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ADD 105 CORNER BAR
At TOP 4 BOTTOM OF
BEAM
SO HOOK AT ALL
TOP BARS
2 0 5 BARS
COL.BARS ( 1 ) EACH FACE
SEE SCHEDULE
(TOP PLAN SHOWN)
ARCH DETAIL
0
1 M 5 VERTICAL IN CONCFILLED CELL
(SEE FOUNDATION FOR LOCATION)
VAPOR BARRIE
CONCRETE FOOTI THICKENED SLAB AT
SEE SCHEDULE SEE SCHED.) ALL EXTERIOR WALL
5
TYPICAL PERIMETER FOOTING
n
S'X16" OR 16'X16' CONC.BLKCOL.
W/145 -w EA.CELL HOOK. AND PAD
(SEE FOUNDATION PLAN FOR FILLED
LOCATION)
Q L
4 �
Of
X OO X X
3' -0" X 3' -0' X 12" CONC.PAD
W/3*5 EA.WAY (TYPJ
PAD DETAIL
ADD 1 * 5 CORNER BAR
AT TOP 4 BOT. OF SEAM
90' HOOK AT ALL
.TOP 5ARS
BEAM STIRRUPS
4' *121's CORNERS MAL.w 48' O.G.
BEAM CORNER PLAN
6'X12' CONC.TIE BEAM
405,5 TIES * 4&'C.C.
J
U
F
12' HOOK 6' BELOW
TOP OF TBITYP.)
015E TIES
FLOOR LINE
05L .TIES
TYP.COLUMN SPLICE DETAIL
10
11
CISARAGE OH.DOOR
STUCCO
2'X6" P.T. W/5 /8" 0 X 4' PENET.
KWIK.BOLTS BY HILTI 0 12' G.G. 3'
FROM TOP 4 BOT.
4 * 5 CONT.
F-1
8' cMu. WALL
TYPICAL OVERHEAD DOOR GARAGE DETAIL O
8'X12' CONC.TIE BEAM
405,03 TIES * 481C.C.
2 •5 CONT.
1 N 5 IN CONC.
FILLED CELL —9
WINDOW OPEN
(15EARING END) (m
BEAM DROP DETAIL
GENERAL STRUCTURAL NOTES
2.5
2 0 5 CONT.
=SS
SLIDING GLASS DOOR SILL DETAIL
45?l
VAPOR 15ARRIER
1 * 5 CONT.
4D]
1 R 5 CONT.
THICKENED EDGE DETAIL
1 * 5 CONT.
END) O TYP.STEP IN SLAB O TYP.DROP SLAB O
I. GENERAL
A- THE CONTRACTOR SHALL FIELD -CHECK ALL DIMENSIONS ON THE STRUCTURAL
DRAWINGS AND VERIFY THE SAME ON THE ARCHITECTURAL SET. ARCHITECTURAL
DETAILS SUCH ASf SLA5 DEPRESSIONS, WATERPROOFING, CURBS, MECHANICAL
OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON
THE ARCHITECTURAL SET.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AN BRACING TO
ENSURE SAFE - WORKING CONDITIONS AT ALL TIMES. ALL CONSTRUCTION SHALL
CONFORM t0 THE FLORIDA BUILDING CODE 2004.
2- CONCRETE
A_ ALL CASTING IN PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM
COMPRESSIVE STRENGTH(f'c) AT 28 DAYS OF 3000
B. CONCRETE WORK SHALL CONFORM t0 ALL REQUIREMENTS OF ACI -301 (2002)
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING.
3. REINFORCING STEEL
A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH
ACI -318 (2002)
B. REINFORCING STEEL SHALL BE DEFORMED BAR'S CONFORMING TO ASTM A 615
GRADE 6O,
UNLESS OTHERWISE NOTED.
C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.
D. REINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES
DURING PLACING OF CONCRETE.
E. ALL BOTTOM BARS SHALL BEAR 6' MINIMUM OVER SUPPORTS.
4.MINIMUM CONCRETE OVER REINFORCING MINIMUM CLEAR COVER. (IN.)
A CONCRETE AGAINST AND PERMANENTLY
EXPOSED TO EARTH (UNFORMED FACES) 3
B. CONCRETE EXPOSED TO EARTH OR WEATHER
(FORMED FACES):
A. % BARS AND LARGER 2
5.05 BARS AND SMALLER 11/2
C. NOT IN CONTACT WITH GROUND 3/4'
A. STRUCTURAL 5LA58 4 WALLS
B. BEAMS AND COLUMNS(PRIMARY REINFORCEMENT,
TIES STIRRUPS 8 SPIRALS) 1 -1/2'
C. SLABS ON GRADE OVER VAPOR BARRIER 1 -1/2'
51" IASONRY
A. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF A QUALITY OF AT LEAST
EQUAL TO THAT REQUIRED BY ASTM C SO 'STANDARD SPECIFICATIONS FOR
HOLLOW LOAD BEARING CONCRETE MASONRY UNITS'.
