Drawings Kitchen Bolton.pdf

Winston-Salem Forsyth County Schools

55'

2 STORIES

NO CHANGE

NO CHANGE

>30'

>30'

>30'

>30'

>30'

>30'

>30'

>30'

WSFCS - BOLTON ELEMENTARY KITCHEN ALTERATION

1250 BOLTON ST, WINSTON-SALEM, NC

PUBLIC SCHOOL KITCHEN

CARLOS SANDERS

27103

336-399-6214 CSanders@wsfcs.k12.nc.us

GROUND PUBLIC SCHOOL KITCHEN NO CHANGE

14,500 N/A 14,500N/A

MAIN

MAIN

1966 EDUCATIONAL EDUCATIONAL

N/A 0

>30'

>30'

KITCHEN AREA 1 1 73' 75' N/A

KITCHEN AREA 2,567 sf 200 13 .2 2.6" 34"

EXIST.- NO CHANGE

EXIST.- NO CHANGE

EXIST.- NO CHANGE

EXIST.- NO CHANGE

EXIST.- NO CHANGE

EXIST.- NO CHANGE

N/A N/A

N/A N/A

1 ---

NO CHANGES TO EXISTING STUDENT RESTROOMS

RESTROOMS FOR KITCHEN STAFF BELOW

Actual Area of Occupancy A

Allowable Area of Occupancy A

Actual Area of Occupancy B

Allowable Area of Occupancy B

BUILDING/

AND USE

DESCRIPTION

(A)

BLDG AREA

PER STORY

(ACTUAL)

(B)

AREA

TABLE 503

(C)

INCREASE

FRONTAGE

AREA FOR

AREA FOR

INCREASE

SPRINKLER

(D)

AREA OR

UNLIMITED

(E)

ALLOWABLE

BUILDING

AREA

MAXIMUM

(F)

ALLOWABLE SHOWN ON PLANS CODE REFERENCE

2018 APPENDIX B - BUILDING CODE SUMMARY

FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

Name of Project:

Address:

Proposed Use:

Zip Code:

Owner/Auth. Agent: Email:Phone:

Owned By:

Code Enforcement Jurisdiction:

County Private State

City County StateForsyth

CONTACT: PERRY PETERSON, ARCHITECT

DESIGNER: FIRM: NAME: LICENSE #: TELEPHONE #: EMAIL:

Architectural

Civil

Electrical

Fire Alarm

Plumbing

Mechanical

Sprinkler/Standpipe

Structural

Retaining Walls >5' High

Other

2018 EDITION OF NC CODE FOR:

CONSTRUCTED

BASIC BUILDING DATA

Construction Type

Mixed Construction:

Sprinklers:

Standpipes:

Primary Fire District:

Flood Hazard Area:

Special Inspections Req'd:

I-A

I-B

II-A

II-B

III-A

III-B

IV-A

IV-B

V-A

V-B

No Yes Types

No Partial Yes NFPA 13 NFPA 13R NFPA 13D

No Yes Class: I II III Wet Dry

No Yes

No Yes

No Yes

GROSS BUILDING AREA TABLE

FLOOR: EXISTING BUILDING NEW (SQ. FT.) SUBTOTAL

1st Floor

TOTAL

ALLOWABLE AREA

Primary Occupancy: Assembly

Business

Educational

Factory

Hazardous

Institutional

I-3 Condition

Mercantile

Residential

Storage

Utility and Misc.

A-1

F-1 Moderate

H-1 Detonate

I-1

R-1

S-1 Moderate

Parking Garage

A-2

F-2 Low

H-2 Deflagrate

I-2

R-2

S-2 Low

Open

A-3

H-3 Combustible

I-3

R-3

High-piled

Enclosed

A-4

H-4 Health

I-4

R-4

Repair Garage

A-5

H-5 HPM

Mixed Occupancy: No Yes Separation: Exception:

Incidental Use Separation

This separation is not exempt as a Non-Separated Use (see exceptions).

Non-Separated Use

The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building.

Separated Use

For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.

