|
T
<br />5-206
<br />S306
<br />53 SECTION 3
<br />S401 SCALE: 1/2" = 1'-0"
<br />3
<br />5-206
<br />S
<br />U.M.D.
<br />VARIES
<br />BOND BEAM W/ (2) #5 BARS,
<br />PROVIDE MATCHING
<br />CORNER BARS AT WALL
<br />INTERSECTIONS
<br />CMU WALL, SEE PLAN FOR
<br />VERT. REINF.
<br />2"-CONCRETE TOPPING
<br />SLAB OVER HOLLOWCORE
<br />FLOOR PLANK, TYPICAL.
<br />3RD FLOOD
<br />22' - 10"
<br />HOLLOWCORE PLANK
<br />FLOOR FRAMING, SEE PLAN.
<br />8"x 24" CONIC TIE BEAM,
<br />EACH LEVEL, TYPICAL.
<br />BOND BEAM W/ (2) #5 BARS
<br />AT 4'-0" O/C, PROVIDE
<br />MATCHING CORNER BARS
<br />AT WALL INTERSECTIONS,
<br />TYPICAL.
<br />2"-CONCRETE TOPPING
<br />SLAB OVER HOLLOWCORE
<br />FLOOR PLANK, TYPICAL.
<br />2ND FLOO
<br />_*
<br />12' - 10"
<br />HOLLOWCORE PLANK
<br />FLOOR FRAMING, SEE PLAN.
<br />CMU WALL, SEE PLAN FOR
<br />VERT. REINF.
<br />BOND BEAM W/ (2) #5 BARS
<br />AT 4'-0" O/C, PROVIDE
<br />MATCHING CORNER BARS
<br />AT WALL INTERSECTIONS,
<br />TYPICAL.
<br />SLAB ON GRADE,
<br />SEE PLAN
<br />WELDED WIRE
<br />MESH, TYP.
<br />SLAB ON GRAD
<br />0'-0"
<br />FOUNDATION
<br />SEE PLAN
<br />CONT WALL FOOTING,
<br />SEE PLAN FOR REINF
<br />52 END WALL SECTION
<br />S401 SCALE: 1/2" = 1'-0"
<br />T/ WALL
<br />35'-41'
<br />PRE -CAST LINTEL, TYP.
<br />WALL BEYOND
<br />2"-CONCRETE TOPPING
<br />SLAB OVER HOLLOWCORE
<br />FLOOR PLANK, TYPICAL.
<br />3RD FLOOR I�
<br />8"x 24" CONIC TIE BEAM,
<br />EACH LEVEL, TYPICAL.
<br />HOLLOWCORE PLANK
<br />FLOOR FRAMING, SEE PLAN.
<br />2"-CONCRETE TOPPING
<br />SLAB OVER HOLLOWCORE
<br />FLOOR PLANK, TYPICAL.
<br />SEE SLAB PLAN NOTES FOR
<br />REINFORCING
<br />2ND FLOOR
<br />12' - 10"
<br />HOLLOWCORE PLANK
<br />FLOOR FRAMING, SEE PLAN.
<br />CMU WALL, SEE PLAN FOR
<br />VERT. REINF.
<br />PRE -CAST LINTEL, TYP.
<br />WALL BEYOND
<br />SLAB ON GRADE,
<br />SEE PLAN
<br />WELDED WIRE
<br />MESH, TYP.
<br />SLAB ON GRADE --
<br />FOUNDATION
<br />SEE PLAN
<br />CONT WALL FOOTING,
<br />SEE PLAN FOR REINF
<br />WALL
<br />35' - 4"
<br />BOND BEAM W/ (2) #5 BARS,
<br />PROVIDE MATCHING
<br />CORNER BARS AT WALL
<br />INTERSECTIONS
<br />2"-CONCRETE TOPPING
<br />SLAB OVER HOLLOWCORE
<br />FLOOR PLANK, TYPICAL.
<br />SEE SLAB PLAN NOTES FOR
<br />REINFORCING
<br />_ 3RD FLOOR
<br />22' - 10"
<br />CONIC TIE BEAM, EACH
<br />LEVEL, TYPICAL.
<br />HOLLOWCORE PLANK
<br />FLOOR FRAMING, SEE PLAN.
<br />BOND BEAM W/ (2) #5 BARS
<br />AT 4'-0" O/C, PROVIDE
<br />MATCHING CORNER BARS
<br />AT WALL INTERSECTIONS,
<br />TYPICAL.
<br />2"-CONCRETE TOPPING
<br />SLAB OVER HOLLOWCORE
<br />FLOOR PLANK, TYPICAL.
<br />2ND FLOOR
<br />12' - 10"
<br />HOLLOWCORE PLANK
<br />FLOOR FRAMING, SEE PLAN.
<br />CMU WALL, SEE PLAN FOR
<br />VERT. REINF.
<br />SLAB ON GRADE,
<br />SEE PLAN
<br />WELDED WIRE
<br />MESH, TYP.
<br />1/2" PRE -MOLDED
<br />JOINT FILLER
<br />SLAB ON GRADE
<br />0'-0"
<br />FOUNDATION
<br />SEE PLAN
<br />CONT WALL FOOTING,
<br />SEE PLAN FOR REINF
<br />51 BRG. WALL SECTION
<br />S401 SCALE: 1/2" = 1'-0"
<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.meengineers.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. AR0006ASO
<br />625 EAST ORANGE ST.
<br />LAKELAND, FL 33801
<br />E-MAIL: INFO@FWBARCHITECTS.COM
<br />W W W. FW BARC H ITECTS.0 OM
<br />PH. 863.688.1211
<br />0 COPY RIGHT 2D21
<br />FURR, WEGMAN-& BANKS ARCHITECTS, PA
<br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE
<br />PROPERTY OF PURR, 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 />L44pp Q 0000
<br />q Q��' •� C E NSF •40
<br />p a
<br />0' No 7 1 .� O
<br />ATE OF Jam"
<br />^
<br />•. to O;•'G��a
<br />0a0
<br />4DU0
<br />ROBERT L. BELL, P.E.
<br />FL. LIC. No. 74081
<br />J
<br />z
<br />O
<br />W
<br />LU
<br />x
<br />U)
<br />Lf)
<br />z
<br />O
<br />H
<br />0
<br />W
<br />0
<br />z
<br />O
<br />Lu
<br />LL
<br />Q
<br />0
<br />a04
<br />M
<br />1
<br />to
<br />Co
<br />ti
<br />r
<br />CV
<br />O
<br />N
<br />ti
<br />N
<br />O
<br />O
<br />W
<br />Q
<br />0
<br />F-
<br />z
<br />W
<br />U
<br />J
<br />0
<br />O
<br />Q
<br />Z
<br />Cl
<br />w
<br />Ua
<br />o
<br />_j
<br />U
<br />0
<br />F-
<br />z
<br />Q
<br />zZ
<br />L0
<br />O
<br />2 w L`
<br />o
<br />OO
<br />cn _
<br />O
<br />_
<br />_ o=
<br />mQ
<br />W
<br />CQ
<br />W
<br />2:12-
<br />�
<br />C' J Q (D N
<br />a
<br />PROJ MGR:
<br />BY:
<br />7
<br />JOB NUMBER:
<br />21-19
<br />SHEET NUMBER:
<br />S401
<br />
|