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WORK AREA AND OCCUPANCY:
TRAVEL DISTANCE (TABLE 1017.2): 250 FEET ALLOWED W/ SPRINKLER; NO CHANGE
MEANS OF EGRESS:
PROJECT DESCRIPTION:
BUILDING CODES:
APPLICABLE CODE:
CHAPTER 11 VA USBC (2009 ICC/ANSI A117.1)ACCESSIBILITY CODE:
GENERAL BUILDING CODE INFORMATION (ENTIRE BUILDING)
FIRE ALARM SYSTEM: YES (NO CHANGE)
NO (NO CHANGE)SPRINKLERS:
IIB (NO CHANGE)CONSTRUCTION TYPE:
BUILDING HEIGHT: 1 & 2 STORIES (NO CHANGE)
OCCUPANCY TYPE: E. ACCESSORY USE; A-2 CAFETERIA (NO CHANGE)
NUMBER OF EXITS (TABLE 1006.3.1): 2 MIN. REQUIRED; 2 PROVIDED; NO CHANGE
FINISHES: (EXISTING, NO CHANGES)
VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2015
LEVEL 2 ALTERATION (LESS THAN 50% OF ENTIRE BUILDING).
FIRE RESISTANCE RATING FOR
BUILDING ELEMENTS:
TYPE IIB, TABLE 601 & 602:
KITCHEN AND SERVING AREA RENOVATION.
0 HOUR (EXISTING, NO CHANGES)
0 HOUR (EXISTING, NO CHANGES)
0 HOUR (EXISTING, NO CHANGES)
0 HOUR (EXISTING, NO CHANGES)
0 HOUR (EXISTING, NO CHANGES)
0 HOUR (EXISTING, NO CHANGES)
0 HOUR (EXISTING, NO CHANGES)
PRIMARY STRUCTURAL FRAME:
EXTERIOR BEARING WALLS:
INTERIOR BEARING WALLS:
NONBEARING WALLS & PARTITIONS,
EXTERIOR (10'< X < 30):
NONBEARING WALLS & PARTITIONS, INTERIOR:
FLOOR CONSTRUCTION:
ROOF CONSTRUCTION:
COMMON PATH TRAVEL = 75 FT (1016.2) ALLOWED; NO CHANGE
DEAD END CORRIDOR = 50 FT. ALLOWED (1020.4, EXCEPTION 2); NO CHANGE
CLASS B
CLASS C
CLASS C
EXIT ENCLOSURES AND EXIT PASSAGEWAYS
CORRIDORS
ROOMS AND ENCLOSED SPACES
SPACE
SF/
OCCUPANT
KITCHEN, TOIL, JAN. 1,052 SF 1,052 SF
EXIST. SF
200 GROSS
STANDPIPE SYSTEM: NO (NO CHANGE)
CAFETERIA 2,442 SF15
4,154 SF
(EXISTING, NO CHANGES PROPOSED)
NUMBER
OCCUPANTS
5
166
TOTAL
RENO. SF
STORAGE 306 SF300
306 SF
1
OFFICE 48 SF100
48 SF
1
TOTAL 173
(EXISTING, NO CHANGES)
(EXISTING, NO CHANGES)
3,848 SF
ANGLE CENTER LINE
CHANNEL PERPENDICULAR
HUNG PLATE PLATE
DIAMETER AT EACH
L
[
H
C
@
P
L
PL
T
ACT ACOUSTICAL TILE
A/C AIR CONDITIONING
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
AL ALUMINUM
ANOD ANODIZED
ARCH ARCHITECT(URAL)
BD BOARD
BSMT BASEMENT
BRNG BEARING
BITUM. BITUMINOUS
BLK(G) BLOCK(ING)
BS BOTH SIDES
BW(EW) BOTH WAYS
BLDG BUILDING
CLG (CEIL) CEILING
CT CERAMIC TILE
COL COLUMN
CONC CONCRETE
CMU CONCRETE MASONRY UNIT
CONT CONTINUOUS, CONTINUE
CJ CONTROL JOINT
CF CUBIC FOOT
CY CUBIC YARD
DEMOL DEMOLISH, DEMOLITION
DTL DETAIL
DR DOOR
DS DOWNSPOUT
DWG DRAWING
DF DRINKING FOUNTAIN
ELEC ELECTRIC(AL)
EWC ELECTRIC WATER COOLER
EL ELEVATION
EQ EQUAL
EXH EXHAUST
EXIST EXISTING
EXT EXTERIOR
FF FINISHED FLOOR
FE FIRE EXTINGUISHER
FP FIREPROOF
FRT FIRE RETARDANT
FLASH'G FLASHING
FL FLOOR(ING)
FD FLOOR DRAIN
FLUOR FLUORESCENT
FTG FOOTING
GA GAGE, GUAGE
GAL GALVANIZED
GL GLASS, GLAZING
GB GRAB BAR
GWB GYPSUM WALLBOARD
HTG HEATING
HVAC HEATING, VENTILATING
& AIR CONDITIONING
HT HEIGHT
HM HOLLOW METAL
HORIZ HORIZONTAL
HWH HOT WATER HEATER
ID INSIDE DIAMETER
INSUL INSULATE(D),(ING)
INT INTERIOR
LAM LAMINATE(D)
LAV LAVATORY
MFG MANUFACTURE(R)
MAS MASONRY
MO MASONRY OPENING
MAX MAXIMUM
MECH MECHANIC(AL)
MED MEDIUM
METL (MET) METAL
MIN MINIMUM
MISC MISCELLANEOUS
MR MOISTURE RESISTANT
NRC NOISE REDUCTION
COEFFICIENT
NOM NOMINAL
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER(S)
OPNG OPENING
OD OUTSIDE DIAMETER
PBD PARTICLE BOARD
PLAS PLASTER
PL. LAM. PLASTIC LAMINATE
PLYWD PLYWOOD
PVC POLYVINYL CHLORIDE
QT QUARRY TILE
REINF REINFORCE(D), (ING)
R RISER
RD ROOF DRAIN
RM ROOM
RO ROUGH OPENING
SHT SHEET
SIM SIMILAR
SC SOLID CORE
SPEC SPECIFICATION(S)
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STC SOUND TRANSFER COEFF.
STL STEEL
STRUCT STRUCTURAL
TELE TELEPHONE
THK THICK(NESS)
T&G TONGUE AND GROOVE
T TREAD
TYP TYPICAL
U.L. UNDERWRITER'S LAB.
VERT VERTICAL
VCT VINYL COMPOS. TILE
W/ WITH
WC WATER CLOSET
WP WATERPROOFING
WWF WELDED WIRE FABRIC
WIN WINDOW
WD WOOD
REQ'D REQUIRED
T.O. TOP OF
HC HOLLOW CORE
EA. EACH
ES EACH SIDE
SYMBOLS USED AS ABBREVIATIONS:
PT PRESSURE TREATED
VTR VENT THROUGH ROOF
NAT NATURAL (TRANSPARENT)
KEYNOTE, SEE LEGEND ON DRAWING.
4
SECTION REFERENCE
X
ELEVATION REFERENCE
DETAIL REFERENCE
X
NEW METAL STUD/GWB PARTITION
76
ROOM NUMBER MARK. SEE SCHEDULE
123
NEW DOOR MARKER, SEE SCHEDULE
WORK OVERHEAD (ABOVE PLANE OF PLAN) - DASHED
XXX
X
XXX
XXX
WALL MOUNTED LIGHTING FIXTURE
C
RECESSED OR CEILING LIGHTING FIXTURE
D
RECESSED FLUORESCENT LIGHTING FIXTURE
DUPLEX RECEPTACLE
QUAD RECEPTACLE
GFI RECEPTACLE
gfi
TELEPHONE/DATA OUTLET
JUNCTION BOX OR WIRING BOXj
WORK TO BE DEMOLISHED
EXISTING WALL OR WORK TO REMAIN
SUPPLY REGISTER
RETURN GRILLE
EXIT LIGHT
EXIT LIGHT WITH EMERGENCY LIGHT
EMERGENCY BATTERY PACK LIGHT
(REFER TO MPE DRAWINGS FOR ADDITIONAL ABBREVIATIONS & SYMBOLS)
CMU
BRICK
C
O
M
M
O
N
W
E
A
L
T
H
A
V
E
.
LU
NA
PA
RK
DR
.
E R
EE
D A
VE
.
W
RE
ED
AV
E.
C
O
R
A
K
E
L
L
Y
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
AREA OF WORK
options
AREA OF WORK
CAFETERIA
CAFETERIA
CAFETERIA
LOADING
KITCHEN
SERVING
DRAWING SHEET INDEX
CORA KELLY ELEMENTARY SCHOOL
INTERIOR KITCHEN RENOVATION
GENERAL NOTES
ABBREVIATIONS LEGEND
3600 COMMONWEALTH AVE. ALEXANDRIA, VIRGINIA 22305
1. DO NOT SCALE DRAWINGS. IF ADDITIONAL INFORMATION OR DIMENSIONS
ARE REQUIRED, CONTACT THE ARCHITECT.
2. DIMENSIONS ON PLAN ARE GIVEN FROM FACE OF SHEATHING OR FACE OF
FOUNDATION WALL UNLESS NOTED OTHERWISE.
3. DIMENSIONS NOTED (= -) OR "VERIFY" INDICATE REFERENCE DIMENSIONS
THAT MUST BE CONFIRMED IN THE FILED.
4. INSTALL ALL EQUIPMENT, HARDWARE AND DEVICES IN ACCORDANCE WITH
CHAPTER II OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
5. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
COVER SHEET + CODE INFORMATION
ARCHITECTURAL
AD.0 DEMOLITION FLOOR PLAN AND ROOF PLAN
A1.0 NEW WORK FLOOR PLAN
A1.1 EQUIPMENT PLAN + SCHEDULE
A1.2 DEMOLITION + NEW WORK REFLECTED CEILING PLAN
A4.0 DETAILS
A5.0 INTERIOR ELEVATIONS
A5.1 INTERIOR ELEVATIONS
A5.2 KITCHEN EQUIPMENT DETAILS
A5.3 KITCHEN EQUIPMENT DETAILS
A6.0 DOOR SCHEDULE, STOREFRONT + DETAILS
A6.1 FINISH SCHEDULE + DETAILS
A7.0 SIGNAGE DETAILS
STRUCTURAL
S1.01 STRUCTURAL NOTES AND FRAMING PLANS
S2.01 STRUCTURAL SECTIONS AND DETAILS
MECHANICAL
M1.0 MECHANICAL COVER SHEET
M1.1 MECHANICAL DEMOLITION PLAN
M1.2 MECHANICAL NEW WORK PLAN
PLUMBING
P1.0 PLUMBING COVER SHEET
P1.1 PLUMBING DEMOLITION PLAN
P1.2 PLUMBING NEW WORK PLAN
P1.3 EXISTING FIRE SPRINKLER LOCATION
P2.1 PLUMBING DIAGRAMS
P3.0 PLUMBING SPECIFICATIONS
P3.1 PLUMBING FIRE PROTECTION SPECIFICATIONS
ELECTRICAL
E1.0 ELECTRICAL COVER SHEET
E1.1 ELECTRICAL DEMOLITION PLAN
E1.2 ELECTRICAL LIGHTING PLAN
E1.3 ELECTRICAL POWER PLAN
E1.4 PANEL BOARD SCHEDULES
POWER RISER DIAGRAM
E1.5 ELECTRICAL SPECIFICATIONS-1
E1.6 ELECTRICAL SPECIFICATIONS-2
VICINITY MAP
ISSUE
AREA OF WORK
BUILDING CODE ANALYSISOWNER
500 MONTGOMERY STREET, SUITE 550
ALEXANDRIA, VIRGINIA 22314
CONTACT: H. (SKIP) MAGINNISS, AIA
MAGINNISS + DEL NINNO ARCHITECTS
ARCHITECT
PHONE: 703.548.0460
MEP ENGINEER
PHONE: 703.823.4694
PROVECTUS
50 S. PICKETT STREET, SUITE 116
ALEXANDRIA, VA 22304
CONTACT: ALI GACHPAZHA, P.E.
PHONE: 703.619.8000
1340 BRADDOCK PLACE
ALEXANDRIA, VA 22314
CONTACT: AZJARGAL (AZUKA) BARTLETT
ALEXANDRIA CITY PUBLIC SCHOOLS
STRUCTURAL ENGINEER
PHONE: 703.866.7771
MESEN ASSOC. PC.
8346 TRAFORD LANE, SUITE 108
SPRINGFIELD, VA 22152
CONTACT: URHAN MESEN, P.E.
NORTH
ISSUE
NO. DATE DESCRIPTION
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
W.I. FREEZER
J A N
K I T C H E N
S T O R A G E
S E R V I N G
W.C.
(E)
HOOD
F.D.
F.D.
F.D.
F.D.
CH = 8' - 0"
F.S.
GAS
G.T.
D1
D1
D7
D2
D2
D4
D2
D18
D5
D2
D15
D6
D6
D10
D10
D8
D8
COLD TOP COLD TOP
4 WELL HOT4 WELL HOT
MILK MILK
REFR. REFR.
HOT
CAB
HOT
CAB
D8
D9D9D9D9D9D9
D9
DOUBLE
CONV.
COMBI
D9
D10
PAN
RACK
D9
D8
D8
D12
D12
D16
TYP.
D11
D8
O F F I C E
D9
D9
MILK
REFR
REFR
D9
D8
D10
REFR.
D8
D13
N.I.C.
D14
K I T C H E N
A C C E S S
C A F E T E R I A
D15
D3
D16
D17
D16
D3
D3
D17
D17
11
K
10
S
10
S
10
S
D9
D8
7
S
10
S
D8
8
D
ICE
CREAM
8
S
PH 1
PH 2
PH 1
PH 2
WALL FAN
HWH
D18
D19
D20
DEMOLISH GLAZED TILE WAINSCOT AND PLASTER ON.
KEYNOTES:
APPLIES TO DEMOLITION DRAWING ONLY
D1
DEMOLISH BASE AND FLOOR COVERING DOWN TO
CONCRETE SLAB IN NEW WORK AREA.
EQUIPMENT TO BE DISCONNECTED BY CONTRACTOR AND
RELOCATED BY OWNER FOR USE AT OTHER SCHOOLS.