ALLOWABLE HEIGHT

BUILDING HEIGHT IN FEET

BUILDING HEIGHT IN STORIES

New Construction

Reconstruction

ORIG. OCCUPANCY

Addition Upfit

Alteration Repair

RENOVATED CURRENT OCC.

Number and Arrangement of Exits

USE GROUP

OR SPACE

DESCRIPTION

(a) (b) (c) EXIT WIDTH (in)

EGRESS WIDTH REQUIRED WIDTH

ACTUAL WIDTH

PER OCCUPANT

SHOWN ON PLANS

STAIR LEVEL

1 See Table 1004.1.1 to determine whether net or gross area is applicable. See definition "Area, Gross" and "Area, Net" (Section 1002)

2 Minimum stairway width (Section 1009.1); min. corridor width (Section 1017.2); min. door width (Section 1008.1)

3 Minimum width of exit passageway (Section 1021.2)

4 See Section 1004.5 for converging exits.

5 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1005.1)

6 Assembly occupancies (Section 1025)

LIFE SAFETY PLAN SHEET - A1.0

(SECTION 1005.1)

MINIMUM

NUMBER OF EXITS

REQUIRED

ON PLANS

(TABLE PLANS

FLOOR

TRAVEL DISTANCE

ARRANGEMENT MEANS OF

EGRESS (SECTION 1015.2)

SHOWN ALLOWABLE ACTUAL REQUIRED ACTUAL

TRAVEL DISTANCE DISTANCE

DISTANCE

BETWEEN SHOWN ON

SHOWN ON

EXIT DOORS PLANS

TRAVEL DISTANCE

1016.1)

BUILDING ELEMENT

SEPARATION

DISTANCE

(FEET)

Structural frame, including columns, girders, trusses

Exterior

North

East

West

South

Interior

Nonbearing walls and partitions

Exterior

North

East

West

South

Interior walls & partitions

FIRE

RATING

DETAIL #

DESIGN #

DESIGN # FOR

DESIGN #

REQ'D

PROVIDED

AND

FOR

RATED

FOR

(W/ *

SHEET #

RATED

PENETRATION

RATED

REDUCTION) ASSEMBLY JOINTS

(TABLE 1005.1)

2,3,4,5,6

(a b) x c

1,3

LIFE SAFETY REQUIREMENTS

No YesEmergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection

No Yes

No Yes

No Yes

No Yes

EXIT REQUIREMENTS

EXIT WIDTH

SQ. FT.

AREA

AREA PER

OCCUPANT

(TABLE

1004.1.1)

CALC.

OCCUPANT

LOAD

A B

FIRE PROTECTION REQUIREMENTS

STAIR LEVELSTAIR LEVEL

1. Frontage area increases from Section 506.2 are computed thus:

a. Perimeter which fronts a public way or open space having 20 feet minimum width =

b. Total Building Perimeter =

c. Ratio (F/P) =

d. W = Minimum width of public way =

e. Percent of frontage increase I = 100 [ F/P - 0.25] x W/30 =

2. Unlimited area applicable under conditions of Section (507)

3. Maximum Building Area = total number of stories in the building x D (maximum 3 stories) (506.2)

4. The maximum area of open parking garages must comply with Table 406.8.4. The maximum area of air traffic control towers must comply with Table 412.3.1

5. Frontage increase is based on the unsprinklered area value in Table 506.2 f s s

(F)

(P)

(F/P)

(W)

Accessory Occupancy:

Incidental Uses: (Table 509):

Special Uses:

Special Provisions:

Assembly

Business

Educational

Factory

Hazardous

Institutional

I-3 Condition

Mercantile

Residential

Storage

Utility and Misc.

