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BASE PLATE
FINISHED FLOOR
SEE PLAN FOR WALL
THICKNESS AND
REINFORCEMENT
2' -0' X 1' 0' CONCRETE
FOOTING W/ 3-•5
3 ATYPICAL WALL SECTION
371'-4'
135, -0,
2-3/4' CIA.
ANCHOR BOLTS
1/4' LEVELING I1I.ATE
3/4' 6000 FS: GRGUT
CONCRETE PIER 16' X 16'
•3 e8'
— — -- 4 •5 DOWELS
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FOOTING
SCHEDULE
MARK
SIZE
R` NEORCE MENli-
COLUMN AND FOOTING
3 /4'XI1'X0'-1I' 1/4' EXPANSION MATERIAL
BASE PLATE -
4 -3/4' CIA.
ANCHOR BO! TS
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1/4' LEVELING PLATE
• 3/4' 6000 PSI GROUT
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1 TYPICAL INTERIOR FOOTING
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GENERAL NOTESi
1. BUILDING CODES,
UNIFORM BUILDING CODE, 1991 WITH INDIANA AMENDMENTS
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, ASD 9TH EDITION
AMERICAN CONCRETE INSTITUTE, 318 -89
2. DESIGN LOADS:
FLOOR LIVE LOAD 100 PSF CORRIDORS
ROOF LIVE LOAD 30 PSF
WIND LOAD BASIC WIND SPEED -80 MPH, EXPOSURE C
SEISMIC LOAD ZONE 1, OCCUPANCY IV
MECHANICAL UNITS CONSULT WITH MECHANICAL CONTRACTOR
4. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY BRACING
UNTIL THE PERMANENT BRACING IS IN PLACE.
5. ALL CONTRACTORS ARE REGUIRED TO COORDINATE THEIR WORK WITH ALL
DISCIPLINES TO AVOID CONFLICTS. SEE MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SIZE. AND QUANTITY OF
OPENINGS, SLAB REQUIREMENTS AND LINTELS.
FOUNDATION NOTES:
I. ALLOWABLE SOIL BEARING PRESSURE 1500 PSF.
2. FOOTINGS ARE TO BE PLACED ON UNDISTURBED SOIL OR ENGINEERED FILL.
3. ENGINEERED FILL SHALL BE FREE OF ORGANIC MATERIAL, ROCKS LARGER THAN 2
INCHES, CLAY WITH A PI NOT GREATER THAN 15 AND SHALL BE COMPACTED TO A,
MINIMUM DRY DENSITY OF 95Z OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY
ASTM- D1557, AND PLACED IN 8 INCH LIFTr.
4. GRANULAR MATERIAL IS SCIL WITH A ROUNDED SHAPE, FREE OF ORGANIC AND
CLAY MATERIAL WITH MAXIMUM SIZE AGGREGATE 10 BE 3/8',
5. CONTRACTOR IS TO RETAIN A SOILS ENGINEER TO VERIFY BEARING CAPACITY
OF SOIL.
CONCRETE NOTES:
1. ALL CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS:
FOOTINGS, BASEMENT WALLS 3000 PSI WITH 2 % AIR ENTRAINMENT
EXTERIOR SLABS 4000 PSI WITH 6 % AIR ENTRAINMENT
INTERIOR SLABS 3000 PSI WITH ,, % AIR ENTRAINMENT
2. ALL REINFORCING STEEL SHALL BE ASTM A -615 GRADE 60. Ai_, WELOED WIRE FABRIC
SHALL BE ASTM A 185 WITH YIELD OF 65 KSI.
3. ALL CONCRETE SHALL USE TYPE T PORTLAND CEMENT,
4. PROVIDE SLEEVES FOR ALL 'OPENINGS IN GRADE BEAMS, TO SE°ARATF PIPE FROM
CONCRETE..
5. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301,
SPECIFICATIONS FOR STRUCTURAL CONCRETE FUR BUILDINGS.
6. PROVIDE I' DEEP BY 1/4' WIDE CONTROL JOINTS AT 15 FEET iN SLABc, CN GRADE.
FILL JOINT WITH EPOLITH BY SONNEBORN OR EQUAL.