EXISTING HOOD TO REMAIN. SEE DRAWING A1.1 REFER TO
MEP DRAWINGS FOR REMOVAL OF HOOD EXHAUST FAN.
DEMOLISH WALK-IN REFRIGERATOR AND RELATED
ROOFTOP EQUIPMENT.
DEMOLISH COILING SHUTTERS.
DEMOLISH DOOR, FRAME, AND THRESHOLD.
DISCONNECT AND STORE EXISTING OWNER'S EQUIPMENT
FOR LATER RE-INSTALLATION.
REMOVE DOOR LEAF AND HARDWARE.
EQUIPMENT TO BE DEMOLISHED.
DEMOLISH MASONRY WALLS AND RELATED OPENINGS.
DEMOLISH PORTIONS OF MASONRY WALL. SEE
ARCHITECTURAL AND STRUCTURAL NEW WORK PLANS.
D2
D3
D4
D5
D6
D7
D8
D9
D10
D11
D12
GENERAL NOTES:
APPLIES TO DEMOLITION DRAWING ONLY
1. ALL WORK SHOWN IS EXISTING TO REMAIN, UNLESS
NOTED OR INDICATED AS DASHED LINES TO BE
REMOVED. THE EXTENT OF DEMOLITION WORK SHALL
INCLUDE ALL INCIDENTAL DEMOLITION WORK TO
ACCOMMODATE NEW WORK OF ALL DISCIPLINES.
2. CONTRACTOR TO PROTECT ALL SURFACES, SYSTEMS,
AND EQUIPMENT TO REMAIN IN AREA OF NEW OR
DEMOLITION WORK.
3. DEMOLITION CONTRACTOR SHALL COORDINATE WITH
NEW WORK SECTIONS FOR ADDITIONAL INFORMATION
RELATED TO EXTENT OF DEMOLITION.
4. CONCRETE FLOORS SHALL BE PATCHED, SCRAPED,
GROUND, LEVELED, AND CLEANED TO PROVIDE
SUITABLE SURFACES FOR NEW FINISHES.
5. REFER TO SPECIFICATIONS FOR INFORMATION
REGARDING TEMPORARY PROVISIONS SUCH AS
PARTITIONS AND DUST BARRIERS.
6. TEMPORARILY SUPPORT ALL BEAMS, LINTELS,
PORTIONS OF WALLS, ETC., TO BE DISTURBED BY
DEMOLITION WORK, UNTIL THEY ARE RE-SUPPORTED
BY NEW WORK.
7. REFER TO MEP OR STRUCTURAL DRAWINGS FOR
DEMOLITION OF THOSE SYSTEMS AND FOR CUTTING
OF FLOORS, WALLS, AND ROOF IN CONJUNCTION WITH
INSTALLING NEW WORK.
8. OWNER WILL REMOVE ALL LOOSE APPLIANCES,
KITCHEN UTENSILS, AND OFFICE EQUIPMENT.
PROTECT EXISTING HOOD FIRE SUPPRESSION SYSTEM.D13
4
TYP.
3
1
8
2
7
5
6
4
4
4
4
9
10
KEYNOTES:
APPLIES TO ROOF PLAN ONLY.
1
2
3
4
5
6
7
8
EXISTING TO REMAIN
RTU
REPLACE EXISTING @ HOOD EXHAUST FAN.
SEE MECHANICAL DRAWINGS.
EXISTING DISHWASHER FAN TO REMAIN.
SEE MECHANICAL DRAWINGS.
EXISTING AND NEW VENTS.
SEE PLUMBING DRAWINGS.
WALK-IN COOLER AND FREEZER
UNITS OH 6 X 6 TRTD (@ 300 LBS) LUMBER
OH WALKWAY PAD COMPATIBLE WITH ROOFING.
NEW HOOD MAKE UP AIR UNIT OH CURB (540 LBS).
SEE MECHANICAL DRAWINGS. CUT OPENING AND RESTORE
ROOFING.
EXISTING TO REMAIN STEEL FRAME.
EXISTING TO REMAIN.
9
10
11
EXISTING MEMBRANE ROOFING, PATCH AND RESTORE AS
REQUIRED TO ACCOMMODATE NEW WORK.
REMOVE EXISTING EXHAUST FAN, PROVIDE INSULATED
WEATHER TIGHT PATCH.
DISCONNECT AND REMOVE UNIT. PATCH ROOF.
ENLARGE EXISTING OPENING FOR NEW COILING SHUTTER.
SEE NEW WORK PLANS.
D14
D16
EXISTING GLAZED TILE WAINSCOT AND PLASTER WALL TO
REMAIN
D15
DEMOLISH GLAZED TILE WAINSCOT AND RETAIN PLASTER
ABOVE FINISH.
EXISTING PLASTER WALLS TO REMAIN.D17
APPROXIMATE LINE OF TEMPORARY PARTITIONS FOR
PHASE I. SEE ALSO PROJECT MANUAL.
D18
KEYNOTES CONT.
REMOVE GREASE INTERCEPTOR. SEE PLUMBING
DRAWINGS.
D19
REMOVE GREASE INTERCEPTOR, TO BE REPLACED.D20
AD.0
th
DEMOLITION PLAN
S C A L E : 1/4 " = 1 ' - 0 "
1
AD.0
hm
DEMOLITION FLOOR PLAN
AND ROOF PLAN
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
NORTH
PARTIAL ROOF PLAN
S C A L E : 1/8 " = 1 ' - 0 "
2
AD.0
NORTH
K I T C H E N
O F F I C E
S T O R A G E
S E R V I N G
W. I. REFR.
8' - 8 1/2" x 5' - 10"
2
A5.0
W. I. FREEZER
8' - 8 1/2" x 7' - 3 1/4 "
D R Y S T O R A G E
W A S H
R O O M
EP
EP
EP
J A N
F.D.
F.D.
3
1
4
9
8
7
6
2
A5.0411
3
5
A5.17
5
6
A5.0108
9
4'-2
3
/4"
4'-2 3/16" V.I.F. 3'-0" 1'-5"6'-9" VIF
8"
2'-5" 5'-0"
7 1/4"
11'-11"
7 1/4"
7'-1
0"
5'-4
"1
'-4
"
1
A5.0
A5.13
2
3
A1.0
3'-4" 6'-9" VIF
9'-10"
5
10
F.S.
F.S.
± 4'-7
3
/4
"± 4
'-10
"± 6
'-4
1
/4
"
1'-4
"6
'-8
" V
IF
F.D.
F.D.
F.D.
F.D.
F.S.
GAS
3
A4.0
1
A4.0
6
A4.0
G.T.
11
ETR
17
7
A5.0
6
A5.0
F.S.
N.I.C.
1
A5.1
4
A5.1
8
A5.1
5
7 1/4"
3'-8
"
1
15'-8 1/4" VIF
4
1
7 1/4"±1'-2"
± 9'-8
3
4
"
TYP.
F.D.
3
1
6
8"
K I T C H E N
A C C E S S
T R A Y
R E T U R N
T O I L E T
R O O M
C A F E T E R I A
7
± 7
1
/8
"
7
± 8
1
2
± 7
1
2
"
11
'-4
" H
OL
D
1'-4
"
4
7 1/4"
1
8
2
A4.0
4
A4.0
8
4
3
A4.0
1
9
A4.0
10
12
± 7 1
/4
"
12
12
11
1
2'-8"
141
1
1
1
1
1
1
11
9
13
1
2
A4.0
2'-1 1/4"
2 2
2
A5.0411
2
4
3
TYP.
3
TYP.
3
TYP.
1
15TYP.
15
PH 1
PH 2
PH 1
PH 2
6
6
2
8
1
10
4
5
3
9
7
16
4
19
HWH
18
20
20
21
RESTORE PLASTER
EXISTING
EXTERIOR
WALL
FLASHING AND WEEPS
4" CMU
3/4"
NEW CT. WAINSCOT
3" CAVITY WALL
ISULATION
FACE BRICK TO MATCH
EXISTING.
FLOOR LINE
LOCATION OF EXISTING OR NEW FLOOR DRAINS OR
GREASE INTERCEPTOR. COORDINATE WITH PLUMBING
DWGS.
KEYNOTES:
APPLIES TO THIS DRAWING ONLY.
EXISTING DOOR AND/OR WINDOWS TO REMAIN.
ALIGN FINISHES.
1
2
3
4
5
6
7
8
GENERAL NOTES:
APPLIES TO THIS DRAWING ONLY.
1. DIMENSIONS GIVEN TO FACE OF FINISH ABOVE
WAINSCOT.
2. UNLESS NOTED OTHERWISE, ALL AREAS OUTSIDE OF
THE AREA OF WORK ARE EXISTING TO REMAIN.
PROTECT SURFACES AND SYSTEMS IN ETR AREAS.
3. IF MISCELLANEOUS WORK IN EXISTING AREAS IS
REQUIRED, RESOTORE ANY DISTURBED SURFACES.
4. REFER TO A1.1 FOR EQUIPMENT PLAN.
5. UNLESS OTHERWISE NOTED, ALL EXPOSED CMU AND
CERAMIC TILE EDGES TO HAVE BULLNOSE PROFILE AT
OUTSIDE CORNERS.
NEW FULL HEIGHT CHASE. 3-5/8" MTL. STUD WITH 5/8"
DRYWALL, PTD. ABOVE CT ON CEMENT BACKER BOARD
WAINSCOT.
NEW DRINKING FOUNTAIN TO REPLACE EXISTING. SEE
PLUMBING DRAWINGS.
EXISTING HOOD TO REMAIN, SEE A1.1.
NEW ALUMINUM AND GLASS PARTITION.
DOORBELL AND ACCESS CONTROL BY OWNER.
9
10
11
RESTORE/ PATCH PLASTER FINISH AND WAINSCOT TO
MATCH EXISTING.
LAMINATE 5/8" CEMENT BD. UP TO NEW CEILING
HEIGHT AND PROVIDE FULL HEIGHT CT.
EXISTING GLAZED TILE WAINSCOT AND PLASTER TO
REMAIN.
14
PROVIDE PLASTER FINISH TO MATCH EXISTING.
ALIGN NEW WALL TO PLASTER FINISH.
PROVIDE INFILL FOR OPENING, SEE DETAIL 2/A1.0.
13
12
15 STEEL POSTS, SEE STRUCTURAL.
18
REMOVE EXISTING GREASE INTERCEPTOR AND PATCH
FLOOR.
APPROXIMATE LINE OF TEMPORARY PARTITION FOR
PHASE I, SEE ALSO PROJECT MANUAL.
APPROXIMATE LINE OF EXISTING AND NEW FLOOR
FINISH - SEE AD.0.
17
16
19
RESTORE WALL AS REQUIRED.
20
RETURN FINISH BACK TO WINDOW FRAME.
21
WIRE MESH PARTITION DOOR WITH 3" X 3" STEEL TUBE
POSTS AND HEADER.
DEMOLISH EXISTING
WAINSCOT
RESTORE PLASTER
CERAMIC WALL TILE
5
8
" CEMENT BACKER
BOARD
CERAMIC TILE,
BULLNOSE TILE
WAINSCOT FINISH ON
EXISTING WALL
EXISTING MASONRY
WALL
WAINSCOT FINISH
ON NEW WALLS
CERAMIC WALL TILE
5
8
" CEMENT BACKER
BOARD
5
8
" AR GWB.
CERAMIC TILE,
BULLNOSE TILE
GWB PARTITION
NEW FINISH ON
EXISTING WALLS IN
WASH ROOM
5
8
" CEMENT BACKER
BOARD LAMINATED TO
EXISTING WALL
5
8
" AR GWB.
CERAMIC TILE,
BULLNOSE TILE
EXISTING MASONRY
WALL.
EXTENDS TO CEILING
CERAMIC WALL TILE
A1.0
NEW WORK PLAN
S C A L E : 1/4 " = 1 ' - 0 "
1
A1.0
th
hm
NEW WORK FLOOR PLAN
EXTERIOR WALL INFILL DETAIL
S C A L E : 1 - 1/2 " = 1 ' - 0 "
2
A1.0
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
WALL FINISH DETAILS
S C A L E : 1 - 1/2 " = 1 ' - 0 "
2
A1.0
NORTH
3
K I T C H E N
S T O R A G E
S E R V I N G
W. I. REFR.
8' - 8 1/2" x 5' - 10"
W. I. FREEZER
8' - 8 1/2" x 7' - 3 1/4 "
EP
EP
EP
F.D.
F.D.
A5.0411
3
5
A5.17
5
6
A5.0108
9
A5.13
2
F.S.
F.S.
F.D.
F.D.
F.D.
F.D.
F.S.
GAS
G.T.
ETR
F.S.
N.I.C.
F.D.
K I T C H E N
A C C E S S
C A F E T E R I A
A5.0411
2
PH 1
PH 2
PH 1
PH 2
HWH
2
K
4
K
1
S
3
S
4
S
5
K
3
K
6
K
7
K
8
K
9
K
9
K
10A
K
1
D
11
K
6
S
8
S
12
K
13
K
2
D
3
D
4
D
5
D
6
D
14
K
14
K
14
K
14
K
14
K
14
K
17
K
17
K
19A
K
19B
K
19A
K
9
S
9
S
10
S
10
S
15
K
15
K
9
K
7
S
19B
K
19C
K
19C
K
10A
K
10A
K
10B
K
10B
K
18
K
11
S
8
D
1
1
1
1
1
1 1
2
S
F.D.
5
3
O F F I C E
W A S H
R O O M
T R A Y
R E T U R N
T O I L E T
R O O M
6
1
W
4
25
21
K
15
K
5
8
D
1
TYP.
18
K
7
D
17
K
7
8
5
5
TYP.
9
MANUFACTURER
EQUIPMENT SCHEDULE
DESCRIPTION
MODEL # REMARKS
NOT USEDK1
K3 MOBILE WORK TABLE
K4 1ICE MACHINE
S1 1
G E N E R A L N O T E S:
A. ALL FOOD PREPARATION AND FOOD SERVICE EQUIPMENT SHALL BE NSF APPROVED.
B. ROUGH-IN UTILITIES PER MANUFACTURER'S APPROVED SUBMITTALS AND SHOP DRAWINGS.
C. REFER TO FOOD SERVICE EQUIPMENT SPECIFICATIONS INCLUDING DETAILED INFORMATION ON FABRICATION, ACCESSORIES, AND OPTIONS.
