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SEE PLAN
FFE
SEE PLAN
ROOF
MA
X
1"
EXTEND VERT BAR TO WITHIN 1" OF TOP OF BOND BEAM
BOND BEAM w/ (2) #5CONT UNO, FILL SOLID w/ GROUT
VERT REINF, SEE SCHD
W1.7 HORIZ WALLTIES AT 16" OC, TYPALL MASONRY WALLS
DWLS w/ STD 90° HK TO MATCH VERT REINF SIZE AND SPACING PLACE VERT REBAR IN
CTR OF WALL, PROVIDE PREFABRICATED WIRE POSITIONERS AT 24" OC MAX (9 GA MIN)
SINGLE BAR PER CELL
SE
E R
OO
F F
RA
MIN
G P
LA
N A
ND
AR
CH
DW
GS
WA
LL
HE
IGH
T
MA
X
1"
TWO BARS PER CELL (ONE EA FACE)
SE
E R
OO
F F
RA
MIN
G P
LA
N A
ND
AR
CH
DW
GS
WA
LL
HE
IGH
T
FILL ALL CELLS BELOW FINISHEDFLOOR AND WHERE REBAR OCCURS SOLID w/ GROUT
SE
E S
CH
D
LA
P S
PL
ICE
SE
E S
CH
D
LA
P S
PL
ICE
SEE PLAN
ROOF
SEE PLAN
FFE
SOG, SEE PLAN
W1.7 HORIZ WALLTIES AT 16" OC, TYPALL MASONRY WALLS
PLACE VERT REBAR AS SHOWN, PROVIDE PREFABRICATED WIRE POSITIONERS AT 24" OC MAX (9 GA MIN)
SOG, SEE PLAN
VERT REINF, SEE SCHD
EXTEND VERT BAR TO WITHIN 1" OF TOP OF BOND BEAM
BOND BEAM w/ (2) #5CONT UNO, FILL SOLID w/ GROUT
BOND BEAM w/ (2) #5 CONT UNO, FILL SOLID w/ GROUT
BOND BEAM w/ (2) #5 CONT UNO, FILL SOLID w/ GROUT
CLR3"CLR
3"
0" TYP 0" TYP
FILL ALL CELLS BELOW FINISHED FLOOR AND WHERE REBAR OCCURS SOLID w/ GROUT
DWLS w/ STD 90° HK TO MATCH VERT REINF SIZE AND SPACING
SEE PLAN
FFE
MINIMUM SEISMIC REINFORCING AT ALL MASONRY WALLS NOTES:
1. ALL MASONRY WALLS SHALL BE VERTICALLY REINFORCED CONTINUOUSLY FROM SUPPORT TO SUPPORT:A. AT EACH CORNERB. AT EACH SIDE OF EACH OPENINGC. AT WALL ENDS WALLS SHALL BE REINFORCED WITH #5 BARS AT THESE LOCATIONS UNLESS OTHERWISE NOTED IN OTHER SECTIONS AND DETAILS.
2. HORIZONTAL BOND BEAMS REINFORCED AS NOTED IN SECTIONS OR LINTEL SCHEDULE SHALL BE FURNISHED:A. AT THE TOP AND BOTTOM OF ALL WALL OPENINGS AND SHALL EXTEND NOT LESS THAN 2'-0" PAST THE FACE OF OPENING OR STEEL LINTEL BEARING.B. CONTINUOUSLY AT STRUCTURALLY CONNECTED ROOF AND FLOOR LEVELS AND AT THE TOP OF ALL WALLS.
3. ALL VERTICAL BARS SHALL BE GROUTED IN 5'-0" MAX LIFTS.4. WHERE DETAILS SHOWN ON OTHER SHEETS NOTE REINFORCING OF GREATER SIZE AND/OR CLOSER SPACING, THE REINFORCING REQUIREMENT IN SAID DETAIL SHALL GOVERN.
