HomeMy WebLinkAbout34CONCRETE FOUNDATION
EXCAVATION
LIMIT
TYP.
BOTTOM OF FOOTING I
SEE SCHEDULE
LU COMPACTED ENGINEERED
>i / / /
i
UJ
FILL MATERIAL / 2
j 1 �
i
SUITABLE BEARING MATERIAL
Ty -P. Foundation Undercut Detail
13J 318" = 1' 0"
VARIES -
SEE NOTE
CONCENTRATED LOADS 'T
ie \ MINIMUM 2 ANGLES
VARIES - (ONE EACH SIDE)
SEE NOTE
NOTE:
IF "VARIES" DIMENSION IS MORE THAN 6"
PROVIDE NEW FIELD WELDED (2L) 2x2x3/16 FROM
CONCENTRATED LOAD TO NEAREST PANEL POINT
(TOP OR BOTTOM)
T . Joist Reinforcement
9 3/4" = 1'-0"
CONCRETE FOUNDATION
EXCAVATION
LIMIT
1'-0"
TYP.
I
SAW CUT
BOTTOM/FOOTING W.W.F.
1/8"
` SEE SCHEDULE = CONCRETE FLOOR SLAB
' ` N VAPOR
LEAN CONCRETE MIX BARRIER
ii - I -A,
J �
UJ ///2001�0/PSI En
___COMPACTED DRAINAGE
�U FILL #53 STONE
PROOF
ROLLED
SUITABLE BEARING MATERIAL SUBGRADE
T .Foundation Undercut Detail T �-Sawed�C�o ntrol Joint
14 3/8" = 1'-0" 10
CORNER BARS TO MATCH HORIZ. REINFORCING.
BAR LAP SHALL BE:
50 BAR DIAMETERS FOR #6 OR SMALLER,
UNLESS NOTED OTHERWISE.
60 BAR DIAMETERS FOR #7 OR LARGER,
UNLESS NOTED OTHERWISE.
HORIZ. REINF. IN FTG. & WALLS
CORNER BARS TO MATCH H^^"
BAR LAP SHALL BE:
50 BAR DIAMETERS FOR #6
UNLESS NOTED OTHERWISE
60 BAR DIAMETERS FOR #7
UNLESS NOTED OTHERWISE
HORIZ. REINF. IN FTG. & WAI
0100%5)Tvt2. Wall & Footing Comer Bar Detail
11
t 47
LO
0
0
CV
r
v
KEYED CONST, JOINT OR
PREFORMED METAL JOINT
W.W.F. CONCRETE FLOOR SLAB
VAPOR BARRIER
�p
------------ T, -7 770 COMPACTED DRAINAGE
�o v O Cl q FILL #53 STONE
(7 Cl �D '
IIIIIIIII IIIIIIIII — PROOF ROLLED
SUBGRADE
To. Construction Joint
1 1/2" = 1'-0"
TYP. SAWED OR
CONST. JOINT
BASE PLATE
AND COLUMN
1/4° EXPANSION
JOINT MAIL
;1Tvp. Column Isolation Joint
1" DIA. ROD
HEAVY HEX NUT
(TACK WELD)
1" Dia. Anchor Bolt Detail
1 1/2" = 1'-0"
`L W -SECTION
HSS10X10 COL.
2"
TYP. TOP & BOTT. PLATE
2"
TYP. TOP &
BOTT. PLATE
Tyip. Beam To Col. Moment Connx.
1"
EXTERIOR
WALK
OR DRIVE
2" RIGID INSULATION —
FOUNDATION WALL
(SEE SECTIONS)
gT .D')etail
INTERIOR CONCRETE
FLOOR SLAB
TOP/FLOOR SLAB ou
ELEV.= 100'-0"
TO ou
ELEV.= 99'-4"
COMPACTED DRAINAGE FILL
#4 DWLS. @ 1'-0" O.C.
2'-0"
oF—
(V
Entrances
/A\ A A/All MMA AKif�Lf'%M
HSSIOXIO Column Base Detail
0
1 1/4" DIA. ROD
HEAVY HEX NUT
(TACK WELD)
1 1/4" Dia. Anchor Bolt Detail
(4) 3/4" DIA. ANCHOR
BOLTS
4" 4"
I
1/4
+ +
+ + BASE PLATE 11"X11"X3/4"
HSS6X6 Column Base Detail
3/4" DIA. ROD
HEAVY HEX NUT
�J (TACK WELD)
3/4" Dia. Anchor Bolt Detail
Y
13/4" 1.
