00-0781-003 REVISIONS
GENERAL NOTES
GENERAL REQUIREMENTS:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ALL WORK AND DESIGN LOADING SHALL BE IN ACCORDANCE WITH THE RECENT
SOUTH FLORIDA BUILDING CODE, AND ALL COUNTY ADDIT:ONS AND
AMENDMENTS.
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CONCRETE:
ALL CONCRETE WORK AND REINFORCING STEEL INSTALLATION SHALL BE IN
ACCORDANCE WITH THE RECENT ACI CODES.
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ALL CONCRETE FOR THIS WORK SHALL BE PORTLAND TYPE I WITH MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
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ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS.
THE INSIDE I
_ E PROJECT SHALL BE
WITH AN APPROVED STRIPPING AGENTP
PROPERLY COATED
I— — — — — — — — — — — — — — — —
ALL MASONRY UNITS IN CONTACT WITH POURED CONCRETE SHALL BE DRENCHED
PRIOR TO CONCRETE PLACEMENT.
j MASONRY BLOCKS :
+ I a
_I I M I CONCRETE MASONRY BLOCKS FOR THIS PROJECT SHALL CONFORM TO ASTM C90
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1 • I AND SHALL BE TYPE I , NORMAL WEIGHT AGGREGATE.
BLOCKS SHALL BE TWO HOLLOW-CELL, 8" NOMINAL WIDTH STANDARD CONCRETE
MASONRY BLOCKS WITH 1 1/4" FACE SHELL THICKNESS AND MINIMUM 1" WEB
+ ( I
W1 AT THE THINNEST SECTION. LIL
_ W
1�1
`I I I ALL CONCRETE MASONRY BLOCK UNITS USED IN THIS PROJECT SHALL BE -
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I I COMPLETELY SOUND, FREE OF CRACKS OR OTHER DEFECTS WHICH WOULD `
COMPROMISE THE NORMAL STRENGTH OF INDIVIDUAL BLOCKS, AND FREE FROM �Q
FOREIGN MATERIAL, SUCH AS, PAINT, OIL, DIRT, AND IMPURITIES, ETC.
+ I — - THE OVERALL DIMENSIONS OF INDIVIDUAL CONCRETE MASONRY BLOCK UNITS II �III
SHALL NOT DIFFER BY NOT MORE THAN +/-1/8" .
• r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I CONCRETE MASONRY BLOCKS SHALL BE INSTALLED WITH MASONRY JOINT
REINFORCEMENT AT EVERY OTHER COURSE. REINFORCEMENT SHALL BE a
_ I �I I I I CONTINUOUS WITH WC WIDTH L SHALL DRILLED
+ AND INSERTED MINIMUM
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N I I I I THE MINIMUM SIZE OF HORIZONTAL JOINT REINFORCEMENT SHALL BE GAUGE j' l
1 • I I i 11 COLD DRAWN STEEL WIRE. v
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I I ( I I JOINT REINFORCEMENT SHALL BE FULLY TREATED FOR CORROSION.
JOINT REINFORCEMENT SHALL BE FREE FROM FOREIGN DEBRIS, SUCH AS
j4 I I I PINT, OIL, DIRT, ETC. AND SHALL NOT BE BENT OR DAMAGED.
__+rl I I MORTAR SHALL CONFORM TO ASTM C270 REQUIREMENTS AND SHALL BE TYPE M
WITH AVERAGE COMPRESSIVE STRENGTH OF 1500 PSI IN 7 DAYS AND 2100
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PSI IN 28 DAYS WITH TYPE I CEMENT.
- - - - - - - - - - - - - - - -�
+ I W1 I I MORTAR THAT HAS NOT BEEN USED FOR MORE THAN AN HOUR SHALL NOT BE
'I I I USED ON THIS PROJECT AND SHALL BE CONSIDERED REJECTED.
SAND 1 • I I PARTICLES
REMOVEALL FORE GN THE
DEBRIS AR SHALL
SANDHALL BE WASHED AFREE FROM TREATED
CLAY AND
ORGANIC MATERIAL.
