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<br />❑ ■ ❑ 1:1
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<br />[:11-10
<br />SPACED AT 1'-4" r/c VERTICALLY.
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<br />ADDITIONAL LAYERS ABOVE AND BELOW C
<br />WINDOW AND/OR DOOR OPENINGS, TYP. • 1'-4" 41
<br />❑ ❑ MINIMUM 6: LAP SPLICES 1TD. HK. OR L-BAT, C ,
<br />CONC. FILLED CELL v'
<br />ALTERNATE COURSES w/ VERTICAL REINF.
<br />OF 8" C.M.U.
<br />_ T & B BARS, AS HK. OR L-BA N `
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<br />SEE PLAN & SCHEDULE SHOWN IN BEAM C i
<br />(#5 VERT. @ 32" O.C., TYP. U.N.O.) ro
<br />❑ ❑ CONT. BACKER ROD & SEALANT -
<br />TYP. BOTH FACES OF C.M.U. JLl 0 '
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<br />■ NOTES: ro L
<br />1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS, ,C
<br />WALL ENDS, AND EACH SIDE OF OPENINGS, TYP. DOODO 0 DOOD .. I ........... T & B BARS, AS CONC. FILLED CELL w/ VERTICAL
<br />REINF. EXTENDING THRU BEAM. +�
<br />2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND CONC. FILLED CELL w/ SHOWN IN BEAM TYPICAL THIS PROJECT. +- t
<br />OPENINGS, TYP. 4, ALL LADDER REINF. TO CONTINUE VERTICAL REINF. EXTENDING 0 ;
<br />CONTROL JOINT @ 30'-0" O.C. (MAX) TO ENDS OF WALLS & INTERSECTIONS THRU BEAM. TYPICAL THIS C
<br />3. EMBED VERTICAL REINFORCING CLASS 'B' LAP + 3" INTO CONCRETE. COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS PROJECT. �
<br />WALL REINFORCING TO BE FULL BAR DEPTH + STD. HOOK INTO 8 ro
<br />FOOTINGS, TYP. ro
<br />NOTE: CUT LADDER REINF. @ U ,
<br />4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST CONTROL JOINT 0
<br />COARSE w/ FULL MORTAR BED, TYP. N f
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<br />5. LAY MASONRY IN RUNNING BOND, TYP. (U.N.O.)
<br />Typical Masonry Wall Intersection Typical Masonry Beam Intersection
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<br />1 Typical Masonry Wall Reinforcing 2 Control Joints in Masonry Walls 3 & Corner Reinforcing Detail 4 &Corner Reinforcing Detail v
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<br />S• 3'T SCALE: %a" = 1'-0" �Sl / • T SCALE: %a" = 1'-0" J / • SCALE: %a' = 1'-0" Z17. �'T SCALE: %a = 1'-0" L i
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<br />STOP GROUT POUR 1)/2"U
<br />" (MIN.) BELOW NOTE: • - • 2-#4 CONT.