A-1

F-1 Moderate

H-1 Detonate

I-1

R-1

S-1 Moderate

Parking Garage

A-2

F-2 Low

H-2 Deflagrate

I-2

R-2

S-1 Low

Open

A-3

H-3 Combustible

I-3

R-3

High-piled

Enclosed

A-4

H-4 Health

I-4

R-4

Repair Garage

A-5

H-5 HPM

Bearing walls

ACCESSIBLE PARKING

LIFE SAFETY PLAN REQUIREMENTS

Life Safety Plan Sheet #: 1/A0.1

Fire and/or smoke wall locations (ch. 7)

Assumed and real property line locations (if not on site plan)

Exterior wall opening area with respect to distance to assumed property lines (705.8)

Occupancy types for each area as it relates to occupant load calculations (Table 1004.1.2)

Occupant loads for each area

Exit access travel distance (1017)

Common path of travel distances (1006.2.1 & 1006.3.2(1)

Dead end lengths (1020.4)

Clear exit widths for each exit door

Maximum calculated occupant capacity each exit exit door can accomodate based on egress width (1005.3)

Actual occupant load for each exit door

A separate schematic plan indicating where fire rated floor/clg and/or roof assembly is provided for purposes of occupancy separation

Location of doors with panic hardware (1010.1.10)

Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)

Location of doors with electromagnetic egress locks (1010.1.9.9)

Location of doors with hold-open devices

Location of emergency escape windows (1030)

The square footage of each fire area (202)

The square footage of each smoke compartment (407.4)

Note any code exceptions or table notes that may have been utilized regarding the items above

ROOM OR SPACE

DESIGNATION

FLOOR

Winston-Salem

STORY NO.

NOTES:

4th Floor

3rd Floor

2nd Floor

(SECTION 1106)

2018 CODE

2018 CODE

N/A

N/A

N/A

N/A

N/A

PLUMBING FIXTURE REQUIREMENTS

TUBS

SHOWERS/

WATERCLOSETS

UNISEX UNISEX

URINALS

LAVATORIES

ACCESSIBLE

DRINKING FOUNTAINS

REGULAR

USE

PROVIDED

REQUIRED

DINING

*OVERALL NUMBER OF EXITS

OCCUPANCY CATEGORY (Table 1604.5): Current: III Proposed: III

Panic Hardware: No Yes

NO CHANGES TO EXISTING PARKING FACILITIES

*Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4

Floor construction

Including supporting beams and joists

Roof construction

Including supporting beams and joists

Shafts - Exit

Shafts - Elevator/Other

Corridor Separation

Occupancy/Fire Barrier Separation

Fire Wall Separation

Smoke Barrier Separation

Smoke Partition

N/A

N/A

N/A

N/A

N/A

N/A

>30'

>30'

Tenant Separation

Incidental Use Separation

N/A

N/A

N/A

*Indicate section number permitting reduction

BUILDING ELEMENT

SEPARATION

DISTANCE

(FEET)

FIRE

RATING

DETAIL #

DESIGN #

DESIGN # FOR

DESIGN #

REQ'D

PROVIDED

AND

FOR

RATED

FOR

(W/ *

SHEET #

RATED

PENETRATION

RATED

REDUCTION) ASSEMBLY JOINTS

PETERSON/GORDON ARCH. PERRY PETERSON NC 5141 760-1411(336) pgarch@triad.twcbc.com

CONSULTANT ENGINEERING SERVICE CHRIS STROUPE NC 15886 724-0139(336) chris@ceseng.net

CONSULTANT ENGINEERING SERVICE CHRIS STROUPE NC 15886 724-0139(336) chris@ceseng.net

CONSULTANT ENGINEERING SERVICE CHRIS STROUPE NC 15886 724-0139(336) chris@ceseng.net

NO CHANGE IN BUILDING AREA

N/A

NO SCALE

1/A0.1 LIFE SAFETY PLAN

E.S./ P.H.

SERVING

OFFICE

LOCKER

D R

Y

S

T O

R A

G E

PROJECT DATA:

CONSTRUCTION TYPE: II-B

PROJECT AREA: 2567 SF

OCCUPANCY TYPE: E

OCCUPANT LOAD: 2567 SF @ 200 SF/ PERSON= 13 PERSONS MAX.

FREEZER

COOLER

KITCHEN

TOILET

SERVING

42"

34"CLR. OPNG.

170 P. ALLOWABLE

13 P. ACTUAL

12'

30'

21'

E.S. E.S.

E S

SCALE: 1/32" = 1'-0"

LOCATION MAP

B O

L T O

N S

T

WESTRIDGE RD

WESTRIDGE RD

CHEROKEE LN.

