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<br />SPLICE
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<br />TYPICAL E GA. WIRE TRUSS C.M.U.OR
<br />LADDER REINF. FOR ALL U. WALLS,
<br />SPACED AT 1'-4" c/c VERTICALLY.
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<br />ADDITIONAL LAYERS ABOVE AND BELOW5L
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<br />WINDOW AND/OR DOOR OPENINGS, TYP.
<br />MINIMUM 6: LAP SPLICES
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<br />F-4"
<br />TD. HK. OR L-BA
<br />4''
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<br />CONC. FILLED CELL
<br />ALTERNATE COURSES
<br />w/ VERTICAL REINF.
<br />- 0
<br />1,-4„
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<br />OF 8" C.M.U.
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<br />T& B BARS, AS TD. HK.
<br />OR L-BA
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<br />SEE PLAN & SCHEDULE
<br />SHOWN IN BEAM
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<br />(#5 VERT. @ 32" O.C., TYP. U.N.O.)
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<br />CONT. BACKER ROD & SEALANT -
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<br />TYP. BOTH FACES OF C.M.U.'CAN
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<br />1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS,
<br />WALL ENDS, AND EACH SIDE OF OPENINGS, TYP.
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<br />CONC. FILLED CELL w/ VERTICAL
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<br />T & 6 BARS, AS
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<br />2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND CJ
<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 />+
<br />Sd
<br />0
<br />OPENINGS, TYP.
<br />CONTROL JOINT @
<br />30'-0" O.C. (MAX)
<br />TO ENDS OF WALLS & INTERSECTIONS
<br />THRU BEAM. TYPICAL THIS
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<br />3. EMBED VERTICAL REINFORCING CLASS'B' LAP + 3" INTO CONCRETE.
<br />WALL REINFORCING TO BE FULL BAR DEPTH + STD. HOOK INTO 8"
<br />COORDINATE LOCATIONS WITH
<br />ARCHITECTURAL DRAWINGS
<br />PROJECT.
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<br />FOOTINGS, TYP.
<br />NOTE: CUT LADDER REINF. @
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<br />4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST
<br />CONTROL JOINT
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<br />COARSE w/ FULL MORTAR BED, TYP.
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<br />5. LAY MASONRY IN RUNNING BOND, TYP. (U.N.O,)
<br />Typical Masonry Wall
<br />Intersection
<br />Typical Masonry
<br />Beam Intersection
<br />,A
<br />Typical Masonry Wall Reinforcing
<br />2 Control Joints in Masonry Walls
<br />3
<br />&Corner Reinforcing
<br />Detail
<br />4
<br />&Corner Reinforcing Detail
<br />°
<br />..CC.
<br />V19.34 SCALE: ,4" _ ,'-o°
<br />S 19.3 4 SCALE: %4" = 1'-0"
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<br />SCALE: �4° =1'-0°
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<br />SCALE: %4" = 1'-0"
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<br />75//8"
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<br />NOTE:
<br />STOP GROUT POUR lY2" (MIN.) BELOW DO NOT GROUT UNTIL MORTAR HAS
<br />TOP OF MASONRY UNIT IF POUR IS
<br />•• 2-#4 CONT.
<br />lilt
<br />- -.
<br />00 1-#5 CONT.
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<br />SET SUFFICIENTLY TO WITHSTAND THE
<br />STOPPED FOR MORE THAN ONE _-
<br />fJ �— PRESSURE OF THE GROUT. WAIT
<br />�—r�—
<br />NOTE:
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<br />HOUR, TYP.
<br />Q MINIMUM OF 24 HOURS, TYP.
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<br />DO NOT GROUT UNTIL MORTAR HAS
<br />KO-1
<br />KO-1 (ALTERNATE)
<br />SET SUFFICIENTLY TO WITHSTAND
<br />WINDOW
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<br />THE PRESSURE OF THE GROUT. WAIT
<br />OPENING
<br />1�
<br />MINIMUM OF 24 HOURS, TYP.
<br />8" or 12" CMU
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<br />SEE PLANS AND DETAILS FOR
<br />SEE PLANS AND DETAILS FOR
<br />WALL BEYOND
<br />7%"
<br />LOCATION AND REINFORCING _ MAX. HEIGHT OF LIFT = 5'-0"
<br />OF GROUTED CELLS, TYP. MAX. HEIGHT OF POUR = 24'-0".
<br />LOCATION AND REINFORCING h
<br />OF GROUTED CELLS, TYP. - -
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<br />VERT. REINF. IN SOLID
<br />V
<br />- MECHANICALLY CONSOLIDATE
<br />EACH LIFT 3-5 MINUTES AFTER
<br />=
<br />STOP GROUT POUR 112" (MIN.) BELOW
<br />TOP OF CONCRETE MASONRY UNIT.
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<br />GROUTED CELL ADJACENT TO
<br />OPENINGS, TYP. (U.N.O.)
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<br />LIFT l5 POURED
<br />PROVIDE 4$ BAR LAPS, TYP.