<br />TOP OF MASONRY UNIT IF POUR IS DO NOT GROUT UNTIL MORTAR HAS -
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<br />STOPPED FOR MORE THAN ONE SET SUFFICIENTLY TO WITHSTAND THE 1-#5 CONT. C
<br />HOUR, TYP. PRESSURE OF THE GROUT. WAIT -� t� �— NOTE:
<br />g D MINIMUM OF 24 HOURS, TYP. g L DO NOT GROUT UNTIL MORTAR HAS KO-1 KO-1 (ALTERNATE)
<br />r SET SUFFICIENTLY TO WITHSTAND WINDOW
<br />THE PRESSURE OF THE GROUT. WAIT OPENING 'n
<br />MINIMUM OF 24 HOURS, TYP. 8 or 12 CMU L
<br />SEE PLANS AND DETAILS FOR SEE PLANS AND DETAILS FOR �_ WALL BEYOND 7U811
<br />7/8"
<br />LOCATION AND REINFORCING MAX. HEIGHT OF LIFT = 5-0" LOCATION AND REINFORCING b b c
<br />OF GROUTED CELLS, TYP. MAX. HEIGHT OF POUR = 24'-0". OF GROUTED CELLS, TYP. - V VERT. REINF. IN SOLID ° v G
<br />MECHANICALLY CONSOLIDATE STOP GROUT POUR 11/" (MIN.) BELOW O Z GROUTED CELL ADJACENT TO p Z C
<br />EACH LIFT 3-5 MINUTES AFTER ° Z OPENINGS, TYP. (U.N.O.) ° Z -- -
<br />TOP OF CONCRETE MASONRY UNIT. Z Uj Z LU c
<br />LIFT IS POURED n. o o- ° ° E °
<br />CONSTRUCT NEXT 5 -0 OF WALL AFTER O O "o O -j 2-#4 CONT. �o O =+ 1-#5 CONT. °
<br />PROVIDE 48 BAR O LAPS, TYP. PROVIDE 48 BAR S?3 LAPS, TYP. LOWER SECTION IS GROUTED, TYP. V TOP & BOT. V TOP & BOT. N
<br />NOTE: T.O. CMU -- - - �
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<br />RECONSOLIDATE THE GROUT AFTER SEE ARCH. o ro
<br />ALLOWING THE EXCESS WATER TO BE --- °-- `
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<br />ABSORBED BY THE MASONRY UNITS
<br />MAX. HEIGHT OF LIFT = 5'-0" BB-1 BB-1 (ALTERNATE) ,a
<br />(3 TO 5 MINUTES)
<br />L"KO-1" IN 8" CMU or "KO-2" IN
<br />GROUT TO CONFORM TO ASTM ; a
<br />12" CMU UP TO 10'-0" WIDE ; 7%e @ RB-1 ro
<br />C476-83. SUBMIT MIX DESIGN FOR „ 115/$" @ RB_2 CONC. CAP 75/8 CONC. CAP v
<br />PROVIDE 4 x6 CLEANOUT HOLE @ NOTE: OPENING. EXTEND 4 MIN. POURED w/ BEAM POURED w/ BEAM °
<br />REVIEW. MAXIMUM AGGREGATE SIZE _ JROUT TO CONFORM TO ASTM ,C
<br />/8 (#8). SLUMP = 8 TO 10 . DO NOT EACH REINF. CELL &REMOVE ALL RECONSOLIDATE THE GROUT AFTER INTO VERT. FILLED CELL, TYP. ' ��
<br />3 :476-83. SUBMIT MIX DESIGN FOR
<br />DEBRIS INSIDE CELLS. SEAL PRIOR ALLOWING THE EXCESS WATER TO B
<br />USE SAME MIX AS USED FOR TIE BEAMS. :EVIEW. MAXIMUM AGGREGATE SIZE = i° Q 2-#4 CONT. IN CAP Q 1-#5 CONT. C u
<br />TO GROUTING, AFTER INSPECTION. ABSORBED BY THE MASONRY UNITS CONT. LATH TO RETAIN
<br />(#8). SLUMP = 8" TO 10". DO NOT IN CAP
<br />(3 TO 5 MINUTES) GROUT IN UPPER COARSE, TYP. E (2-#5 CONT. @ RB-2)
<br />)SE SAME MIX AS USED FOR TIE BEAMS. Z� 0
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<br />N � O N cc O 145 CONT.
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<br />° STD. HOOK @ TOP INTO -- - -
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<br />2-#4 CONT. TOP & O
<br />BOT. (245 CONT. U
<br />4 4 RB-1/RB-2 TOP & BOT. @ RB-2) RB-1 (ALTERNATE) u
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<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
<br />= TUB CONCERTS
<br />DES1614
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<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
<br />considered signed and sealed and the signature must be verified on any electronic copies.
<br />SET DISTRIBUTIONS:
<br />0 SHEET REVISIONS:
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
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