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RELEA5E0 FOR CONSTRUCTION
Suhjec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
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DATE: 06�� $�2O
TRU55 TVPE HORIZONTAL REINFORCING
VERTICAL
WALLREINF
(SEE PLAN)
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PLAN
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ELEVATION
NOTES:
1. BOND BEAM REMF SHALL NOT
BE LAPPED WITHIN 8'�0"
OFCONTROLJOINT.
CONTROUT MATL p. HORIZONTALJOINT REINF
TO BE �ISCONTIN0005 AT
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BON� BEAM REINF TO
BE CONTINUOUS
THROUGHCONTROLJT
(WRAPw/MASTIC FOR
BON� BREAK)
TYP MASONRY CONTROL JOINT
SCALE: 1" = 1'-0"
PROVIDE SPECIAL INSPECTION
PROCEEDURES(LEVEL"B"
pUALITVASSURNACE�AS qggqRDIAMETERLAP
DESCRIBEDIN"TMSa02/Aq SPLICE(TVPJ
530/ASCE 5" (lATEST EDITION)
SUBMIT REPORTS TO MCCOMAS
ENGINEERMG
VERTCMURBNF-
SEE PIAN 8
SCHE�ULE
GROUT ALL MASONRV
GELLS w/ VERT REINF
NOTE:
0o Nor cRour uNrn
MORTAR HAS SET
SUFFIQEMLY TO
WRHSTAN�THEPRESSURE
OF THE GROUT- WAIT NOT
LESS THAN 24 HOURS
LAV UP NEXT 5'�0' OF WALL
AFTER LOWER SECTION IS
GROUTE�
STOP GROUT MIN 1 112" BELOW
TOP OF UNIT IF POUR IS
STOPPE� FOR MORE THAN ONE
HOUR
RECONSOLIDATE THE GROUT
AFTER ALLOWING THE EXCE55
WATER TO BE ABSORBED BY THE
MASONRY UNITS
GROUT TO CONPoRM TO ASTM
CA165UBMIT MIX DESIGN FOR
REVIEW. MAHAGGREGATESIZE=
318", 8" T011" SLUMP - DO NOT USE
SAME MIX AS USED FOR BOND
BEAMS AND/OR LINTELS
4C�31A1115111y6.H�W
CLEANOUTS NOT REpD SINCE GROUT
POUR HBGHT IS 5'-0" OR LESS
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LOW LIFT GROUTING
REQUIREMENTS
SCALE: 3l4" = 1'-0"
SEE PLAN FOR VERTIGAL REINFORCING
SIZE AND SPAQNG - LAP BARS 48 �IA AT
SPLICES EXTEND BARS 40 �IA INTO
FOUNDATION WALL UNO
BLOCKCORESw/ —
REWF STEEL TO BE
FILLED WITH GROUT
THE FULL HEIGHT OF
WALL
HORRONTALREINFORQNG
EVERVi6"VERTICALLV
(DISCONTINUOUS AT VERT
CONTROLJOINTS)
TYPICAL MASONRY WALL
REINFORCING
RUBBER WNTROLJOINT-
SEE SPEQFICATIONS - SEE
ARCH DWGS FOR JOINT
LOCATIONS
SCALE 3/4" = 1'-0"
NOTES'.
1. REMFORCING SHOWN IS IN ADDITION
TOREINFORQNGSHOWNONPLANS INTOREXT-
ANDSPECIALDETAILS. LOA��BERING
2.REINFORCINGTOMATCHWALLREINFORQNG CMU
M�ICATED ON PLANS.
CMU WALL
VERT WALL REMF
u TYPICAL CORNER
INTI
CMO
CMU WALL
VERT WALL
REWF
� GROUTCORE
FULL HEIGHT
u TYPICAL JAMB
TYP MASONRY WALL REINFORCING
SCALE: 3/4" = 1'-0"
CORE RLLED —
SOLI� WITH FINE
GROOT
VERTICALREINF -
(CONT THRO BON�
BEAM)
�
� CONCRETE MASONRV
REGULAR OR KNOCK-
SEE OUTBON�BEAM
SCHE�ULE UNITS
NOTE'.
BOND BEAM REQUIRE�
AT 8'-0" MAXIMUM
VERTICAL SPAQNG
UNLE55 NOTE�
OTHERWISE
TYPICAL BOND BEAM
FORMERLV 3/5401A
SCALE: 3/4" = 1'-0"
OPEN BLOCK CMU WALL -
(FUNNING BON� PATTERNJ
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cMu wnu
VERTREINFORQNG �
HORR REINFORCING
A TYPICAL CORNER
FORMERLV fi/5401A
PEDCOR DESIGN GROUP LLC
Architec[ure / Pmject Managemenl�.
355 City Center Drive
Carmel Indiana 46032
3177057979 (phone)
3177057980 (fax)
Engineer:
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Developer:
P E D C O R
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DEVELOPMENT CO.
Project:
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Set Issue Date Sheet Issue Date
04115/19 04115/19
Drawn By: Checked By:
KLS CRR
Last Revision Date:
No. oate oescription
0
OPEN BLOCK CMU WALL —
(RUNNING BOND PATTERN)
VERT REINFORCING
HORR REINFORCING �
� CMl1 WALL �
#h x N 24" @ g^ pp �
ALTERNATELEG —
DIRECTION OF
INTERSECTION BARS
B TYPICAL INTERSECTION
TYP BOND BEAM CORNER BAR DTL
SCALE: 3/4" = 1'-�"
Project Number:
Sheet Title:
TYPICAL
MASONRY
DETAILS
Sheet Numbec
FORMERLV VS401A SGOS
S��O )
MEI 16054
WALLTIE
u TYPICAL INTERSECTION