HomeMy WebLinkAbout0959.95.22EXTERIOR WALL CONST.
SEE ARCH. DWG'S. --�
M 'bo 1' CLR.
N �
I
WATERPROOFING
SEE ARCH.
#4 0 12' O.C. EA. WAY
#4 DWL'S. 0 12" O.C.
W /4' -0' PROJ. do STD.
HOOK
FOOTING
DRAIN
T
4"W.xfD.
KEYWAY WITH
CONT. WATERSTOP
EXTERIOR WALL CONST.
SEE ARCH. DWG'S. -�
E
� r7
I
N I
N
fi
4' 2x6 CONT.
TREATED PLATE .6C24 METAL DECK
IA 1/2'0 A.B. 6x6 - W2.902.9 WWF
0 2' -0' O.C.
Al +0' -0'
CONT. L4x3x1/4 (LLH)
STEEL FLOOR JOIST
#3 HOOKS 10 0 1 t O.C. b
2' BASEMENT
#5 0 12' O.C. EA. WAY
1' -0' 4' SLAB W /ONE LAYER
#5 DWL'S. 0 12' O.C. 6x6 - W1.401.4 WWF
W /4' -0' PROD. do STD.
HOOK
oil . •� 'bo
b
(2) #5 CONT.
#4 0 2' -0" O.C. M
SECTION
SCALE: 3/4"=V-Cr $2.1
CONT. L4x3x1 /4 (LLH)
L3x3x1 /4 x 0' -3'
4' FIELD WELD TO .6C24 METAL DECK
CONT. L4x3
• • NTINUOUS
HORIZONTAL
BRIDGING
1-- STEEL FLOOR JOIST b
I
• #3 HOOKS to L 0 1 Y O.C.
000`4 x 0' -3' 2"
W /1/2"0 SLEEVE ANCHOR
BASEMENT 4" SLAB W /ONE LAYER
• 6x6 - W1.4xW1.4 WWF
1' -0"
OL
FOR INFORMATION NOT SHOWN SEE 1/S2.1
SECTION ri*"
SCALE: 3/4" =1' -0" S2.1
EXTERIOR WALL CONST.
SEE ARCH. DWG'S.
FOR CONTINUATION
SEE SECTION 7/S2.1
EL o' -0'
MI AA rnNT
b
I
1 1 Z CLR.
#4 O 17' O.C.
bi 3' -0'
'as
i
CURB 0 EDGE JOINT FILLER (TYP)
OF STEPS WITH CONCRETE STAIRS
#3 HAIRPIN 0 SEE 8/S2.1
12' O.C. AND
(1) #4 CONT.
#4 x 2' -0' OWL'S. • �''
0 17' O.C.
6" COMPACTED
DRAINAGE FILL
�i
/i
I
� b
I COMPACTED FILL 'rx 2" KEYWAY
TYPICAL WALL REINF.
#5 x b M F 0 it O.C.
#5 x b 0 12' O.C.
In
1' -0r
SEE PLAN FOR
TOP/WALL ELEV.
#6 0 12" O.C. VERT.
WATERPROOFING
FREE- DRAINING
GRANULAR FILL
�- #5 x 8' 0 12" O.C.
• •' ;� STONE
6' DRAIN TILE
..r; ".' W /FABRIC COVER
#6 DWL'S. 0 it O.C. #4 0 12' O.C.
W /5'-4' PROJ. k STD.
HOOK #6 0 12' O.C.•
1' -0' 3' -0"
SECTION 4
SCALE: 3/4" =1' -0" S2.1
WATERPM
SEE ARCH.
TYPICAL CORNER DETAIL
LL REINF.
1b, 0 12' O.C.
M
SEE ARCH.
SCALE: 3/4" =1' -0" 52.1
COLUMN - SEE PLAN
1/2" JOINT FILLER BP 3/4'x12 "x1' -0"
AROUND COLUMN
1' GROUT AND SHIMS
le SLAB W/ BLOCK OUT SLAB AT ALL
6x6 -W1.4 x W1.4 WWF INTERIOR COLUMNS.
OVER VAPOR BARRIER
TOP /FOOTING
SEE FDN. PLAN
a M SEE FOUNDATION PLAN
• FOR REINFORCING
4 -1 2'0x18"A.B.
SEE PLAN W/ 3� HOOK
TYPICAL FOOTING DETAIL s
SCALE: 1/2' =1' -O" S2.1
CONT. L4x3xl /4 (LLH)
/-.K24 METAL DECK
16
r —a
SECTION a
0
( -) 0' -3 5/8"
( -) 0' -10 3/4'
UJ
z
box
m
SECTION r7
SCALE: 3/4 " =1' -0" $2.1
19 - TREADS 0 1' -6' = 28' -6'
1'
TYP.
•
• #4 0 NOSING (TYP)
#5 0 12" O.C. EA. WAY
6' COMPACTED
DRAINAGE FILL
COMPACTED
GRANULAR FILL
#5 0 12" O.C. EA. WAY
8"
3' -0"
4' 1w
TYP.
• L_— •� I
•
n
SECTION s
SCALE: 314 " =1' -0" $2.1
•
4'
I #3 HAIRPIN BARS 0 12"
w /fIl 4a MNT
#3 0 12" O.C. EA. WAY -
7 - TREADS 0 1' -6' =--10'-Er
•
to
•
FOR INFORMATION NOT SHOWN SEE 8/S2.1
SECTION rg
SCALE: 314" =1' -0" $2.1
12'-6• RAMP C SLAB ON GRADE WITH
6x6 - W1.401.4 WWF
CONTROL JOINTS 0 10' -0"
O.C. MAX. EACH WAY.
N � \�<\
X\// / DRAINAG EFILLO t 2 -0"
O.C.
EACH 12.
EACH WAY
BOTTOM OF TURNED
DOWN SLAB BEYOND
8"
SECTION ri **"'N
SCALE: 314" =1' -0" \,S2.1
14 0 12" O.C.
• EACH WAY
8"
•
COMPACTED FILL
#4 0 12' O.C.
EACH WAY
•
SECTION 12
SCALE: 314 " =1' -0" S2.1
( -) 0' -3 5/8"
6' COMPACTED
DRAINAGE FILL
- COMPACTED
GRANULAR FILL
� b
0
I
W N
0 u
a:
I
Go
2' CAP
( -) 0' -10 3/4'
0
so
N
8' -2'
(-)
(-) 11' -0"
+1' -4"
�\ 4" SLAB
JOINT FILLER ON GRADE >
• COMPACTED .FILL
#5 0 12' O.C. EA. WAY
SECTION >>
SCALE: 314' =1' -0" $2.1
(3) #5 CONT.
COMPACTED FILL
Browning Day Mullins Di•rdorf Inc
334 North Senate Avenue
Indianapolis, Indiana 46204
317.635.5030
FAX 317.634.5409
STRUCTURAL CONSULTANT
LAWSON
ASSOCIATES
ENGINEERING
CONSULTANTS
650 EAST CARMEL DRIVE
SUITE 310
CARMEL, INDIANA 46032
317 - 574 -9409
FAX 317- 574 -9431
J . z114"
4'
e
=� No. _.
21487=
1& o SrAU Of W
0 I
ini������``,
PRAIRIE
VIEW
GOLF
CLUB
Project No.
9443 9508S21
Drawn
JDF
Checked
MJL
Scale
3/4 " =1' -0"
Date
9 -21 -95
Revision
-
Clubhouse—
Foundation Sections