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PROVIDE OFFSET IN SLAB
<br />FOR METAL WALL PANELS,
<br />COORDINATE SIZE WITH
<br />CONCRETE PAVEMENT
<br />FILL W/ CONCRETE SAME
<br />METAL BUILDING
<br />SEE CIVIL DRAWINGS
<br />CAPACITY AS SLAB
<br />MANUFACTURER
<br />CONCRETE COLUMN,
<br />SLOPE
<br />SEE PLAN AND
<br />I'
<br />JOINT FILLER TO EXTEND
<br />(1)-#5 CONT. TOP
<br />SCHEDULE
<br />FULL DEPTH OF JOINT
<br />FINISH FLOOR
<br />1/4"/FT. MIN.
<br />EL =SEE PLAN
<br />g
<br />CONCRETE COLUMN,
<br />FILL W/ CONCRETE
<br />k�
<br />o
<br />` '
<br />SEE PLAN AND
<br />L.
<br />SAME CAPACITY AS
<br />z
<br />- m
<br />SCHEDULE °
<br />SLAB
<br />_
<br />(1)-#5 CONTINUOUS TOP
<br />I.
<br />NOTE:
<br />(2)-#5 CONT.
<br />Q
<br />#4 @ 32" O.C. BEND
<br />FOOTING, SLAB & COLUMN
<br />REINFORCEMENT NOT
<br />'
<br />R
<br />DOWELS TO
<br />MATCH COLUMN
<br />1/2" PREMOLDED
<br />JOINT FILLER &
<br />BOTTOM V-011
<br />U
<br />BARS INTO SLAB
<br />�
<br />SHOWN FOR CLARITY.
<br />REINFORCING "I
<br />SEALANT
<br />I
<br />SECTION X
<br />;{-
<br />ADJACENT TO CONC PAVEMENT
<br />T.O. SLAB
<br />CONCRETE SLAB,
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<br />EL= SEE PLAN1001
<br />SEE PLAN 1
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<br />PROVIDE 3/4" DEPRESSION
<br />KEYED CONSTRUCTION
<br />_x
<br />IN SLAB AT OVERHEAD
<br />:•
<br />_
<br />��
<br />JOINT, TYPICAL00
<br />I'
<br />DOORS. COORDINATE SIZE
<br />CONCRETE PAVEMENT
<br />• <•
<br />"'
<br />0
<br />WITH OVERHEAD DOOR
<br />SEE CIVIL DRAWINGS
<br />CONTINUOUS
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<br />— —
<br />•;
<br />U_ Q
<br />SHOP DRAWINGS
<br />-
<br />FOOTING
<br />FOOTING, SEE
<br />w a
<br />(1) #3 TOP (4 SIDES),
<br />REINFORCING, a
<br />w ii
<br />(1)-#5 CONTINUOUS TOP
<br />SLOPE
<br />FOUNDATION PLAN
<br />TYPICAL
<br />SEE SCHEDULE
<br />FINISH FLOOR
<br />1/4"/FT. MIN.
<br />FOR REINFORCING
<br />EEI
<br />3
<br />Q
<br />EL= SEE PLAN
<br />CLEAR
<br />M w
<br />k\EE
<br />-
<br />FOUNDATION
<br />PLA
<br />�(
<br />SEE FOUNDATION
<br />U
<br />Z
<br />OR FOOTING
<br />PLAN
<br />1
<br />BPIER
<br />ELOW L
<br />— — —
<br />—�
<br />NO KEY @ COLUMN
<br />(2)-#5 CONTINUOUS
<br />Q
<br />PREMOLDED JOINT
<br />POCKET, TYPICAL
<br />BOTTOM 1 �_p��
<br />v
<br />FILLER & SEALANT
<br />(4) SIDES, TYPICAL
<br />PLAN
<br />ADJACENT TO CONCRETE
<br />TYPICAL CONCRETE
<br />TYPICAL SLAB ON GRADE
<br />3-005
<br />SLAB HAUNCH BEARING
<br />3-008
<br />TYP. COLUMN
<br />ISOLATION 3-014
<br />COLUMN FOOTING
<br />3-017
<br />EDGE
<br />ON FOOTING SECTION
<br />JOINT DETAIL
<br />WITHOUT PIER
<br />REINFORCING TO THAN PIPE
<br />MATCH NUMBER
<br />& SIZE OF BOTTOM
<br />REINFORCING OF 9" 91.
<br />FOOTING, SEE
<br />PLAN MIN. MIN.
<br />uW 104
<br />SINGLE PIPE DETAIL
<br />BANK OF PIPES DETAIL
<br />PIPE SLEEVE DETAIL AT FOUNDATION
<br />3-054
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<br />LAP BOTTOM STEEL
<br />"
<br />OVER SUPPORTS
<br />2" TO START OF
<br />_�.
<br />SEE BEAM SCHEDULE
<br />STIRRUPS TYPICAL
<br />FOR STIRRUP SPACING
<br />COLUMN
<br />L1
<br />COLUMN
<br />L2
<br />COLUMN
<br />L3
<br />SUPPORT
<br />SUPPORT
<br />SUPPORT
<br />NOTE:
<br />1. WHERE TOP & BOTTOM BARS ARE IN MULTIPLE LAYERS, PROVIDE 1" CLEAR BETWEEN
<br />LAYERS TYPICAL.