SCHEDULE N O T E S:
1. REFURBISH EXISTING HOOD SYSTEM. PROVIDE NEW FIRE SUPPRESSION SYSTEM AND INTERLOCKS, CONTROLS, FRESH AIR SUPPLY FAN, PER
VMC CHAPTER 5. CLEAN INTERIOR, RELAMP. SAND AND PAINT HOOD CANOPY EXTERIOR. SEE ALSO MPE DRAWINGS.
2. RELOCATE UTILITIES FOR SALVAGED EQUIPMENT AS INDICATED ON MPE DRAWINGS.
3. PROVIDE 450 CFM EXHAUST FAN, STAINLESS-STEEL DUCT CONNECTION, AND TYPE 2 HOOD. SEE MPE DRAWINGS. ATTACHES TO D-4 AND D-2.
4. WALK IN REFRIGERATOR AND FREEZER WITH PACKAGED REFRIGERATION UNITS. CONFIRM ELECTRICAL REQUIRMENTS. SEE ALSO MPE
DRAWINGS.
5. RELOCATE (1) EXISTING FAN AND PROVIDE (1) NEW FAN TO MATCH EXISTING.
QTY.
3
S11 1
S3 1MOBILE SELF SERVE 4- HOT WELL UNIT
K5 KETTLE CLEVELAND RANGE KGL-40-T
S4 SILVER + NAPKIN CART
K2
K6 2 BURNER RANGE GARLAND M125
1
1
K7 DOUBLE CONVECTION OVEN
K8 COMBI OVEN
K9 END LOAD PAN RACK CAMBRO UPR1826F20 20 SHEET CAPACITY
K10 WIRE SHELVING METRO - NEW
SEE 4/A5.2
CUSTOM
D1 DISHWASHER HOBART AM15T SEE 7/A5.2
D2 CLEAN DISH TABLE
K11 REFRIGERATOR
S5 1
S6 1
S7 1ICE CREAM FREEZER
S8 MILK COOLER
HOSHISAKI
K12 CUSTOM
1
K13 CAN RACK EXISTING - REUSE EXISTING
K14 CARTS
K15 HAND SINK ADVANCE TABCO
7-PS-96
FOOT PEDAL OPERATED, INCLUDE MIXING VALVE
D3 GARBAGE DISPOSAL
D4
D5 HOSE REEL
D6
CUSTOM
CUSTOM
1
1
1
1
1
1
6
1
1
1
1
1
1
1
1
1
S9 2PASS THROUGH HOT CABINET
S10 PASS THROUGH REFRIGERATOR 2
3 COMPARTMENT SINK W/ FAUCET
& DRAIN BOARDS
K16
K17 DUNNAGE RACK CAMBRO DRS480-480 2 HEAVY DUTY
3
K18 WALK-IN REFRIGERATOR BALLY BLP107MA-51B-T + BEHA006M8-HS2C
40 GAL. CAPACITY, INCLUDING ACCESSORIES
K19 REFR. & FREEZER SHELVING
D7 WALL SHELF
K20 NOT USED
PREP TABLE W/ SINK
MK.
METRO 2
A: 24" DEEP X 48"W X 74"H UNITS, WHEELS
B: 12" DEEP X 48"W X 74"H UNITS
FREESTANDING MILK DUMP SINK
CUSTOM
D8 WALL MOUNTED OSCILATING FANS
B500PF BIN, 6" SS LEG PACKAGE,
EVERPURE FILTER EV9324O1-L003
SEE 5/A5.2
SEE 6/A5.2
CADDY T-414 WITH MOD.
KW HP AMP. VOLT PH. HW CW W SIZE BTU
ELECTRICAL WATER GAS
EXISTING - REUSE
EXISTING - REUSE
EXISTING - REUSE
EXISTING - REUSE
CUSTOM
EXISTING - REUSE
EXISTING - REUSE
EXISTING - REUSE
WIRE SHELVING 2EXISTING - REUSE
EXISTING - REUSE
INDIRECT
3
4
" NPT140
1
4
"
208-230
1
4
"
1
4
"
3
4
"48
SEE 2/A5.2
SEE 3/A5.2
(000)
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
30"W X 12'-0"L X 34"H WITH OVERSHELVES, T&S
B-0287 FAUCET WITH SPRAY ARM; ACCESSORIES
3
4
" NPT
3
4
" NPT
3
8
" N.T.S.
3
8
" N.T.S.
1
1
SEE NOTE 4
WALK-IN FREEZER 1
1
K21 HOOD SEE NOTE 1EXISTING - REUSE
SALVAJOR SEE 7/A5.2
SEE 7/A5.2
2 45.4 3208-240
3
4
" 1
1
2
"SEE NOTE 3
6.6208
1
2
" NPT
2"
1
2
" NPT
1
2
" NPT
INDIRECT
1
2
" NPT3@ 20" x 26-1/2" x 14" SINKS WITH INTEGRAL DRAIN
BOARDS T&S B-0287-427B FAUCET AND SPAY,
ATTACHES TO D-4.
EUBDS-10141
1
2
"
INDIRECT
INDIRECT
NOT USED
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2
W1 STACK WASHER/DRYER 1WHIRLPOOL
WET40274W
30"W X 8'-0"L X 36"H WITH 16" x20" SINGLE BOWL;
CHICAGO FAUCET 51-L8; (2) DRAWERS;
INDICATED ACCESSORIES.
325 MAJ +
B 250 PF
5.72 8.4 115 1
1
2
" FPT
3/4" FRT
INDIRECT
SEE 1/A5.2
PREP TABLE WITH SINKS
1 2"
SEE 1/A5.3 AND
2/A5.3
SALVAJOR GARBAGE DISPOSER 200-SAG-MSS +
SPRAYER T&S B-033B
SEE 8/A5.2
FISHER29610
SEE 7/A5.2
20 120
30"W BASE WITH 44"W TOP X 60"L X 34"H,
PROVIDE POWER AND DATA OUTLETS,
ATTACHES TO S-3
30 120-208
5 @
500 W
208 112
1
2
"
1
S2 1MOBILE FLAT SERVING COUNTER
SEE 7/A5.2
CUSTOM
30" W BASE WITH 42"W TOP X 48"L X 34"H
PROVIDE RECEPTACLE, ATTACHES TO S-6
4 @
500 W
208 112
SEE NOTE 5120
1
GARBAGE DISPOSER
2.2
CUSTOM
CUSTOM
PROVIDE ULTRA SPRAY, PRESSURE VACUUM
BREAKER AND CONTROL VALVE.
1
2
" NPT
1
2
" NPT
2
110" X 4'-0" L WALL MOUNTED SHELF
INCLUDING ACCESSORIES
(SEE GENERAL NOTE C)
SALVAJOR
208
COORDINATE WITH ITEM NO. 12
100-SA3-6-ARSS
36.6
1
30" W BASE CABINET WITH 44"W TOP X 66"L X 34"H
4 HOT WELLS, ATTACHES TO S-1
20 120
1
30" BASE WITH 42"W TOP X 92"L X 34"H, 5 HOT
WELLS, ATTCHES TO S-2
EUBDS-1014
1
2
" NPT
1
2
" NPT
10" x 14" x 6" BASIN, CHICAGO 1100-369ABCP
FAUCET
30"W X 4'-0"L X 36"H WITH (2) DRAWERS;
INCLUDING ACCESSORIES.
MOBILE SERVE/SELF SERVE 5-HOT
WELL UNIT
MOBILE CASHIERS STAND AND
FLAT COUNTER
CUSTOMSOILED CORNER DISH TABLE
WITH SINK
FLAT TOP "L" SHAPED TABLE INCLUDING 18" X 18"
X 12"D SINK WITH TRAY SLIDE AND SPRAY ARM,
ATTACHES TO D-1 AND D-6.
FLAT TOP TABLE ON EXIT SIDE OF DISHWASHER.
BALLY BLP207LE-S2B-T + BEH2A020L8-HT3C
115
208-230
115
A: 24" DEEP X 42"W X 74"H UNITS
B: 24" DEEP X 36"W X 74"H UNITS
C: 18" DEPP X 42"W X 74"H UN ITS
A: 2442-56NK3
B: 2436-55NK3
C: 1842-56NK3
2
2
2448-46BR
CUSTOM
REMOVE GREASE INTERCEPTOR, TO BE REPLACED.
KEYNOTES:
APPLIES TO THIS DRAWING ONLY.
WASHER/DRYER - SEE ALSO PLUMBING DRAWINGS.
1
2
3
4
5
6
GENERAL NOTES:
APPLIES TO THIS DRAWING ONLY.
1. VERIFY ROUGH-IN AND LOCATION OF ALL EQUIPMENT
WITH APPROVED KITCHEN EQUIPMENT SUBMITTALS.
INSTALL OWNER'S SALVAGED EQUIPMENT.
JANITOR MOP RECEPTOR. PROVIDE FRP ON WALLS AND
MOP RACK 10 INDICATED ON A5.1.
EXISTING AND/0R NEW FLOOR DRAINS OR GREASE TRAPS.
SEE PLUMBING DRAWINGS.
FLOOR DRAIN FOR W.I.C. CONDENSATE.
NEW DRINKING FOUNTAIN TO REPLACE EXISTING. SEE
PLUMBING DRAWINGS.
PROVIDE TYPE "K" FIRE EXTINGUISHER.7
HOOD SYSTEM SHUT-OFF.8
APPROXIMATE LINE OF TEMPORARY PARTITIONS FOR
PHASE 1 OF CONSTRUCTION. SEE ALSO PROJECT MANUAL.
9
A1.1
EQUIPMENT PLAN + SCHEDULE
EQUIPMENT PLAN
S C A L E : 1/4 " = 1 ' - 0 "
1
A1.1
th
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
hm
NORTH
8
A4.0
PH 1
PH 2
PH 1
PH 2
CH = 10'-4"
CH = 10'-0"
8
5
8
8
8
6
11
5
6
8
2
1
5
2
10
1
33 TYP.
4 TYP.
7 TYP.
4
N.I.C.
13
2
2
12
CH = 10'-4"
CH = 10'-4"
CH = 10'-3"
CH = 9'-11"
CH = 9'-7"
CH = 10'-3
CH =9'-11"
CH = 10'-3"
CH = 9'-1"
CH = 9'-10
CH = 9'-0"
CH = 9'-11"
CH = 9'-7"
CH =9'-7"
CH = 9'-11"
CH = 9'-0"
CH = 9'- 0"
CH = 9'-10
CH = 9'- 0"
CH =
9'-0"
3'-8"
4'-0"
11"
11"
3'-8"
1'-1 3/4"
DC
C
C
C
C
C
C
C
C
F F F F
FFFF
F F
F F F F
F
F
F
F
F
F
F
FF
A
A
A
A
E EEEE
E
E
e
G
B
B
B
B
B
B
BBB
B
BB
X
X
X
X
3
A4.0
2
A4.0
3
A1.2
9
5
A4.0
11
9
8"
D
D
4'-0"
V
M
V
AV
PS
V
PSPSPS
M
AV
M
AV
M
V
V
V
M PS
14
15
PH 1
PH 2
PH 1
PH 2
D1
D4
D4
D3
D4
D4
D4
D5
D4
1 1
D6
N.I.C.
D6
D6
D2D2
e
D4
EXISTING LIGHTING FIXTURES TO REMAIN. REFER TO
ELECTRICAL LIGHTING PLAN.
KEYNOTES:
APPLIES TO THIS DRAWING ONLY.
EXISTING GWB SOFFIT TO REMAIN, PAINTED.
EXISTING SUPPLY OR RETURN TO REMAIN. REFER TO HVAC
PLAN.
EXISTING CEILING SYSTEM TO REMAIN. REPLACE
ACOUSTICAL PANELS WITH MATCHING WHERE REQUIRED.
1
2
3
4
5
6
7
8
9
10
GENERAL NOTES:
APPLIES TO THIS DRAWING ONLY.
1. COORDINATE DEMOLITION AND DIMENSIONS
WITH NEW WORK PLANS.
2. REFER TO MPE DRAWINGS FOR RELATED
DEMOLITION INFORMATION. CUT AND PATCH
OPENINGS IN WALLS AND CEILINGS REQUIRED
TO INSTALL MPE ITEMS OR KITCHEN
EQUIPMENT.
3. VERIFY ALL MEASUREMENTS AND FIELD
CONDITIONS.
4. SALVAGE EXISTING RECESSED 2 X 4 LIGHTING
FIXTURES INDICATED FOR REMOVAL. FURNISH TO OWH
5. REMOVE, PROTECT AND SALVAGE SECURITY, AUDIO
VISUAL, AND OTHER LOW VOLTAGE ITEMS.
NEW GWB SOFFIT TO MATCH EXISTING, SEE DETAIL 3/A1.2.
NEW SUSPENDED ACOUSTICAL PANEL CEILING, C-1.
NEW SUSPENDED GWB CEILING, SEE DETAIL 3/A4.0.
NEW SUSPENDED ACOUSTICAL PANEL CEILING, C-2.
CMU LINTEL @ +/- 7' 0"
EXISTING HOOD TO REMAIN, CLEAN INTERIOR AND RELAMP.
REPOSITION SUPPRESSION NOZZLES IF REQUIRED, TO
ACCOMMODATE NEW EQUIPMENT LOCATIONS. SAND AND
PAINT EXTERIOR OF HOOD.
11
ALUMINUM CLOSURE PANELS BETWEEN WALK-IN
REFRIDGERATION UNITS AND CEILING AROUND PERIMETER.
EXISTING HOOD TO REMAIN.
DEMOLISH SUSPENDED GWB CEILING AND
CEILING-MOUNTED FEATURES. RETAIN HARD CEILING
ABOVE, AND FOLLOW NOTE D2.
EXISTING HARD CEILING TO REMAIN. CUT HOLES FOR
INSTALLATION OF NEW CEILINGS OR MEP ITEMS.
PATCH AND CLOSE ALL OPENINGS WITH 5/8" GWB.
DEMOLISH EXISTING PORTION OF SUSPENDED
ACOUSTICAL PANEL CEILING SYSTEM, CEILING
MOUNTED FEATURES AND ABANDONED OR TO BE
DEMOLISHED MEP ITEMS ABOVE CEILING.
D1
D2
D3
D4
D5
DEMOLISH SOFFIT.
12
WALK-IN REFRIGERATION UNITS BY MANUFACTURER.
