|
THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE
<br />ONE BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER
<br />IS THE GREATER.
<br />SLABS (LT.WT. CONC. OR STONE CONC.)
<br />1"
<br />GIRDERS AND BEAMS (TO STIRRUPS)
<br />1 1/2"
<br />JOISTS (STONE OR LT.WT.) BOTTOM BARS
<br />1 1/4"
<br />TIED COLUMNS AND PIERS
<br />SURFACE EXPOSED TO EARTH AND WEATHER (TO TIES)
<br />2"
<br />OTHER SURFACES (TO TIES)
<br />1 1/2"
<br />FOUNDATION ELEMENTS
<br />FORMED SURFACES
<br />2"
<br />SURFACES PLACED AGAINST EARTH
<br />3"
<br />WALLS
<br />SURFACES EXPOSED TO EARTH
<br />2"
<br />SURFACES EXPOSED TO WEATHER
<br />1 1/2"
<br />OTHER SURFACES
<br />1"
<br />TYPICAL CONCRETE
<br />COVER FOR REINFORCING 3-064
<br />BARS
<br />fc = 5000 PSI, NORMAL WEIGHT
<br />fc = 3000 PSI, NORMAL WEIGHT
<br />TENSION LAP SPLICES
<br />COMPRESSION
<br />LAP LENGTH PER SPACING AND COVER CASE
<br />BAR
<br />LAP
<br />LAP SPLICES
<br />CASE 1
<br />CASE 2
<br />SIZE
<br />CLASS
<br />TOP BARS
<br />OTHER BARS
<br />TOP BARS
<br />OTHER BARS
<br />#3
<br />A
<br />22
<br />17
<br />32
<br />25
<br />12
<br />B
<br />28
<br />22
<br />42
<br />32
<br />#4
<br />A
<br />29
<br />22
<br />43
<br />33
<br />15
<br />B
<br />37
<br />29
<br />56
<br />43
<br />#5
<br />A
<br />36
<br />28
<br />54
<br />41
<br />19
<br />B
<br />47
<br />36
<br />70
<br />54
<br />#6
<br />A
<br />43
<br />33
<br />64
<br />50
<br />23
<br />B
<br />56
<br />43
<br />84
<br />64
<br />#7
<br />A
<br />63
<br />48
<br />94
<br />72
<br />26
<br />B
<br />81
<br />63
<br />122
<br />94
<br />#8
<br />A
<br />72
<br />55
<br />107
<br />82
<br />30
<br />B
<br />93
<br />72
<br />139
<br />107
<br />#9
<br />A
<br />81
<br />62
<br />121
<br />93
<br />34
<br />B
<br />105
<br />81
<br />157
<br />121
<br />#10
<br />A
<br />91
<br />70
<br />136
<br />105
<br />38
<br />B
<br />118
<br />91
<br />177
<br />136
<br />#11
<br />A
<br />101
<br />78
<br />151
<br />116
<br />42
<br />B
<br />131
<br />101
<br />196
<br />151
<br />TENSION LAP SPLICES
<br />COMPRESSION
<br />LAP LENGTH PER SPACING AND COVER CASE
<br />BAR
<br />LAP
<br />LAP SPLICES
<br />CASE 1
<br />CASE 2
<br />SIZE
<br />CLASS
<br />TOP BARS
<br />OTHER BARS
<br />TOP BARS
<br />OTHER BARS
<br />#3
<br />A
<br />17
<br />13
<br />25
<br />19
<br />12
<br />B
<br />22
<br />17
<br />33
<br />25
<br />#4
<br />A
<br />22
<br />17
<br />33
<br />26
<br />15
<br />B
<br />29
<br />22
<br />43
<br />33
<br />#5
<br />A
<br />28
<br />22
<br />42
<br />32
<br />19
<br />B
<br />36
<br />28
<br />54
<br />42
<br />#6
<br />A
<br />33
<br />26
<br />50
<br />38
<br />23
<br />B
<br />43
<br />33
<br />65
<br />50
<br />#7
<br />A
<br />49
<br />37
<br />73
<br />56
<br />26
<br />B
<br />63
<br />49
<br />94
<br />73
<br />#8
<br />A
<br />55
<br />43
<br />83
<br />64
<br />30
<br />B
<br />72
<br />55
<br />108
<br />83
<br />#9
<br />A
<br />63
<br />48
<br />94
<br />72
<br />34
<br />B
<br />81
<br />63
<br />122
<br />94
<br />#10
<br />A
<br />70
<br />54
<br />105
<br />81
<br />38
<br />B
<br />91
<br />70
<br />137
<br />105
<br />#11
<br />A
<br />78
<br />60
<br />117
<br />90
<br />42
<br />B
<br />101
<br />78
<br />152
<br />117
<br />1/2 "S" MAX.