<br />2. SEE TENSION AND COMPRESSION LAP SPLICE TABLES FOR PROPER LAP AND CONCRETE
<br />STRENGTH.
<br />3. ALL BOTTOM LAYERS OF STEEL MUST BE LAPPED OVER CENTERLINE OF SUPPORT.
<br />4. ALL TOP AND INTERMEDIATE LAYERS OF STEEL MUST BE LAPPED AT MID -SPAN OF BEAM.
<br />5. SEE CONCRETE BEAM SCHEDULE FOR ALL BEAM REINFORCING AND SEE FRAMING
<br />PLANS FOR BEAM DESIGNATION AND PLACEMENT.
<br />TYPICAL CONCRETE BEAM BAR PLACEMENT DIAGRAM 3-062
<br />NOTE:
<br />1. DIMENSION "a" TO BE KEPT IN BLOCK COURSING
<br />NOT TO EXCEED V-4" AT MASONRY WALLS OR
<br />l'-6" AT CONCRETE WALLS.
<br />2. FOOTING REINFORCING IN ALL BLOCK
<br />FOUNDATION WALLS (2)-#5 CONTINUOUS
<br />(EXTEND THRU SPREAD FOOTINGS U.N.O.).
<br />3. DIMENSION = LAP TYPE "B" MINIMUM.
<br />4. DOWELS AS REQUIRED.
<br />TYPICAL STEPPED
<br />FOOTING DETAIL
<br />3-055
<br />X X X X
<br />6.
<br />„ NOTE 1
<br />�.
<br />4 BARS 6 BARS 8 BARS
<br />NOTE 1 X X
<br />NOTE 1
<br />9 �• !6
<br />XE
<br />X t•
<br />t..
<br />t.
<br />10 BARS 12 BARS 14 BARS
<br />X X
<br />X X
<br />NOTE 1 '
<br />16 BARS WALL TYPE COLUMN NOTES:
<br />2'-1"STAGGER FOR #4 1. THESE BARS MUST BE TIED AS SHOWN BY
<br />DASHED LINES WHEN "X" DISTANCE IS OVER 6
<br />1'-6" STAGGER FOR #3 INCHES AND NEED NOT BE TIED WHEN "X" IS 6"
<br />• "`' , ;° OR LESS.
<br />NOTE 4 2. MINIMUM CLEAR COVER 1 1/2" TO TIES (2" FOR
<br />4 BARS 5 OR MORE •.3 -. EXPOSED CONDITION).
<br />BARS 3. FOR VERTICAL COLUMN REINFORCING, SEE PLAN
<br />MINIMUM (3) AND COLUMN SCHEDULE.
<br />TIES IN ROUND COLUMN SPACERS PER 4. FOR SPIRAL SEE COLUMN SCHEDULE.
<br />SIZE AND SPACING OF COL. TIES
<br />B
<br />A
<br />8"
<br />101,
<br />1211
<br />1411
<br />16"
<br />1811
<br />20"
<br />22"
<br />24" OR
<br />MORE
<br />#5
<br />#3@8
<br />#3@10
<br />#3@10
<br />#3@10
<br />#3@10
<br />#3@10
<br />#3@10
<br />#3@10
<br />#3@10
<br />#6
<br />#3@8
<br />#3@10
<br />#3@12
<br />#3@12
<br />#3@12
<br />#3@12
<br />#3@12
<br />#3@12
<br />#3@12
<br />#7
<br />#3@8
<br />#3@10
<br />#3@12
<br />#3@14
<br />#3@14
<br />#3@14
<br />#3@14
<br />#3@14
<br />#3@14
<br />#8
<br />#3@8
<br />#3@10
<br />#3@12
<br />#3@14
<br />#3@16
<br />#3@16
<br />#3@16
<br />#3@16
<br />#3@16
<br />#9,#10
<br />#3@8
<br />#3@10
<br />#3@12
<br />#3@14
<br />#3@16
<br />#3@18
<br />#3@18
<br />#3@18
<br />#3@18
<br />#11#14
<br />& #18
<br />#4@8
<br />#4@10
<br />#4@12
<br />#4@14
<br />#4@16
<br />#4@18
<br />#4@20
<br />#4@22
<br />#4@22
<br />A = SIZE OF VERTICAL REINFORCING
<br />B = LEAST DIMENSION OF COLUMN
<br />ROUND COLUMNS SPIRAL
<br />W/ SPIRALS
<br />TYP. COLUMN SECTIONS & TIE SCHEDULE 1_]
<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 WRITTEN
<br />AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC.
<br />CA: 8426 PROJ NO. 2049-022
<br />© 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: IN FOQFWBARCHITECTS.COM
<br />W W W. FW BARC H ITECTS.COM
<br />PH. 863.688.1211
<br />®COPYRIGHT2D21
<br />FURR, WEGMAN & BANKS ARCHITECTS, 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 WITHOUTSPECIFIC WRITTEN PERMISSION.
<br />ALL RIGHTS RESERVED.
<br />�o,�°°ooaoo040�pflQQ
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<br />E OF .✓41
<br />,� °��° �•. � 2 : •mod
<br />S QBONA L••�o���
<br />�D0�4044�000a°°°�
<br />ROBERT L. BELL, P.E.
<br />FL. LIC. No. 74081
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<br />PROJ MGR: CKD BY:
<br />JOB NUMBER:
<br />21-19
<br />SHEET NUMBER:
<br />S301
<br />
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