CEILING GRID CONTINUES ABOVE WITHOUT PANELS.
13
GWB CEILING @ 9' 0"
DEMOLISH LIGHTING AND ABANDONED OR TO BE
DEMOLISHED MEP ITEMS
D6
+/- 1'-0 1/2"+/-6"
9' - 11"
9' - 7"
10' - 3"
SUSPENDED MTL. FRAMING TO
STRUCTURE ABOVE
CONDITION WHERE
SUSPENDED ACOUSTICAL
TILE CEILING OCCURS
LINE WHERE GWB CONTINUES
14
NEW DISHWASHER VENT HOOD. SEE ALSO MECHANICAL.
15
EXISTING EXHAUST FAN THROUGH WALL. PROVIDE DUCT
TO CEILING GRILLE.
16
APPROXIMATE LINE OF TEMPORARY PARTITIONS FOR
PHASE 1 OF CONSTRUCTION. SEE ALSO PROJECT MANUAL.
KEYNOTES CONT:
A1.2
REFLECTED CEILING PLAN
S C A L E : 1/4 " = 1 ' - 0 "
1
A1.2
th
hm
DEMO REFLECTED CEILING PLAN
S C A L E : 1/4 " = 1 ' - 0 "
2
A1.2
DEMOLITION + NEW WORK
REFLECTED CEILING PLAN
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
GWB SOFFIT DETAIL
S C A L E : 1-1/2" = 1 ' - 0 "
A1.2
2
NORTH
S.S. FRAME
AROUND FIN.
OPENING OF
5'-0" W X 3'-10" H
(VIF)
RESTORE EXISTING
CMU WALL WITH
PLASTER FINISH
AROUND NEW
OPENING..
BOND BEAM
OR PRE-CAST
CMU LINTEL
COILING
SHUTTER
ASSEMBLY
NEW FINISH
AND CERAMIC
TILE
CUT EXISTING WALL
AS REQUIRED FOR
NEW COILING DOOR.
RESTORE PLASTER
FINISH AND TILE
WAINSCOT
S.S. COUNTER
DISHWASHING TABLE
HEAD H2
NEW ROLL DOWN GRILLE
HOUSING, SUPPORTED ON
GUIDES.
NEW 2' X 2'
SUSPENDED
ACT CEILING
NEW GWB CEIL.
8'-0" M
.O
.
2 X 6
5 X 5 STEEL TUBE,
SEE STRUCTURAL
TYPE 1 PARTITION
5/8" GWB
RETURN CERAMIC
TILE
refresh
EXISTING CMU WALL
INSULATED COOLER/FREEZER
UNIT PANEL
2" MIN.
CONNECTOR
SUSP. GRID OVER
COOLER
RAMP
S. S. THRESHOLD
FINISH FLOOR
REFRIGERATOR DOOR PANEL
RESILIENT BASE
VIF
WALL WITH
CT FINISH
DISHWASHING
TABLE
BACKSPLASH
SS FRAME
COILING
SHUTTER
ASSEMBLY
TURN UP EDGE,
RETURN TO WALL
2
1
2
" X 2
1
2
" ALUM.
CLOSURE ANGLE
INSULATED PANELS
ALUM. ANGLES
ALUM. CLOSURE PANELS
STOP SUSP. CEIL.
PANELS AND CONTINUE
GRID
CMU WALL BEYOND
EXISTING CMU
BEARING WALL
NEW BEAM
WITH PLATE
6"
ETR FULL WEIGHT
BEARING WALL
7/8" MTL. FURRING
WITH 5/8" GWB
SUSPENDED 5/8" GWB
ON METAL FRAMING
CT TILE BEYOND
EXSISTING CMU
WALL WITH
PLASTER FINISH
RESTORE
PLASTER
STEEL ANGLE LINTEL,
SEE STRUCTURAL
7'-0
"
OPENING FOR
REFRIDG. AND
HEATED CABINET
FLOORING, AS
SCHEDULED
EXTEND KITCHEN
FLOORING BASE TO
HERE
ROLL DOWN GRILLE
TRACK, JAMB MOUNTED
JAMB J2
5 X 5 STEEL TUBE, SEE STRUCTURAL
FLOORING, AS
SCHEDULED
8'-0
" M
.O
.
ALUMINUM
STOREFRONT
NEW 2' X 2'
ACT CEILING
NEW GWB CEIL.
2 X 6
5 X 5 STEEL. TUBE
TYPE 1 PARTITION
5/8" GWB
A4.0
DETAILS
th
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
hm
DISH ROOM COILING DOOR
S C A L E : 1 1/2 " = 1 ' - 0 "
1
A4.0
COILING DOOR DETAIL
S C A L E : 1 1/2 " = 1 ' - 0 "
2
A4.0
WALL OPENING DETAIL
S C A L E : 1 1/2 " = 1 ' - 0 "
3
A4.0
WALK-IN SECTION/WALL DETAIL
S C A L E : 1 1/2 " = 1 ' - 0 "
5
A4.0
WALK-IN RAMP/FLOOR DETAIL
S C A L E : 1 1/2 " = 1 ' - 0 "
6
A4.0
WALL OPENING AT STOREFRONT
S C A L E : 1 1/2 " = 1 ' - 0 "
4
A4.0
WALK-IN PLAN/WALL DETAIL
S C A L E : 1 1/2 " = 1 ' - 0 "
7
A4.0
WALK-IN TOP/CEILING DETAIL
S C A L E : 1 1/2 " = 1 ' - 0 "
8
A4.0
HEAD/JAM(SIM)
HORIZ.
MULLION
SILL
SILL
SILL S3
JAMB J3
HEAD H3
SILL
JAMB
HEAD
213
11
S
14
K
20
4
A4.0
3
A1.2
99
1622
5
OPEN TO
SERVING ROOM
OPEN TO
WASH ROOM
27
11
9
4
20
23
17
8
S
6
S
5
S
3
S
4
A4.0
2
A4.0
9
16
7
3
A4.0
1
11
9
4
TYP.
12
8
3
3
19
20
8'-0" M
.O
.
23
21
hydrate refuel energize refresh
OPEN TO
WASH ROOM
4
K
15
K
12
K
24
6
10
11
9'-10" A
CT
C
EILIN
G
5
K
14
6
K
10
3
K
3
K
24
11
15
K
6
OPEN TO
WASH ROOM
7
S
10
3
S
1
S
9'-7
" A
CT
C
EIL
IN
G
9'-1
0" A
CT
C
EIL
IN
G
23
2119 8
3
7
NEW SUSPENDED 2' X 2' ACOUSTICAL PANEL CEILING
SYSTEM, C-1.
8
13
15
KEYNOTES:
APPLIES TO THIS DRAWINGS ONLY
1
20
2
EXISTING GWB CEILING TO REMAIN, PATCH WHERE
NECESSARY AND PAINT
EXISTING GLAZED WAINSCOT TILE TO REMAIN.
4
5
21
6
9
PAINT WALL ABOVE EXISTING WAINSCOT, P-3
10
12
11
14
ROLL DOWN COUNTER SHUTTER, SEE DETAIL 1/A4.0
16
17
NEW CERAMIC WALL TILE, MATCH HEIGHT OF EXISTING
WAINSCOT, CT-1
18
EXISTING BASE TO REMAIN
19
SIGNAGE, SEE A7.0.
NEW WALL TILE, CT-3.
STOREFRONT WINDOW WITH APPLIED FILM GRAPHICS
NEW SUSPENDED 2' X 4' ACOUSTICAL PANEL CEILING
SYSTEM, C-2.
NEW GWB SOFFIT TO MATCH EXISTING. SEE DETAIL 3/A1.2.
ROLL DOWN GRILLE, SEE DETAIL 5/A4.0
EXISTING HOOD TO REMAIN AND BE REFURBISHED.
CUSTOM DISHWASHING ROOM COUNTERS. SEE 4-6/A5.2.
PAINT WALL, P-1
NEW SUSPENDED GWB CEILING, PTD.
GENERAL NOTES:
1. UNLESS OTHERWISE NOTED AS FURNISHED BY
OWNER, CONTRACTOR TO PROVIDE ALL CUSTOM
KITCHEN AND SERVING EQUIPMENT. SEE A 5.2 A 5.3
FOR EQUIPMENT DETAILS.
2. ALL EXPOSED CMU AND CERAMIC TILE EDGES TO
HAVE BULLNOSE PROFILE AT OUTSIDE CORNERS OF
WALLS, WINDOWS, AND DOORS.
PLASTER FINISH, P-1
ETR LIGHTING FIXTURE
NEW GWB BULKHEAD, P-2
PAINTED GWB, P-4
22 6X6 CERAMIC TILE, CT-2
23 CERAMIC TILE BASE, B-3
24 NEW INTEGRAL COVE BASE, B-2
25 NEW FULL HEIGHT CERAMIC WALL TILE, CT-1
10
15
25
24
410
15
25
24
OPEN TO
CAFETERIA
5 32 17 18
22
23
OPEN TO
SERVING
LINE
8'-0
" C
T H
EIG
HT
11
'-3
"
8'-0
"
9'-7
1
/2
"
2 3132221
23
24
11
6
10
9'-7
" A
CT
C
EIL
IN
G
9'-1
0" A
CT
C
EIL
IN
G
23
OPEN TO
CAFETERIA
15
K
9
K
9
K
11
K
6
S
21
2'-10"
4'-2"
1
A4.0
24
4 10
25
KEYNOTES CONT:
26 RETURN TILE TO WINDOW FRAME, TYP.
27RESTORE FLOOR TILE AND BASE.
A5.0
INTERIOR ELEVATIONS
th
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
INTERIOR STOREFRONT ELEV.
S C A L E : 1/4 " = 1 ' - 0 "
1
A5.0
hm
SERVING LINE ELEVATION
S C A L E : 1/4 " = 1 ' - 0 "
2
A5.0
KITCHEN ELEVATION
S C A L E : 1/4 " = 1 ' - 0 "
3
A5.0
HOOD ELEV.
S C A L E : 1/4 " = 1 ' - 0 "
5
A5.0
KITCHEN ELEVATION
S C A L E : 1/4 " = 1 ' - 0 "
4
A5.0
DISH ROOM
S C A L E : 1/4 " = 1 ' - 0 "
8
DISH ROOM
S C A L E : 1/4 " = 1 ' - 0 "
9
DISH ROOM
S C A L E : 1/4 " = 1 ' - 0 "
10
A5.0A5.1A5.1
INTERIOR ELEV.
S C A L E : 1/4 " = 1 ' - 0 "
6
A5.0
INTERIOR ELEV.
S C A L E : 1/4 " = 1 ' - 0 "
7
A5.0
KITCHEN ELEVATION
S C A L E : 1/4 " = 1 ' - 0 "
11
A5.0
1
6
7
2
3
4
5
8
9
10
11
GENERAL NOTES:
1. FOR FINISH DESIGNATIONS REFER TO DRAWING
A 6.1.
2. DRAWINGS OF FOOD SERVICE EQUIPEMENT ARE
REPRESENTATIONAL. REFER TO PLANS AND
SPECIFICATIONS FOR ADDTIONAL INFORMATION.
KEYNOTES:
APPLIES TO THIS DRAWINGS ONLY
SUSPENDED 2 X 4 ACOUSTIC PANEL CEILING, C-2.
NEW RESILIENT BASE, B-1.
EXISTING WINDOW TO REMAIN.
WALL CABINETS, PL-3
PROVIDE PL-3 SKIRT UNDER CABINETS TO SHIELD LIGHTS.
NEW WALK-IN COOLER AND FREEZER.
NEW STEEL WIRE MESH DOOR AND FRAME WITH 2" STEEL
POSTS AND HEADER, PTD.
CLOSURE PANELS BETWEEN COOLER/REFRIGERATOR AND
CEILING.
COUNTERTOP WITH 2" DIA. GROMMETS FOR CORDS, PL-2.
METAL COUNTER TOP SUPPORT BRACKETS.
FILE CABINET, EQUIPMENT, AND FURNITURE BY OWNER.
4'-11"
1
7
18"
2'-10"
3'-6"
3'-6"
5
2
1
6
1'-0"
3'-4"
3'-4"
8"
2'-0"
2'-1
0" M
IN
.
1
2
7
2'-10"
5
5'-0"
3'-0"
6"
2
1
1'-8
"
4'-4
"
3
4
2'-1
0" M
IN
.
8 9
2
4
3'-2
"3
'-0
"
2
1
1'-2"
2'-6"
1'-7 1/2"
2'-5"
1 1/2"
6'-8"
2'-9" 2'-9" 2'-9" 2'-9"
2
11
13
4
9
10
2'-5"
1'-6"
2'-6"
1 1/2"
2'-0"
6'-8"
2
10
9
4
1
5
4'-11"
5'-0
"
6"
3'-0
"
1'-0"
3'-6"
A5.17
5
6
T O I L E T
R O O M
8
2 4
3
9
1
5
6
7
2
TOILET PARTITION, FLOOR AND OVERHEAD BRACED
SCRANTON PRODUCTS
NEW GRAB BARS
24" X 36" X 1/4" TEMPERED MIRROR W/ POLISHED EDGES
PAPER TOWEL HOLDER, BY OWNER
TOILET TISSUE DISPENSER, BY OWNER
SEE KITCHEN EQUIPMENT SCHEDULE, A1.2.
ACCESSORY SCHEDULE
1
3
4
5
6
7
8
9LOCKERS (REINSTALL EXISTING)
10
SOAP DISPENSER, BY OWNER
NAPKIN DISPOSAL
(SEE SPECIFICATIONS)
MOP RACK AND SHELF IN JANITOR CLOSET
2'-0"
2'-2
"
9'-0" V.I.F.
4'-2
1
/4
" V
.I.F
.
A5.13
2
1687
6
A4.0
8
A4.0
7
A4.0
A5.1
INTERIOR ELEVATIONS
th
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
hm
LOCKER RM. ELEV.
S C A L E : 1/4 " = 1 ' - 0 "
5
A5.1
LOCKER RM. ELEV.
S C A L E : 1/4 " = 1 ' - 0 "
6
LOCKER RM. ELEV.