<br />NOTE 4.
<br />U)
<br />w
<br />1/2 "S" MAX,
<br />1/2 "S" MAX_
<br />"S" MAX.
<br />NOTE 6 - 6" MAX
<br />NOTES:
<br />CASE 1
<br />BEAMS AND COLUMNS:
<br />CONCRETE COVER >/= TO BAR DIAMETER, C-C BAR
<br />SPACING >/= TO 2X BAR DIAMETER AND WITH STIRRUPS
<br />OR TIES THROUGHOUT TENSION LAP SPLICE LENGTH
<br />NOT LESS THAN THE CODE MINIMUM.
<br />OTHER MEMBERS:
<br />CONCRETE COVER >/= TO THE BAR DIAMETER AND C-C
<br />BAR SPACING >/= TO 3X BAR DIAMETER.
<br />CASE 2
<br />BEAMS AND COLUMNS:
<br />CONCRETE COVER < BAR DIAMETER AND C-C BAR
<br />SPACING < 2X BAR DIAMETER.
<br />OTHER MEMBERS:
<br />CONCRETE COVER < BAR DIAMETER OR C-C BAR
<br />SPACING < 3X BAR DIAMETER.
<br />* LAP CLASS "B" IS TO BE USED UNLESS OTHERWISE
<br />SPECIFIED IN THESE CONTRACT DOCUMENTS.
<br />TENSION AND COMPRESSION LAP SPLICES WITH F'c = 3000 PSI 3-065
<br />NOTES:
<br />CASE 1
<br />BEAMS AND COLUMNS:
<br />CONCRETE COVER >/= TO BAR DIAMETER, C-C BAR
<br />SPACING >/= TO 2X BAR DIAMETER AND WITH
<br />STIRRUPS OR TIES THROUGHOUT TENSION LAP
<br />SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM.
<br />OTHER MEMBERS:
<br />CONCRETE COVER >/= TO THE BAR DIAMETER AND C-
<br />C BAR SPACING >/= TO 3X BAR DIAMETER.
<br />CASE 2
<br />BEAMS AND COLUMNS:
<br />CONCRETE COVER < BAR DIAMETER AND C-C BAR
<br />SPACING < 2X BAR DIAMETER.
<br />OTHER MEMBERS:
<br />CONCRETE COVER < BAR DIAMETER OR C-C BAR
<br />SPACING < 3X BAR DIAMETER.
<br />* LAP CLASS "B" IS TO BE USED UNLESS OTHERWISE
<br />SPECIFIED IN THESE CONTRACT DOCUMENTS.
<br />TENSION AND COMPRESSION LAP SPLICES WITH F'c = 5000 PSI 3-067
<br />BOTTOM DESIGNER SPECIFY NOTES:
<br />LAYER SLAB Ld TENSION OR E
<br />STEEL COMP DEV LENGTH,
<br />�Ln nnini 1. FOR COLUMN SIZE, VERTICAL REINFORCING AND
<br />3"MAX. FROM
<br />NOTE 2 REBAR IN
<br />SHALLOWEST
<br />FF BM. NOTE 4.
<br />AT ROOF
<br />NOTE 1
<br />TYPICAL COLUMN
<br />SEE COL. SCHEDULE
<br />FOR LAP TYPE.
<br />BOTT. LAYER
<br />SLAB STEEL
<br />-I -
<br />3" CLEAR SPLICE LENGTH, SEE COLUMN SCHEDULE.
<br />I 2. FOR COLUMN TIE SIZE AND SPACING SEE TYPICAL
<br />L. T
<br />COLUMN SECTIONS AND TIE SCHEDULED , UNLESS
<br />NOTED OTHERWISE IN COLUMN SCHEDULE.
<br />3.
<br />FOUNDATION DOWELS TO MATCH SIZE AND NUMBER
<br />co
<br />OF COLUMN REINFORCING.
<br />4.
<br />TOP TIE SET TO BE 1/2 TIE SPACING FROM BOTTOM
<br />CD
<br />SLAB REINFORCING, OR IF BEAMS FRAME INTO EACH
<br />SIDE OF COLUMN, TOP TIE SET SHALL BE 3" FROM
<br />BOTTOM REINFORCING OF THE SHALLOWEST BEAM.
