09-589-026GENERAL STRUCTURAL NOTES
I. FOUNDATIONS:
SOIL STATEMENT- VISUAL INSPECTION OF THE SITE SHOWS A SOIL OF
LIMESTONE WITH SANDY POCKETS AND WITH A LAYER OF TOPSOIL_
THIS LIMESTONE HAS A SAFE BEARING CAPACITY IN EXCESS OF 2000
psf. AT THE TIME OF CONSTRUCTION A LICENSED ARCHITECT OR
POFESSIONAL ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A
LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE
FOUNDATIONS CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
DESIGN 15 BASED.
2. CONCRETE:
ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE
C-OMPRE551VE STRENGTH OF 3,000 PSI IN 28 FDA-Y-5.
AGGREGATES TO BE CLEAN AND WELL GRADED,
MAXIMUM SIZE 1 ". CONCRETE SLUMP: 3" MIN. TO 5" MAX_
VERTICAL CONCRETE DROP NOT TO EXCEED 8'.
3. CONCRETE COVER:
TO BE AS FOLLOWS: BOTTOM TOP SIDES
FOOTINGS 3' 2" 2
COLUMNS - - 11/2
BEAMS 11'2' 11/2' 111/21
4. REINFORCING STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM
A -305, AND CONFORMING TO ASTM A -615, GRADE 60. LAP
CONTINUOUS BARS 30 -5AR DIAMETERS, UNLESS OTHERWISE NOTED IN
PLANS. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS. REINFORCING
STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH
'MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCING
CONCRETE STRUCTURES ", AND THE AGI BUILDING GODS 318, LATEST
EDITION_ SUBMIT SHOP DRAWINGS FOR APPROVAL BY ENGINEER
BEFORE FABRICATION.
5_ MASONRY:
A. ALL CONCRETE BLOCK TO BE GRADE N -2, CONFORMING TO ASTM C- 90, WITH A
MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1,900 PSI, AND A PRISM STRENGTH
OF 1,500 PSI (MINIMUM). MORTAR SHALL BE TYPE M, WITH A MINIMUM STRENGTH OF
2,500 P51 (USE PORTLAND TYPE CEMENT).
B. MASONRY WALLS SHALL BE REINFORCED HORIZONTALLY EVERY OTHER COURSE WITH
9 GAUGE DEFORMED GALVANIZED STEEL LADDER
C. FOR VERTICAL REINFORCEMENT, SEE PLAN AND LAP 48 BAR DIAMETERS
MINIMUM_ PROVIDE FULL BED OF MORTAR FOR REINFORCED MASONRY.
D. GROUTING OF CELLS SHALL BE A CONTINUOUS OPERATION IN LIFTS NOT EXCEEDING
4' -0' AND A MAXIMUM POUR OF 12' -0' IN HEIGHT. GROUTING TO BE CONSOLIDATED
BETWEEN LIFTS BY PUDDLING, RODDING OR MECHANICAL VIBRATION. PROVIDE
CLEANOUTS, AND CLEAN OUT CELLS OF MORTAR DROPPINGS.
E. GROUT SHALL BE A PLASTIC MIX HAVING A MAXIMUM SLUMP OF 8' TO 10', PLACED
BEFORE ANY INITIAL SET HAS OCCURRED, BUT IN NO CASE MORE THAN 1 -1/2 HOURS
AFTER THE MIX - DESIGN WATER HAS BEEN ADDED. GROUT TO ATTAIN A MINIMUM
3,000 1-51 COMPRESSIVE STRENGTH.
6. WIND DESIGN CRITERIA:
ALL STRUCTURAL ELEMENTS, EXPOSED TO WIND, HAVE BEEN DESIGNED PER THE GUIDELINES
OF THE ASCE 1 -02 BUILDING CODE.
-_ GENERAL
THE ADDITION WAS DESIGNED ACCORDING TO THE FLORIDA BUILDING CODE 2004.
STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS,
SLOPES, OPENINGS AND DIMENSIONS, ETC. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH
THE WORK. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT
JOB SITE BEFORE STARTING WORK CONTRACTOR 15 RE5PON5I5LE FOR ALL
SHORING AND RE- SHORING REQUIRED.
DRILL 5 /a'# x 4" HOLE IN
EXISTING T.B. AND PLACE 24"
DOWELS_ FILL W/ HIT HT' 150
ADHESIVE EPDXY FROM HILTI.
105 VERTICAL IN
FILLED CELL W/
3000psi GROUT
EXIST. GONG.
BLOCK WALL
DRILL 5ia "O x 5" HOLE IN
EXISTING FOOTING AND PLACE
24" DOWELS. FILL W/ HIT HY 150
ADHESIVE EPDXY FROM HILTI.
EXIST. GONG.
SLAB
EXIST. GONG.
FOOTING
/!mil
R EINF. FOR EXIST. CMU
WALL. TYP. DETAIL.
