 0 d (3) #4 CONTINUOUS
SEE DRAWING 31 I
B/ FOOTING B/ FOOTING
EL. [SEE PLAN] EL. [SEE PLAN]
CONTINUOUS WALL
FOOTING REINFORCING
NOT SHOWN FOR 2'-0"
CLARITY
3 SECTION
S1 SCALE: 3/4" = V-0"
COLUMN BY OTHERS
— (4) 3/4"0
ANCHOR BOLTS
1/4" PREMOLDED
JOINT FILLER
5" SLAB ON GRADE
W.W.F.
T/5 B&PIER
EL. 100' -0 -
CONCRETE
0'-0"
CONCRETE PIER
(BEYOND)
SEE TYPICAL CM
ON DRAWING S3
PIER FOOTING -
0 e d FOR REINFORC NG
I ° SEE DRAWING 31
° d ° B/ FOOTING
°
EL. [SEE PLAN]
4'-0"
7 SECTION
S1 SCALE: 3/4" = 1'-O"
D
z
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O
2 SECTION (at doors)
S1 SCALF: 3/4"
8" 1'-4"
0
AN —{�
ANCWOROR BOLTS I
WALL REINFORCING \
NOT SHOWN FOR
CLARITY -
SEE SECTION 1/S2
COLUMN BY OTHERS
— 1/4" PREMOLDED
JOINT FILLER
5" SLAB ON GRADE
i— W.W.F.
T/SLAB
EL. 100'-
T/WALL
EL. 99'-4
FINISH GRADE
B"
ilk T/WALL
d EL. 104'-0"
#4016"o.c. VERTICAL
& DOWELS
#4012"o.c. HORIZONTAL
1/4" PREMOLDED
JOINT FILLER
d 5" SLAB ON GRADE
_ //F--
W.W.F.
°
d"
(OR
SH GRADEAB) � I I FINISH GRADE
T/WALL SLAB & PIER
07/13/16 PMNIT 15a E
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2x4 KEY
#5012"o.c. TOP
of
(4) #5 TOP
(2) #5 BOTTOM
I.T(2)
o
I
DOWELS
8i
_ T/WALL (BEYOND)
EL. 104'-0"
I I
I I
FOUNDATION WALL (BEYOND)
COLUMN BY OTHERS
5" SLAB ON GRADE
— 1/4" PREMOLDED
JOINT FILLER W.W.F.
5" SLAB ON GRADE
I I
W.W.F. #4 DOWELS ® 16"o.c.
I
48"
FINISH GRADE
T/SLAB & PIER 18"1
EL. 100'-0"
d ° a
Co
(2) Al HAIRPI S EXTEND
FULL DEPTH 1 0 PIER W/
HOOKS AT ENS
ALTERNATIVELY PROVIDE //\// #4016„ o.c. VERTICAL
THREADED CO PLINGS IN FORMS \�\\j/ /� & DOWELS
AT CONTRACTOR'S OPTION #4®12"o.c. HORIZONTAL
z
CONCRETE PIE g
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SEE TYPICAL DETAILS
ON DRAWING 3
�---- PIER FOOTING -
FOR REINFORC NG 0 d (3) #4 CONTINUOUS
SEE DRAWING 31 I
B/ FOOTING B/ FOOTING
EL. [SEE PLAN] EL. [SEE PLAN]
CONTINUOUS WALL
FOOTING REINFORCING
NOT SHOWN FOR 2'-0"
CLARITY
3 SECTION
S1 SCALE: 3/4" = V-0"
COLUMN BY OTHERS
— (4) 3/4"0
ANCHOR BOLTS
1/4" PREMOLDED
JOINT FILLER
5" SLAB ON GRADE
W.W.F.
T/5 B&PIER
EL. 100' -0 -
CONCRETE
0'-0"
CONCRETE PIER
(BEYOND)
SEE TYPICAL CM
ON DRAWING S3
PIER FOOTING -
0 e d FOR REINFORC NG
I ° SEE DRAWING 31
° d ° B/ FOOTING
°
EL. [SEE PLAN]
4'-0"
7 SECTION
S1 SCALE: 3/4" = 1'-O"
D
z
m
O
2 SECTION (at doors)
S1 SCALF: 3/4"
8" 1'-4"
0
AN —{�
ANCWOROR BOLTS I
WALL REINFORCING \
NOT SHOWN FOR
CLARITY -
SEE SECTION 1/S2
COLUMN BY OTHERS
— 1/4" PREMOLDED
JOINT FILLER
5" SLAB ON GRADE
i— W.W.F.
T/SLAB
EL. 100'-
T/WALL
EL. 99'-4
FINISH GRADE
B"
ilk T/WALL
d EL. 104'-0"
#4016"o.c. VERTICAL
& DOWELS
#4012"o.c. HORIZONTAL
1/4" PREMOLDED
JOINT FILLER
d 5" SLAB ON GRADE
_ //F--
W.W.F.
°
d"
(OR
SH GRADEAB) � I I FINISH GRADE
T/WALL SLAB & PIER
6 SECTION
S1 SCALE: 3/4" = 1'-D"
1 SECTION
S1 SCALE: 3/4" = V-0"
(3) #4 CONTINUOUS
B/ FOOTING
EL. [SEE PLAN]
5" SLAB ON GRADE
8" W.W.F.
#4 DOWELS ® 16"o.c.
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(3) #4 CONTINUOUS
a1
B/ FOOTING
EL. [SEE PLAN]
5 SECTION (at doors)
T/SLAB
EL. 100'-0"
T/SLAB
EL. 100'-O"
T/WALL
NO DATE IREVISIONS
07/13/16 PMNIT 15a E
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EL. [SEE PLAN]
CONTINUOUS WALL
FOOTING REINFORCING
COLUMN FOOTING BEYOND
NOT SHOWN FOR
CLARITY
6 SECTION
S1 SCALE: 3/4" = 1'-D"
1 SECTION
S1 SCALE: 3/4" = V-0"
(3) #4 CONTINUOUS
B/ FOOTING
EL. [SEE PLAN]
5" SLAB ON GRADE
8" W.W.F.
#4 DOWELS ® 16"o.c.
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(3) #4 CONTINUOUS
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B/ FOOTING
EL. [SEE PLAN]
5 SECTION (at doors)
T/SLAB
EL. 100'-0"
T/SLAB
EL. 100'-O"
T/WALL
NO DATE IREVISIONS
07/13/16 PMNIT 15a E
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