S C A L E : 1/4 " = 1 ' - 0 "
7
OFFICE ELEVATION
S C A L E : 1 / 4 " = 1 ' - 0 "
2
OFFICE ELEVATION
S C A L E : 1/4 " = 1 ' - 0 "
3
A5.1
A5.1
A5.1
A5.1
LOCKER ROOM PLAN
S C A L E : 1/4 " = 1 ' - 0 "
4
A5.1
OFFICE PLAN
S C A L E : 1 / 4 " = 1 ' - 0 "
1
A5.1
STORAGE RM. ELEV.
S C A L E : 1/4 " = 1 ' - 0 "
8
A5.1
3'-0
"
15" X 20" X 5"
DRAWERS
8'-0"
CAN OPENER
CUTTING
BOARD GUIDES
ADJ. FEET
UNDERSHELF
FAUCET
KNIFE RACK
INTEGRAL 16"W X
20"L X 8"D SINK
3'-0
"
WHEELS ON K3
5" X 20" X 5" DRAWERS
5'-0"
3'-0"
8"
10
"
CAN OPENER
12'-0"
12" DEEP SS
OVERSHELF
4'-0" 4'-0" 4'-0"
KNIFE RACK
CONTINUOUS
S.S. COUNTERTOP
SPRAY ARM
GARBAGE
DISPOSER K-16
DRAWER
CUTTING BD.
GUIDES
CUTTING BD.
GUIDES
DRAWER
24" X 24" X 14"
SINKS
SOLID SURFACE ?????
4'-0"
FRONT S2
FRONT + SIDE PANELS ?????
2'-10"
5" Ø HD WHEELS, TYP.
FRONT S6
PL-1 FRONT + SIDE PANELS
5 HOT WELLS
5" Ø H.D. WHEELS, TYP.
7'-8"
2'-1
0"
GLASS BREATH GUARD
AND TOP SHELF
APPROX. 2'-0"
SS-1
+/- 2'-6"
POS SYSTEM, BY
OWNER
SS-1
COUNTERTOP
2'-1
0"
12" BOTTOM SHELF FOR
COMPUTER AT BACK
3'-8"
END S-1
PURSE HOOK
PIGTAIL FOR POWER
AND DATA
RECEPTACLE AND DATA
7"
DRAWER
7"
PL-1 SIDE PANELS
SS-1 COUNTERTOP
2'-1
0"
5'-0"
POWER AND DATA AT
BACK OF RECESS
SIDE S-1
12" BOTTOM
SHELF FOR
COMPUTER
5" Ø HD WHEELS, TYP
POS
BY OWNER
DRAWER
WITH LOCK
2'-6" O.D.
RECESS
2 " DIA
GROMMET
ITEM S-3 ABUTS HERE
4'-0"
BACK S2
2'-10"
SS-1
PL-1 END PANELS
SS INSIDE AND SHELF
PIGTAIL FOR POWER
RECEPTACLE
BACK S6
SS INTERIOR
SS-1
7'-8"
GLASS BREATH GUARD
AND TOP SHELF
2'-1
0"
SS BACK
FILL SPOUT CENTERED
ON WELL
4 HOT WELLS
5'-6"
COUNTER
OVERHANGS ON
BOTH SIDES
GLASS BREATH
GUARD AND TOP
SHELF
2'-1
0"
RIGHT S3
4 HOT WELLS
5'-6"
GLASS BREATH
GUARD AND TOP
SHELF
2'-1
0"
LEFT S3
PIGTAIL FOR POWER
SS-1
5" Ø H.D. WHEELS. TYP.
PL-1 PANELS ON ALL
SIDES
HINGED PANEL WITH
HIDDEN CONTROLS
END S3
2'-1
0"
3'-8"
±2'-6"
PL-1 PANELS ON FRONT
AND SIDES
7" 7"
SS-1, RECESS WELLS IN
TOP TO ACCOMMODATE
SHEET PAN
GLASS BREATH GUARD
AND TOP SHELF
MIN. 8"
CLEAR
END S2
2'-10"
3'-6"
±2'-6"
PANELS ON FRONT AND
ENDS
4" 8"
SOLID SURFACE ?????
END S6
2'-1
0"
3'-6"
±2'-6"
PL-1 SIDE PANELS
4" 8"
SS-1, RECESS WELLS IN
TOP TO ACCOMMODATE
SHEET PAN, TYPICAL
GLASS BREATH GUARD
AND TOP SHELF
5" MIN.
CLEAR
1
6
7
2
3
4
5
8
9
10
11
GENERAL NOTES:
1. FOR FINISH DESIGNATIONS REFER TO DRAWING
A 6.1.
2. DRAWINGS OF FOOD SERVICE EQUIPEMENT ARE
REPRESENTATIONAL. REFER TO PLANS AND
SPECIFICATIONS FOR ADDTIONAL INFORMATION.
KEYNOTES:
APPLIES TO THIS DRAWINGS ONLY
SUSPENDED 2 X 4 ACOUSTIC PANEL CEILING, C-2.
NEW RESILIENT BASE, B-1.
EXISTING WINDOW TO REMAIN.
WALL CABINETS, PL-3
PROVIDE PL-3 SKIRT UNDER CABINETS TO SHIELD LIGHTS.
NEW WALK-IN COOLER AND FREEZER.
NEW STEEL WIRE MESH DOOR AND FRAME WITH 2" STEEL
POSTS AND HEADER, PTD.
CLOSURE PANELS BETWEEN COOLER/REFRIGERATOR AND
CEILING.
COUNTERTOP WITH 2" DIA. GROMMETS FOR CORDS, PL-2.
METAL COUNTER TOP SUPPORT BRACKETS.
FILE CABINET, EQUIPMENT, AND FURNITURE BY OWNER.
A5.2
EQUIPMENT DETAILS
th
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
hm
TABLE K 2
S C A L E : 1/2 " = 1 ' - 0 "
2
A5.2
TABLE K 3
S C A L E : 1/2 " = 1 ' - 0 "
A5.2
TABLE K 1, K 12, K 20
S C A L E : 1/2 " = 1 ' - 0 "
1
A5.2
SOLID TOP TABLE S 2
S C A L E : 1/2 " = 1 ' - 0 "
7
A5.2
FIVE WELL TABLE S 6
S C A L E : 1/2 " = 1 ' - 0 "
6
A5.2
CASHIER STATION S 1
S C A L E : 1/2 " = 1 ' - 0 "
4
A5.2
FOUR WELL TABLE S 3
S C A L E : 1/2 " = 1 ' - 0 "
5
A5.2
3
KITCHEN
2'-10"
PRE-RINSE
SPRAYER
3
D
1
D
18" X18" SS SINK
WITH SLIDE BARS
GARBAGE
DISPOSER
DISHWASHER
CLEAN DISH TABLE.
SLOPE TO DRAIN
ROLLED
EDGE,
TYPE 2 SS HOOD
WITH DUCT TO FAN
10"
2'-3" ±4'-11 3/8"
4
D
2
D
SOILED DISH
TABLE, SLOPE
TO DRAIN
8
D
FAN
RETURN FINISH
TO WINDOW FRAME,
TYP.
±6'-1 5/8"
7
D
SHELF
MITER AND WELD
AT CORNER
3 COMPARTMENT
SINK
BACKSPLASH
2'-10"
9'-0"
6
D
SPRAY/FAUCET HOSE
REEL
2'-3"
5
D
SOILED DISH
TABLE
4
D
10"
1
6
7
2
3
4
5
8
9
10
11
GENERAL NOTES:
1. FOR FINISH DESIGNATIONS REFER TO DRAWING
A 6.1.
2. DRAWINGS OF FOOD SERVICE EQUIPEMENT ARE
REPRESENTATIONAL. REFER TO PLANS AND
SPECIFICATIONS FOR ADDTIONAL INFORMATION.
KEYNOTES:
APPLIES TO THIS DRAWINGS ONLY
SUSPENDED 2 X 4 ACOUSTIC PANEL CEILING, C-2.
NEW RESILIENT BASE, B-1.
EXISTING WINDOW TO REMAIN.
WALL CABINETS, PL-3
PROVIDE PL-3 SKIRT UNDER CABINETS TO SHIELD LIGHTS.
NEW WALK-IN COOLER AND FREEZER.
NEW STEEL WIRE MESH DOOR AND FRAME WITH 2" STEEL
POSTS AND HEADER, PTD.
CLOSURE PANELS BETWEEN COOLER/REFRIGERATOR AND
CEILING.
COUNTERTOP WITH 2" DIA. GROMMETS FOR CORDS, PL-2.
METAL COUNTER TOP SUPPORT BRACKETS.
FILE CABINET, EQUIPMENT, AND FURNITURE BY OWNER.
3'-0"
8"
10"
CAN OPENER
12'-0"
12" DEEP SS
OVERSHELF
4'-0" 4'-0" 4'-0"
KNIFE RACK
CONTINUOUS
S.S. COUNTERTOP
SPRAY ARM
GARBAGE
DISPOSER K-16
DRAWER
CUTTING BD.
GUIDES
CUTTING BD.
GUIDES
DRAWER
24" X 24" X 14"
SINKS
A5.3
EQUIPMENT DETAILS
th
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
hm
SOILED AND CLEAN TABLES D-2 AND D-4
S C A L E : 1/2 " = 1 ' - 0 "
1
A5.3
3 COMPARTMENT SINK D-6
S C A L E : 1/2 " = 1 ' - 0 "
2
A5.3
KITCHEN
FOOD PREP K-12
S C A L E : 1/2 " = 1 ' - 0 "
2
A5.3
HE
IG
HT
WIDTH
FLUSH
DOOR
WIDTH
FLUSH
DOOR
HE
IG
HT
6"6"
2'-0
"
1/4" SAFETY
GLASS
4'-0
"
AB
HE
IG
HT
C
H2
J2
COILING DOOR
ASSEMBLY, SEE
SCHEDULE
GUIDE TRACK, MTD.
TO PARTITION
H1
J1
H1
J1
2" 2"
FRAME
2"
2'-1
0 3
/8
"
FRAME
2" 2"
2"
D
5' 0"
4'-2
"
COILING SHUTTER
ASSEMBLY
H3
J2
NOTE: FOR DETAILS SEE 1/A4.0 NOTE: FOR DETAILS SEE 2/A4.0
8'-0
"
6'-8"
12
15'-8 1/8" V.I.F.
8'-0
"
2'-6
"5
'-0
"
2'-6
"5
'-0
"
EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.
APPLIED FILM GRAPHICS,
SEE SPECS
APPLIED FILM GRAPHICS,
SEE SPECS
S3
WIDTH
INTERIOR DOOR JAMB/HEAD
J1 H1
HM FRAME
GWB WALL
2"
1/2
"
VA
RIE
S
WIT
H P
AR
TIT
IO
N
WID
TH
JAMB ANCHOR
CERAMIC TILE
WAINSCOT
WHERE
INDICATED
ROOM NAMEDOOR
NO.
DOOR
DOOR SCHEDULE
FRAMEDOOR SIZE
NOTES
HEAD AND
JAMB TYPE
MAT. FIN. TYPE MAT. FIN.
FRAME
TYPE
WIDTH HEIGHT
SILL DOOR SCHED.
OFFICE8
THICK
RATING HDWE.
SET
2SERVING AREA
7TOILET
HDWE #1
HARDWARE SETS:
ENTRANCE SINGLE LEAF DOOR
+ 1 1/2 PAIR HINGES, STANLEY FBB 179, 4 1/2" X 4 1/2", US 32D (630) FIN.
+ KICK PLATE, BALWIN, 34". PUSH SIDE UNLESS OTHERWISE NOTED, US 32D (630) FIN. SEAL EDGES.
+ LEVER LOCK SET, SCHLAGE, ATHENS LEVER, US 26D (625) FIN. , ND 53PD.
C 8'-0"
NAT A HM PTD 3'-0" 6'-8" 1-3/4"
NAT B HM PTD 3'-0" 6'-8" 1-3/4"
3SERVING AREA
COILING C 8'-0"
4KITCHEN
NAT B HM PTD 3'-0" 6'-8" 1-3/4"
6JANITOR'S CLOSET
NAT A HM PTD
PAIR
6'-8" 1-3/4"
5STORAGE
3'-0" 6'-8" 1-3/4"
1SERVING AREA
WD NAT A HM PTD 3'-0" 6'-8" 1-3/4" J1 / H1 1
J1 H1
DOOR SCHEDULE NOTES
1. PROVIDE SILENCERS AND JAMB/HEAD GASKETING FOR ALL HM FRAMES.
2. INSTALL NEW LEAF AND HARDWARE IN EXISTING FRAME. FIELD VERIFY LOCATION FOR
HARDWARE.
3. PROVIDE REPLACEABLE CYLINDER CORES AND 4 CONSTRUCTION KEYS.
HDWE #2OFFICE SINGLE LEAF
+ 1 1/2 PAIR HINGES: STANLEY FBB 4 1/2" x 4 1/2", US 26D (626) FIN.
+ LEVER LOCK SET: SCHLAGE ATHENS LEVER, US 26D (626) FIN., ND 50 PD
HDWE #3TOILET ROOM SINGLE LEAF
+ 1 1/2 PAIR HINGES, STANLEY FBB 4 1/2" x 4 1/2", US 32D (632) FIN.
+ LEVER LOCK SET, SCHLAGE, ATHENS LEVER, US 26D (626) FIN., HD 405
+ CLOSER, LCN #4133 (ON PULL SIDE).
+ KICK PLATE, BALDWIN 34" US 26D (626) FIN., MNTD. ON PUSH SIDE, SEAL EDGES.
1
EX.
J1 H1
J1 H1
J1 H1
4
5
3
2
HDWE #4STORAGE SINGLE LEAF
+ 1 1/2 PAIR HINGES, STANLEY FBB 4 1/2" x 4 1/2", US 32D (632) FIN. (1 1/2 @ DOOR 210A, 241B)
+ LEVER LOCK SET, SCHLAGE, ATHENS LEVER, US 26D (626) FIN., ND 80PD
+ KICK PLATE, BALDWIN 34" US 26D (626) FIN., MNTD. ON PUSH SIDE, SEAL EDGES.
HDWE #5JANITOR DOUBLE DOORS
+ 1 1/2 PAIR HINGES @ LEAF, STANLEY FBB 4 1/2" x 4 1/2", US 32D (632) FIN.
+ FLUSH BOLTS @ FIXED LEAF, GLYNN-JOHNSON, US 26D (626) FIN.
