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199-10
FOOTING NOTES:
SOIL SEARING PRESSURE USED IN DESIGN 15 1,500 P5F AT WALL SPREAD FOOTINGS E THICKENED
SLABS. UNSUITABLE SOILS WERE ENCOUNTERED ON SITE PER PRELIMINARY 501L INVESTIGATIVE
REPORT OF JUNE 11, 2004 BY ALT F WITZIG ENGINEERING, INC. UNDERCUTTING a SOIL INPROVEMENT
5" AS COMPACTED STRUCTURAL FILL OR LEAN CONCRETE WILL BE REQUIRED IN AREAS WHERE
UNSUITABLE SOILS ARE ENCOUNTERED PURRING EXCAVATION, PROVIDE PROPER CUT, FILL, F
COMPACTION OF SOILS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ALL FOUNDATION
EXCAVATIONS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO RACING
CONCRETE TO ENSURE THE ALLOWABLE SOIL BEARING PRESSURES.
SEE SHEET ST101 FOR COMPLETE STRUCTURAL NOTES.
SEE SHEET ST100 FOR FOOTING SCHEDULE.
SEE SHEET 5T400 E 5T401 FOR FOOTING DETAILS.
ALL POURED CONCRETE FOOTINGS TO BE 3000 P51 CONCRETE.
TYPICAL EXTERIOR F1205T WALL FOOTINGS TO BE 2'-0' WIDE x I'-3' DEEP W/ (2) - #6 CONTINUOUS BARS.
TYPICAL TOP OF FOOTING ELEVATION - 96-0'. SEE DETAIL I/5T400.
TYPICAL INTERIOR BLOCK WALL FOOTINGS TO BE 2'-0' WIDE x I' -O' DEEP W/ (2) - #5 CONTINUOUS BARS.
TYPICAL TOP OF FOOTING ELEVATION - 99'-4'.
TYPICAL 2x INTERIOR BEARING WALLS E SHEAR WALLS TO HAVE THICKENED 5LAB5 1'-0' WIDE x I'-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:
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TYPICAL EXTERIOR FROST WALLS TO BE 8' WIDE CONCRETE BLOCK. SEE DETAIL I E 3/6T400.
1414 UNDERWOOD AVE.
PROVIDE INTERIOR BLOCK WALLS A5 SHOWN ON PLANS, SEE DETAILS ON SHEET 5T400 FOR WALL REINFORCING. W A U W A T O S A , WI 53213
DOWEL ALL VERTICAL BARS INTO FOOTINGS WITH SAME SIZE STANDARD HOOK.
4 1 4. 4 3 1. 3 13 1 T E L
ALL CONCRETE BLOCK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150 P51. 414.431.0531 F A X
NOTE: FOUNDATION DIMENSIONS ARE NOMINAL. VERIFY MA50NRY RA. 51ZE5 W/ PRODUCT MANUFACTURER F WWW . A G A R C H . C O M
SHOP DRAWINGS.
A T c h i t e c t u T e
INTERIOR SLAB ON GRADE NOTES: E n g i n e e r i n g
P l a n n i n g
TYPICAL 4' THICK, 3000 P51 CONCRETE SLAB ON GRADE W/ bxb - W I.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 E CONTROL. JOINTS EACH WAY SHALL CREATE FLOOR PANELS OF 225 50. FT. MAX.
PROVIDE 15MATION JOINTS BETWEEN SLAB F STEEL COLUMNS. TYPICAL TOP OF SLAB ELEVATION - 100'-0'. REVISIONS
TYPICAL STRUCTURAL STOOPS Cad ALL PUBLIC ENTRIES:
VamMMAWWOR INDICATES 3q HAXIMUM TOTAL DEPTH) 4000 P51 CONC12ETE ENTRY SLAB W/
6g mom kwA
SEEN
'AN SYNTHETIC FIBERS. PROVIDE W/ bxb - W2.IxW2.I W.W.F. 7 DOWN F012M TOP
OF SLAB, PITCH SLAB AWAY F120M BUILDING.
OWNER,
TING
THIS DRAWING, nS DEEIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, RIC. AND SMALL
1 NOT RE COPIED w ANY FORM OR MANNER WTIHOUT
WRITTEN AUTHORIZATION OF TTS DESIGNER/CREATOR
B
DRAWN 67
JC D F M.A.B.
C H
DATE
G - 01 AUG 2011
E PROJECT
_ 071101
SHEET NO.
SS220
& FOUNDATION PLAN