ASHBURY LN.

1250 BOLTON ST

WINSTON-SALEM, NC

BOLTON ELEM.

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TEL.

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PETERSON

Revision

GORDON

(336) 760-1411

2-26-24

23-360

EMAIL info@petersongordon.com

SCALE: 1/4" = 1'-0"

1/A1.0 EXISTING FLOOR PLAN

KITCHEN

3 COMP. SINK

TABLE

TABLE W/ DRAWERS

30x72

32x72

TOILET

LOCKERS

LOCKERS

TOILET

D/W

ICE

T A B

L E x

REFR.

TABLE W/ DRAWERS

30x72

STEAM

2 COMP. SINK

STEAM HOT HOLD DBL. CONV. SHELF

F.D.F.D.F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

TOILET

DISH

SERVING

COOLER

FREEZER

OFFICE

VEST

CAN WASH

100A

ELECT.

TABLE W/ DRAWERS

30x72

MILK

SERVING

MILK

HOT HOLD

BEVERAGE

BEVERAGE

PAN RACK

F.S.

E L E C T

E L E C T

C.O.

F.D.

F.D. F.D.

C.O.

FIRE SUPPRESSION

HOOD

WALL SWITCH

LIGHTED SIGNAGE

CLOCK/ SPEAKER

F.A. (EX.)

Winston-Salem Forsyth County Schools

SCALE: 1/32" = 1'-0"

2/A1.0 BLDG. PLAN

1/A1.0

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Revision

GORDON

(336) 760-1411

2-26-24

1/A2.0 DEMOLITION PLAN

F.D.

F.D.

F.D.

C.O.

F.D.

SERVING

F.S.

F.D.

F.D.

2'-41 2" 3'-3"

1'-6"

1' -6

1' -6

1'-4"

3'-6"

9'-0"

4'-3"1'-6"

1' -6

F.D.

1' -6

9'-0" 4'-6" 1'-6"C.O.

C.O.

1'-6"

1' -6

1 1

6 6

4 4

4 4 4

7 7 7

1'-6"

112"

5'-7" 1'-61

2" 5'-7"

19 1920

26 28

F.D.

SAW CUT & DEMO EXIST. FLOOR SLAB, SETTING BED. & TILE

DEMO EXIST. FLR. TILE & SETTING BED ENTIRE ROOM

DEMO EXIST. CLG. (PLASTER & SUSP. CLGS.)

DEMO EXIST. FLOOR DRAIN

DEMO EXIST. PLUMBING FIXT.

SAW CUT EXIST. SLAB

DEMO EXIST. ELECTRCIAL PANELS & ASSOCIATED CONDUIT (SEE ELECT.)

DEMO EXIST. HOOD

DEMO EXIST. DISHWASH TABLE/ SALVAGE D.W. EQUIPMENT

DEMO RECESSED FLOOR SINK (INCL. ASSOCIATED PLUMBING)

DEMO EXIST. DOOR, FRAME, & HARDWARE

ENLARGE EXIST. DOOR OPNG./ NEW HEADER

SAW CUT NEW OPNG. IN EXIST. WALL/ NEW HEADER

DEMO EXIST. COOLER/ FREEZER (SALVAGE SHELVING UNITS)

DEMO EXIST. LOCKERS

DEMO EXIST. TOILET PARTITIONS

DEMO EXIST. TOILET ACCESSORIES

DEMO EXST. DOOR & HARDWARE (FRAME TO REMAIN)

DEMO EXIST. WALL FULL HGT

DEMO EXIST. H.M. VIEW WINDOW

DEMO EXIST. SWITCHES (SEE ELECT.)

DEMO EXIST. LIGHTED SIGNAGE AND ASSOCIATED WIRING

DEMO EXIST. CLOCK & ASSOCIATED CONDUIT/WIREMOLD

DEMO EXIST. KITCHEN EQUIPMENT (SINKS & WALL RACKS)

DEMO EXIST. EXTERIOR REFRIGERATION UNITS & SUPPORTS (SEE PME)

DEMO EXIST. FLOOR CLEANOUTS

DEMO EXIST. BULLETIN BD.

