HomeMy WebLinkAbout1059.95.24EXTERIOR WALL CONST.
SEE ARCH. DWG'S. --,
#4 0
#4 DA
W/4'-
HOOK
FC
DF
2x6 CONT.
TREATED PLATE /-.6C24 METAL DECK
3'4 STD. PIPE
STUB COLUMN
SECTION r 1 -'�
SCALE: 3/4 " =1' -0" $2.3
REF. UNE - TOP /FLOOR EL +0' -T
T
TOP STEEL
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r-
TOP/EMB. It �- TOP /EMB. It
W24 W21 (_)2' -3 1/f ( -)2' -6 1/4!
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TYP. EMBEDDED PLATE
1 /rx 7'x 0' -10'
3 TIES 0, r I HEE ' D S UD ANCHORS.
(4) J6 VERTICAL BARS
TYP. AT ALL BEAM POCKETS
i
SECTION a
SCALE: 3/4' =1' -0" $2.3
#5 0 1 r O.C. EA. WAY
WATERPROOFING
SEE ARCH.
15 DWL'S. 0 1f O.C.
W /4' -d PROJ. do STD.
HOOK
6x6 - W1.4xW1.4 WWF
FOOTING
DRAIN
7
4"W. x rD.
KEYWAY WITH
CONT. WATERSTOP
EXTERIOR WALL CONST.
SEE ARCH. DWG'S.
8"
,v
�a
N 1_
AREAWAY
b�
t �
0
f I F.D. _
TOP /BRICK LEDGE
EL ( -) 2' -5 3/8'
D(TERIOR WALL CONST.
SEE ARCH. DWG'S. CONT. L4x3xl /4 (LLH)
L3x3x1 /4 x 0' -3"
FIELD WELD TO .6C24 METAL DECK
CONT. L4x3
•�
c
CONTINUOUS
HORIZONTAL
BRIDGING--\
G
�- STEEL FLOOR JOIST
t
#3 HOOKS 10 L 0 if O.C.
1-30014 x 0' -3' r
W/1 /:f O SLEEVE ANCHOR
BASEMENT 4' SLAB W /ONE LAYER
T 6x6 - W1.4xW1.4 WWF
01
FOR INFORMATION NOT SHOWN SEE 1/S2.3
SECTION r2NN
SCALE: 3/4" =1' -0" 52.3
1' -1T _ I _ 8' _
1�
— W21
GROUT POCKET SOLID 4/S2.3
AFTER BEAM IS To STD. PIPE
INSTALLED. (TYP) STUB COLUMN
DETAIL_ s
SCALE: 3/4" =1' -0" 52.3
2x6 CONT.
TREATED PLATE .6C24 METAL DECK
1 /rO A.B. 6x6 - W2.902.9 WWF
0 2' -0" O.C.
•--
CONT. L4x3x1/4 (LLH)
.1•
#5 0 1 r O.C. EA. SW FLOOR JOIST
(2) #8
#4 CLOSED TIES 0 1f O.C.
(3) 18
b
BASEMENT
1' -C+' 4" SUB W /ONE LAYER
#5 DWUS. 0 1 r O.C. 6x6 - W1.4xW1.4 WWF
W /1' -0" PROJ. do STD.
HOOK
_ •r -
- #5 0 1 r O.C. EA. WAY
5' -6'
SECTION ri-�
SCALE: 3/4 ° =1' -d $2.3
1
+0' -T
#5 0 1 r O.C. EA. WAY
WATERPROOFING
SEE ARCH.
#5 DWL'S. 0 1 r O.C.—
W /4' -0" PROD. do STD.
HOOK
6x6 - W1.4xW1.4 WWF
FOOTING
DRAIN
4 "W. x rD.
KEYWAY WITH
CONT. WATERSTOP
b
r
EXTERIOR WALL CONST.
SEE ARCH. DWG'S. --,
-f SLAB
ON GRADE
IT COMPACTED
DRAINAGE FILL
JOINT
FILLER -�
4"
#4 0 12* O.C. EA. WAY -
FOOTING
DRAIN
4'W. x fl).
KEYWAY
2x6 CONT.
14 x 2' -0" DWL'S.
0 4' -0" O.C. 2' -0'
#4 x b 0 it O.C.
`L- #5 0 1 r O.C. EA. WAY
Cm 7 #5 0 1 r O.C. EA. WAY
JOINT FILLER
CONCRETE STEPS
SEE 9/S2.1 3' -4"
#5 x 00010 12" O.C.
•
6" COMPACTED
DRAINAGE FILL
#5 DWL'S. 0 1f O.C.
W 14' -T PROD. do STD.
HOOK
C5
(2) #5 CONT. u
#4 0 2' -0" O.C. M
2' -6"
SECTION 3
SCALE: 3/4 " =1' -0" 52.3
TREATED PLATE .6C24 METAL DECK
= 1 /r1f A.B. 6x6 - W2.902.9 WWF
0 2' -d' O.C.
3 +0' -ar
CONT. L4x3x1 /4 (LLH)
b
N (2) tip
STEEL FLOOR JOIST
#4 CLOSED TIES 0 'If O.C. b
AREAWAY (3) #8 WEMENT
#5 DWL'S. 0 1f O.C. 4' SLAB W /ONE LAYER
W /1' -0` PROJ. & STD. 6x6 - W1.4xW1.4 WWF
HOOK
F.D.
b
v-- #5 0 1 r O.C. EA. WAY
6' -6"
M
FOR INFORMATION NOT SHOWN SEE 1/S2.3
SECTION ri""
SCALE: 3/4" =1' -0" S2.3
b
+0' -0"
Browning Day Mullins Dierdorf Inc
334 North Senate Avenue
Indianapolis, Indiana 46204
317.635.5030
FAX 317.634.5409
STRUCTURAL CONSULTANT
LAWS ON
ASSOCIATES
ENGINEERING
CONSULTANTS
650 EAST CARMEL DRIVE
SUITE 310
CARMEL, INDIANA 46032
317 -574 -9409
FAX 317 -574 -9431
``..ro�sTt��d!'�
.� 41
�-� 2148
S. 7
RAW OF �
NAL
t�
PRAIRIE
VIEW
GOLF
CLUB
Revision
Clubhouse—
Foundation Sections
S2,03
Project No.
9443 9508S23
Drawn
JDF
Checked
MJL
Scale
3/4" =1' -0"
Date
9 -21 -95
Revision
Clubhouse—
Foundation Sections
S2,03