PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESE DOCUMENTS …

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