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REINFORCED CONCRETE NOTES: w
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1 . ALL POURED—IN—PLACE CONCRETE BE TO 3000 PSI AT 28 DAYS
MINIMUM, UNLESS OTHERWISE NOTED.
CONC. BEAMS W/PLASTISIZER OR 49000 PSI W/ 8 TO 11 SLUMP.
KITCHEN FAMILY BATH BATH MASTER z
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2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE
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"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
(ACI 318-95).
3. ADMIXTURES ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL 0 — N r*- 0 �
OF ENGINEER. �' J W ,
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4. CONCRETE MONOLITHIC FOOTINGS AND PADS SHALL NOT RECEIVE o O i�
SUPERIMPOSED LOADS UNTIL 12 HOURS OR MORE AFTER THE LOW WALL ------------------------------ J (D N
CONCRETE IS PLACED.
5. ALL REINFORCEMENT SHALL BE 60,000 PSI MINIMUM YIELD NEW I 5 w I if) 8
BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60. 14' CONC. SLAq WITH s' x s' Q o.
SPLICE REINFORCING BARS NOT LESS THAN 36 BAR DIAMETERS, 110/10 W.W.M. VAPOR BARRIER W z
(OVER CLEAN COMPACTED N
ABOVE AND BELOW THE JOINT. �F1LL (TERMITE EATED). � w 00
6. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN GARAGE I DI ING � LIVING RM. BEDROOM 2
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DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE BEDROOM 3
CORNER 48 BAR DIAMETERS, OR BY ADDING MATCHING BARS I TOP OF FLOOR TOP of FT.00R 0 0
WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER ; ELEV. o-s ELEV. o-o W Z
OR CHANGE IN DIRECTION. THIS APPLICABLE TO ALL FOUNDATION i w I o
AND TIE BEAMS. AB4 I I "�$" I to
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7. CONTINUITY OF REINFORCING IN STRAIGHT RUNS SHALL BE
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PROVIDED BY LAPPING SPLICES NOT LESS THAN 48 BAR DIA. v�
8. MINIMUM CONCRETE COVER OVER REINFORCING STEEL AS FOLLOWS: i W tY co
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FOOTING: 3 INTERIOR SLABS: 3/4 COV. ENTRY V,
COLUMNS: 1 1 /2" EXPOSED SLABS: 1 1 /2" =__-------- ---AF_1�11 w l I 3 6
BEAMS: 1 1 /2 \ \ U 0
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1 '— 10" 8' 3' 4' 3' S"
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SOIL STATEMENT • ,;, � ..
SOIL CONDITIONS AT THIS SITE APPEARS TO BE SAND
FOUNDATION PLAN
do ROCK WITH A MINIMUM BEARING CAP. OF 2000 PSF.
DURING EXCAVATION. NOTIFY THE ARCHITECT/ENGINEER
TO VERIFY CONDITIONS BEFORE PROCEEDING WITH THE »
WORK. ARCHITECT WILL SUBMIT A LETTER ATTESTING
1 /4 THAT THE SITE HAS BEEN OBSERVED AND THAT THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON
THE DESIGN IS BASED.
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COLUMN SCHEDULE FOUNDATION SCHEDULE w
TYPE SIZE VERTI REINFORCING CAL TIES REMARKS TYPE SIZE REINFORCING REMARKS W
C-1 4' X 4'X 1/4' STEEL COL W/ TOP ® BOTT. PLATES F-1 12' x ts' CONT. 2 #5 CONT. W
C-2 8' X 12' 4 #5 13 ® 8' O.C. MF-8 8' x 10' CONT. 2 J5 CONT. MONOLITHIC SLAB EDGE STEP I , i L..
C-3 8'X14'X19' 8 13 ® 8' O.C. (L�L/J Q
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JOB No. 0009
CAD FILE: MONTI
DATE: 4-12-00
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