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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