05-675-006FOOTING; 5CHEIDULE:
MARK
SIZE
REINFORCING
REMARKS
2 #5 CONTINIOUS FTG.
1F"
941! ('.ONTININPI FTr
a s
SOIL STATEMENT
THE SOIL AT THIS HAVQ MAN 6W.:13lED AND C(N�JST OF SAND,
GRAVEL AND LIMESTGNE9 CLASSIFIES AS ROCKDALIf COMPLEX,
WHICH IS CAPABLES OF SUPPORTING A MINIMUM LOAD OF 2000
POUNDS PER SQI2t.PE FOOT, ALTPE TIME, OF EXCAVATION, THIS
OBSERVATION WIl 8c VERIFIED AD A SIGNED AND SEALED
LETTER ATTESTINCi THAT THF, ONPITIONS AR SIMILAR TO THOSE
UPON WHICH THE DESIGN IS BASED, SHALL SUBMITTED
SOIL UNDER FOOTING AND SLABS SHALL BE COMPACTED
TO A MIN. OF 95016 OF MAX. DRY DENSITY. COMPACTION
SHALL BE CHECKED USING A MODIFIED PROCTOR TEST TO
DETERMINE IN PLACE DENSITY. TEST SHALL BE MADE BY A
CERTIFIED TESTING LABORATORY WITH REPORTS SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER.
STRUCTURAL NOTES
1, ALL POURED IN PLACE CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 P.S.I AT 28 DAYS.
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ",
ACI 301, UNLESS OTHERWISE NOTED.
NO ADMIXTURES ARE PERMITTED WITHOUT WRITTEN APPROVAL.
4. REINFORCING STEEL IS TO BE NEW BILLET STEEL CONFORMING
TO A.S.T.M. A -615, GRADE 60 SPECIFICATIONS, FABRICATED
IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE"
OF THE C.R.S,I., UNLESS OTHERWISE NOTED,, AND PLACED IN
ACCORDANCE WITH THE A.C.I. "BUILDING CODE AND MANUAL OF
STANDARD PRACTICE ".
5. MINIMUM COVER: FOOTING 3 ": COLUMNS 2 ": BEAMS 1 -112:
INTERIOR SLABS 1 ": EXPOSED SLABS 1 -1/2 ", UNLESS OTHERWISE
NOTED.
6. ALL STRUCTURAL STEEL SHALL BE ASTM A -36 (Fy = 36000
P.S.I.) AND SHALL CONFORM TO A.I.S.C. SPECIFICATIONS.
7. ALL CONNECTIONS TO BE FIELD OR SHOP WELDED TO DEVELOP
THE FULL STRENGH OF THE MEMBERS JOINED.
8, ALL BOLTS SHALL BE ASTM A -325.
9. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM "769" RED
PRIMER.
10. ALL MASONRY WALLS SHALL BE CAPPED WITH AN 8" x 12"
CONCRETE TIE BEAM WITH 2 - #5 BAR TOP AND BOTTOM:
4 - #3 TIES AT 12" IN EACH CORNER, #3 TIES AT 48" ELSEWHERE:
PROVIDE #5 CORNER BARS EXTENDING 30" EACH WAY. TIE
COLUMNS SHALL BE 8" x 12" WITH 4 - #5 VERTICAL AND No. 3
TIES @ 12" O.C. HORISONTAL JOINT REINFORCING SHALL BE
PROVIDED AT EVERY SECOND COURSE (16" VERTICALLY) FOR EXTERIOR
WALLS PROVIDE #9 LADDER TYPE FOR REINFORCED MASONRY AND
TRUSS TYPE FOR ALL OTHERS SHALL BE PROVIDED. THIS REINFORCING
SHALL EXTEND 4" INTO TIE COLUMNS OR TIE TO STRUCTURAL WITH
APPROVED METHODS WHERE STRUCTURAL COLUMNS REPLACE THE TIE
COLUMNS.
COURSE LAP STEEL 36"
4 TIE W/ $13 TIE WIRE
FIN. FLOOR
EL. + 1' -011
Z
FIN. GRADE z
4' CONC. 5LA5 ON GRADE W/ 6'X6
1.4x1.4 DOUBLE WWM OVER 6 MILL
VAPOR BARRIER ON COMPACTED
FILL 4 TERMITE TREATED SOIL
ENO. CONC. FOOTING
lU/ 2 -#5 WELL COMPACTED
_2 L FILL OR UNDISTIRBED SOIL
SCALE : 3/4"
0A
11. TIMBER SHALL BE No. 2 SOUTHERN PINE, PLYWOOD ROOF
SHEATHING SHALL BE A MINIMUM THICKNESS OF 19/32" AND
SHALL BE FASTENED TO SUPPORTS WITH 8d GALVANIZED
COMMON NAILS WITH A MAXIMUM SPACING OF 6 INCHES
ON CENTER IN THE FIELD AND AT GABLE EDGES WITH t Od
NAILS AT 4" ON CENTER.