+ LEVER LOCK SET, SCHLAGE, NEPTUNE, US 26D (626) FIN.,MNTD. ND 80PD
+ KICK PLATES, BALDWIN 20" US 26D (626) FIN. MNTD. ON BOTH SIDES
COILING
WD
WD
HM
HM
HM
9DRY STORAGE
WIRE PTD 3'-0" 6'-8" 1-3/4"
4
WIRE
10
STORAGEWD
11KITCHEN
ETR
SEE NOTE 2
SEE NOTE 2ETR3'-8" 6'-8" 1-3/4"
PTDETR
ETR PTDANAT
ETRETRETR ETR ETRETR ETRETRETR ETR ETR ETR
NAT A
2'-0"
SEE NOTE 6
4. NATURAL (TRANSPARENT) FINISH ON ALL WOOD DOORS.
5. PROVIDE ABUSE RESISTANT GWB FOR PAINTED SURFACES UP TO 8'-0" AFF.
6. REFER ALSO TO SPECIFICATIONS.
INSULATION
ACOUSTICAL SEALANT
SEE SCHEDULE
BASE
BETWEEN GWB & STRUCTURE,
FASTENED @ 24" O. C.
CONT. BOTTOM RUNNER
2" ACOUSTICAL
5/8" W.R. GWB @ SIDE, PTD.
16" O. C. (.0188), 25 GA
6" METAL STUDS
CONT. DEFLECTION TRACK
FASTENED @ 24" O. C.
EXISTING PLASTER CEILING OR DECK
TYPE
CEIL. EDGE MOLDING
SUSP. ACOUSTICAL
CEILING OR SUSP. GWB
ABOVE SUSP. CEILING
BRACES @ 4'-0" O.C.
45 METAL STUDS
CEILING
VERT. (TYP)
BRIDGING @ 8'-0"
1 TYPE 2
BASE AS SCHEDULED
8" CMU
JOINT REINFORCEMENT
@ 16" O.C. VERTICALLY
FILL VOID WITH SAFING
INSULATION; HOLD CMU
2" FROM UNDERSIDE OF
STRUCTURE ABOVE
CERAMIC WAINSCOT
WHERE INDICATED
EXTEND METAL STUDS
AND ONE SIDE GWB @
DISHWASHER AND
TOILET ROOM
OPENING TYPES
S C A L E : 1/4"=1'-0"
2
A6.0
A6.0
APPLIES TO THIS DRAWING ONLY
GENERAL NOTES:
DOOR DETAILS
S C A L E : 1 1/2 " = 1 ' - 0 "
1
A6.0
DOOR SCHEDULE,
STOREFRONT + DETAILS
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
PARTITION TYPES
S C A L E : 3/4 " = 1 ' - 0 "
3
A6.0
FINISH SCHEDULE NOTES
NOTE 1: PATCH, RESTORE, AND FINISH SURFACES DAMAGED BY NEW WORK.
NOTE 2: REFER TO A1.2 FOR LOCATION OF SUSPENDED GWB AND ACOUSTICAL PANEL CEILINGS.
NOTE 3: RESTORE VCT FLOORING IN AREAS AFFECTED BY NEW WORK.
NOTE 4: PROVIDE PLASTER FINISH ON PORTIONS OF EAST AND WEST WALLS TO MATCH EXISTING.
NOTE 5: EXTEND CERAMIC WALL TILE TO CEILING IN WASH ROOM.
NOTE 6: LAMINATE
5
8
" CEMENT BACKER BOARD TO SOUTH, EAST AND WEST WALLS, SEE DETAILS 4/A1.0
NOTE 7: SEE DETAIL 3/A1.0 FOR FINISH ON EXISTING AND NEW WALLS.
NOTE 8: PROVIDE RESILIENT TRANSITION STRIP BETWEEN DIFFERENT FLOORING FINISHES.
NOTE 9: PROVIDE WR GWB CEILING AND FRP FULL HEIGHT ON WALLS.
SERVING AREA
KITCHEN
WASH ROOM
TOILET/LOCKERS
OFFICE
WALL
ROOM
MATERIAL
AREAS
FLOORBASE
PA
IN
T
CE
RA
MIC
T
ILE
(C
T-1)
CEILING
SU
SP
EN
DE
D A
CT
(C
-1)
REMARKS
EX
IS
TIN
G-T
O-R
EM
AIN
EX
IS
TIN
G-T
O-R
EM
AIN
RE
SILIE
NT
S
HE
ET
C
OV
E (B
-2)
ROOM FINISH SCHEDULE
EX
IS
TIN
G-T
O-R
EM
AIN
PA
IN
T
F-2 V
CT
F-1 R
ES
ILIE
NT
S
HE
ET
EX
IS
TIN
G-T
O-R
EM
AIN
STORAGE ROOM
GLA
SS
CAFETERIA
KITCHEN ACCESS
TRAY RETURN
RE
SILIE
NT
C
OV
E B
AS
E (B
-1)
PLA
ST
ER
O
R G
WB
SU
SP
EN
DE
D A
CT
(C
-2)
SU
SP
EN
DE
D G
WB
P-4
CE
RA
MIC
T
ILE
(C
T-2)
P-3
P-4
P-4
P-4
P-1
P-1
P-1
F-3 LV
T
FR
P
JANITOR CLOSET
P-2
P-2
P-2
P-2
P-2
SEE NOTES 2, 8
SEE NOTES 1,2, 7, 8
SEE NOTES 2, 5, 6
SEE NOTES 1,5,6
SEE NOTES 1, 2, 8
SEE NOTES 1, 2, 8
SEE NOTES 1, 2, 3, 8
SEE NOTES 1,2,3,8
SEE NOTES 1,2,3
SEE NOTES 2
CE
RA
MIC
T
ILE
B
AS
E
CE
RA
MIC
T
ILE
(C
T-3)
2
1
3
4
5
6
7
8
9
10
FINISH SPECIFICATIONS (REFER ALSO TO SPECIFICATIONS)
F-1
FLOORS
F-3A
MARK
F-2
B-2
BASEMARK
P-1
WALL
P-3
MARK
P-2
CEILINGMARK
C-1
SS-1
SOLID SURFACEMARK
SOLID SURFACE - CORIAN ROYAL RED (EQUIPMENT COUNTERTOP)
RESILIENT SHEET COVE - 6" - POLYSAFE PUR - STORM BLUE #4560
EGGSHELL CEILING WHITE
ACT CEILING - ARMSTRONG OPTIMA 2X2, SQUARE EDGE, WHITE
RESILIENT SHEET - POLYSAFE PUR - STORM BLUE #4560
C-2
B-1
VCT - MATCH EXISTING CAFETERIA FLOORING AND PATTERN
RESILIENT COVE BASE - 4" - JOHNSONITE TH2 BLUE INTENSITY
CT-2
CT-1
GLAZED WALL TILE - DALTILE 6"X6", SEMI-GLOSS, LUMINARY GOLD 0142 (#11 SNOW WHITE GROUT)
GLAZED WALL TILE - DALTILE 4" X 12", SEMI-GLOSS, ARCTIC WHITE 0190 (#546 CAPE GRAY GROUT)
ACT CEILING - ARMSTRONG OPTIMA 2X4, SQUARE EDGE, WHITE
LVT - AVA SPRK - DARK WHITE (FIELD) - 18"X18"
B-3 CERAMIC TILE BASE - WALKER ZANGER - 7"X7" NAVY MATTE
FRP FIELD REINFORCED PANEL
EPOXY (ABOVE CT WAINSCOT), SW 6240 WINDY BLUE
P-4 EPOXY, SW 7064 PASSIVE
PLASTIC LAM. MARK
F-3B
F-3C
F-3D
LVT - AVA SPRK - STEAMED CRABS (ACCENT) - 4"X18"
LVT - AVA SPRK - AMBER WAVES (ACCENT) - 18"X18"
LVT - AVA SPRK - INNER HARBOR (ACCENT) - 18"X18"
CT-3 GLAZED WALL TILE - WALKER ZANGER - KALEIDOSCOPE - TRIANGLE (NAVY MATTE, SKY MATTE, WHITE MATTE)
PL-3WILSONART WHITE DRIFTWOOD 8200K-16 (CABINETS IN OFFICE)
EPOXY, MATCH EXISTING
PL-2WILSONART BRITTANY BLUE D321-60 (COUNTERTOP IN OFFICE)
PL-1WILSONART WHITE DRIFTWOOD 8200K-16 (EQUIPMENT PANELS & SIGNAGE, SEE SIGNAGE SHEET FOR DETAILS)
VCT MATCH EXISTING VCT
LVT FLOOR PATTERN KEY
F-3A LVT - AVA SPRK - "DARK WHITE" (FIELD) - 18"X18"
F-3B
F-3C
F-3D
LVT - AVA SPRK - "STEAMED CRABS" (ACCENT) - 4"X18"
LVT - AVA SPRK - "AMBER WAVES" (ACCENT) - 18"X18"
LVT - AVA SPRK - "INNER HARBOR" (ACCENT) - 18"X18"
F-3A
F-3A
F-3B
F-3B
F-3B
F-3B F-3B
F-3B
F-3B
F-3B
F-3C
F-3C
F-3C F-3C
F-3C
F-3C
F-3C
F-3C
F-3C
F-3D
F-3DF-3D
F-3D
F-3D F-3D
F-3D
F-3D
F-3D
6"
7 1/4"
14'-1 1/4"
C
L
C
L
DEMI BULLNOSE
1/2"X12", NAVY MATTE,
PROVIDE AT TOP AND
SIDES OF FIELD TILE
TRIANGLE FIELD TILE,
SKY MATTE, 6.3" X 7"
TRIANGLE FIELD TILE,
NAVY MATTE 6.3" X 7"
TRIANGLE FIELD TILE,
WHITE MATTE 6.3" X 7"
SQUARE BASE TILE,
NAVY MATTE 6.3" X 7"
+/- 6'-5"
F.D.
F.S.
F.S.
F.S.
F.D.
PH 1
PH 2
PH 1
PH 2
KITCHEN
OFFICE
WASH
ROOM
LOCKERS
SERVING
AREA
TRAY
RETURN
STORAGE
ROOM
KITCHEN
ACCESS
CAFETERIA
JAN.
CONTINUE SHEET
COVED BASE INTO
OPENING, B-2
SHEET COVED
BASE OVER WALL
TILE, B-2
SHEET COVED
BASE OVER WALL
TILE, B-2
SHEET COVED
BASE OVER WALL
TILE, B-2
FLOOR FINISH, F-1
COVED BASE: B-2
WALL: CT-1
PAINT: P-3
FLOOR FINISH: F-3D,
RESILIENT BASE: B-1,
PAINT: P-4
FLOOR FINISH: F-3D,
RESILIENT BASE: B-1,
PAINT: P-4
FLOOR FINISH, F-2
BASE: ETR
WALL: ETR
PAINT: P-1
CERAMIC WALL TILE,
SEE ELEVATIONS FOR
HEIGHT: CT-2,
TILE BASE: B-3,
PAINT ABOVE: P-1
CERAMIC WALL TILE,
SEE ELEVATIONS FOR
HEIGHT: CT-2,
TILE BASE: B-3,
PAINT ABOVE TILE: P-1
CERAMIC WALL TILE,
SEE ELEVATIONS FOR
HEIGHT: CT-2,
TILE BASE: B-3,
PAINT ABOVE TILE: P-1
CERAMIC WALL TILE,
SEE ELEVATIONS FOR
HEIGHT: CT-2,
TILE BASE: B-3,
PAINT ABOVE TILE: P-1
EXISTING VCT
TO REMAIN
WALL TILE: CT-3 (THIS
WALL ONLY, SEE 2/A6.1
FOR LAYOUT)
PAINT ABOVE: P-4
TILE BASE: B-3
PAINT: P-4
TILE BASE: B-3
PAINT: P-4
TILE BASE: B-3
PAINT: P-4
CONTINUE CERAMIC
WALL TILE INTO
OVERHEAD DOOR JAMB
CONTINUE CERAMIC
WALL TILE INTO
OVERHEAD DOOR JAMB
FLOOR FINISH: F-3
(SEE 3/A6.1 FOR
LAYOUT)
FLOOR FINISH: F-3D,
RESILIENT BASE: B-1,
PAINT: P-4
FLOOR FINISH, F-1
COVED BASE: B-2
WALL: CT-1
CONTINUE FULL
HEIGHT CT INTO
OPENING
PL-3 (CABINETS)
PL-2 (COUNTER)
RESTORE
VCT
APPROXIMATE
LINE BETWEEN
EXISTING AND
NEW WORK
A6.1
APPLIES TO THIS DRAWING ONLY
GENERAL NOTES:
FINISH SCHEDULE +
DETAILS
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
SERVING LINE - LVT LAYOUT
S C A L E : 1/4"=1'-0"
3
A6.1
SERVING LINE - TILE LAYOUT
S C A L E : 1-1/2"=1'-0"
2
A6.1
FINISHES PLAN
S C A L E : 1/4"=1'-0"
1
A6.1
6'-10" 6'-10" 5'-10" 5'-10"
28'-0"
3 1
/2
"4
"3
1
/2
"4
"5
1
/2
"1
"5
1
/2
"1
"5
1
/2
"
6
3
/
4
"
2
1
/
4
"
1
/
2
"
C
4
1
/
4
"
1/2" PLASTIC DIMENSIONAL RING TO
MATCH WILSONART P.LAM ATLANTIS
D25-60 (MATTE FINISH)
1"
L
3/4" MDF "PLANKS", SECURED ON BLACK METAL
CHANNEL @ BOTH ENDS. PROVIDE 1/8" DIA.
STAINLESS STEEL AIRCRAFT CABLES ON BOTH
EDGES AND SUSPEND THROUGH CEILING GRID
TO STRUCTURE OR HANGERS.