DEMO EXIST. COAT RACK

DEMO FIRE SUPPRESSION EQUIPMENT

DEMO EXIST. CLG. TILE ONLY (GRID TO REMAIN)

SAW-CUT & DEMO TERRAZZO 2" FROM WALL FACE ACROSS OPNG.

DEMOLITION KEY NOTES

NOTES:

1) GC IS RESPONSIBLE TO PROVIDE ALL DEMOLITION NECESSARY TO

INSTALL NEW WORK.

2) SEE PME DRAWINGS FOR LOCATION OF ALL EXISTING UTILITY STUB-UPS

(GAS, WATER, ELECT.) TO BE DEMOLISHED. GC TO FIELD VERIFY ALL

EXISTING SERVICE. EXISTING UTILITY SERVICES TO REMAIN AFTER

CONSTRUCTION TO BE PROTECTED DURING DEMOLITION. CONTRACTOR

SHALL REPLACE ANYTHING DEMOLISHED/DAMAGED DURING

CONSTRUCTION ACTIVITIES.

3) SEE PME DRAWINGS FOR APPROXIMATE LOCATION OF EXISTING WATER

LINE, SEWER LINE, & GREASE TRAP. CONTRACTOR IS RESPONSIBLE TO

DEMO ALL NECESSARY TO CONNECT TO EXISTING SYSTEMS.

SCALE: 1 1/2" = 1'-0"

2/A2.0 PARTITION TYPES

BASE AS

SCHED.

3 58" CONT.

MTL. TRACK

3 58" MTL.

STUDS @

16" O.C.

5/8" GWB

EA. SIDE

3 58" CONT.

TRACK

8"

S E C T

IO

N P L A N

S E C T

IO

N

SOUND

BATT. INSUL.

SOUND

BATT. INSUL.

-PARTITIONS ARE TAGGED ON 1/A2.1 & 1/A2.2-

FIN. CLG.

M

IN

Q.T. BASE

3 58" CONT.

TRACK

3 58" MTL.

STUDS @ 16"

O.C.

3 58" CONT. TRACK

4 18"

P L A N

S E C T

IO

N

-ALL MTL. STUDS, TRACKS 20 GA.

FIN. CLG.

"M

IN

S E C T

IO

N

BASE AS

SCHED.

3 58" CONT.

MTL. TRACK

3 58" MTL.

STUDS @

16" O.C.

2" CEM. BD.

EA. SIDE

3 58" CONT.

TRACK

4 58"

S E C T

IO

N P L A N

S E C T

IO

N

SOUND

BATT. INSUL.

SOUND

BATT. INSUL.

FIN. CLG.

M

IN

SECURE/ BRACE

TO EXIST. STRUCT

@ 48" O.C.

W/ GLAZED TILE

WALL FINISH

WALL TILE

EA. SIDE

SECURE/ BRACE

TO EXIST. WALL

SECURE/ BRACE

TO EXIST. STRUCT

@ 48" O.C.

2" CEM. BD.

WALL TILE

BASE AS

SCHED.

3 58" CONT.

MTL. TRACK

3 58" MTL.

STUDS @

16" O.C.

2" CEM. BD.

3 58" CONT.

TRACK

4 34"

S E C T

IO

N P L A N

S E C T

IO

N

SOUND

BATT. INSUL.

SOUND

BATT. INSUL.

FIN. CLG.

M

IN

SECURE/ BRACE

TO EXIST. STRUCT

@ 48" O.C.

W/ GLAZED TILE

WALL FINISH

WALL TILE

ONE SIDE

8" GWB

Q.T. BASE

3 58" CONT.

TRACK

3 58" MTL.

STUDS @ 16"

O.C.

3 58" CONT. TRACK

4 18"

P L A N

S E C T

IO

N

FIN. CLG.

"M

IN

S E C T

IO

N

SECURE/ BRACE

TO EXIST. WALL

2" CEM. BD.