THE SEISMIC REINFORCING NOTED AT WALL OPENINGS, CORNERS AND ENDS SHALL BE IN ADDITION TO REINFORCING NOTED IN OTHER DETAILS.5. PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AT 16"OC, MAX VERTICAL SPACING. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.6. SEE PLANS AND DETAILS FOR WALL REINFORCING.7. WALL CONTROL JOINTS IN CMU TO BE LOCATED PER S111 AND AT 30'-0" OC MAX.
DWL ALL BARS TO FTG/GRADE BEAM OR
THICKENED SLAB
CONT BOND BEAM AT T/WALL, ALL ROOF/FLOOR LEVELS, AND AS INDICATED
WALL CONTROL JOINT WALL REINF, SEE NOTE 6
SEE NOTE 1-A
OPNG
OPNGOPNG
T/WALL
9
S311
S311
8
3
S312S312
4
TY
P
1"
BOND BEAM REINF AT T/WALL, ROOF, AND FLOOR LEVELS TO BE CONT THROUGH CONTROL JTS
PROVIDE BOND BEAM ABOVE AND BELOW EA OPNG, SEE NOTE 2-A
SP
AC
ING
, S
EE
NO
TE
2-C
BO
ND
BE
AM
GROUT SOLID BELOW GRADE
MECH OPNG
1/4x 2" RIGID STEEL ANCHORS AT 4' - 0" OC OR INTERLOCKING COURSES
2" 32"
2"
THICKENED SLAB
CMU WALL VERTICAL REINFORCING SCHEDULEWALL TYPE
THICKNESS
MW1
12"
(2) #5 AT 48"
NOTES:1. WHERE SINGLE BAR IS INDICATED IN SCHEDULE, PROVIDE VERTICAL CONTINUOUS BAR FULL
HEIGHT OF WALL WITH DOWEL TO FOUNDATION CENTERED IN GROUT FILLED CELL AT WALL ENDS, CORNERS, INTERSECTIONS, EACH SIDE OF WALL CONTROL JOINTS, OPENING JAMBS, AND AT MAXIMUM SPACING INDICATED IN SCHEDULE.
2. WHERE (2) BARS ARE INDICATED IN SCHEDULE, PROVIDE (2) VERTICAL CONTINUOUS BARS (ONE EACH FACE) FULL HEIGHT OF WALL WITH DOWEL TO FOUNDATION IN GROUT FILLED CELL AT WALL ENDS, CORNERS, INTERSECTIONS, EACH SIDE OF WALL CONTROL JOINTS, OPENING JAMBS, AND AT MAXIMUM SPACING INDICATED IN SCHEDULE.
3. VERTICAL LIMIT OF WALLS TO EXTEND FROM LOWEST LEVEL INDICATED ON PLAN TO FLOOR OR ROOF LEVEL ABOVE UNLESS NOTED OTHERWISE.
REINFORCEMENT
MW2
12"
(2) #5 AT 24"
MW3
SEE,
(1) #5 AT 16"
6 / S321CMU WALL REINFORCING LAP SPLICE SCHEDULE
BAR SIZE
LAP SPLICE LENGTH (INCHES)
8" CMU 12" CMU
1 BAR/CELL CTRD 2 BARS/CELL CLR 3" 1 BAR/CELL CTRD 2 BARS/CELL CLR 3"
#3 19" 19" 19" 19"
#4 25" 30" 25" 25"
#5 31" 49" 31" 39"
#6 57" 53" 75"
#7 79" 61" 104"
CORNERINTERSECTION
OPENING - WALL TERMINATION
VERT WALL REINF CTRD IN CELL, TYP
VERT WALL REINF CTRD IN CELL, TYP
VERT WALL REINF CTRD IN CELL, TYP
CONTROL JOINT
VERT WALL REINF CTRD IN CELL, TYP
CJ, SEE ARCH FOR LOCATIONS AND DETAILS
PLAN AT CORNERPLAN AT INTERSECTION
(2) ADDL CORNER BARS AS SHOWN, SAME SIZE AS CONT
REINF
TY
P
30"
LA
P
0" TYP
TYP
30" LAP
CONT BOND BEAM REINF
0" TYP
MAX CLEAR SPAN DEPTH 'D' 8" WALL
6' - 4" 16"
NOTES:1. USE THIS SCHEDULE AT OPENINGS IN CMU WALLS WHERE LINTELS ARE NOT INDICATED ON
PLANS.2. SEE AND FOR CMU LINTEL SECTION AND ELEVATION.3. REINFORCING TO BE HELD OFF BOTTOM OF MASONRY BLOCK USING PREFABRICATED CHAIRS
(SUBMIT FOR APPROVAL). REBAR TO BE LOCATED IN BOND BEAM WITHIN ±1/4" (CONSTRUCTION TOLERANCE) AS SHOWN IN DETAIL.