DRILL %`+ x 4" HOLE IN
EXISTING T.B. AND PLACE 24'
DOWELS_ FILL W/ HIT HY 150
ADHESIVE EPDXY FROM HILTI.
VERTICAL REINF.
5EE PLAN.
8" RE INF,
MASONRY
BLOCK WALL
DRILL No "# x 5' HOLE IN
EXISTING FOOTING AND PLACE
24" DOWELS. FILL W/ HIT HY 150
ADHESIVE EPDXY FROM HILTI.
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8" REINF. MASONRY BLOCK WALLS
FILLED W/ 3000 p.6-f. GROUT AND REINF.
W/ 1 -05 9 48" O.G. MAX. (PLACE (1) *5 EA.
SIDE OF OPENING), n GAUGE LADDER
TYPE EVERY 16" O_C. VERTICALLY.
SEE DETAIL 5/6-1. TYP.
j FOUDATION AND FIRST FLOOR FRAMING PLAN
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SCALE 1/4" = I'-0`
NORTH
FOOTING SCHEDULE
MARK
SIZE
RE INFORCEMENT
REMARKS
WF -16
16' X 12'
2 -04 LONG BOTT. CONT.
04 v 24" O.0 TRANSV. BOTT.
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VERTICAL
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_ GONG. FOOTING
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WALL DETAIL
SCALE 1/2" = 1' -0" S -1 7
DRILL 1/4"0 x 4" HOLE IN
EXISTING T.B. AND PLACE 24'
DOWELS. FILL W/ HIT HY 150
ADHESIVE EPDXY FROM HILTI.
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SCHED. F
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DRILL 3 /4 "0 x 5" HOLE IN
EXISTING FOOTING AND PLACE
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ADHESIVE EPDXY FROM HILTI.
-XIST_ GONG_
iLAB
DETAIL A /5 -1_
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GROUND FLOOR NOTES:
I DENOTE ALL WALLS REINF_ MASONRY BLOCK
FILLED WITH 3000 p.s.1 GROUT 4 WALLS REINF. W/ (1)
*5 O 48' O.G. MAX_ 4 *9 GAUGE LADDER TYPE EVERY
16" O.C_ (U_O.N.)
2.- TOP OF SLAB ELEVATION= f0' -0" TYP., UNLESS
OTHERWISE NOTED. DENOTES MIN. ELEV. REQ. SEE
ARCHITECTURAL DOCUMENTS ELEVATION ABOVE
MEAN SEA LEVEL.
3.- COORDINATE ALL SLAB DEPRE5510N6 WITH
ARCHITECTURAL DRAWINGS.
4.- SOIL SHALL BE TREATED FOR TERMITE PROTECTION
AS PER SECTION R320 OF F.B.G. 2004 EDITION.
5.- PLAN AND CALCULATIONS HAVE BEEN DESIGNED FOR
COMPLIANCE WITH F.B.C. 2004 EDITION
6 _ SIDEWALK SLAB:
4' CONCRETE SLAB ON WELL COMPACTED FILL,
REINFORCED W/ 6x(b 1.4 X 1.4 W_W_F_ (TYP)
LEGEND
EXISTING TO REMAIN EXISTING TO BE
DEMOL SHED.
• 8' REINF. MASONRY
BLOCK WALL.
CONCRETE TIE COLUMN-
EJ DETAIL C /5 -1.
RETROFIT CELL_
SEE DETAIL A /5 -1_
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COLUMN TYPES-
3/4" DEPRESSION
X15T. OR NEW EX15TING GONG. SLAB —\
:CNC. FOOTING (CUT AS NEEDED) \,
TOP OF EXIST. SLAB J%
ELEV. 0' -0" /Z1j�1ZI
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8" CMU WALL
EXISTING GONG. SLAB
(CUT AS NEEDED)
DRILL 5" INTO _/ K
EXISTING SLAB AND
PLACE *4 lo 16' WALL FOOTING
NEWCONC. TIE HOOKED BARS, FILL W/ EPDXY GROUT
COLUMN DETAIL c SECTION 1
SCALE 1/2" = 1' -0' S' -1 SCALE 3/4" = 1' -0"
TY,
of soul 1-1 N1IlkIlii
BUILDING (DEPT.
STRUCTURAL SCCTION
V)PRO1IEO13'r:
JAVI ER CAN IZARES, P.E.
STRUCTURAL ENGINEER
4634 SW 1 64TH CT I'H: 305 979 6507
MIAMI, FL 331 ■S 'FAX: 305 551 7667
I, f f,.
STATE OF FLORIDA.,,CENi 63.X31
PH-ECT 0907, /,
REVISIONS BY
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Slgnc-d and Seuti L- d by
GA➢RIEL SALAZAR
AR # 0009297
Job No 09-004
Project Manager AME3
Drawn by AC
Scale AS INDICATED
Date JUNE 2009
SHEET No,
S-1