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<br />N
<br />O
<br />N
<br />ty
<br />N
<br />0
<br />ro
<br />#5 @ 32" O.C., TYP.
<br />r-4"
<br />ro
<br />SPLICE
<br />OR L-BAR
<br />'L
<br />TYPICAL GRE TRUSS
<br />O
<br />. '.. '.',
<br />D C1 D
<br />D D D DLADDER
<br />REINF. FOR ALL C.M.U. WALLS,
<br />SPACED AT 7'-4" c/c VERTICALLY.
<br />1L
<br />ADDITIONAL LAYERS ABOVE AND BELOW
<br />C
<br />❑ ❑
<br />WINDOW AND/OR DOOR OPENINGS, TYP.
<br />MINIMUM 6: LAP SPLICES
<br />r
<br />T77
<br />1'-4"
<br />STD. HK. OR L-BAA
<br />*'
<br />Z
<br />CONC. FILLED CELL
<br />v
<br />ALTERNATE COURSES
<br />w/ VERTICAL REINF.
<br />- a
<br />❑
<br />OF 8" C.M.U.
<br />T & B BARS, AS TD. HK.
<br />OR L-BA
<br />u
<br />SEE PLAN & SCHEDULE
<br />0 f;
<br />SHOWN IN BEAM
<br />C
<br />(#5 VERT. @ 32" O.C., TYP. U.N.O.)
<br />❑ ❑
<br />CONT. BACKER ROD & SEALANT -
<br />ND
<br />ro
<br />L
<br />TYP. BOTH FACES OF C.M.U.
<br />0
<br />NOTES:
<br />U
<br />U
<br />D-CI DG
<br />D
<br />DO D
<br />1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS,
<br />WALL ENDS, AND EACH SIDE OF OPENINGS, TYP.4OJC�
<br />CONC.
<br />C
<br />r
<br />T & B BARS, AS
<br />FILLED CELL w/ VERTICAL
<br />2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND F-1
<br />OPENINGS, TYP.
<br />L
<br />ALL LADDER REINF. TO CONTINUE
<br />CONC. FILLED CELL w/
<br />VERTICAL REINF. EXTENDING
<br />SHOWN IN BEAM
<br />REINF. EXTENDING THRU BEAM.
<br />TYPICAL THIS PROJECT.
<br />4j
<br />'y
<br />0
<br />4
<br />CONTROL JOINT @
<br />30'-0" O.C. (MAX)
<br />—&
<br />TO ENDS OF WALLS & INTERSECTIONS
<br />THRU BEAM. TYPICAL THIS
<br />.0
<br />3. EMBED VERTICAL REINFORCING CLASS'B' LAP + 3" INTO CONCRETE,
<br />WALL REINFORCING TO BE FULL BAR DEPTH + STD, HOOK INTO 811
<br />COORDINATE LOCATIONS WITH
<br />ARCHITECTURAL DRAWINGS
<br />PROJECT.
<br />�
<br />ro
<br />FOOTINGS, TYP. �
<br />ro
<br />NOTE: CUT LADDER REINF. @
<br />U
<br />4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST
<br />CONTROL JOINT
<br />0
<br />COARSE w/ FULL MORTAR BED, TYP.
<br />N
<br />5. LAY MASONRY INRUNNING BOND, TYP. (U.N.O.)
<br />Typical Masons Wall
<br />vp v
<br />intersection
<br />Typical Masons
<br />vp v
<br />Beam Intersection
<br />L
<br />0
<br />ri"*4 Typical Masonry Wall Reinforcing
<br />2 Control Joints in Masonry Walls
<br />3
<br />&Corner Reinforcing
<br />Detail
<br />q.
<br />&Corner Reinforcing Detail
<br />2 0.3 4 SCALE: %a" = 1'-0"
<br />20.34 SCALE: %a" = 1'-0°
<br />2 0. 3 4
<br />SCALE: %a" = 1'-0"
<br />20.34
<br />SCALE: 3/a" = 1'-a"
<br />L
<br />v
<br />v
<br />'0
<br />ro
<br />NOTE:
<br />STOP GROUT POUR IY2" (MIN.) BELOW DO NOT GROUT UNTIL MORTAR HAS
<br />7%°
<br />244 CONT.
<br />00 ---
<br />7 "
<br />;0- -
<br />0
<br />U
<br />TOP OF MASONRY UNIT IF POUR IS
<br />145 CONT.