4. PROVIDE 2'-0" BEARING OVER MASONRY EACH END WHERE POSSIBLE, SEE CMU WALL REINFORCING AND LINTEL DETAILS.
5. SEE ARCHITECTURAL AND MEP DRAWINGS FOR LINTELS IN NON-LOAD BEARING WALLS.
MARK
ML1
CMU LINTEL
1" MIN
PREFABRICATEDCHAIR
12" WALL
(2) #5 BOTT
WIDTH 'W' 8" WALL
16"
JAMB
12" WALL
(2) #5 EA CELL
ML2
ML3
ML4CLR3"
CLR
1"
CLR
1 1
/2"
9 / S311 8 / S311
SE
E A
RC
H
OP
NG
D
CMU LINTEL, SEE PLAN AND SCHD FOR LOCATIONS, SIZE, AND REINF
BOND BEAM w/ (2) #5 UNDER OPNG, FILL w/ GROUT, SEE NOTE 2-A
TYP VERT REINF (IF SPACING IS LESS THAN CLEAR SPAN)
NOTES:1. BRICK VENEER NOT SHOWN FOR CLARITY.2. SEE FOR LOOSE LINTEL WHERE
REQUIRED AT OPENINGS IN BRICK VENEER.
TYP
2' - 0" MIN
LINTEL, SEE SCHD
VERT JAMB REINF SEE LINTEL SCHD; FILL CELLS w/ GROUT FULL HEIGHT AT REBAR
OPNG
W
D
9
S311
2' - 6" MIN
LAP 48 BAR Ø
MIN
2' - 0" LAP
BOND BEAM REINF
Z-BAR TO MATCH BOND BEAM REINF
30290 Mt. Wolf Road
Charlotte Hall, MD 20622
DAN WRAY, P.E.
COLIN MANNING
1319FLMK19
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.
Little 2019c
w w w . l i t t l e o n l i n e . c o m
PH: 704-633-8250
2110 EXECUTIVE DRIVE
SALISBURY, NC 28145
FX: 704-636-4940
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
ISSUE FOR
ISSUE DATE
SHEET NUMBER
LITTLE PROJECT NUMBER
T: 704.525.6350 F: 704.561.8700
615 South College St. Ste. 1600
TM
DIVERSIFIED ARCHITECTURAL CONSULTING
FILE NAME
PROJECT NUMBER
Charlotte, NC 28202
PROFESSIONAL CERTIFICATION:
I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NUMBER 43230, EXPIRATION DATE 1/9/21.
CONSTRUCTION
1.28.2020
C.M. & S.V.
Food Lion Store #1319
122.13133.00
S311
CMU DETAILS
NOT TO SCALES311
1 TYPICAL CMU WALL REINFORCING SECTIONNOT TO SCALES311
2 TYPICAL CMU WALL REINFORCING DIAGRAM
NOT TO SCALES311
3 CMU WALL VERTICAL REINFORCING SCHEDULENOT TO SCALES311
4 MASONRY LAP SPLICE SCHEDULENOT TO SCALES311
5 TYPICAL CMU WALL REINFORCINGNOT TO SCALES311
6 TYPICAL BOND BEAM CORNERS AND INTERSECTIONS
NOT TO SCALES311
7 CMU LINTEL SCHEDULENOT TO SCALES311
9 CMU LINTEL SECTIONNOT TO SCALES311
8 CMU LINTEL ELEVATION3/4" = 1'-0"S311
10 TYPICAL STEP IN CMU BOND BEAM
1319 S311_00 CMU Details
NO. REASON DATE
