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18" WIDE x 24" LONG CONCRETE 2
PIER CENTERED ON COLUMN
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FOUNDATION PLAN
SCALE: 1/If = V4
--- 1 -
GENERAL NOTES:
O ALL INTERIOR DIMENSIONS ARE REFERENCED FROM THE INSIDE FACE OF THE CONCRETE
BLOCK WALLS.
O ALL FLOOR SLABS ARE TO BE 4" THICK 4,000 PSI CONCRETE.
O ALL FLOOR SLABS ARE TO BE PLACED OVER A 10 MIL VAPOR BARRIER AND 4"
OF COMPACTED STONE.
O ALL CONCRETE FOOTERS SHALL BE 4,000 PSI CONCRETE WITH SPECIFIED
REINFORCEMENT. REINFORCEMENT STEEL SHALL BE ACCURATELY POSITIONED AS SHOWN
ON DRAWINGS WITH A MINIMUM DISTANCE FROM THE FORM OF 3" FOR FOOTINGS. SPLICES
IN REINFORCEMENT SHALL PROVIDE SUFFICIENT LAP TO TRANSFER THE STRESS. AT POINTS
WHERE BARS LAP OR SPLICE, A MINIMUM LAP OF 30 BAR DIAMETERS SHALL BE PROVIDED,
UNLESS OTHERWISE NOTED. (SEE DRAWING #S -2 FOR DETAILS.)
O ALL CORES IN FOUNDATION STEM WALL SHALL BE FILLED FROM TOP OF FOOTER TO
FINISHED FLOOR LEVEL WITH 4,000 PSI GROUT.
O ALL REINFORCEMENT IN PILASTERS SHALL BE CONTINUOUS FROM FOOTER
REINFORCEMENT TO TOP OF MASONRY. REINFORCEMENT TO TIE INTO BOND BEAMS.
REINFORCEMENT TO COMPLY WITH A.S.T.M. - A615., CURRENT STANDARD.
ALL WELDED WIRE FABRIC TO COMPLY WITH A.S.T.M. 185, CURRENT STANDARD.
O 8" DUR -O -WALL MASONRY REINFORCEMENT TO BE PLACED IN THE FIRST TWO COURSES,
EVERY OTHER COURSE THEREAFTER, AND THE LAST TWO COURSES BEGINNING AT THE
FOOTER. REINFORCEMENT SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS.
O BOND BEAM SHALL BE CONTINUOUS AROUND ENTIRE PERIMETER OF BUILDING.
REINFORCEMENT IN BOND BEAM SHALL BE CONTINUOUS THROUGH CONTROL JOINTS.
O ALL FOOTINGS SHALL BE CENTERED ON COLUMNS AND WALLS UNLESS NOTED OTHERWISE.
O CONDUIT PENETRATION THROUGH CONTINUOUS FOUNDATION WALL SHALL BE GROUPED AND ROUTED
THROUGH SINGLE CONDUIT CHASE. REFER TO TYPICAL DETAIL ON DRAWING #S -2. REFER TO
SITE LAYOUT FOR PROPER LOCATION OF CHASE.
O EXTERIOR BLOCK WALL CORES NOT INDICATED FOR REINFORCING SHALL BE POURED FULL
OF PERLITE GRANULAR INSULATION PRIOR TO PLACEMENT OF BOND BEAMS.
CONSTRUCTION NOTES: CD--"
1. MAINTAIN 1" MINIMUM CLEARANCE AROUND ALL SIDES BETWEEN COLUMN AND MASONRY /FRAMING.
2. COLUMN FOOTER IS NOT CENTERED WITH BUILDING FOOTER.
3. PILASTER TO BE CONTINUOUS FROM FOOTING TO 3' -4" A.F.F.
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W1 6X40 LINTEL
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NOTE. ALL BLOCK CORES ABOVE LINTEL
Lil TWO (2) 3" ANGLES 14" x LONG (ONE 2 1 /2" x 5/16"
BEAM 3" x 2" x 3/8" ANGLE TO BE GROUTED FULL. #4 X 5" LONG REBARS WELDED TO BEAM, 16" C/C x 8" LONG CLIP ANGLE, EACH SIDE OF BEAM WEB)
WELD TO COLUMN g" WITH FOUR (4) 3/4" DIA.
/ SEE BEAM CONNECTION I TIE BOND BEAM AND LINTEL TOGETHER USING WITH 1 /4" FILLET A325 BOLTS. WEELD TO
SEAL CONTROL JOINT DETAIL 'HIS SHEET #4 REBARS - GROUT CELLS WELD. 2" LEG TO E COLUMN WITH 1/4' FILLET.
BOND BEAM WITH TWO BE CUT TO 1 112 ".
#4 BARS CONTINUOUS
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1/T +- - -- -- - -- - -- --=--- L--- -4 - - -� -- - - -- -- - -- -- --- r-- J- - -1 - -T - SCALE 1 1/ = 1 -d -� SCALE 1 1 = 1'-d
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PLATE WELDED TO BEAM ANCHOR
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1 I PLATE TO MASONRY WITH TWO COLUMN BASE PLATE / CONSTRUCTION DETAIL -I -� I I z �-
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112* DIA. x 16" LONG STEEL SEE DETAIL AT RIGHT IS IDENTICAL TO °
OPPOSITE END OF LINTEL -��- - +-- -- -o -- 1/4 E,p•;;
�r - -�- r_F I I- RODS WELDED TO PLATE (TYP.). I I w 1
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1 i i i REINFORCED MASONRY f
- - -1 - -- - 18" WIDE PIER AT 1" NON- SHRINKING 174II6
COLUMN BEARING GROUT MIN.
1 /4" T 1 STEEL TUBULAR COLUMN b ..
(MIN.) 0'-� FNiSFED 1996 EMRO MARKETING COMPANY s STATE-AT
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FOR. DIAM. X 4 HOLES
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518" PLATE MATERIAL (A36)
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— — — — — — — — — N0. REVISIOKs
— — — — — — Bo,> arc To FOUNDATION PLAN
4 BARS AT s" C/C 14 BARS AT 6" C/C OR AS ear cooE COLUMN BASE PLATE DETAIL
EACH WAY (TYP.) REAR ISLAND STORE
CH WAY (TYP.) SCALE 1 1 /2r = 1'-rl 44' -$� X64 � -�
FOUR ANCHOR BOLTS
12" LONG WITH 1" HOOK (6) - 6 BARS VERTICALLY
3/4" DIAM. WITH DOUBLE NUTS WITH (2 ) - 13 BARS WRAPPING HORIZONTALLY LM FUND BURDING
HOLD STEEL T MIN. FROM PIER SURFACES
SCALE 1 4 =1 ' -0 DATE F1N.E 45-&
A LINTEL BEARING ELEVATION D" RCMA 2. CHKR
DONt . K - A
- � SCALE 1 I = l'-Cr W ; _��' �• s— 1