B. ALL MORTAR SHALL COMPLY WITH THE PROPERTY AND PROPORTION
SPECIFICATIONS OF ASTM C 2 -10. EXCEPT THAT SLAG CEMENTS SHALL NO BE
USED. MORTAR FOR EXTERIOR WALLS SHALL BE TYPE M. FOR INTERIOR LOAD
BEARING WALLS THE MORTAR SHALL BE TYPE M OR S. FOR INTERIOR WALLS
ABOVE GRADE AND NOT SUPPORTING LOADS THE MORTAR SHALL BE TYPE M, S,
OR N_
C. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE
SETTING LOCATION SHALL BE FILLED WITH CONCRETE.
D. GROUT FOR MASONRY UNITS SHALL CONFORM TO ASTM C 4-16 AND SHALL
ATTAIN A COMPRESSIVE STRENGTH OF F'C- 3000 P.S.I, AT 28 DAYS.
E. MINIMUM COMPRESSIVE STRENGTH OF UNIT MASONRY MOO PSI RESULTING
TO PRISM STRENGTH OF 15001 PSI.
F. MAXIMUM POUR LIFT FOR MASONRY UNITS AND GROUT POUR HEIGHT SHALL BE
4' -0'.
G. SLUMP S' + 1'.
&.STRUCTURAL STEEL
A. STRUCTURAL STEELWORK SHALL COMPLY WITH RISC 'SPECIFICATIONS FOR THE
DESIGN,
FABRICATIONS AND ERECTIONS OR BUILDINGS' AS IT APPEARS ON THE MANUAL
OF STEEL
CONSTRUCTION, LATEST EDITION.
B- STRUCTURAL STEEL SHAPES, BARS, PLATES AND PIPES SHALL CONFORM t0
ASTM A 36,
FY= 36 KS I .
C. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A 46, FY= 4 46 K51.
1. STRUCTURAL LUMBER
A. QUALITY OF WOOD TO CONFORM WITH FLORIDA BUILDING CODE 2004
B. WOOD SHALL BE OF A GRADE OF NOT LESS THAN 1,000 P.S.I. OF NORMAL
EXTREME FIBER STRESS. SOUTHERN PINE STRUCTURAL GRADE * 2 OR BETTER
C_ ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
8. WOOD TRUSSES
A. TRUSSES TO BE DESIGNED AND FABRICATED TO MEET THE REQUIREMENTS OF
NATIONAL DESIGN SPECIFICATIONS FOR STRUCTURAL GRADE LUMBER AND ITS
FASTENINGS AND TIMBER CONSTRUCTION STANDARD BY TPi. TRUSSES SHALL BE
DESIGNED FOR SUPERIMPOSED LOADS INDICATED IN PLAN.
B. TRUSSES SHALL BE ENGINEERED TO SPAN THE CONFIGURATION INDICATED ON
DRAWINGS, PROVIDE(3) COPIES 24' X 36' OF TRUSS DRAWINGS AND ENGINEER'S
CALCULATIONS WITH SEAL OF REGISTERED ENGINEER IN THE STATE OF FLORIDA
FOR ARCHITECT'S APPROVAL PRIOR TO FABRICATION.
C. ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS 4 GIRDERS SHALL BE SECURED
WITH APPROVED METAL TIES, CLIPS AND ANCHORS AT CONNECTIONS. SEE
CONNECTION NOTES 4 DETAILS)
CITY 0*7 SOUTH
!' ".1/
I ul_DN�,G {)77T.
DATE: q
12901 S.W. 132 AVE
MIAMI, FLORIDA 33156 I
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505 I?
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
I_I_I
U
11.1
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4
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wcd a
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w h �
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DATE: 02 -13 -01
DRAWN: ALEX P - A.P - J.P
CHECKED: A.F
PROJ. NO: 20061_5052
1.
2.
3.
