HomeMy WebLinkAboutS500 - TYPICAL MASONRY DETAILSCMU CONTROL JOINT
PROVIDE VERTICAL REBAR IN FIRST
CELL EACH SIDE OF CONTROL JOINT
DISCONTINUE ALL HORIZONTAL
REINFORCING, MORTAR, AND GROUT
AT CONTROL JOINTS
CMU SASH UNITS WITH CRUCIFORM
CONTROL JOINT INSERT, SEE SPECS
MASONRY REINFORCEMENT LINTEL SCHEDULE
CLEAR SPAN "L" REINF. NOMINAL HEIGHT
UP TO 4'-0"
TO 6'-0"
TO 8'-8"
(2) -#5 BARS
(2) -#5 BARS
(2) -#5 BARS
1'-4"
2'-0"
2'-8"
ELEVATOR MANUFACTURER)
CLEAR OPENING (TO BE SIZED AS REQUIRED BY
8" MIN. BEARING 8" MIN. BEARING
MASONRY LINTEL BEAM, SEE SCHEDULE
JAMB. VERTICAL REINFORCEMENT TO BE
CONTINUOUS THROUGH LINTEL
GROUT CELLS BELOW MASONRY BEARING
SOLID DOWN TO FOUNDATION (TYP.)FOR LINTEL HEIGHTSEE SCHEDULE(SEE SCHEDULE)NOMINAL HEIGHTWALL WIDTH (SEE PLAN OR ARCH)3 1/2"TOP COURSE WITH (2) -#5 HORIZONTAL REBAR
FULLY GROUT HEIGHT OF LINTEL
VERTICAL REINFORCEMENT PER DETAILS WITH
90 DEGREE HOOK AT BOTTOM OF LINTEL
BOND BEAM WITH REINFORCEMENT PER
SCHEDULE
9 GA. (GALV.) HORIZONTAL JOINT
REINFORCING AT 16" O.C. ABOVE
GRADE AND AT 8" O.C. BELOW
GRADE
9 GA. (GALV.) HORIZONTAL JOINT
REINFORCING AT 16" O.C. ABOVE
GRADE AND AT 8" O.C. BELOW GRADE
CMU WALL (SEE DETAILS AND ARCH)
(2) -VERTICAL BARS AT WALL
CORNER IN ALL WALLS (GROUT
REINFORCING CORES SOLID)
(2) -VERTICAL BARS AT WALL
CORNER IN ALL WALLS (GROUT
REINFORCING CORES SOLID)
(2) -VERTICAL BARS AT WALL
CORNER IN ALL WALLS (GROUT
REINFORCING CORES SOLID)
VERTICAL WALL REINFORCING,
SEE DETAILS
(SEE SCHEDULE)SPLICE LENGTH(SEE SCHEDULE)
SPLICE LENGTH
BOND BEAM, SEE DETAILSBOND BEAM, SEE DETAILSBOND BEAM, SEE DETAILS
SEE DETAILS FOR BOND BEAM REINFORCEMENT SEE DETAILS FOR BOND BEAM REINFORCEMENT
SEE DETAILS FOR BOND BEAM REINFORCEMENT
PROVIDE 90 DEGREE CORNER BARS (BAR SIZE TO
MATCH BOND BEAM REINFORCEMENT)
USE LOW LIFT METHOD OF GROUTING (MAX.
GROUT LIFT = 5'-0") HOLD TOP OF EACH GROUT LIFT
2" BELOW TOP OF BLOCK TO PROVIDE KEY FOR
NEXT LIFT.
T/WALL
SEE ARCH
EQ. EQ.
CONT. BOND BEAMS WITH (1) -#5 HORIZONTAL REBAR
CONTINUOUSLY LOCATED AT 8'-0" O.C. (UNO) AND AT:
-TOP OF WALL
-JOIST BEARING
-BRICK RELIEF ANGLE LOCATIONS
PROVIDE 2'-0" DEEP BOND BEAM AT FLOOR LEVELS
AS SHOWN IN DETAILS ON S410
9 GA. GALV. HORIZONTAL JOINT REINFORCING
(LADDER TYPE) AT 16" O.C. ABOVE GRADE AND 8"
O.C. BELOW GRADE AND IN PARAPETS
REINFORCED CONCRETE FOOTING, SEE PLAN,
SCHEDULE AND DETAILS FOR ADDITIONAL
INFORMATION
DOWELS TO MATCH VERTICAL REBAR SIZE AND
SPACING, TERMINATE INTO FOOTING WITH 90
DEGREE HOOK(SEE SCHEDULE)LAP SPLICE8" CMU WALL WITH #5 VERTICAL REBAR AT 32" O.C.
(MINIMUM, UNO). GROUT ALL CELLS ABOVE GRADE
THAT CONTAIN REINFORCING OR ANCHORS
GROUT ALL CELLS BELOW GRADE SOLID INEGSS
LOINA E NPROF REEN o.
GRE S
DRETEI
STATE OF
NA ADNII
11100391 NNAMFFOHHPESOJ
SHEET NUMBER:
PROJECT NUMBER: DRAWN BY:PROJECT TITLE:This is an original design, created by KJG Architecture,
Inc. The concepts, ideas, plans and details are the sole
property of KJG Architecture, Inc. None of the
aforementioned shall be used by or disclosed to any
person, firm or organization for any purpose without the
prior written permission of KJG Architecture, Inc.
NO. DESCRIPTION:DATE
ISSUED:
DRAWING TITLE:
PROFESSIONAL SEAL:
PROJECT DATE:
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KJG ENGINEERING
527 Sagamore Pkwy W., Suite 101
West Lafayette, Indiana 47906
Ph: 765.497.4598 Fx: 765.497.4599
www.kjgengineering.com
08/16/2021MÉLANGE FLATSBUILDING 12VETERANS WAY & MONON GREEN BOULEVARDCARMEL, INDIANA 4603208/16/2021
S500
TYPICAL MASONRY
DETAILS
E2020.174 KBM
3/4" = 1'-0"S500
1 CMU GENERAL DETAILS
1 CONSTRUCTION SET 08/16/21
2 ADDENDUM 1 11/01/21
01/31/22