CORA KELLY ELEMENTARY SCHOOL INTERIOR KITCHEN …

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)







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

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IN

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A

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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:


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

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ISSUE

NO DATE DESCRIPTION

DRAWING TITLE:

COMM. NO:

DRAWN:

CHECKED:

SCALE:

DATE:

DRAWING NUMBER:

pc

180210

AS NOTED

12/11/2018

CORA

KITCHEN



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:


WASHER/DRYER - SEE ALSO PLUMBING DRAWINGS.

1

2

3

4

5

6

GENERAL NOTES:


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


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



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:


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:


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


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



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

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

AutoCAD SHX Text

e

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



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

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IN

NO

A

RC

HIT

EC

TS

A

LL R

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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



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:


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

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A

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HT

S R

ES

ER

VE

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ISSUE

NO DATE DESCRIPTION

DRAWING TITLE:

COMM. NO:

DRAWN:

CHECKED:

SCALE:

DATE:

DRAWING NUMBER:

pc

180210

AS NOTED

12/11/2018

CORA

KITCHEN



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:


A 6.1.




KEYNOTES:





WALL CABINETS, PL-3






CEILING.




A5.2

EQUIPMENT DETAILS

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ISSUE

NO DATE DESCRIPTION

DRAWING TITLE:

COMM. NO:

DRAWN:

CHECKED:

SCALE:

DATE:

DRAWING NUMBER:

pc

180210

AS NOTED

12/11/2018

CORA

KITCHEN



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:


A 6.1.




KEYNOTES:





WALL CABINETS, PL-3






CEILING.




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

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A

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A

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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



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

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AG

IN

NIS

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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



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"


NAVY MATTE 6.3" X 7"


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,


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,


CERAMIC WALL TILE,

SEE ELEVATIONS FOR

HEIGHT: CT-2,

TILE BASE: B-3,


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,


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



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


FONT: GEORGIA


MATCH WILSONART P.LAM WHITE

1570-60 (MATTE FINISH)


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)


MATCH WILSONART P.LAM HOLLYBERRY


refuel


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


ATLANTIS D25-60 (MATTE FINISH)

1/2" PLASTIC

DIMENSIONAL RING TO

MATCH WILSONART

P.LAM HOLLYBERRY


1/2" PLASTIC

DIMENSIONAL RING TO

MATCH WILSONART

P.LAM HOLLYBERRY


1/2" PLASTIC DIMENSIONAL RING


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



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

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ITT

ITT

V, V,

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,✓ 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


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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COMM. NO:

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DRAWN:

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SCALE:

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DATE: 08/02/2019

DRAWING NUMBER:

S1 01

1 0/02/2019 FOR PERMIT

AR

NEW HSS5X5Xl/4 BEAM, SUPPORT AT COLUMN BEYOND PER 3/S2.01

NEW CEILING PER CHITECTURAL DRAWINGS

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NEW ROLL DOWN GRILL PER ARCHITECTURAL 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

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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

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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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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

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11'-H�-----�+----+". ½._ . --11_

L3x3x5/16 FULLY WELDED FRAME, LOCATE TOP

500 Montgomery St, Suite 550 Alexandria, VA 22314


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"['>

r/ �4

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

CORA KELLY ELEMENTARY SCHOOL INTERIOR KITCHEN …

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