BDC: 13UILalNG %DEPT, COMMENTS
CC ^ "CHORD NATION1C�iANGES
A13;�'�S -BUT •. M��
x Er(L�0 AFTER APPROVAL
LE�b,kTL �..VELf4►�, ,AIA,
AR- 0087sS7
ANGEL MILANES, AIA
AR- 0015845
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OF
Q
m
0
PRL. W.M. • PERIM. 30'
VAPOR BARRIE
CONCRETE FOOTI THICKENED SLAB AT
SEE SCHEDULE SEE SCHED.) ALL EXTERIOR WALL
5
TYPICAL PERIMETER FOOTING
n
S'X16" OR 16'X16' CONC.BLKCOL.
W/145 -w EA.CELL HOOK. AND PAD
(SEE FOUNDATION PLAN FOR FILLED
LOCATION)
Q L
4 �
Of
X OO X X
3' -0" X 3' -0' X 12" CONC.PAD
W/3*5 EA.WAY (TYPJ
PAD DETAIL
ADD 1 * 5 CORNER BAR
AT TOP 4 BOT. OF SEAM
90' HOOK AT ALL
.TOP 5ARS
BEAM STIRRUPS
4' *121's CORNERS MAL.w 48' O.G.
BEAM CORNER PLAN
6'X12' CONC.TIE BEAM
405,5 TIES * 4&'C.C.
J
U
F
12' HOOK 6' BELOW
TOP OF TBITYP.)
015E TIES
FLOOR LINE
05L .TIES
TYP.COLUMN SPLICE DETAIL
10
11
CISARAGE OH.DOOR
STUCCO
2'X6" P.T. W/5 /8" 0 X 4' PENET.
KWIK.BOLTS BY HILTI 0 12' G.G. 3'
FROM TOP 4 BOT.
4 * 5 CONT.
F-1
8' cMu. WALL
TYPICAL OVERHEAD DOOR GARAGE DETAIL O
8'X12' CONC.TIE BEAM
405,03 TIES * 481C.C.
2 •5 CONT.
1 N 5 IN CONC.
FILLED CELL —9
WINDOW OPEN
(15EARING END) (m
BEAM DROP DETAIL
GENERAL STRUCTURAL NOTES
2.5
2 0 5 CONT.
=SS
SLIDING GLASS DOOR SILL DETAIL
45?l
VAPOR 15ARRIER
1 * 5 CONT.
4D]
1 R 5 CONT.
THICKENED EDGE DETAIL
1 * 5 CONT.
END) O TYP.STEP IN SLAB O TYP.DROP SLAB O
I. GENERAL
A- THE CONTRACTOR SHALL FIELD -CHECK ALL DIMENSIONS ON THE STRUCTURAL
DRAWINGS AND VERIFY THE SAME ON THE ARCHITECTURAL SET. ARCHITECTURAL
DETAILS SUCH ASf SLA5 DEPRESSIONS, WATERPROOFING, CURBS, MECHANICAL
OPENINGS, FASCIA FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON
THE ARCHITECTURAL SET.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AN BRACING TO
ENSURE SAFE - WORKING CONDITIONS AT ALL TIMES. ALL CONSTRUCTION SHALL
CONFORM t0 THE FLORIDA BUILDING CODE 2004.
2- CONCRETE
A_ ALL CASTING IN PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM
COMPRESSIVE STRENGTH(f'c) AT 28 DAYS OF 3000
B. CONCRETE WORK SHALL CONFORM t0 ALL REQUIREMENTS OF ACI -301 (2002)
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING.
3. REINFORCING STEEL
A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH
ACI -318 (2002)
B. REINFORCING STEEL SHALL BE DEFORMED BAR'S CONFORMING TO ASTM A 615
GRADE 6O,
UNLESS OTHERWISE NOTED.
C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185.
D. REINFORCING TO BE SECURELY IN POSITION WITH STANDARD ACCESSORIES
DURING PLACING OF CONCRETE.
E. ALL BOTTOM BARS SHALL BEAR 6' MINIMUM OVER SUPPORTS.
4.MINIMUM CONCRETE OVER REINFORCING MINIMUM CLEAR COVER. (IN.)
A CONCRETE AGAINST AND PERMANENTLY
EXPOSED TO EARTH (UNFORMED FACES) 3
B. CONCRETE EXPOSED TO EARTH OR WEATHER
(FORMED FACES):
A. % BARS AND LARGER 2
5.05 BARS AND SMALLER 11/2
C. NOT IN CONTACT WITH GROUND 3/4'
A. STRUCTURAL 5LA58 4 WALLS
B. BEAMS AND COLUMNS(PRIMARY REINFORCEMENT,
TIES STIRRUPS 8 SPIRALS) 1 -1/2'
C. SLABS ON GRADE OVER VAPOR BARRIER 1 -1/2'
51" IASONRY
A. HOLLOW CONCRETE MASONRY UNITS SHALL BE OF A QUALITY OF AT LEAST
EQUAL TO THAT REQUIRED BY ASTM C SO 'STANDARD SPECIFICATIONS FOR
HOLLOW LOAD BEARING CONCRETE MASONRY UNITS'.
