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FOOTING NOTES:
SOIL BEARING PRESSURE USED IN DESIGN 15 1,500 PSF AT WALL SPREAD FOOTINGS E THICKENED
SLABS. UN5UITABL.E SOILS WERE ENCOUNTERED ON SITE PER PRELIMINARY 501L INVESTIGATIVE
REPORT OF JUNE 11, 2004 BY ALT E WITZIG ENGINEERING, INC. UNDERCUTTING ( SOIL INPROVEMENT
5" AS COMPACTED STRUCTURAL FILL OR LEAN CONCRETE WILL BE REQUIRED IN AREAS WHERE
UNSUITABLE 5011.5 ARE ENCOUNTERED PURRING EXCAVATION. PROVIDE PROPER CUT, FILL, (
COMPACTION OF SOILS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ALL FOUNDATION
EXCAVATIONS SHALL BE INSPECTED BY A OUALIFIED GEOTECHNICAL ENGINEER PRIOR TO RACING
CONCRETE TO ENSURE THE ALLOWABLE 501L BEARING PRESSURES.
SEE SHEET 5TIOIFOR COMPLETE STRUCTURAL NOTES.
SEE SHEET ST 100 FOR FOOTING SCHEDULE.
5EE SHEET 5T400 F 5T401 FOR FOOTING DETAILS.
ALL POURED CONCRETE FOOTINGS TO BE 3000 PSI CONCRETE.
TYPICAL. EXTERIOR FROST WALL FOOTINGS TO BE 7-0' WIDE x 1'-3' DEEP W/ (2) - H6 CONTINUOUS BARS.
TYPICAL TOP OF FOOTING ELEVATION - 96-0. SEE DETAIL 1/5T400.
TYPICAL INTERIOR BLOCK WALL FOOTINGS TO BE 7-0' WIDE x 1'-0' DEEP W/ (2) - US CONTINUOUS BARS.
TYPICAL TOP OF FOOTING ELEVATION - 99'-4'.
TYPICAL 2x INTERIOR BEARING WALLS ( SHEAR WALLS TO HAVE THICKENED SLABS 1--0' WIDE x 1--0' DEEP
W/ (2) - 115 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 5' WIDE CONCRETE BLOCK. SEE DETAIL I ( 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 P51.
NOTE: FOUNDATION DIMENSIONS ARE NOMINAL. VERIFY MASONRY R.O. SIZES W/ PRODUCT MANUFACTURER
SHOP DRAWINGS.
INTERIOR SLAB ON GRADE NOTES:
TYPICAL 4' THICK. 3000 PSI CONCRETE SLAB ON GRADE W/ 6x6 - W I AxW 1.4 W.W.F. OR SYNTHETIC
FIDE25 ON 10 MIL VAPOR BARRIER ON 6' MIN. COMPACTED GRANULAR DRAINAGE FILL. A COMBINATION
OF CONSTRUCTION ( CONTROL JOINTS EACH WAY SHALL CREATE FLOOR PANELS OF 225 50. FT. MAX.
PROVIDE ISOLATION JOINTS BETWEEN SLAB ( STEEL COLUMNS. TYPICAL TOP OF SLAB ELEVATION - 100'-0-.
TYPICAL STRUCTURAL STOOPS Ca- ALL PUBLIC ENTRIES:
♦rINME♦SYNTHETIC FIBERS. PROVIDE DOWN ENTRYMUM TOTAL DEPTH) 4000 PSI CONCRETE • - •
OF SLAB. PITCH SLAD AWAY FROM BUILDING.
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1/8" PARTIAL FOOTING
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Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
41 4. 4 3 1. 3 7 3 1 T E L
4 1 4. 4 3 1. 0 5 3 1 F A X
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 l a n n i n g
REVISIONS
K
A 3
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL AN
THE SOLE PROPERTY OF AG ARCHITECT
LIRE, RIC. AND SHAII WOUI
NOT BE COPIED IN ANY FORM OR MANNER IHI
B WRITTEN AUTHORIZATION OF ITS DES#GNER/CREATOE
:1 DRAWN B7
c D F M.A.B.
H DATE
_01 AUG 2011
E PROJECT
_ 071101
SHEET NO.
& FOUNDATION PLAN SC210