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FOOTING NOTES:
TOIL BEARING PRESSURE USED IN DESIGN 15 1,500 P5F AT WALL SPREAD FOOTINGS t THICKENED
kABS. LOWTABL.E SOILS WERE ENCOUNTERED ON 51TE PER PRELIMINARY SOIL INVESTIGATIVE
SPORT OF JUNE 11, 2004 BY ALT t WITZIG ENGINEERING. INC. UNDERCUTTING t 501L INPROVEMENT
UCH AS COMPACTED STRUCTURAL FILL OR LEAN CONCRETE WILL BE REQUIRED IN AREAS WHERE
NSUITABLE SOILS ARE ENCOUNTERED PURRING EXCAVATION. PROVIDE PROPER CUT, FILL. t
:OMPACTION OF SOILS PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. ALL FOUNDATION
FXCAVATION5 SHALL BE INSPECTED BY A OUALIFIED GEOTECHNICAL ENGINEER PRIOR TO PLACING
,ONCRETE TO ENSURE THE ALLOWABLE 501L BEARING PRESSURES.
IEE SHEET ST101 FOR COMPLETE STRUCTURAL NOTES.
IEE 5HEET 5T100 FOR FOOTING SCHEDULE.
IEE SHEET 5T400 t 5T401 FOR FOOTING DETAILS.
CL POURED CONCRETE FOOTINGS TO BE 3000 PSI CONCRETE.
'YPICAL EXTERIOR F120ST WALL FOOTINGS TO BE 7-07 WIDE x 1'-3' DEEP W/ (2) - Nb CONTINUOUS BARS.
'YPICAL TOP OF FOOTING ELEVATION - 98'-0'. SEE DETAIL 1/5T400.
'YPICAL INTERIOR BLOCK WALL FOOTINGS TO BE 7-07 WIDE x 1'-0' DEEP W/ (2) - N5 CONTINUOUS BARS.
'YPICAL TOP OF FOOTING ELEVATION ■ 99'-4'.
'YPICAL 2x INTERIOR BEARING WALLS t SHEAR WALL5 TO HAVE THICKENED 5LAB5 1'-07 WIDE x 1'-0' DEEP
V (2) - N5 CONTINUOU5 BARS. TOP OF SLAB / FOOTING ELEVATION - 100'-0-. SEE DETAIL 2/5T400.
FEE DETAIL 10/5T400 FOR TYPICAL. THICKENED SLAB @ WOOD STIR BEARING WALL BESIDE BLOCK WALL.
=OUNDATION NOTES:
'YPICAL EXTERIOR FROST WALLS TO BE B- WIDE CONCRETE BLOCK. SEE DETAIL I t 3/5T400.
1ROVIPE INTERIOR BLOCK WALLS A5 SHOWN ON PLANS. SEE DETAILS ON SHEET 5T400 FOR WALL REINFORCING.
IONEL ALL VERTICAL BARS INTO FOOTINC75 WITH SAME SIZE STANDARD HOOK.
ILL CONCRETE BLOCK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150 P51.
LOTE: FOUNDATION DIMENSIONS ARE NOMINAL.. VERIFY MA50NIZY R.O. 51ZE5 W/ PRODUCT MANUFACTURER t
*HOP DRAWINGS.
NTERIOR SLAB ON GRADE NOTES:
'YPICAL 4' THICK, 3000 PSI CONCRETE SLAB ON GRADE W/ bxb - W I.4xW 1.4 W.W.F. OR SYNTHETIC
IBERS ON 10 MIL VAPOR BARRIER ON 6- MIN. COMPACTED GRANULAR DRAINAGE FILL. A COMBINATION
>F CONSTRUCTION t CONTROL. JOINTS EACH WAY SHALL CREATE FLOOR PANELS OF 225 50. FT. MAX.
IROVIOE 15MATION JOINTS BETWEEN SLAB t STEEL COLUMNS. TYPICAL TOP OF SLAB ELEVATION - 100'-0'.
TYPICAL STRUCTURAL STOOPS Ca, ALL PUBLIC ENTRIES:
W 111 11*11 W, 'W'l INDICATES _W (I�WIMUM TOTAL DEPTH) 4000 1251 CONCRE EN Y W/
WWWWWWWN TE TR SLAB
I" "w"W"w, SYNTHETIC FIBERS. PROVIDE W/ bxb - W2. IxW2.1 W.W.F. 2' DOWN F012M TOP
Nol"will,
OF SLAB. PITCH SLAB AWAY FROM BUILDING.
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Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
4 1 4. 4 3 1. 3 1 3 1 T E L
414.431 .0531 FAX
WWW . A G A R C H. C O M
A r c h i t e c t u r e
E n g i n e e r i n g
P I a n n i n g
REVISIONS
K
A THIS DRAWING, TTS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOU PROPERTY OF AG ARCHITECNRE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
B WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
::1 DRAWN BY
C
D F M.A.B.
H
DATE
G _01 AUG 2011
E PROJECT
_ 071101
SHEET NO.
SC1/8" PARTIAL FOOTING & FOUNDATION PLAN30
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Ul
C
JE
Al
T U:
r.............................................