<br />b0
<br />SET SUFFICIENTLY TO WITHSTAND THE
<br />OR MORE THAN ONE PRESSURE OF THE GROUT. WAIT
<br />STOPPHOUR,
<br />—d—�—�
<br />NOTE:
<br />TYP.
<br />g MINIMUM OF 24 HOURS, TYP.
<br />g L
<br />DO NOT GROUT UNTIL MORTAR HAS
<br />KO-1
<br />KO-1 (ALTERNATE)
<br />I
<br />SET SUFFICIENTLY TO WITHSTAND
<br />WINDOW
<br />~
<br />THE PRESSURE OF THE GROUT. WAIT
<br />OPENING
<br />,Q
<br />MINIMUM OF 24 HOURS, TYP.
<br />8" or 12" CMU
<br />SEE PLANS AND DETAILS FOR
<br />LOCATION AND REINFORCING MAX. HEIGHT OF LIFT = 5'-0"
<br />POUR
<br />SEE PLANS AND DETAILS FOR �_
<br />LOCATION AND REINFORCING b b
<br />—
<br />WALL BEYOND
<br />VERT. REINF. IN SOLID
<br />75/
<br />7�e
<br />E
<br />c
<br />OF GROUTED CELLS, TYP. MAX. HEIGHT OF = 24'-0".
<br />MECHANICALLY CONSOLIDATE
<br />EACH LIFT 3-5 MINUTES AFTER
<br />OF GROUTED CELLS, TYP.
<br />1 „
<br />STOP GROUT POUR 1/ (MIN.) BELOW
<br />TOP OF CONCRETE MASONRY UNIT.
<br />V
<br />_
<br />O Z
<br />0 Z
<br />Z w
<br />GROUTED CELL ADJACENT TO °
<br />OPENINGS, TYP. (U.N.O.)
<br />V
<br />p Z
<br />o Z
<br />Z w
<br />--
<br />L
<br />G
<br />E
<br />LIFT 15 POURED
<br />CONSTRUCT NEXT 5'-0" OF WALL AFTER
<br />n
<br />O
<br />I
<br />a-
<br />O
<br />-
<br />�D
<br />O J 2-#4 CONT.
<br />-
<br />�D O -� 1-#5 CONT.
<br />PROVIDE 48 BAR 0 LAPS, TYP.
<br />PROVIDE 48 BAR 0 LAPS, TYP.
<br />LOWER SECTION IS GROUTED, TYP.
<br />�
<br />(
<br />� � TOP & 80T.
<br />v � TOP & BOT.
<br />�
<br />NOTE:
<br />T.O. CMU
<br />---
<br />- -
<br />RECONSOLIDATE THE GROUT AFTER
<br />a
<br />SEE ARCH.
<br />>o
<br />a
<br />ALLOWING THE EXCESS WATER TO BE
<br />----
<br />=-
<br />----------- °--
<br />U
<br />ABSORBED BY THE MASONRY UNITS
<br />(3 TO 5 MINUTES)
<br />MAX. HEIGHT OF LIFT = 5'-0"
<br />"KO-1"
<br />BB-1
<br />BB-1 (ALTERNATE)
<br />a
<br />11
<br />GROUT TO CONFORM TO ASTM
<br />C476-83. SUBMIT MIX DESIGN FOR
<br />PROVIDE 4 x6 CLEANOUT HOLE @
<br />NOTE:
<br />IN 8" CMU or "KO-2" IN
<br />12 CMU UP TO or WIDE
<br />OPENING. EXTEND 4 MIN.
<br />i
<br />7Y8" @ RB-1
<br />11%" @ RB-2 CONC. CAP
<br />POURED BEAM
<br />CONC. CAP
<br />7j8' POURED w/ BEAM
<br />ro
<br />v
<br />REVIEW. MAXIMUM AGGREGATE SIZE _
<br />EACH REINF. CELL & REMOVE ALL
<br />%" (#8). SLUMP = 8" TO 10". DO NOT
<br />GROUT TO CONFORM TO ASTM
<br />-476-83. SUBMIT MIX DESIGN FOR
<br />RECONSOLIDATE THE GROUT AFTER
<br />INTO VERT. FILLED CELL, TYP.'
<br />w1
<br />C
<br />+'
<br />DEBRIS INSIDE CELLS. SEAL PRIOR
<br />USE SAME MIX AS USED FOR TIE BEAMS.
<br />TO GROUTING, AFTER INSPECTION.