<br />=
<br />PROVIDE 48 BAR !� LAPS, TYP. _
<br />CONSTRUCT NEXT 5 -0 OF WALL AFTER
<br />LOWER SECTION IS GROUTED, TYP.
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<br />.2
<br />p _j 2-#4 CONT.
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<br />v �+ TOP & BOT.
<br />:o Q -1 1-#5 CONT.
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<br />O _ . TOP & BOT.
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<br />NOTE:
<br />-=
<br />T.O. CMU ,.
<br />--
<br />- -
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<br />RECONSOLIDATE THE GROUT AFTER
<br />= SEE ARCH.
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<br />ALLOWING THE EXCESS WATER TO BE
<br />-- -=�
<br />-- e---=---- °--
<br />ABSORBED BY THE MASONRY UNITS
<br />- -
<br />- (3 TO 5 MINUTES)7.
<br />-
<br />MAX. HEIGHT OF LIFT = 5'-0"
<br />°
<br />° I �° .`
<br />"KO-1" "KO-2"
<br />`}� �
<br />BB-1
<br />BB-1 (ALTERNATE)
<br />d
<br />_
<br />GROUT TO CONFORM TO ASTM -
<br />C476-83. SUBMIT MIX DESIGN FOR
<br />REVIEW. MAXIMUM AGGREGATE SIZE _ PROVIDE 4"x6" CLEANOUT HOLE @
<br />,ROUT TO CONFORM TO ASTM
<br />NOTE:
<br />-
<br />IN 8" CMU or IN
<br />12 CMU UP TO 10-0 WIDE
<br />OPENING. EXTEND 4" MIN.
<br />I]%" @ RB-2 CONC. CAP
<br />,� --,� POURED w/ BEAM
<br />5 CONC. CAP
<br />7�a POURED w/ BEAM
<br />C
<br />L
<br />EACH REINF. CELL & REMOVE ALL
<br />%" (#8). SLUMP = 8" TO 10". DO NOT _.
<br />-
<br />-476-83. SUBMIT MIX DESIGN FOR
<br />RECONSOLIDATE THE GROUT AFTER
<br />INTO VERT. FILLED CELL, TYP.
<br />-
<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 />; c
<br />CONT. LATH TO RETAIN
<br />X
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<br />r .
<br />2-#4 CONT. IN CAP
<br />X
<br />¢ 1-#5 CONT.
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<br />e" (#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.
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<br />." . - (2-#5 CONT. @ RB-2)
<br />f - _° IN CAP
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<br />Z ce O 1-#5 CONT.
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<br />VERT. REINF. PER PLAN w/
<br />--
<br />TOP & BOT.
<br />- -
<br />0.
<br />STD. HOOK @ TOP INTO
<br />E
<br />'='
<br />BOND BEAM, TYP.
<br />244 CONT. TOP &
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<br />RB-1/RB-2 TOP & BOT. @ RB-2)
<br />R13-1 (ALTERNATE)
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<br />5 Typical High Lift Grouting Detail
<br />6 Typical Low Lift Grouting Detail
<br />7
<br />Typical Bond Beam @
<br />Window Sill
<br />g Masonry Beam Sections
<br />a
<br />SCALE: Y4" = 1'-0"
<br />519.34
<br />SCALE: %4" = 1'-0"
<br />519.34
<br />.0
<br />SCALE:
<br />SCALE: %4" = F-0"
<br />519.34
<br />SCALE: /4 = 1'-0"
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<br />BONDED PIER (COURSES 16" GROU ED SOLDto
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<br />SHALL ALTERNATE), TYP. FULL HEIGHT
<br />COL 1MN
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<br />- (8) #6 VERT. @ "P-3" FULL
<br />HEIGHT w/ DOWELS TO
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<br />FOOTING, TYP.
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<br />(2) #6 VERT. FULL HEIGHT w/
<br />"
<br />CMU PILASTER "P-1" DOWELS TO FOOTING, TYP. �
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<br />#3 CLOSED TIES @ 12" O.C.
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<br />(MAX.), TYP.
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<br />PIER PER CONCRETE COLUMN "CC-01"
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<br />16" OM, 16" i OM.
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<br />FULL HEIGHT FULL HEIGHT
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<br />(4) #6 VERT. @ (8) #6 VERT.
<br />@ "P-3" FULL
<br />"P-2" FULL HEIGHT o HEIGHT
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<br />w/ DOWELS TO FOOTING, TYP.
<br />FOOTING, TYP.° O O •, T •
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<br />9 Reinforced CMU Pilsater/'Concrete Column Details4-1
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<br />SCALE: [" _ 1'-0"
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<br />mFORUME
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<br />Altamonte Springs, FL 32714
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<br />City of Zephyrhills, FL
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<br />FL Registration No. 56158
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<br />EDITED BY:
<br />RCS, TLW
<br />SC&D PROJECT N0. 21-020
<br />FORUM PROJECT N0. 4097
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