FOOTING NOTES:
TOIL BEARING PRESSURE USED IN DESIGN 15 1,500 P5F AT WALL SPREAD FOOTINGS t THICKENED
kABS. LOWTABL.E SOILS WERE ENCOUNTERED ON 51TE PER PRELIMINARY SOIL INVESTIGATIVE
SPORT OF JUNE 11, 2004 BY ALT t WITZIG ENGINEERING. INC. UNDERCUTTING t 501L INPROVEMENT
UCH AS COMPACTED STRUCTURAL FILL OR LEAN CONCRETE WILL BE REQUIRED IN AREAS WHERE
NSUITABLE SOILS ARE ENCOUNTERED PURRING EXCAVATION. PROVIDE PROPER CUT, FILL. t
:OMPACTION OF SOILS PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. ALL FOUNDATION
FXCAVATION5 SHALL BE INSPECTED BY A OUALIFIED GEOTECHNICAL ENGINEER PRIOR TO PLACING
,ONCRETE TO ENSURE THE ALLOWABLE 501L BEARING PRESSURES.
IEE SHEET ST101 FOR COMPLETE STRUCTURAL NOTES.
IEE 5HEET 5T100 FOR FOOTING SCHEDULE.
IEE SHEET 5T400 t 5T401 FOR FOOTING DETAILS.
CL POURED CONCRETE FOOTINGS TO BE 3000 PSI CONCRETE.
'YPICAL EXTERIOR F120ST WALL FOOTINGS TO BE 7-07 WIDE x 1'-3' DEEP W/ (2) - Nb CONTINUOUS BARS.
'YPICAL TOP OF FOOTING ELEVATION - 98'-0'. SEE DETAIL 1/5T400.
'YPICAL INTERIOR BLOCK WALL FOOTINGS TO BE 7-07 WIDE x 1'-0' DEEP W/ (2) - N5 CONTINUOUS BARS.
'YPICAL TOP OF FOOTING ELEVATION ■ 99'-4'.
'YPICAL 2x INTERIOR BEARING WALLS t SHEAR WALL5 TO HAVE THICKENED 5LAB5 1'-07 WIDE x 1'-0' DEEP
V (2) - N5 CONTINUOU5 BARS. TOP OF SLAB / FOOTING ELEVATION - 100'-0-. SEE DETAIL 2/5T400.
FEE DETAIL 10/5T400 FOR TYPICAL. THICKENED SLAB @ WOOD STIR BEARING WALL BESIDE BLOCK WALL.
=OUNDATION NOTES:
'YPICAL EXTERIOR FROST WALLS TO BE B- WIDE CONCRETE BLOCK. SEE DETAIL I t 3/5T400.
1ROVIPE INTERIOR BLOCK WALLS A5 SHOWN ON PLANS. SEE DETAILS ON SHEET 5T400 FOR WALL REINFORCING.
IONEL ALL VERTICAL BARS INTO FOOTINC75 WITH SAME SIZE STANDARD HOOK.
ILL CONCRETE BLOCK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150 P51.
LOTE: FOUNDATION DIMENSIONS ARE NOMINAL.. VERIFY MA50NIZY R.O. 51ZE5 W/ PRODUCT MANUFACTURER t
*HOP DRAWINGS.
NTERIOR SLAB ON GRADE NOTES:
'YPICAL 4' THICK, 3000 PSI CONCRETE SLAB ON GRADE W/ bxb - W I.4xW 1.4 W.W.F. OR SYNTHETIC
IBERS ON 10 MIL VAPOR BARRIER ON 6- MIN. COMPACTED GRANULAR DRAINAGE FILL. A COMBINATION
>F CONSTRUCTION t CONTROL. JOINTS EACH WAY SHALL CREATE FLOOR PANELS OF 225 50. FT. MAX.
IROVIOE 15MATION JOINTS BETWEEN SLAB t STEEL COLUMNS. TYPICAL TOP OF SLAB ELEVATION - 100'-0'.
TYPICAL STRUCTURAL STOOPS Ca, ALL PUBLIC ENTRIES:
W 111 11*11 W, 'W'l INDICATES _W (I�WIMUM TOTAL DEPTH) 4000 1251 CONCRE EN Y W/
WWWWWWWN TE TR SLAB
I" "w"W"w, SYNTHETIC FIBERS. PROVIDE W/ bxb - W2. IxW2.1 W.W.F. 2' DOWN F012M TOP
Nol"will,
OF SLAB. PITCH SLAB AWAY FROM BUILDING.
a�
U
W
E
a�
s
ATM
C
to
rZ
E
M
U
Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
4 1 4. 4 3 1. 3 1 3 1 T E L
414.431 .0531 FAX
WWW . A G A R C H. C O M
A r c h i t e c t u r e
E n g i n e e r i n g
P I a n n i n g
REVISIONS
K
A THIS DRAWING, TTS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOU PROPERTY OF AG ARCHITECNRE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
B WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
::1 DRAWN BY
C
D F M.A.B.
H
DATE
G _01 AUG 2011
E PROJECT
_ 071101
SHEET NO.
SC1/8" PARTIAL FOOTING & FOUNDATION PLAN30