<br />5.
<br />MAXIMUM DIMENSION TO BE 1'-6" OR DEPTH OF
<br />DEEPEST MEMBER FRAMING INTO COLUMN,
<br />AT ROOF
<br />WHICHEVER IS GREATER. MAX. 1 TO 6 SLOPE. IF
<br />COLUMN OFFSET IS GREATER THAN 3" SEE DETAIL "A".
<br />6.
<br />PROVIDE 3 FULL SETS OF TIES AT LOWER OFFSET
<br />w
<br />BEND OF VERTICAL REINFORCING PROVIDE TIE
<br />AROUND EVERY COLUMN VERTICAL.
<br />DET A
<br />O p
<br />I
<br />w LAP SPLICE IF
<br />COL OFFSET
<br />PROVIDE DOWEL FOR
<br />COL REINFORCING IF
<br />IS 3" OR LESS
<br />1/2 "S" MAX. COL OFFSET IS >3 w
<br />Lu � 13� In
<br />DESIGNE Q m: j W
<br />~ R BAR IN FROM
<br />w SPECIFY TOP OF FTG Z n~ 0 0
<br />O
<br />z SHALLOWEST p Ld,TEN. - U w0 U U
<br />z OR COMP. a- (n Y z Y
<br />BM. NOTE 4 „
<br />S„
<br />MAX. SPLICE. DET A w cn of U p 0
<br />rr
<br />J
<br />NOTE 6 - 6" MAX.
<br />ui
<br />O
<br />0
<br />Z
<br />w
<br />F-
<br />U
<br />w
<br />0°
<br />fn
<br />Lei
<br />0
<br />w
<br />112 "S" MAX.
<br />I
<br />ILL
<br />L
<br />O
<br />U
<br />w
<br />�m
<br />cc
<br />J
<br />P:
<br />OJ
<br />NOTE 3
<br />BEAMS FRAME INTO
<br />.
<br />4 SIDES OF COLUMN.
<br />AT FOUNDATION
<br />TYPICAL
<br />CONCRETE TIED COLUMN
<br />DETAIL
<br />Jo_ x0w0O
<br />w-a
<br />0 w
<br />0 Z—U
<br />=O OWYLL—
<br />CUi�L`' wa gC��
<br />0 m LL -a
<br />3-200
<br />fc = 4000 PSI, NORMAL WEIGHT
<br />TENSION LAP SPLICES
<br />COMPRESSION
<br />LAP LENGTH PER SPACING AND COVER CASE
<br />BAR
<br />LAP
<br />LAP SPLICES
<br />CASE 1
<br />CASE 2
<br />SIZE
<br />CLASS
<br />TOP BARS
<br />OTHER BARS
<br />TOP BARS
<br />OTHER BARS
<br />#3
<br />A
<br />19
<br />15
<br />28
<br />22
<br />12
<br />B
<br />24
<br />19
<br />36
<br />28
<br />#4
<br />A
<br />25
<br />19
<br />37
<br />29
<br />15
<br />B
<br />32
<br />25
<br />48
<br />37
<br />#5
<br />A
<br />31
<br />24
<br />47
<br />36
<br />19
<br />B
<br />40
<br />31
<br />60
<br />47
<br />#6
<br />A
<br />37
<br />29
<br />56
<br />43
<br />23
<br />B
<br />48
<br />37
<br />72
<br />56
<br />#7
<br />A
<br />54
<br />42
<br />81
<br />63
<br />26
<br />B
<br />70
<br />54
<br />106
<br />81
<br />#8
<br />A
<br />62
<br />48
<br />93
<br />71
<br />30
<br />B
<br />80
<br />62
<br />121
<br />93
<br />#9
<br />A
<br />70
<br />54
<br />105
<br />81
<br />34
<br />B
<br />91
<br />70
<br />136
<br />105
<br />#10
<br />A
<br />79
<br />61
<br />118
<br />91
<br />38
<br />B
<br />102
<br />79
<br />153
<br />118
<br />#11
<br />A
<br />87
<br />67
<br />131
<br />101
<br />42
<br />B
<br />113
<br />87
<br />170
<br />131
<br />NOTES:
<br />CASE 1
<br />BEAMS AND COLUMNS:
<br />CONCRETE COVER >/= TO BAR DIAMETER, C-C BAR
<br />SPACING >/= TO 2X BAR DIAMETER AND WITH STIRRUPS
<br />OR TIES THROUGHOUT TENSION LAP SPLICE LENGTH
<br />NOT LESS THAN THE CODE MINIMUM.
