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FINISHED FLOOR ELEVATION 0 100' -0'
?) TANTERIOR FOOTING 0 99' -4'
3) T/EX"TERIOR FOOTING *
4) T/ FOOTING ELEVATION TO MATC44
EXISTING FOOTINCs ELEVATION
1' -4'
8' I- 8' 8'
o I
z
SHIMS AND LEVELM NUTS
(4) 3/4' DIA X 1' -4'
ANCHOR 5MTS (A369)
U4EX NUTS 4 Ui4%gM
CLEXISITING s EA END
SECTION
4, O
z
•, 5.., .. e� � '' �-' � •mil. •.
-_. - . .
SLAB CONTROL JOINT
SMOOTH % BARS
s 16' O.G.
'- EDGE OF BOTH
SLABS
SLAB CONSTRUCTION JOINT
FOOTING SCHEDULE
MIRK
SIZE (Wx0)
REINF.
Fl
11-0'x2'-O'
L
F2
4'- 0'x4'- 0'xl' -6'
EXISTING
STEEL COL. J
F3
— — —
HAIRPIN BAR
F4
BASE PLATE
I_% E.W. 80T.
F5
9'- 0'x4'- 0'x1' -6'
% 10 8' OC E.W. 80T.
F6
I
EA. COL. BASE
°
(1) 4' CMU a EA. SI DE OF
° C
I i
v
FRAME CENTER
TOTAL OF (2) 4' *U'S
° ° a
4
EA. FRAME
.Q.
�I I
�--- -1
I
(
NEW CONCRETE °
PIER
EXISTING
0 o
PEDISTAL ANI
° O O o O
O O "- O•
(3�a3 TIES A.1
FOOTING
TOP d
I
I
NEW ( (ELEVATION 2' 2' CLEAR ° 2' CLEAR
COLUMN, BASE f- ATE
PER PLAN)
AND ANCHOR 150 .TS BY
METAL BLOCs MAJ R
V ° .4A ° ° ° ° f °
so-
II
FTG. PER PLAN
ALIGN
6'
DRILL AND EPDXY
REBAR
TYP.
BLDG. FRAME
FOUNDATION
DETAIL-
HAIRPEN
DETAIL
SCALE: 3/4" = 1' -0"
4, O
z
•, 5.., .. e� � '' �-' � •mil. •.
-_. - . .
SLAB CONTROL JOINT
SMOOTH % BARS
s 16' O.G.
'- EDGE OF BOTH
SLABS
SLAB CONSTRUCTION JOINT
FOOTING SCHEDULE
MIRK
SIZE (Wx0)
REINF.
Fl
11-0'x2'-O'
I -"6 E.W. BOT.
F2
4'- 0'x4'- 0'xl' -6'
4 -45 EIU, BOT.
F3
6'- 0'x4'- 0'x1' -6'
'5 6 12' O .C. E.W. 80T.
F4
I_% E.W. 80T.
F5
9'- 0'x4'- 0'x1' -6'
% 10 8' OC E.W. 80T.
F6
3'- 0'x3'- 0'xl' -0'
4 -05 E.W. BOT.
NU I t: I Ht: tx15T1NGs FOOTING 51ZE5 SHOWN ARE FOR GRAPHIC
PURPOSES ONLY AND MUST BE VERIFIED IN THE FIELD.
PIER SCHEDULE
ARK
PIER SIZE (WxO)
VERT. REINF.
Pi
11-0'x2'-O'
6 -*'I VERT.
P2
1'- 0'x1' -0'
4 -01 VERT.
STEEL COL. W/ BASE
PLATE 4 A.B. BY METAL
BUILDING SUPPLIER
VERT. PIER REM.
co
HAIRPIN BAR
CONC. PIER
AT 12' VERTICAL
•3 TIES s 12' O.G.
v -
°
aA
° C
v
4
.Q.
v 4 .. O
° 4
° O O o O
O O "- O•
Q ,°
PAD REINF.
PIER DETAIL CONC. PAD
SCALE: 3/4" = 1' -0"
4' CONC. SLAB ON
VAPOR BARRIER AND
4' COMP. GRANULAR FILL
z— EXPANSION JOINT
- s
8' C" LU- FOUNDATION
WALL
15 BARS 9 48'0.C.
- 2' PERIMETER INSULATION
— (2) 04 BARS CONT.
