07-69-009REINFORCED CONCRETE NOTES
1. ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH
OF 3,000psi. GROUT CONCRETE FOR FILLING BLOCK CELLS SHALL
HAVE S SLUMP OF 9 ", PLUS OR MINUS 1".
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ",
(ACI 318 -95).
3. ADMIXTURES ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL
OF ENGINEER.
4. CONCRETE MONOLITHIC FOOTINGS AND PADS SHALL NOT RECEIVE
SUPERIMPOSED LOADS UNTIL 12 HOURS OR MORE AFTER THE
CONCRETE IS PLACED.
5. ALL REINFORCEMENT SHALL BE 60,000 PSI MINIMUM YIELD NEW
BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60.
SPLICE REINFORCING BARS NOT LESS THAN 36 BAR DIAMETERS,
ABOVE AND BELOW THE JOINT AND 48" AT WALLS.
6. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN
DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE
CORNER 48 BAR DIAMETERS, OR BY ADDING MATCHING BARS
WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER
OR CHANGE IN DIRECTION. THIS APPLICABLE TO ALL FOUNDATION
AND TIE BEAMS.
7. CONTINUITY OF REINFORCING IN STRAIGHT RUNS SHALL BE
PROVIDED BY LAPPING SPLICES NOT LESS THAN 48 BAR DIA.
8• MINIMUM CONCRETE COVER OVER REINFORCING STEEL AS FOLLOWS:
FOOTINGS. EARTH: 3" INTERIOR SLABS: 3/4"
FORMED 2" EXPOSED SLABS: 1 1/2"
COLUMNS: 1 1/2"
BEAMS: 1 1/2"
9. STRUCTURAL STEEL SHALL BE ASTM —A36 OR A992.
MASONRY NOTES
1. CONCRETE BLOCK: PROVIDE CONCRETE MASONRY UNITS COMPLYING
WITH MOISTURE CONTENT NOT EXCEEDING 50% OF TOTAL ABSORTION.
2. MORTAR; PROVIDE MORTAR TYPE M (2500 PSI) OR S (180OPSI) IN
IN COMPLIANCE WITH "STANDARD SPECIFICATIONS FOR MORTAR
MASONRY UNITS ", ASTM C270.
TERMITE PROTECTION
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES
OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
USE AS A PREVENTIVE TREATMENT TO NEW CONSTRUCTION AS PER
SECTION 1816 F.B.C.
FOUNDATION SCHEDULE
TYPE
SIZE
REINFORCING
REMARKS
MF -8
8" x 8" CONT.
1 #5 CONT.
MONOLITHIC SLAB EDGE
F -1
12" x 16" CONT.
2 #5 CONT.
Cl
8" x 12"
4 #5
#3 0 8" O.C.
(CONC. COLUMN)
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TYPE
SIZE
REINFORCING
REMARKS
VERTICAL
TIES
FC
8 "x 8"
1 #5
-
GROUTED BLK CELL
Cl
8" x 12"
4 #5
#3 0 8" O.C.
(CONC. COLUMN)
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( *) TIE DN IN GROUTED FILLED
CELL EA. SIDE OF WINDOWS AND
OF OPENING BETWEEN 3' & 8' WIDTH.
SOIL STATEMENT
SOIL CONDITIONS AT THIS SITE ARE TO BE SAND
& 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
THAT THE SITE HAS BEEN OBSERVED AND THAT THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON
THE DESIGN IS BASED.
FILL IN
W/ 8" 1
FILL IN
W/ 8" E
FOUNDATION PLAN
VERIFY ALL DIMENSIONS AT JOB SITE BEFORE PROCEEDING WITH WORK.
GENERAL NOTE: DOWELL ALL NEW STEEL INTO EXISTING CONC.
TYPICAL ALL COLUMNS AND FOUNDATIONS.
1/499
L_J
4' X 4' X 4" CONC. P/
WITH 1#5 CONT. IN
8" X 8" THICKEN SLAB
EDGE
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I I REVISION I I
No. I DESCRIPTION I DATE:
JOB No. 0326
CAD FILE: GUS
DATE: 12 -29 -03
S -1