FFE

ROOF

SEE ARCH

REMOVE EXIST CMU

SE

E A

RC

H

VIF

10

' - 0

" M

AX

EXIST BOND BEAM AT ROOF, VIF

(2) NEW #5 BOTT IN GROUT FILLED COURSE; BREAK OUT EXIST CMU WEBS AS REQD TO INSTALL REINF AND GROUT; EXTEND BARS 2' - 0" BEYOND JAMB EA SIDE; LAP 30" AT ALL SPLICES

EXIST CMU WALL

(1) NEW #5 VERT CTRD IN GROUT FILLED CELL; REMOVE EXIST CMU FACE SHELLS AS REQD TO INSTALL REINF AND GROUT; LAP 30" AT ALL SPLICES

REMOVE EXIST WALL 4" BELOW FLOOR LEVEL AND FILL w/ CONC AT OPNG SILL

DRILL AND EPOXY REINF 4" INTO EXIST GROUT FILLED CMU AT BOTT OF WALL w/ HILTI HIT-HY 270 (IF CMU IS NOT GROUTED, DRILL AND EPOXY #5 INTO EXIST WALL FTG w/ HILTI HIT-HY 200; 6" MIN EMBED)

EXIST CMU WALL FTG, VIF

DRILL AND EPOXY REINF 4" INTO EXIST BOND BEAM AT ROOF

MIN

1' - 4"

MIN

1' - 4"

0" TYP

MIN

1' -

4"

NOTES:1. SHORE EXISTING CMU WALL AS REQUIRED UNTIL NEW LINTEL IS IN PLACE.2. SEE ARCHITECTURAL DRAWINGS FOR NEW OPENING LOCATIONS.

FFE

SEE ARCH

EXIST CMU WALL

(1) NEW #5 HORIZ CTRD IN GROUT FILLED CELL AT TOP AND BOTT OF EXIST OPENING AND AT 48" OC MAX (SPACED VERTICALLY); LAP 25" AT ALL SPLICES

DRILL AND EPOXY REINF 6" INTO EXIST GROUT FILLED CMU JAMB AT EA SIDE OF WALL w/ HILTI HIT-HY 70

EXIST CMU WALL FTG, VIF

10

' - 0

" M

AX

EX

IST

ING

OP

EN

ING

10' - 0" MAX

EXISTING OPENING

EXIST SOLID GROUTED JAMB EA SIDE OF OPENING

INFILL WALL w/ 12" CMU REINF w/ (1) #5 AT EA END AND AT 48" OC MAX

MAX CLEAR SPAN SIZE BOTT COVER PL

10' - 0" W8x28 3/8"x11"

NOTES:1. SEE AND FOR LINTEL SECTION AND ELEVATION.2. STOP BOTTOM COVER PLATE FLUSH w/ FACE OF JAMB EACH END.

MARK

SL1

STEEL LINTEL

BEARING PL

3/8"x7x0' - 11" w/ (2) 1/2"Ø x6" HD STUDS

WIDTH 'W' 8" WALL

16"

JAMB

12" WALL

(2) #5 EA CELL

SL2

SL3

SL4

3 / S312 4 / S312

8" BOND BEAM w/ (2) #5 CONT ABOVE STEEL LINTEL

STEEL LINTEL, SEE PLAN AND SCHD

CMU SOAPS, EA SIDE

1/2"Ø x6" HD STUD AT 24" OC (2 MIN), SHOP WELDED

SE

E A

RC

H

OP

NG

8" BOND BEAM w/ (2) #5 UNDER OPNG

TYP VERT REINF (IF SPACING IS LESS THAN CLEAR SPAN)

CONT BOTT COVER PL, SEE SCHD, STOP FLUSH w/ FACE OF JAMB EA END

STEEL LINTEL AND BOTT COVER PL, SEE PLAN AND SCHD

(1) #5 IN GROUT FILLED CELL, GROUT SOLID UNDER BRG

OPNG

TYP

2' - 0" MIN

MIN8" BRG

W

8" DEEP BOND BEAM w/ (2) #5 CONT ABOVE STEEL LINTEL

VERT JAMB REINF SEE LINTEL SCHD, FILL CELLS w/ GROUT FULL HEIGHT AT REBAR

BRG PL, SEE SCHD

1/2"

3

S3121/4 3

1/4 3TYP

1/2" 1/2"

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

S312

CMU DETAILS

NOT TO SCALES312

1 NEW OPENING IN EXISTING CMU WALL

1319 S312_00 CMU Details

NOT TO SCALES312

2 NEW OPENING IN EXISTING CMU WALL

NOT TO SCALES312

5 STEEL LINTEL SCHEDULE

NOT TO SCALES312

3 STEEL LINTEL SECTION

NOT TO SCALES312

4 STEEL LINTEL ELEVATION

NO. REASON DATE