CONCRETE FOOTING
FDTN. DETAIL
SCALE: 3/4" = 1' -0"
NOTES:
I. TOP OF FOOTING ELEVATION
2. TOP OF SLAB ELEVATION
DESIGN CRITERIA
A SOIL INFORMATION
A55t TED ALLOWABLE NET BEARING PRESSURE 2000PSF
B. CONCRETE - SLAB
COMPRESSIVE STRENGTH AT 28 DAYS
MAXIMUM WATER/CEMENT RATIO (EXT.) 44000PSI
MAXIMUM WATER/CEMENT RATIO (INT.) So
MAXIMUM SLUMP 4 INCHES
FOUNDATIONS
COMPRESSIVE STRENGTH AT 28 DAYS
MAXIMUM WATERICEMENT RATIO (EXT -)
MAXIMUM WATER/CEMENT RATIO (INT.)
MAXIMUM SLUMP
C. REINFORCING STEEL
FIBERGLASS MESH REINFORCEMENT
DEFORMED BARS
D. MISCELLANEOUS METAL:
STEEL SHAPES, BARS AND PLATES
FOUNDATIONS ANCHOR BOLTS
43000PS1
4 INCHES
NYCON
A61 GRADE 60
I. FOOTING5 NOT SUPPORTED BY ENGINEERED FILL SHOULD
FIRM, UNDISTURBED MATERIAL. IF UNSUITABLE MATERIAL
ENCOUNTERED, REESTABLISH THE BEARING ELEVATION
FOOTING BY LOCALIZED UNDERCUTTING, AND FILLING WIT
SUITABLE GRANULAR MATERIAL OR LEAN CONCRETE.
is
BEAR ON
�F THE
2. CENTER ALL COLUMN AND WALL FOOTINGS UNDER THE COLUMN OR
WALL ABOVE UNLESS OTHERWISE INDICATED.
3. COMPACTED COMMERICAL 153 STONE.
COMPACT TO 95% MODIFIED PROCTOR
I. CONCRETE
THE MIXING, HANDLING PLACING AND CURING OF CONCRETE SHALL
BE IN ACCORDANCE KITH THE ACI 'BUILDING CODE REQUIREMENTS
FOR REINFORCED CONCRETE' (ACI 318 -83).
2. FINISHES
A INTERIOR SLABS - HARD TROWEL FINISH
B. EXTERIORS SLABS - BROOM FINISH
C. FORMED SURFACES:
I. EXPOSED TO PUBLIC VIEW - SMOOTH FORM FIN15H
2. NOT EXPOSED TO PUBLIC VIEW - ROUGH FORM FN15H
3. ALL EXTERIOR CONCRETE SHALL BE AIR - ENTRAINED (6% 4/- 1%)
4. SEALER - KURE -N -SEAL OR EQUAL
5. REINFORCING STEEL
A ALL REINFORCING STEEL BENDS, HOOKS LAP SPLICES AND CONC.
COVER SHALL CONFORM TO THE ACI 'BUILDING CODE REQT'S FOR
REINFORCED CONC. (ACI 318 -95) UNLESS OTHERWISE INDICATED.
B. PROVIDE CLASS B TENSION LAP SPLICES FOR ALL HORIZONTAL
WALL REINFORCEMENT UNLESS OTHERWISE INDICATED.
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CONSTRUCTION DRAWINGS
FEWRARY 19, 2002
REVISION&
QREVISION
QREVISION
A3 LION
QDEVIATE
REVISION
5 DATE
PLOT DATE: NA
DRAWN BY:
CHECKED BY: R McGILL
PROJECT NUMBER: 02 -0096
FOUNDATION
PLAN
F101
THESE DRAWINGS ARE GIVEN IN CONFIDENCE
AND SHALL BE U5ED ONLY IN PURSUANT TO THE
AGREEMENT WITH
PETERSON ARCHITECTURE, P.C.
NO OTHER USE OR DUPLICATION MAY BE MADE
WITHOUT THE PRIOR WRITTEN CONSENT OF
PETERSON ARCHITECTURE, P.C.
ALL OTHER COPYRIGHT AND COMMON LAW
RIGHTS ARE HEREBY SPECIFICALLY RESERVED.