<br />'EVIEW. MAXIMUM AGGREGATE SIZE =
<br />ALLOWING THE EXCESS WATER TO B
<br />ABSORBED BY THE MASONRY UNITS
<br />CONT. LATH TO RETAIN °
<br />°
<br />X
<br />¢
<br />•
<br />2-#4 CONT. IN CAP
<br />><
<br />¢ 1-#5 CONT.
<br />.0
<br />y
<br />$" (#8). SLUMP = 8" TO 10". DO NOT
<br />)SE SAME MIX AS USED FOR TIE BEAMS.
<br />(3 TO 5 MINUTES)
<br />GROUT IN UPPER COARSE, TYP.
<br />�t
<br />• ° (2-#5 CONT. @ RB-2)
<br />o ---
<br />IN CAP
<br />It Z) -
<br />3
<br />Q a
<br />a a
<br />VERT. REINF. PER PLAN wl
<br />Z
<br />oOc O
<br />v
<br />Z oOc O 1-#5 CONT.
<br />V TOP & BOT.
<br />�'
<br />a
<br />4
<br />a a
<br />4
<br />a a
<br />STD. HOOK @ TOP INTO
<br />---
<br />G
<br />44
<br />as
<br />BOND BEAM, TYP,
<br />2-#4 CONT. TOP &
<br />0
<br />a4 Q
<br />a
<br />a4 a
<br />a
<br />BOT. (245 CONT.
<br />U
<br />a Q a s
<br />a s a a
<br />s
<br />RB-1/RB-2 TOP & BOT. @ RB-2)
<br />RB-1 (ALTERNATE)
<br />U
<br />v
<br />a
<br />a
<br />0
<br />5 Typical High Lift Grouting Detail
<br />6 Typical Low Lift Grouting Detail
<br />7
<br />Typical Bond Beam @
<br />Window Sill
<br />K008
<br />Masonry Beam Sections
<br />a
<br />2 SCALE: Y4' = P-0"
<br />0.34
<br />SCALE: Y4' = 1'-0"
<br />20.34
<br />2 O 4 SCALE: %4" = 1'-0"
<br />SCALE: %4" = P-0"
<br />20.3
<br />.
<br />L
<br />0
<br />to
<br />0
<br />4
<br />PIER
<br />BONDED PIER (COURSES 16" GROU ED SOL D
<br />U
<br />SHALL ALTERNATE), TYP. FULL HEIGHT
<br />U
<br />N
<br />0.
<br />a N
<br />4 O
<br />° � z
<br />C
<br />ro
<br />(2) #6 VERT. FULL HEIGHT w/
<br />to
<br />C
<br />CMU PILASTER "816° DOWELS TO FOOTING, TYP.
<br />ro
<br />a.
<br />.0
<br />PIER
<br />16" NOM.
<br />b4
<br />.0
<br />v
<br />ROUTED SOLID
<br />FULL HEIGHT
<br />0
<br />o
<br />C
<br />(4) #6 VERT. FULL HEIGHT
<br />V DOWELS TO FOOTING,
<br />i
<br />& I w/
<br />a a TYP.
<br />LUT
<br />_
<br />N
<br />ONV—
<br />C
<br />W
<br />CMU PILASTER "P1616"
<br />C
<br />0
<br />r
<br />+j
<br />4.
<br />0
<br />9 Reinforced CMU Pilsater Detail
<br />to
<br />v I
<br />S2 .34 SCALE: �,,=1,_0rr
<br />.0
<br />v
<br />+j
<br />0
<br />3
<br />Q
<br />J
<br />}
<br />❑1
<br />O
<br />W
<br />F
<br />0
<br />0
<br />IL
<br />IL
<br />Z
<br />0
<br />N
<br />W
<br />U
<br />Z
<br />z
<br />2
<br />W
<br />W
<br />0
<br />0
<br />0
<br />a
<br />W
<br />Z
<br />U
<br />z
<br />z
<br />U
<br />0
<br />W
<br />0
<br />O
<br />E
<br />W
<br />1—
<br />z
<br />cc
<br />W
<br />af
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<br />FORUME
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />PLANNING I ARCHRECTURE I SITE# M DESIGN
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<br />��00000000�o�ao�
<br />C. SDO, �o�o
<br />0 Duo E��
<br />0 � o
<br />o7A ° 2D97/22 o°DWG
<br />o OD TAT OF
<br />0
<br />��749 DND
<br />Robert C. Scroggins, P.E.
<br />FL Registration No. 56158
<br />This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date
<br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not
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<br />SET DISTRIBUTIONS:
<br />A SHEET REVISIONS:
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
<br />Structural Sections &
<br />Details
<br />S20.34
<br />
|