<br />OTHER MEMBERS:
<br />CONCRETE COVER >/= TO THE BAR DIAMETER AND C-C
<br />BAR SPACING >/= TO 3X BAR DIAMETER.
<br />CASE 2
<br />BEAMS AND COLUMNS:
<br />CONCRETE COVER < BAR DIAMETER AND C-C BAR
<br />SPACING < 2X BAR DIAMETER.
<br />OTHER MEMBERS:
<br />CONCRETE COVER < BAR DIAMETER OR C-C BAR
<br />SPACING < 3X BAR DIAMETER.
<br />* LAP CLASS "B" IS TO BE USED UNLESS OTHERWISE
<br />SPECIFIED IN THESE CONTRACT DOCUMENTS.
<br />TENSION AND COMPRESSION LAP SPLICES WITH F'c = 4000 PSI 3-066
<br />BEAM DIAGRAM NOTES:
<br />1. FOR TYPICAL DETAILS AND GENERAL NOTES, SEE SHEET S000 AND S000.
<br />2. FOR TYPICAL BEAM SECTIONS, SEE SECTIONS AND DETAIL SHEETS.
<br />3. UNLESS OTHERWISE NOTED, STIRRUPS SHALL BE DETAILED AS SHOWN THUS:
<br />ISOLATED BEAMS SPANDREL BEAMS, SLAB ON
<br />CLOSED STIRRUP ONE SIDE CLOSED STIRRUP
<br />ALTERNATE LOCATION WITH 1350 HOOKS LOCATED ON
<br />OF 1350 HOOKS SLAB SIDE
<br />3" IV, .ITTI
<br />INTERIOR BEAM
<br />CLOSED STIRRUP
<br />ALTERNATE LOCATION
<br />OF 135' HOOKS
<br />3" MAX.
<br />11
<br />j V
<br />2 STIRRUPS/SINGLE SET 4 STIRRUPS/DOUBLE SETS
<br />NOTE: BUNDLE TIES
<br />TOGETHER
<br />4. PROVIDE MINIMUM (2)-1 1/2" BEAM BOLSTERS PLACED LONGITUDINALLY BELOW STIRRUPS TO ENSURE
<br />PROPER CLEARANCE.
<br />5. ALL CONTINUOUS TOP BARS SHALL BE SPLICED AT MIDSPAN AND ALL CONTINUOUS BOTTOM BARS SHALL BE
<br />SPLICED AT SUPPORTS, TYPICAL UNLESS OTHERWISE NOTED.
<br />6. ALL TOP AND BOTTOM SPLICES SHALL BE CLASS "B" TENSION LAP SPLICE UNLESS OTHERWISE NOTED.
<br />7. EE = EACH END, LE= LEFT END, RE= RIGHT END, EF = EACH FACE.
<br />8. LOCATE ONE LONGITUDINAL BAR ON EACH CORNER OF STIRRUPS. IF NEEDED ADD A #7 LONGITUDINAL.
<br />9. PROVIDE #4 @ 16" ADDITIONAL STIRRUPS THROUGHOUT ENTIRE LENGTH OF ROOF DRAINS, WHERE THEY RUN
<br />INSIDE THE BEAMS.
<br />10. PROVIDE (2)-#5 CONT. AND EQUALLY SPACED ON EACH FACE OF 36" DEEP BEAMS. USE CLASS B TENSION LAP
<br />SPLICE AND HOOK AT THE ENDS U.N.O.
<br />CONCRETE BEAM DIAGRAM NOTES
<br />SAWED JOINT TO 1/4" MAX.
<br />BE FILLED WITH
<br />FIELD MOLDED T/4 MIN.
<br />FILLER -SEE SPECS.
<br />SAWED CONTROL JOINT DETAIL
<br />MAX. = 12'-0"
<br />U.N.O.
<br />❑STRIPS
<br />CAST FIRST
<br />SAWED CONTROL JOINT
<br />CONSTRUCTION JOINT
<br />®INFILL
<br />STRIPS
<br />SLAB PLACEMENT SEQUENCE
<br />EDGE BEFORE
<br />REMOVING BULKHEAD T/10 (3/4" MIN.)