12, DOOR AND WINDOW OPENINGS IN MASONRY WALLS SHALL
HAVE LINTELS CHECKED BY ARCHITECT /ENGINEER, LINTELS TO
BE INTEGRAL WITH TIE BEAMS WHEN THE HEAD OF THE OPENING
IS 16" OR LESS BELOW THE BOTTOM OF THE TIE BEAM.
PROVIDED ADDITIONAL 2 - #5 BARS WHERE DROPS ARE 6"
OR MORE. MINIMUM BEARING 8 INCHES EACH SIDE. MINIMUM
LINTEL SHALL BE 8" DEEP WITH 2 44 TOP AND BOTTOM FOR
SPANS LESS THAN 64": SPANS GREATER THAN 6' -0 ", 12" DEEP
WITH 2 - 45 TOP AND BOTTOM, (USE HALF THE REINFORMENT
FOR 4" WALLS.
ALL MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE 1,
GRADE NA WITH A MINIMUM SHELL FACE OF 1 -1/4 ". MINIMUM
COMPRESSIVE STRENGTH (f'm) SHALL BE 2500 p.s.i. MORTAR
SHALL CONFORM TO ASTM C270 TYPE M. REINFORECED
MASONRY SHALL COMPLY WITH THE REQUIREMENTS OF
"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ",
ACI 530 -92 / ASCE 5 92 / TMS402/92 AND THE FOLLOWING:
A. VERTICAL SHELLS TO BE GROUTED SHALL PROVIDE
VERTICAL ALIGNMENT TO MAINTAIN CLEAR, UNOBSTRUCTED
CONTINUOUS VERTICAL CORES MEASURING NOT LESS THAN
2" x 3" AND SHALL BE KEPT CLEAR OF MORTAR PROTRU-
SION AND DROPPINGS.
B. GROUT SHALL BE A PLASTIC MIX WITH A SLUMP OF 9" ( +/ -1
MINIMUM COMPRESSIVE STRENGTH OF GROUT, (F,C), SHALL BE
3000 P.S.I.
C. GROUT SHALL BE A PLACED BEFORE ANY INITIAL SET HAS
TAKEN PLACE, AND THE GROUT SHALL NOT BE RETEMPERED
WITH WATER. GROUTING SHALL BE ONE CONTINUOUS OPERA-
TION IN LIFTS NOT TO EXCEED FOUR FEET, (4' -0 "), WITH A
MAXIMUM POUR OF 12 FEET.
D. GROUTING SHALL BE CONSOLIDATED BETWEEN LIFTS BY
RODDING, PUDDING OR MECHANICAL VIBRATION.
E. REINFORCING BAR SPLICES SHALL BE A MINIMUM OF 48
BAR DIAMETERS,
44
•• N
DETAIL
SCALE: 3/4" = 1' -0"
4' CONC. BLAB ON GRADE W/
1.4x1.4 DOUBLE WWM OVER 6 MILL
1 ,,APOR BARRIER ON COMPACTED
FILL 4 TERMITE TREATED 501E
FIN. FLOOR
4' CONC. SLAB ON GRADE W/
1,4x1.4 DOUBLE WWM OVER 6 MILL
VAPOR BARRIER ON COMPACTED
FILL 4 TERMITE TREATED SOIL
COMPACT FILL TO
S5% PROCTOR
MAX. DENSITY
WELL COMPACTED 601L
FILL TERMITE TREATED
COMPACT FILL TO
SEM PROCTOR
MAX. DENSITY
WELL COMPACTED SOIL
FILL TERMITE TREATED
16'X12' CONT. CONC. FOOTING
W/ 2 -05's WELL COMPACTED
FILL OR UNDISTURBED SOIL
(TYP.)
s� N
*5X12' W/ 6' MIN EMBED
4 EPDXY e 16' O.C.
EXIST. CMU CONC. WALL
WOOD BASE
EXIST. CONC. SLAB
DETAIL � STARTER COL.
SCALE : 3/4" = 1' -0"
MICHAEL A. HERC)N,
DESIGN
quop
BUILDING DESIGN, PLANNING, & INTERIORS
11010 SW 13TH STREET
PEMBROKE PINES, FL 33025
PHONE: (954) 392.3801
FACSIMILE: (954) 392 -9929
EMAIL: mah design@aot.com
Edward A.
LANDERS�PE
CONSULTING ENGINEERS
P.E. NO 038398
7850 146TH ST, SUITE 509, MIAMI, FL 33016
PHONE: (305) 823.3938 FAX: (305) 823 -9355
W
0
W
C)
0 W
W
Q � Q
J < �
W
Q UJ Q
Z N
O 00
^Q 0
Q LL
00
FILD IA.ME: 04.001.MP
RROJECT 140.:04.001MP
DATE: 11/07/04
DRAW,] BY: MP
REVISIU(J B) DATE
SHEET 1,1 C).