WILSONART P.LAM WHITE DRIFTWOOD 8200K-16
6" 6" 6" 6" 6" 6" 6" 6"1" 1" 1"
hydrate
1/2" PLASTIC DIMENSIONAL
LETTERING TO MATCH
WILSONART P.LAM ATLANTIS
D25-60 (MATTE FINISH)
FONT: GEORGIA
1/2" PLASTIC DIMENSIONAL RING TO
MATCH WILSONART P.LAM WHITE
1570-60 (MATTE FINISH)
1/2" PLASTIC DIMENSIONAL
CIRCLE TO MATCH
WILSONART P.LAM
HOLLYBERRY D307-60
1/2" PLASTIC DIMENSIONAL CIRCLE TO MATCH
WILSONART P.LAM ATLANTIS D25-60 (MATTE
FINISH)
9
1
/2
"
6
3
/4
"
2
1
/
4
"
4
1
/
4
"
1/2" PLASTIC DIMENSIONAL RING TO MATCH
WILSONART P.LAM HOLLYBERRY D307-60
(MATTE FINISH)
1/2" PLASTIC DIMENSIONAL CIRCLE W/
APPLIED GRAPHICS, TO MATCH WILSONART
P.LAM WHITE 1570-60 (MATTE FINISH)
1/2" PLASTIC DIMENSIONAL RING TO
MATCH WILSONART P.LAM HOLLYBERRY
D307-60 (MATTE FINISH)
refuel
1/2" PLASTIC DIMENSIONAL
RING TO MATCH WILSONART
P.LAM HOLLYBERRY D307-60
(MATTE FINISH)
1/2" PLASTIC DIMENSIONAL CIRCLE W/
APPLIED GRAPHICS TO MATCH WILSONART
P.LAM WHITE 1570-60 (MATTE FINISH)
1/2" PLASTIC DIMENSIONAL RING
TO MATCH WILSONART P.LAM
ATLANTIS D25-60 (MATTE
FINISH)
energize
1/2" PLASTIC DIMENSIONAL CIRCLE
TO MATCH WILSONART P.LAM
ATLANTIS D25-60 (MATTE FINISH)
1/2" PLASTIC
DIMENSIONAL RING TO
MATCH WILSONART
P.LAM HOLLYBERRY
D307-60 (MATTE FINISH)
1/2" PLASTIC
DIMENSIONAL RING TO
MATCH WILSONART
P.LAM HOLLYBERRY
D307-60 (MATTE FINISH)
1/2" PLASTIC DIMENSIONAL RING
TO MATCH WILSONART P.LAM
WHITE 1570-60 (MATTE FINISH)
refresh
4
1
/
4
"
6
3
/4
"
6
3
/
4
"
2
1
/
4
"
4
1
/
4
"
4
1
/
8
"
2
1
/4
"
A7.0
INTERIOR SIGNAGE
S C A L E : 1 " = 1 ' - 0 "
1
A7.0
SIGNAGE DETAILS
CO
PY
RIG
HT
2019, M
AG
IN
NIS
S +
D
EL N
IN
NO
A
RC
HIT
EC
TS
A
LL R
IG
HT
S R
ES
ER
VE
D.
ISSUE
NO DATE DESCRIPTION
DRAWING TITLE:
COMM. NO:
DRAWN:
CHECKED:
SCALE:
DATE:
DRAWING NUMBER:
pc
180210
AS NOTED
12/11/2018
CORA
KITCHEN
P: 703/548-0460 mdnarch.com
500 Montgomery St, Suite 550Alexandria, VA 22314
KELLY
RENOVATION
SCHOOL
1 08/02/2019 FOR PERMIT
2 10/29/2019 FOR BID
T
T
I
T
!INFILL TO MATCH EXISTING
I WALL CONSTRUCTION
SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL
NON-STRUCTURAL REQUIRED NEW WORK
NEW COLD FORMED STEEL S D WALL PARTITIO S PER ARCHI ECTURAL DRAWIN S, TYPICAL
EXISTING STEEL LUMN SUPPORTE ON PILE FO NDATION, TYPICA
I #4 BAR
Cl
PICAL NEW 8" C U WALLS TO REP ACE EXISTING, F LL SOLID WITH GR UT & REINFORCE WITH #4 F LL HEIGHT VERTI AL BARS AS INDI ATED
NEW 3"0 ST . PIPE COLUMN
2-#4 BAR EXISTING STEEL F DOR
BEAM, T ICAL-
TYPICA FLOOR FRAMING VER CRAWL SP CE: 2-1 /2" CON RETE FLOOR
SLAB ON STEEL JOISTS AT 24" o.c l.
EXISTING TEEL FLOOR / JOISTS AT 24" O.C. _j
COLUMN
r N.I.C.
r
111
r 1
>--Sl.-----<Olv-----c-G�RO�U�N _D_ L_EV_ E_L _F �RA�M �IN_G�PL_A �N __________ �l/
STRUCTURAL NOTES
BUILDING CODE
THE 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC)
DESIGN LOAD CRITERIA
ROOF: LIVE LOAD (TYPICAL)SNOW LOAD
GROUND SNOW LOAD, Pg FLAT ROOF SNOW LOAD, Pf EXPOSURE FACTOR, Ce SNOW LOAD IMPORTANCE FACTOR, IsTHERMAL FACTOR, Ct
FLOOR LIVE LOAO (TYPICAL)
WIND· ULTIMATE DESIGN WIND SPEED. VultNOMINAL WIND SPEED, Voad RISK CA TE GORY WIND EXPOSUREINTERNAL PRESSURE COEFFICIENT, GcpiIMPORTANCE FACTOR, lw
EXISTING BUILDING
30 PSF + DRIFT
30 PSF 21 PSF
1.0 1.0 1.0
100 PSF
115 MPH90 MPH
IIB
+/-0.181.0
All INFORMATION ON THE EXISTING BUILDING, SHOWN IN THESE PLANS, IS OBTAINED FROM THE BEST AVAILABLI SOURCES. SOME OF THIS INFORMATION IS NOT AS-BUILT DATA AND TI-1E ACTUAL AS-BUILT CONSTRUCTIONS WILL DIFFER FROM \!MAT IS ASSUMED. THE CONTRACTOR SHALL VERIFY ALL THE INFORMATION AND INFORM THEENGINEERS OF ALL VARIATIONS. EX1REME CARE & SAFETY MEASURES MUST BE TAKEN BY THE GENERAL CONTRACTOR so AS NOT TO DAMAGE mE EXISTING STRUC11JRE IN ANY WAY. ANY DAMAGE TO mE EXISTINGSTRUCTURE RESULTING FROM CONSTRUCTION WORK SHALL BE THE SOLE RESPONSIBILITY OF TI-7E GENERALCONTRACTOR.
CONTRACTOR TO EXPOSE AND VERIFY SIZES OF ALL STRUCTURAL MEMBERS INDICATED ON TI,E STRUCTURAL CONSTRUCTION DOCUMENTS AND SUBMIT AS-BUILT SHOP DRA'MNGS PROVIDING LOCATION AND SIZE OF ALLSTEEL MEMBERS PROPOSED TO BE MODIFIED
DEMOLITION
DEMOLITION INCLUDES CONTROLLED DESTRUCTION OF STRUCTURES AND mE REMOVAL AND DISPOSAL OF DEMOLISHED MATERIALS AS SHOWN ON THE DRA'MNGS AND/OR AS INCLUDED IN THESE NOTES.
DEMOLITION SHALL BE PERFORMED IN SECTION SMALL ENOUGH SO AS NOT TO ENDANGER ANY ADJACENT MA1ERIALS, FACILITIES OR EMBANKMENTS TO REMAIN IN PLACE.
PROVIDE ADEQUATE SHORING, BRACING, AND PROTECTION TO PREVENT MOVEMENT, SETTLEMENT, COllAPSE ORDAMAGE TO EXISTING MATERIALS, FACILITIES OR EMBANKMENTS WHICH ARE TO REMAIN. CONTRACTOR SHALL SUBMIT COMPLETE DETAILS OF SHORING PROCEDURES SIGNED BY A REGISTERED PROFESSIONAL ENGINEER PRIOR TO BEGINNING WORK.
DEMOLITION CONTINUED
PROMPTLY REPAIR ALL DAMAGES CAUSED BY THE DEMOLITION TO ADJACENT FACILlllES, MATERIALS OREMBANKMENTS AT NO COST TO THE OWNER.
SHORING
PROVIDE ADEQUATE SHORING, BRACING, AND PROTECTION TO PREVENT MOVEMENT, SETTLEMENT, COLLAPSE OR DAMAGE TD EXISTING MATERIALS, FACILITIES OR EMBANKMENTS WHICH ARE TD REMAIN.
CONTRACTOR SHALL REMOVE ALL FINISHES, SUCH AS PLASTER, STUCCO, ETC_ SO THAT SHORING WILL BE INDIRECT CONTACT WITH STRUCTURAL MEMBERS
STRUCTURAL MASONRY
All MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABlI STANDARDS AND SPECIFICATIONS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI STANDARD 530/530.1.
NET COMPRESSlvl' SlRENGTH OF CONCRE1E MASONRY UNITS REQUIRED IS 1,900 PSI MINIMUM WITH A NET AREA COMPRESSIVE STRENGm OF MASONRY (I'm) OF 1,500 PSI.
SOLID LOAD BEARING CONCRE1E MASONRY UNITS SHALL CONFORM TO ASTM 0145. GRADE N OR S. TYPE I.
MORTAR FOR REINFORCED WALLS ABOVE GRADE SHALL COMPLY 'MTH ASTM C270 TYPE 2 REQUIREMENTS.
GROUT FOR FILLJNG REINFORCED OR NON-REINFORCED CELLS OF MASONRY UNITS SHALL BE EITHER PEA GRAVEL CONCRETE OR PORTLAND CEMENT GROUT. MINIMUM STRENGTH SHALL BE 2,500 PSI, ASTM C-476.
REINFORCING BARS FOR REINFORCED MASONRY SHALL CONFORM TO ASTM A615.
All WALLS SHALl HAVE HORIZONTAL JOINT REINFORCEMENTS AT 16" ON CENTERS. BELOW GRADE WALLS, RETAINING WALLS AND PIERS SHALL HAVE JOINT REINFORCEMENT AT 8" ON CENTERS.
PROVIDE ADEQUATE, TEMPORARY BRACING AS REQUIRED DURING CONSTRUCTION TO WITHSTAND LATERAL LOADS.
GROUTING
USE LOW-LIFT OR HIGH LIFT GROUTING AT CONTRACTOR'S OPTION.
LOW-LIFT: LAY MASONRY TO A MAXIMUM HEIGHT OF 4'-0". PROVIDE MINIMUM CLEAR DIMENSION OF 2' AND ACLEAR AREA OF 8 SQ. IN. IN VERTICAL CORES. PLACE REINFORCEMENT. REINFORCEMENT TO PROJECT 36 DIA. ABOVE MASONRY TO U.P REINFORCEMENT OF THE NEXT LIFT. POUR GROUT USING CONTAINER IMTH SPOUT OR CHUTE. ROD OR VIBRATE GROUT, PLACING GROUT CONTINUOUSLY. TERMINATE GROUT 1/2" BELOW TOP OF MASONRY. STOP GROUT IN VERTICAL CELLS, 1-1/2'' BELOW BOND BEAMS.
HIGH-LIFT: LAY MASONRY TO STORY HEIGHT. REINFORCED VERTICAL CELLS SHOULD BE AT LEAST J INCHES IN DIMENSION. REMOVE ALL FOREIGN MATERIAL AND DEBRIS THROUGH CLEAN-OUT OPENINGS AT THE BOTTOM OF All REINFORCED CORES. PROVIDE CLEAN-OUT OPENINGS MINIMUM 3'' BY 4". CLEAN OUT SHOULD BE MADEBEFORE THE START OF WALL LAYlNG. CHECK REINFORCED CELLS FOR CLEANLINESS AND REINFORCEMENT POSITIONING. CLOSE CLEAN-OUT OPENINGS AND START GROUTING.
GROUTING CONTINUED
PUMP A UNIFORM HEIGHT OF GROUT IN MAX. 5' LJFTS AND IMMEDIATELY PUDDLE OR VIBRATE THE GROUT. VIBRATION IS PREFERABLE TO PUDDLING. THE FIRST VIBRATION SHOULD FOLLOW BY NOT MORE THAN 10 MINUTESTHE POURING OF THE GROUT. THEN POUR SUCCEEDING LIFTS OF GROUT AFTER WAITING 15 TO 60 MINUTES TO ALLOW FOR SETTLEMENT AND ABSORPTION OF EXCESS WATER. THE WAITING PERIOD DEPENDS ON WEATHER CDNDlllONS AND ABSORPTION RATES OF THE MASONRY. RECONSOLIDATE EACH LIFT BY VIBRATING SEVERAL INCHES INTO THE PRECEDING Lin. CONSOLIDAllON OF A LIFT AND RECONSOLJDAllON OF A PRECEDING LIFTALSO MAY BE DONE AT THE SAME TIME.
REPEAT THE WAITING, POURING, AND RECONSDLIDATION STEPS UNllL THE TOP OF THE POUR IS REACHED. RECONSOLJDATE THE TOP LIFT AFTER THE REQUIRED WAITING PERIOD AND Fill WITH GROUT ANY SPACE LEFT BYSETTLEMENT SHRINKAGE.
LINTELS
PROVIDE ONE STEEL ANGLE FOR EACH 4" OF MASONRY WALL THICKNESS FOR THE FOLLOWING OPENINGS UNLESS OTHERWISE SHOWN:
OR
4'-0 OR LESS 6'-1" TO 8'-o"
3 1/2 X 3 1/2 X 5/16 6 X 3 1/2 X 5/16
(3 1/2" LEG HORIZONTAL) (3 1/2' LEG HORIZONTAL)
PROVIDE REINFORCED PRECAST LINTEL FOR EACH 4" OF WALL rnlCKNESS FOR THE FOLLOWING OPENINGS· UP TO 6'-0" J 5/8 X 7 5/8 PRECAST LINTEL W/1 #4 BOTTOM UP TO 8'-0' 3 5/8 X 7 5/8 PRECAST LIN1EL W/1 #5 BOTTOM, 1 #3 TOP
PROVIDE MINIMUM s· BEARING AT EACH END FOR SPANS s·-o· OR LESS. PROVIDE MINIMUM 8" BEARING FOR SPANS LARGER TI,AN 6'-0".
OR
PROVIDE CAST CRETE PRECAST "sus· U-LINTELS MANUFACTURED BY CAST CRETE CORPORATION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS_ PROVIDE MINIMUM 8' BEARING AT EACH END
STRUC1URAL STEEL
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH TI-7E LATEST EDITION OF mE AMERICAN INSTITUTE OF smL CONS1RUCTION (AISC) "SPECIFICATION FOR mE DESIGN. FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." ALL WELDING SHALL BE DONE BY QUALIFIED 'i\UDERS AND SHALL CONFORM TO mE AWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONS1RUCTION." LATESTEDITION.