<br />EDGE TO MATCH
<br />CONSTRUCTION JOINT
<br />,I e ..,E +
<br />G,. - r Z1777J,,_
<br />n
<br />VAPOR BARRIER
<br />BREAK BOND TO LATER
<br />COMPOUND TO THE SIDES
<br />OF THE EARLIER POUR
<br />BULKHEAD DETAILS FOR CONSTRUCTION JOINT
<br />3-102
<br />METAL KEY
<br />BULKHEAD OF
<br />2" LUMBER.
<br />NOTES:
<br />1. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MINIMUM
<br />COMPRESSIVE STRENGTH AS INDICATED ON THE "CONCRETE AND
<br />REINFORCING" NOTES.
<br />2. SUPERPLASTICIZER SHALL BE USED IN SLAB ON GRADE
<br />CONCRETE - SEE SPECIFICATIONS.
<br />3. SLAB ON GRADE CONCRETE MIX SHALL HAVE A WATER -CEMENT
<br />RATIO AS INDICATED IN SPECS AND OR NOTES.
<br />4. CONSTRUCTION JOINTS SHALL BE LOCATED A MINIMUM OF 5'-0"
<br />AWAY FROM ANY OTHER JOINTS TO WHICH THEY ARE PARALLEL.
<br />5. SAW CUTTING SHALL BE DONE WITH A POWER SAW WITH A
<br />MASONRY CUTTING BLADE. CUTTING SHALL BE DONE AS SOON AS
<br />CONCRETE HARDENS ENOUGH SO THAT THE BLADE DOES NOT
<br />DISLODGE THE AGGREGATES.
<br />6. WHERE SAWCUT IS DISCONTINUED AT A TRANSVERSE JOINT, STOP
<br />CUT 2" SHORT.
<br />7. SLAB REINFORING NOT SHOWN FOR CLARITY.
<br />TYPICAL SLAB ON GRADE JOINT DETAILS
<br />3-201
<br />TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE
<br />STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING
<br />CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE
<br />MASTER
<br />CONSULTING
<br />ENGINEERS, INC.
<br />STRUCTURAL CONSULTANTS
<br />5523 WEST CYPRESS ST., STE.200
<br />TAMPA, FLORIDA 33607-1735
<br />P 1813.287.3600 F 1813.287.3622
<br />www.mcengineers.com
<br />THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY
<br />OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED,
<br />COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRTTEN
<br />AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC.
<br />CA: 8426 PROJ NO. 2049-022
<br />0 COPYRIGHT 2016
<br />Furr,
<br />Wegman &
<br />Banks
<br />Architects, P.A. AR0006480
<br />625 EAST ORANGE ST.
<br />LAKELAND, FL 33801
<br />E-MAIL: INFOQFW BARCHITECTS.COM
<br />WW W. FW BARCH ITECTS.COM
<br />PH. 863.688.121 1
<br />®COPY RIGHT 2021
<br />FURR, WEGMAN & BANKS ARCHTECTS, PA
<br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE
<br />PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA.
<br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS
<br />AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION,
<br />ALL RIGHTS RESERVED.
<br />�Qgq,�o �00000� 44t10pp�P
<br />qqd �'•�'� C E N 8•'• 6 �
<br />Q?: i°
<br />a F 0
<br />O. N 81
<br />P ' • O
<br />-0
<br />EOF :40
<br />e°O 0
<br />Op
<br />4 F •: <� O:•'G a
<br />�000
<br />NA L
<br />4000
<br />ROBERT L. BELL, P.E.
<br />FL. LIC. No. 74081
<br />J
<br />z
<br />O
<br />H
<br />w
<br />w
<br />L
<br />1
<br />z
<br />O
<br />a
<br />U
<br />w
<br />0
<br />z
<br />0
<br />U)
<br />>
<br />w
<br />of
<br />w
<br />a
<br />0
<br />T'
<br />CN
<br />O
<br />Q
<br />ti
<br />N
<br />00
<br />O
<br />W
<br />Q
<br />Z
<br />W
<br />Z
<br />O
<br />o
<br />U 0
<br />0
<br />J
<br />_j
<br />U
<br />F_
<br />W
<br />0
<br />zZ LO
<br />(1)
<br />O
<br />W M
<br />U
<br />L.`
<br />O
<br />0
<br />Q
<br />Cr
<br />c� w
<br />O
<br />U
<br />=� 0
<br />w
<br />mQ 2�
<br />W
<br />rnm
<br />CL
<br />Q
<br />I—
<br />W Q N
<br />a
<br />PROJ MGR:
<br />D BY:
<br />T
<br />JOB NUMBER:
<br />21-19
<br />SHEET NUMBER:
<br />S302
<br />
|