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FOOTING
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FOOTING NOTES:
SOIL BEARING PRESSURE USED IN DESIGN 15 1,500 PSF AT WALL SPREAD FOOTINGS E THICKENED
SLABS. UNSUITABLE SOILS WERE ENCOUNTERED ON SITE PER PRELIMINARY SOIL INVESTIGATIVE
REPORT OF JUNE 11, 2004 BY ALT t WITZIG ENGINEERING, INC. UNDERCUTTING t SOIL INPROVEMENT
5” A5 COMPACTED STRUCTURAL FILL OR LEAN CONCRETE WILL BE 12EOUIRW IN AREAS WHERE
UNSUITABLE SOILS ARE ENCOUNTERED DURRING EXCAVATION. PROVIDE PROPER CUT, FILL, t
COMPACTION OF SOILS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ALL FOUNDATION
EXCAVATIONS SHALL BE INSPECTED BY A OUALIFIED GEOTECHNICAL ENGINEER PRIOR TO PLACING
CONCRETE TO ENSURE THE ALLOWABLE SOIL BEARING PRESSURES.
SEE SHEET 5T 101 FOR COMPLETE STRUCTURAL NOTES.
SEE SHEET ST100 FOR FOOTING SCHEDULE.
SEE SHEET ST400 t 5T401 FOR FOOTING DETAILS.
ALL POURED CONCRETE FOOTINGS TO BE 3000 PSI CONCRETE.
TYPICAL EXTERIOR FROST WALL FOOTINGS TO BE 2--O' WIDE x 1'-3' DEEP W/ (2) - #6 CONTINUOUS BARS.
TYPICAL TOP OF FOOTING ELEVATION ■ 95'-07. SEE DETAIL I/5T400.
TYPICAL INTERIOR BLOCK WALL FOOTINGS TO BE 7-0' WIDE x I'AY DEEP W/ (2) - #5 CONTINUOUS BARS.
TYPICAL TOP OF FOOTING ELEVATION • 99'4'.
TYPICAL 2x INTERIOR BEARING WALLS t SHEAR WALLS TO HAVE THICKENED 5LAB5 I' -a WIDE x 1'-0' DEEP
W/ (2) - #5 CONTINUOUS BARS. TOP OF SLAB / FOOTING ELEVATION - 100'-0-. SEE DETAIL 2/5T400.
SEE DETAIL 10/5T400 FOR TYPICAL THICKENED SLAB @ WOOD STUD BEARING WALL BESIDE BLOCK WALL.
FOUNDATION NOTES:
TYPICAL EXTERIOR FROST WALLS TO BE B7 WIDE CONCRETE BLOCK, SEE DETAIL I t 3/5T400.
PROVIDE INTERIOR BLOCK WALLS AS SHOWN ON PLANS. SEE DETAILS ON SHEET 5T400 FOR WALL REINFORCING.
DOWEL ALL VERTICAL BARS INTO FOOTINGS WITH SAME SIZE STANDARD HOOK.
ALL CONCRETE BLOCK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150 PSI.
NOTE: FOUNDATION DIMENSIONS ARE NOMINAL. VERIFY MA50NRY R.O. 51ZE5 W/ PRODUCT MANUFACTURER t
SHOP DRAWINGS.
INTERIOR SLAB ON GRADE NOTES:
TYPICAL 4' THICK, 3000 PSI CONCRETE SLAB ON GRADE W/ bxb - W 1.4xW 1.4 W.W.F. OR SYNTHETIC
FIBERS ON 10 MIL VAPOR BARRIER ON 6 MIN. COMPACTED GRANULAR DRAINAGE FILL. A COMBINATION
OF CONSTRUCTION t CONTROL JOINTS EACH WAY SHALL CREATE FLOOR PANELS OF 225 50. FT. MAX.
PROVIDE ISOLATION JOINTS BETWEEN 5LAB t STEEL COLUMNS. TYPICAL TOP OF SLAB ELEVATION ■ 10(Y -O'.
TYPICAL STRUCTURAL STOOPS P- ALL PUBLIC ENTRIES:
INDICATES 39' (MAXIMUM TOTAL DEPTH) 4000 PSI CONCRETE ENTRY SLAB W/
SYNTHETIC FIBERS. PROVIDE W/ bxb - W2.IxW2.1 W.W.F. 2' DOWN FORM TOP
OF SLAB. PITCH SLAB AWAY FROM BUILDING.
B
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1/8" PARTIAL FOOTING & FOUNDATION
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Architecture
1414 UNDERWOODAVE.
WAUWATOSA, WI 5 321
414.431.3131 T E L
414.431.0531 F A X
WWW . A G A R C H. C O M
A r c h it e c t u r e
E n g i n e e r i n g
P l a n n i n g
REVISIONS
K
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTT OF AG ARCHITECTURE, WK. AND SHALL
1 NOT RE COWED IN ANY FORM OR MANNER WITHOUT
w WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
F M.A.B.
H
DATE
G _01 AUG 2011
PROJECT
_ 071101
SHEET NO.
SC220
PLAN COMMONS