8 3/4" 8 3/4" 13/4"
I
(6) 1" DIA. ANCHOR
M BOLTS
+ BASE PLATE 11 "X21 "X 1 1/4"
v
M
- M
M
+ + �5/1
I
W14X61 Column Base Detail
MSKTD
& Associates, Inc.
ARCHITECTURE ENGINEERING INTERIOR DESIGN
1715 MAGNAVOX WAY 930 NORTH MERIDIAN
FORT WAYNE, IN 46804 INDIANAPOLIS, IN 46204
voice 260.432.9337 voice 317.917.1190
fax 260.436.2402 fax 317.822.6236
http://w\Aw.msktd.com
CERTIFICATION
\`\l�KR
V ••••••••••
__ �•.• �G1 S TER�c ••.� 4i
Q
>' 19500182
i * STATE OF :*
• SND I
L ANP •.•'
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
Revisions: Date: By:
SHEET TITLE
Typical Details
COMMISSION NUMBER DATE
MSKTD 5629 2-11-11
BUILD 65076
SHEET NUMBER
A .
0
6" v
NO WELD N
1"2"
2" cR
CL
co
n n_
n n
n n�
n co n=__
n u
n u
--
I n
I ILL == J
i�
ii
1/4
ii
11
1/4
i
NOTE:
DO NOT WELD BOTTOM PLATE
TO BEAM UNTIL APPLICATION OF
DEAD LOADS.
3/4" CAP PLATE
5/16" MOMENT PLATE
TOP & BOTTOM
WT4X10.5 OR EQUAL
TYP. SHEAR CONNX.
`L W -SECTION
HSS10X10 COL.
2"
TYP. TOP & BOTT. PLATE
2"
TYP. TOP &
BOTT. PLATE
Tyip. Beam To Col. Moment Connx.
1"
EXTERIOR
WALK
OR DRIVE
2" RIGID INSULATION —
FOUNDATION WALL
(SEE SECTIONS)
gT .D')etail
INTERIOR CONCRETE
FLOOR SLAB
TOP/FLOOR SLAB ou
ELEV.= 100'-0"
TO ou
ELEV.= 99'-4"
COMPACTED DRAINAGE FILL
#4 DWLS. @ 1'-0" O.C.
2'-0"
oF—
(V
Entrances
/A\ A A/All MMA AKif�Lf'%M
HSSIOXIO Column Base Detail
0
1 1/4" DIA. ROD
HEAVY HEX NUT
(TACK WELD)
1 1/4" Dia. Anchor Bolt Detail
(4) 3/4" DIA. ANCHOR
BOLTS
4" 4"
I
1/4
+ +
+ + BASE PLATE 11"X11"X3/4"
HSS6X6 Column Base Detail
3/4" DIA. ROD
HEAVY HEX NUT
�J (TACK WELD)
3/4" Dia. Anchor Bolt Detail
Y
13/4" 1.
8 3/4" 8 3/4" 13/4"
I
(6) 1" DIA. ANCHOR
M BOLTS
+ BASE PLATE 11 "X21 "X 1 1/4"
v
M
- M
M
+ + �5/1
I
W14X61 Column Base Detail
MSKTD
& Associates, Inc.
ARCHITECTURE ENGINEERING INTERIOR DESIGN
1715 MAGNAVOX WAY 930 NORTH MERIDIAN
FORT WAYNE, IN 46804 INDIANAPOLIS, IN 46204
voice 260.432.9337 voice 317.917.1190
fax 260.436.2402 fax 317.822.6236
http://w\Aw.msktd.com
CERTIFICATION
\`\l�KR
V ••••••••••
__ �•.• �G1 S TER�c ••.� 4i
Q
>' 19500182
i * STATE OF :*
• SND I
L ANP •.•'
The concepts, ideas, designs, plans, and details as
shown on this document are the sole property of
MSKTD & Associates, Inc., and were created,
developed and presented for use on this specific
project. None of the concepts, ideas, designs, plans,
and details shall be used by any person, firm, or
corporation for any purpose whatsoever, without the
expressed written consent of MSKTD & Associates,
Inc. The Owner shall be permitted to retain copies
for information and reference in connection with this
project.
Revisions: Date: By:
SHEET TITLE
Typical Details
COMMISSION NUMBER DATE
MSKTD 5629 2-11-11
BUILD 65076
SHEET NUMBER
A .