± ( I WATER IN THE MORTAR MIX SHALL BE CLEAN, PURE, FREE FROM ORGANIC
_ I _ _ — _ 3 _ _ �_ J MATERIAL, ACIDIC AND ALKALIS COMPOUNDS. WATER IN THE MIX SHALL NOT `'' +, i
CONTAIN SODIUM OR POTASSIUM SULFATE (WATER SOFTENER COMPOUNDS) TO w�
CONTROL EFFLORESCENCE. a ° '
I C3 Cl I H
L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ° REINFORCING STEEL :
ALL REINFORCING
CONFORMING TO STEEL FOR THIS
GRADE 60 (FPROJECT 60KS�LL BE DEFORMED BARS
GONG.
WALK
ALL REINFORCING STEEL COVER DETAIL AND REQUIREMENTS SHALL IN
ACCORDANCE WITH THE RECENT ACI CODE.
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ALL REBARS IN BEAMS, COLUMNS, AND SLABS IN THIS PROJECT SHALL BE
Vf— )"+ _ SECURE PRIOR TO FINAL POUR.
C7
ALL REINFORCING STEEL USED IN THIS PROJECT SHALL BE CLEAN AND FREE
FROM NON-METALLIC COATINGS, UNLESS OTHERWISE APPROVED BY THE
ENGINEER FOR RUST PROVING PURPOSES. THE REINFORCEMENT SHALL ALSO N
BE FREE FROM RESIDUES SUCH AS OIL, MUD, DIRT, SCALE, ANY PITTING cgcn
\ ' AND NICKS THAT IS MORE THAN 2% OF THE TOTAL CROSS-SECTIONAL AREA OF
ANY REBAR. Z r=te
REINFORCING STEEL SHALL HAVE 1. 5 " CLEAR MINIMUM. (�
SCALE: I/4" 1'-0°
ALL REBAR LAPS IN NEW POURED CELLS TO HAVE 36" LAP.
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WOOD: z i�
INTERIOR NOTES U
ALL WOOD SHALL CONFORM TO SOUTHERN YELLOW PINE N0. 1 OR BETTER WITH
MINIMUM F(b)=1650 PSI , MAXIMUM MOISTURE CONTENT 19 PERCENT.
COLUMN SCHEDULE 1. EXITING WINDOWS, W1 , TO BE REMOVED AND REINSTALLED.
ALL WOOD WORK IN ACCORDANCE WITH RECENT NDS CODE.
2 . NEW WALL SURFACING ON THE INTERIOR WALLS TO MATCH EXISTING IN
REINFORCEMENT
TEXTURE. ALL WOOD O BE FULLY PRESSURE TREATED WHEN IN CONTACT WITH CONCRETE
CONCRETE SIZE REMARKS 3. INTERIOR CEILINGS TO REMAIN AS IS. OR
MARK VERTICAL BARS TIES
4. WALL BASE SHALL MATCH EXISTING. STRAPS:
ALL STRAPS TO BE 14 GAUGE ZINC COATED WITH MINIMUM 4-16d NAILS, CL
G� 5„X8„ 1=ULL hEIC�I-fT POURED DELLS THREE ON ONE SIDE AND ONE ON REVERSE SIDE. ALL NAIL TO BE
CLINCHED. Q
O
3 POURED DELLS NAILS : Q
GZ (3) 5',xv, FULL HEIGHT CORNER COL. ALL NAILS TO BE HOT DIPPED GALVANIZED OR ZINC COATED FOR FULL RUST
PREVENTION.
BOLTS : x
ALL BOLTS TO BE HOT DIPPED GALVANIZED OR ZINC COATED FOR FULL RUST ,L
PREVENTION.
ALL BOL T S CONFORM NF RM TO ASTM STANDARD A325 AND TO BE HOT DIPPED A
GALVANIZED OR ZINC COATED WITH ZINC COATED WASHERS
ALL BOLTS TO HAVE 2 INCH DIAMETER WASHERS ON BOTH ENDS, HOLE SAME
SIZE AS BOLTS 2
ALL BOLT HOLES SHALL BE STANDARD SIZE WITH 1/16 INCH MAXIMUM SBF.E'I' OF
TOLERANCE.
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