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GENERAL NOTES:
1 91-41) 9 4 DESIGN:
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THE MAIN WIND -FORCE RESlSTING SYSTEM HAS BEEN DESIGNED IN
ACCORDANCE W/ *FLORIDA BUILDING CODE*, MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER STRUCTURES TO WITHSTAND LOADS
AND OTHER STRUCTURES, SECTION",6, TO WITHSTAND LOADS ASSOCIATED
ASSOCIATED WITH A MINIMUM BASt;' WIND SPEED OF 140 MPH.
. . . . . . . . . . . . . . .
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SUPERIMPOSED WADS:
FLOOR: 40 psf L.L. WIND VELOCITY=140 MPH
ROOF: 35 psf L.L.
DECK: 40 psf L.L.
PARTITIONS. 15 psf D.L.
CLEAR THE BUILDING AREAS OF TREES, ROOTS, ORGANICS & OTHER
T*-
DELETERIOUS MATERIALS.
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BACKFILL W/ SELECTED GRANULAR MATERIAL IN W MAXIMUM LIFTS
AND COMPACT TO A MINIMUM DENSITY OF 957 AS DETERMINED By
ASTM D-1557,
C 1 6 4,-3 1/2 L4$-3 1/2)) 61_10 4$-5$$ 41-5" L 4 7" .31- 7
CONCRETE:
SLUMP AND CYLINDER TEST. PERFORMED BY INDEPENDENT TESTING
V) C/)
LABORATORY. PROVIDE (4) TESTS FOR EACH CONCRETE PLACEMENT
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ANDVOR (4) TESTS FOR EACH 50 CU. YDS.
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MA MUM ALLOWABLE SLUMP: (5) INCHES.
. . . . . . . . . . . .
REINFORCING:
---------- REINFORCING STEEL D MED, NEW BILLIT STEEL IN ACCORDANCE
W/ ASTM A-615 ADE6 & DETAILED IN ACCORDANCE W1 ACI 315. :Z Z r
SPLICES- IN ACCCHAPTER 7 OF ACI 318-81, MINIMUM
SPLICE OF 40 BAR DIAMETERS.
Lo / FABRICATOR SHALL SUBMIT FOUR SETS OF SHOP DRAWINGS FOR REVIEW cm
T) . . . . . . . . . . . . . .
AND APPROVAL OFF THE ENGINEER.
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PILING:
GENERAL,
1. PILING, 16" CAST -IN-PLACE, AUGERED PILES, 40 TON CAPACITY
2. PILES: INSTALLED BY AN EXPERIENCED PILING CONTRACTOR. PRIOR 0
TO COMMENCEMENT OF WORK, CONTRACTOR SHALL SUBMIT TO
ARCHITECT/ENGINEER THE FOLLOWING -
A. DRILLING EQUIPMENT TO BE USED
B. INSTALLATION PROCEDURE
C. CONCRETE DESIGN MIX
. . . . . . . . . . .. . . . . . . . 3. PILES -INSTALLED WITHIN AN ACCURACY OF 2" FROM DESIGN -LOCATION
TYPICAL PILE: 16" CONC. 4. REINFORCING FOR PILING: DEFORMED BARS, CONFORMING TO
ASTM A-615 GRADE 60.
AUGERED 17
5. CONCRETE 6000 PSI W/C 0,5 ASH 20%
INSTALLATION. �• o
1. PILING: INSTALLED TO THE DEPTHS SHOWN ON THE DESIGN
DOCUMENTS AND IN ACCORDANCE W1 STANDARD BUILDING CODE
V2 2 SECTION 1809.2.
2. THE AUGER: USED TO RETAIN THE SHAPE OF THE HOLE AND C)
WITHDRAWN CAREFULLY DURING CONCRETING TO PREVENT ADJACENT
SOIL FROM COLLAPSING.
3. CONTRACTOR SHALL DOCUMENT PILE LOCATIONS, DATE OF
5-11 INSTALLATION AND LENGTH OF PILES.
4 -811 12$-4$$ 1 101-8,1$ 17)-811 (iof —"` $-61) 1 /2' 14$-8 1/2" 5f-Y � L L 1 6) 1.
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. . . . . . . . . . . . . . . . .
PILE PLAN
SCALE: 1/4 if = 1'-0"
IESTING:
1. PROVIDE FOUR STANDARD CYLINDERS FOR EACH TEN CUBIC YARDS OF
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CONCRETE PLACEMENT. BREAK ONE CYLINDER AT (7) DAYS, ONE AT (14)
DAYS, ONE AT (28) DAYS AND RETAIN ONE FOR FUTURE USE.
INSPECTIONS;
I PILING INSTALLATION* SUPERVISED OV A DrPNCTrorn CK11"WrM AS
REQUIRED BY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.
M&SONRY,
CONCRETE BLOCK UNITS: CONFORM ASTM C-SO, PLACEMENT STRAIGHT,
-
PLUMB AND TRUE TO TOLERANCE OF 1/8 IN TEN FEET. too
PROVIDE mDURO-WAL" STANDARD WEIGHT GALVANIZED #9 GAGE TRUSS
REINFORCING AT EVERY SECOND COURSE OF MASONRY,
LAY IN RUNNING BOND WITH SUCCESSIVE COURSES LAPPED 1/2 OF A
UNIT, 0
MORTAR TYPE V WITH MINIMUM rM=1800 PSI p z
BLOCK FILL: RSE MASONRY GROUT RSE MASONRY 0
00 QQN-CRETE. .5 60 0
COLUMNS,
FLOOR
SLABS:
BS. PSI
GRADE BEAMS, CAPS, COLUMNS, FLOOR SLABS- PSI
0%
BEAMS,
7� P-4
C .04 ASH 20% Y S L
BALCONY A
SAME AS ABOVE PLUS SPECIAL AGENT ADDITIVES 2.5
GALLONS/60 YDS.
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7- STRUMRAL.-
STRUCTURAL STEEL: CONFORM TO LATEST EDITIONS AISC ul)
SPECIFICATIONS FOR DESIGN FABRICATOR AND ERECTION OF
ST� -A-36;)LATEST EDITION.
STRUCTURAL STEEL AND 0)
WELDING ELECTRODES- E77"OS OTHERWISE NOTES L-Li co
FIELD WELDS: REPAINTED WITH TWO COATS OF RUST INHIBITIVE PAINT
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OF SAME BRAND AND TYPE AS SHOP COAT. 0-
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