Tl-IE FOLLOWING ASTM STANDARDS SHALL APPLY TO STEEL FRAMING ON THIS PROJECT: ASTM A36: ANGLES, Pl.A TES ASTM ASOO, GRADE B: S1RUCTURAL TUBINGASTM A5J, GRADE B: STEEL PIPES ASTM A325: ALL BOLTS, NUTS AND WASHERS
ALL BOLTS SHALL BE 3/4" IN DIAMETER, UNLESS NOTED OTHERWISE.
-INFILL TO MATCH EXISTINGWALL CONSTRUCTION
I
SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL
NON-STRUCTURAL REQUIRED NEW WORK
EXISTING STEEL ROOF JOISTS ABOVE AT 48" O.C. -,
1-l3X3XI /4 SUPPORTING. ANGLES PER 8/S2,01
4"x4"x5/16" CONNECTION PLATES WELDED TO EACH JOIST PER 11/S2.01 (MINIMUM 2 PER JOIST REQUIRED)
NEW MAKE-UP AIR UNIT (540 LBS) SUPPORTED ON MINIMUM TWO (2) ROOF JOISTS PER B/S2.01, COORDINATE REQUIRED ROOF PENETRATIONS WITH DETAILS 10/S2.01 & 11/S2.01
-NEW COLD-FORMED STEEL STUD WALL PARTITIONSPER ARCHITECTURAL DRAWINGS, TYPICAL
EXISTING STEE COLUMN, TYPICAL
Cl
EXISTING GYPSUM ROOF DECK ABOVE SUPPORTED ON
STEEL JOISTS AT 48" o.c.1
NEW HSS5X5XI 4 BEAM 'o
'
Cl-
NEW HSS5X5XI 4 BEAM
-C1: NEW HSS5X5Xl/4 COLUMN
TYPICAL L3-1/2X3-1/2X5/16 ANGLE BRACE PER 4/S2.01
EXISTING STEEL ROOF / JOISTS ABOVE AT 48" O.C. _j
0 '
i-+-+- --EXISTING STEEL ROOF BEAMS ABOVE
..,.
ITT
ITT
V, V,
Cl
,✓ 2"----------------------------------------------------
1 s1.o1 ROOF FRAMING & WALL SUPPO RT BRACE PLAN
STRUC1URAL STEEL CONTINUED
ALL EXPOSED smL CONNECTCll"S AND ALL S1IEL CONNECTOR"S IN CONTACT �m MASONRY OR COOCRffiSHALL BE HOT-DIP GALVANIZED. TOUCH-UP ALL ABRADED AREAS 1\111, RUST-INHIBITIVE COATING.
ALL WELDING ELECTRODES SHALL BE E7DXX. ALL FILLET WELDS SHALL BE .3/16" MINIMUM.
ALL CONNECTIONS SHALL BE SIMPLE SHEAR CONNECTIONS UTILIZING HIGH-STRENGTH BOLTS IN BEARING-TYPECONNECllONS WITH TI-7READS EXCLUDED FROM THE SHEAR PLANE IN SINGLE SHEAR.
EPOXY ADHESIVE:
EPOXY ADHESIVE: ASTM C881, TWO COMPONENT MATERIAL SUITABLE FOR USE ON DRY OR DAMP SURFACES.PROVIDE MATERIAL TYPE, GRADE, AND CLASS TO SUIT PROJECT REQUIREMENTS.
PRODUCTS ARE SUBJECT TO COMPLIANCE WITH REQUIREMENTS OF ONE TI,E FOLLOWING:A. DURAL FAST SET LV, EUCLID CHEMICAL CO. B. REZI-WELD 1000, W.R. MEADOWS. INC. C. SIKADUR 32 HI-MOD, SIKA CORP.
EXPANSION BOLTS (E.B_)
FOR CONCRETE CONSTRUCTION ADHESIVE ANCHORS SHALL CONSIST OF ALL THREAD ANCHOR ROD, NUT, WASHERANO HILTI HIT HY 200 SAFE SET ADHESIVE ANCHOR SYSTEM. PROVIDE MINIMUM EMBEDMENT AS FOLLOWS U.O.N.:
HILTI �T-Z: 1/2"11 BOLTS: EMBED 4 1/4" 3/4"1! BOLTS: EMBED 6 5/8"
HILTI HAS-E: 1 /2", BOLTS: EMBED 4 1 /2" 3/4'',t. BOLTS: EMBED 6 5/8'
ALTERNATE: DRILL OVERSIZE HOLE TO INDICATED DEPTH TO SET BOLTS IN GEL TYPE EPOXY ADHESIVE MORTAR
ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
N.I.C.
LJ.J C/J � � I (9
500 Montgomery St, Suite 550 Alexandria, VA 22314
P: 703/548-0460 mdnarch.com
MESEN ASSOCIATES, P. C. c::_x\su_ li\G s I·(.___,::._: UI(/-.,_ L \::;ll�LLI\'.:;
32>1(3 TR/SC=;J L.,\NE, SUITE 'C.S·S,Rl�·lGFl::_c,, \//1 22':2IJf---Cl'ff (7C:.3) 861:i-7771 · Fi._X (7:>?:) 2Cit:i-775C)
2
NO
ISSUE
10/29/2019 FOR BID
DATE DESCRIPTION
CORA KELLY
,SCHOOL
KITCHEN
RENOVATION �
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DRAWING TITLE:
STRUCTURAL
NOTES & FRAMING PLANS z._ _______________________ _. ...J LJ.J 0
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COMM. NO:
180210
DRAWN:
YA
CHECKED:
UM
SCALE:
AS NOTED
DATE: 08/02/2019
DRAWING NUMBER:
S1 01
1 0/02/2019 FOR PERMIT
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NEW HSS5X5Xl/4 BEAM, SUPPORT AT COLUMN BEYOND PER 3/S2.01
NEW CEILING PER CHITECTURAL DRAWINGS
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S2.01 SECTION
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EXISTING 2-1 /2" CONCRETE FLOOR SLAB ON 9 /16" STEEL FORM DECK
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2X6 CONTINU DUS PLATE
-
-EXISTING FLOOR FRAMING OVER PACE: 2-1 /2" CONCRETECRAWL S
FLOOR 0 N METAL DECK SPANNING STEEL JOISTS AT 24" O.C. BETWEEN
�!
II
ARCH. RE: 2/A4.0
I /2" S TEEL BASE PLATE
I I NE W HSS5X5Xl/4 COLUMN
'¢ EXPANSION BOLTS2-1/2'
EXISTING FLOOR JOISTS AT 24" O.C. OVER CRAWL SPACE
S2 01 SECTION 1"=1'-0" 1
• /1---------�
PORTION OF EXISTING NON-BEARING CMU
WALL TO REMAIN --i-
NEEDLE WALL AT MAX. 48" O.C.
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NEW CMU INFILL
NEW STEEL LINTELS TYPE LI OR L2 PER FRAMING PLAN
AT STEEL LINTEL .----rl--+--+-+c'°'=t-< BEARING BEYOND
2
EXISTING FLOOR FRAMING OYER CRAWL SPACE: 2-1/2'' CONCRETE FLOOR ON METAL DECK SPANNING BETWEEN STEEL
AT 24" O.C. SUPPORTED ON BEAM
1e---EXISTING FLOOR BEAM
ARCH. RE: 3 A4.0
S2.01 SECTION
7
' ' i
ERECTION BOLTS 3"¢, STD. PIPE COLUMN BELOW
8" 5"
7
STEEL LINTEL ANGLES PER FRAMING PLAN
3/8" CAP PLATE BELOW
PLAN AT STEEL LINTEL FRAMING
3/8" CAP PLATE
SECllON
STEEL LINTEL ANGLES PER FRAMING PLAN
3"¢, STD. PIPE COLUMN
2-1 /2''¢ EXPANSION BOLTS 3''¢, STD. PIPE COLUMN
6" g"
f---I /2'' BASE PLATE ON I /2'' NON-SHRINK GROUT SIMILAR TD 5/S2.01
PLAN AT GROUND LEVEL
S2.011-SE_ C_TI_O_N ______ 1'_'=1_·-o�" 1
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EILING PER DRAWINGS
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NEW PARTITION WALL P ER GS ARCHITECTURAL DRAWIN
NEW CEILING PER ARCHITECTURAL ORA WINGS
NEW HSS5X5Xl/4 BEAM
L3X3Xl/4X0'-4" TOP & BOTTOM
--- NEW HSS5X5Xl/4 COLUMN WITH 1/4" CAP PLATE
-EXISTING FLOOR FRAMING OVERCRAWL SPACE: 2-1/2'' CONCRETEFLOOR ON METAL DECK SPANNINGBETWEEN STEEL JOISTS AT 24" O.C.'
ARCH. RE: 4 A4.0
S2.01 SECTION
2A
•i\1-�-NEW CMU WALL, FILL ALLCELLS SOLID WITH GROUT
ADD #4X1'-6" DOWELS AT SCHEDULED WALL REINFORCING ON PLAN, DRILL & SET IN EPOXY GEL
EXISTING FLOOR FRAMING OVER CRAWL SPACE: 2-1/2" CONCRETE FLOOR ON METAL DECK SPANNING BETWEEN STEEL
AT 24" O.C. SUPPORTED ON BEAM
,--EXISTING FLOOR BEAM
S2.01 SECTION 1''=1'-o" I
RTU OUTLINE -
LEVEL -- -
ROOF CURB PER
EXISTING GYPSUM ROOF DECK
EXISTING ROOF JOISTS AT 48" O.C.
MECHANICAL CONTRACTOR - ---,I
L3x3x5/16
REINFORCE EXISTING JOIST PER 9/S2.0I --"��
L3x3x5/16 BEYOND
8 S2.01,_ T_YP_ IC_A_L _R _TU_SU_ P _PO_R_T ___ N_.T.�s .
ON EXISTING ROOF FRAMING
LOAD
ADDEO STRUT ANGLIES 7� LI 1/4x1 1/4,3/16 <
(L�)
PROVIDE STRUT CONNECTION TO JOIST 111TH 1" LONG 3/16"
9
! LOAD
FILLET \\£LDS ON EACH SIDE AND TOP AND BOTTOM OF STRUT.
NOTE: WHEN LOADS OCCUR AT A DISTANCE MORE THAN 8" FROM A PANEL POINT, A STRUT ANGLE MUST BE FURNISHED AND INSTALLED IN THE FIELD TD CARRY THE LOAD TD AN OPPOSITE PANEL POINT AS SHOWN.
S2.0J,_C_O_NC_ E _NT_R_A _TE_D_ L_O_AD ___ N_.T.�s . 1
ON EXISTING ROOF JOIST
1/4" TAB FOR ANGLE BRACE CONNECTION '
EXISTING GYPSUMROOF DECK
EXISTING ROOF JOISTS AT 48" o.c.�
..JIL L3-l/2X3-l/2X5/16 ANGLE
BRACE TO ROOF FRAME
-1/4" CAP PLATE
4
I
HSS5X5Xl/4��1 I
_ I _
' L4X4X5/16XO' 4" FRAME ANGLES SHOP WELDED TO BEAM & FIELD WELDED TO COLUMNS
-------7
--------
-HSS5X5Xl/4
S2.01 SECTION 1"=1'-0" I
5
NEW HSS5X5Xl/4 COLUMN
7
I
I
I /2" STEEL BASE PLATE ON 1/2'' NON-SHRINK SETTING BED
EXISTING FLOOR FRAMING OVER CRAWL SPACE: 2-1/2'' CONCRETE FLOOR SLAB ON 9/16"STEEL FORM DECK SPANNING BETWEEN STEELJOISTS AT 24" O.C. OVER CRAWL SPACE
-2-1/2''¢ EXPANSION BOLTSSPACED 8" APART, DRILL& SET IN EPOXY GEL
-SUBGRADEI
11�111�1 � 11�111�11 � 1�111�11- ,,_,, ,-, - ,,_,, ,_,, - ,-1 I I-
S2.01 SECTIONEXISTING
ROOF JOISTS---+-+-+-------------,
LOCATE L3x3x5/I 6 AT DECK OVERHANG
I
DECK I EDGE � 6" 11 ,,_ _ _ __,, 11 11
-l==���=="=�=c-==-t���"'==
11'-H�-----�+----+". ½._ . --11_
L3x3x5/16 FULLY WELDED FRAME, LOCATE TOP
500 Montgomery St, Suite 550 Alexandria, VA 22314
P: 703/548-0460 mdnarch.com
MESEN ASSOCIATES, P. C. c::_x\su_ li\G s I·( .___,::._: UI(/-.,_ L \::;ll�LLI\'.:;
32>1(3 TR/SC=;J L.,\NE, SUITE 'C.S·S,Rl�·lGFl::_c,, \//1 22':2IJ f---Cl'ff (7C:.3) 861:i-7771 · Fi._X (7:>?:) 2Cit:i-775C)
1
10/29/2019 FOR BID
NO DATE DESCRIPTION ISSUE
4"x4"x5/16" PLATE WELDED TD EACH JOIST PER 11/S2.01, TYPICAL OF 4 OF STEEL FLUSH WITH EXISTING ROOF JOISTS c
CORA KELLY
,SCHOOL 10
S2.01 NE W ROOF OPE NING N T.s I
DECK SUPPORT BE TWEEN JOISTS EXISTING ROOF SYSTEM EMOVE EXISTING ROOFING
L LOCATE L3x3x5/16 AT DECK OVERHANG
EXISTING ROOF JOIST
- \\\ ►-\ L3x3xl/4 FULLY WELDED FRAME
PROVIDE STRUT ANGLE AS REQUIRED PER 9/S2.0I
11
\\, -4''x4"x5/16" PLATE \1 "
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.l�/16"['>
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52.011_N_Ew_R_o_oF_o_PE _N1_NG ____ N_.T.�s.
DECK SUPPORT
LJ.J C/J � � I (!) KITCHEN
RENOVATION �
� LJ.J,---------------------. � DRAWING TITLE:
� STRUCTURAL � SECTIONS & DETAILS z z,._ ___________________ _. ...J LJ.J 0
+
gi zz
"' "' I-I (!)
0 u
COMM. NO: 180210
DRAWN: YA
CHECKED: UM
SCALE: AS NOTED
DATE: 08/02/2019
DRAWING NUMBER:
S2 01
2 08/02/2019 FOR PERMIT
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