B. ALL MORTAR SHALL COMPLY WITH THE PROPERTY AND PROPORTION
SPECIFICATIONS OF ASTM C 2 -10. EXCEPT THAT SLAG CEMENTS SHALL NO BE
USED. MORTAR FOR EXTERIOR WALLS SHALL BE TYPE M. FOR INTERIOR LOAD
BEARING WALLS THE MORTAR SHALL BE TYPE M OR S. FOR INTERIOR WALLS
ABOVE GRADE AND NOT SUPPORTING LOADS THE MORTAR SHALL BE TYPE M, S,
OR N_
C. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS AT THE
SETTING LOCATION SHALL BE FILLED WITH CONCRETE.
D. GROUT FOR MASONRY UNITS SHALL CONFORM TO ASTM C 4-16 AND SHALL
ATTAIN A COMPRESSIVE STRENGTH OF F'C- 3000 P.S.I, AT 28 DAYS.
E. MINIMUM COMPRESSIVE STRENGTH OF UNIT MASONRY MOO PSI RESULTING
TO PRISM STRENGTH OF 15001 PSI.
F. MAXIMUM POUR LIFT FOR MASONRY UNITS AND GROUT POUR HEIGHT SHALL BE
4' -0'.
G. SLUMP S' + 1'.
&.STRUCTURAL STEEL
A. STRUCTURAL STEELWORK SHALL COMPLY WITH RISC 'SPECIFICATIONS FOR THE
DESIGN,
FABRICATIONS AND ERECTIONS OR BUILDINGS' AS IT APPEARS ON THE MANUAL
OF STEEL
CONSTRUCTION, LATEST EDITION.
B- STRUCTURAL STEEL SHAPES, BARS, PLATES AND PIPES SHALL CONFORM t0
ASTM A 36,
FY= 36 KS I .
C. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A 46, FY= 4 46 K51.
1. STRUCTURAL LUMBER
A. QUALITY OF WOOD TO CONFORM WITH FLORIDA BUILDING CODE 2004
B. WOOD SHALL BE OF A GRADE OF NOT LESS THAN 1,000 P.S.I. OF NORMAL
EXTREME FIBER STRESS. SOUTHERN PINE STRUCTURAL GRADE * 2 OR BETTER
C_ ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
8. WOOD TRUSSES
A. TRUSSES TO BE DESIGNED AND FABRICATED TO MEET THE REQUIREMENTS OF
NATIONAL DESIGN SPECIFICATIONS FOR STRUCTURAL GRADE LUMBER AND ITS
FASTENINGS AND TIMBER CONSTRUCTION STANDARD BY TPi. TRUSSES SHALL BE
DESIGNED FOR SUPERIMPOSED LOADS INDICATED IN PLAN.
B. TRUSSES SHALL BE ENGINEERED TO SPAN THE CONFIGURATION INDICATED ON
DRAWINGS, PROVIDE(3) COPIES 24' X 36' OF TRUSS DRAWINGS AND ENGINEER'S
CALCULATIONS WITH SEAL OF REGISTERED ENGINEER IN THE STATE OF FLORIDA
FOR ARCHITECT'S APPROVAL PRIOR TO FABRICATION.
C. ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS 4 GIRDERS SHALL BE SECURED
WITH APPROVED METAL TIES, CLIPS AND ANCHORS AT CONNECTIONS. SEE
CONNECTION NOTES 4 DETAILS)
CITY 0*7 SOUTH
!' ".1/
I ul_DN�,G {)77T.
DATE: q
12901 S.W. 132 AVE
MIAMI, FLORIDA 33156 I
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BELLONMILANES.COM
AA- 0003505 I?
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
I_I_I
U
11.1
I_I_I
Q
a °C
4
W Lo LL
wcd a
G C.) H
w h �
o
I_I_I
W,
DATE: 02 -13 -01
DRAWN: ALEX P - A.P - J.P
CHECKED: A.F
PROJ. NO: 20061_5052
1.
2.
3.
BDC: 13UILalNG %DEPT, COMMENTS
CC ^ "CHORD NATION1C�iANGES
A13;�'�S -BUT •. M��
x Er(L�0 AFTER APPROVAL
LE�b,kTL �..VELf4►�, ,AIA,
AR- 0087sS7
ANGEL MILANES, AIA
AR- 0015845
s ^3
OF