7. PROVIDE 3/4' CHAMFERS ON ALL EXPOSED EDGES OF CONCRETE.
8. MINIMUM CONCRETE COVER OVER REINFORCEMENT IS AS FOLLOWS,
UNLESS NOTED OTHERWISE,
VCRETE CAST AGAINST EARTH -- --------- ---- -- 3'
VCRETE EXPOSED TO EARTH OR WEATHER - -- -- 2'
TERIOR CONCRETE SLAGS — -- 3/4'
KEYS SHALL BE 1 112' DEEP AND 3 112' WIDE,
TES:
SONRY SHALL HAVE 28 DAY COMPRESSIVE STRENGTHS EOIIAt- TO 1900 PSI.
1NFORCING STEEL (03 BAR AND LARGER) SHALL BE ASTM A -615 GRADE 60,
LENGTH SHALL EQUAL 40 BAR DIAMETERS. ALL HORIZONTAL JOINT
RCEMENT SHALL BE COLD -DRAWN WIRE COMPLYING WITH ASTM A -8' AND
IZED.
RTAR SHALL BE TYPE S. CHLORIDE ADMIXTURES WILL NOT BE PERMITTED.
DUT SHALL HAVE 28 DAY COMPRESSIVE STRENGTHS EJUAI. TO 3000 PSI AND
P OF 9 INCHES.
SONRY BLOCK SHALL BE PLACED IN A RUNNING BOND PATTERN.
RCEMENT SHALL BE DISCONTINUOUS AT CONTROL JOINTS.
•9 WIRE, TRUSS TYPE, HORIZONTAL JOINT P.EINFORCFMEN' AT 16 INCHES
ALLY IN ALL MASONRY BLOCK WALLS.
GROUT IN MASONRY BLOCK BELOW ALL BEAMS AND LINfFL I'�ROUT TWO
S BELOW BEARING MEMBER VERTICALLY AND, LENGTH OF HEARING MEMBER PLUS
ON EACH SIDE HORIZONTALLY.
THE FOLLOWING LINTELS FOR ALL OPENINGS IN BRICK AND BLOCK UNLESS
OTHERWISE:
RY B OCK: GROU._j BOND BEAM WIT 2-•5 BOTTOM FOR SPAN` - UP TO 6'-4'
ST CONCRETE: MULTIPLES OF 4' WIDE, 8' DEEP WITH 1 •5 TOa AND BOTTOM
PANS UP TO 6'-4', TEXTURE TO MATCH ADJACENT MASONRY AND SCORED.
PTE TO HAVE COMPRESSIVE STRENGTH OF 3000 PSI.
ANGLE, PAINTED STEE,_ ANGLES USING THE FOLLOWING SCHE5uL.E,
OPENING ANGLE
L3 1/2X3 1 /2X 5/15
5' -0' TO 6' -8" L5X3 112X 5/16 (LLV)
6'-8' TO 10' -0' L6X3 1/2X 3/8 11LV1
r=lANGE: WBX15 WITH 5/16' BOTTOM PLATE WELDED TO W6 ANE, PAINTEF;, FOR
UP TD 1'Z' 0'. WIDTH OF BOTTOM, PLATE TO EQUAL WALL THICKNESS MINI$
STEEL NG "E
R'�CTURk STE ___ S4GL_ CON -ORM TG _=i C�^LLOWTNG:
D SHAPES ASTM A36
OP AND FIELD WE' -DS SHALL BE MADE `WITH E710 ELECTRODES.
_EL SHALL BE PAINTED.
EEVE A:N'HOPS SI~AL� S i12' DIAME ER SLEEVE ANCHOf i BOLT
ER AS MANUFAC URED BY HT L'. OR EO_AL. ALLOWABLE TENS !�r)N IS Si0
ptiD ALLOWABLE S R IC ?3e -'O`uNDS.
=]0� DECK SNAL � 1 iiL DEED. J? GA F, 'v? B, AN�� �iNTED Ati1
TO S97 Ja_..IFIl� iUNQ
`SETA_ P:DOF DECK 'W i TH 5/8' P;,* _DOLE 'WELDS AT '2' OR WITH
°''nL DE K ATTACHED ANGLES
H 5/8' DIA, PUDLE wE`_DS AT 12'
�3X 1/4 WITH 112"
+. SLEEVE ANCHQR�, 4
TOP TWO COURSES F -LED
WITH GROUT
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s SECT ION DATE ISSUED
_ 1 SCALE, 3/4' =!'-0' APRIL- 24, I995
REVISED
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SHEET N J M B E
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NO 5CAL -6 OF 5