WALL TILE

W/ GLAZED TILE

WALL FINISH

1. THE DEMOLITION PLAN IS INTENDED TO BE DESCRIPTIVE OF THE GENERAL SCOPE

OF & NATURE OF THE WORK REQUIRED. IT IS NOT EXHAUSTIVE NOR PRESCRIPTIVE

OF ALL WORK WHICH MAY BE REQUIRED FOR THE COMPLETION OF THE PROJECT

TO THE QUALITY LEVEL EXPECTED. THE CONTRACTOR IS EXPECTED TO DO WHAT IS

NECESSARY TO INSTALL NEW CONSTRUCTION.

2. REFER TO 'P M & E' DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS BY

TRADE. THE 'GC' IS RESPONSIBLE TO ENSURE COORDINATION BETWEEN TRADES &

RESPONSIBILITIES.

3. REMOVE ALL FASTENERS, BRACKETS, SUPPORTS, AND ADHESIVES FOR ALL

WALLS/FLOORS, FIXTURES, EQUIPMENT, CONDUIT, AND/OR PIPING TO BE

DEMOLISHED PRIOR TO CONSTRUCTION.

4. DISCONNECT, RE-ROUTE, AND RECONNECT ALL FIXTURES (INCL. CONDUIT) THAT

WILL REMAIN OPERATIONAL AFTER DEMOLITION/CONSTRUCTION.

5. THE OWNER WILL BE RESPONSIBLE FOR THE REMOVAL AND STORAGE OF ALL

MOVABLE FURNITURE/ EQUIPMENT.

6. CARE SHOULD BE TAKEN IN THE REMOVAL OF ALL EQUIPMENT NOTED TO BE

SALVAGED. THE 'GC' TO SCHEDULE DEMOLITION GIVE OWNER APPROPRIATE NOTICE

OF ITEMS TO BE REMOVED/SALVAGED. CONSULT TRANSPORTATION AND STORAGE

OF ALL SALVAGED ITEMS.

7. G.C. SHALL BE RESPONSIBLE TO SHORE AND/OR BRACE EXISTING STRUCTURE TO

REMAIN UNTIL NEW SUPPORTS ARE IN PLACE. SEE STRUCT. DRAWINGS FOR

ADDITIONAL NOTES.

8. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING CONSTRUCTION THAT

WILL REMAIN IN PLACE AFTER CONSTRUCTION.

GENERAL DEMOLITION NOTES:

Winston-Salem Forsyth County Schools

SCALE: 1/4" = 1'-0"

2/A2.0 DEMOLITION PLAN

F.D.

SERVING

F.D.

3'-6"

9'-0"

4'-3"1'-6"

1' -6

F.D.

1' -6

9'-0" 4'-6" 1'-6"C.O.

C.O.

1'-6"

1' -6

6 6

2 3

4 4

1'-6"

112"

5'-7" 1'-61

2" 5'-7"

25'-1"+/-

11 11 11 11

25'-1"+/-

19 1930

3131 31 31

ALT.-1

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Revision

GORDON

(336) 760-1411

2-26-24

1/A2.1 FLOOR PLAN

KITCHEN

D/W

F.D.

DRY STOR.

DISH

SERVING

COOLER

FREEZER

VEST

CAN WASH

100A

MILK SERVING MILK

BEV. BEV.

STEAM DBL. CONV.COMBI

TABLE W/ DRAWERS

30x72

TABLE W/ DRAWERS

30x72

COLD

HOLD

HOT

HOLD

ICE

3 COMP. SINK

SHELF

SHELF

FUTUREOFFICE

D. STO.

108A

TOILET

LOCKER

CART

CAMBRO CAMBRO

DESK

MEAT PREP

VEG. PREP

COLD

HOLD

HOT

HOLD

EXISTING MECHANICAL ROOM

PAN RACK

EX. ELECTRICAL

F.S.

F.S.

F.S.

F.S.

F.D.

-3/8"

1/4"

PER FT.

1/4"

PER FT.

1/

P E R

F T

1/

P E R

F T

F.D.

-1"

F.S. F.S.

F.D.

-7/8"

1/

P E R

F T

1/4"

PER FT.

1/4"

PER FT.

1/

P E R

F T

1/

P E R

F T

F.D.

-7/8"

1/

P E R

F T

1/4"

PER FT.

1/4"

PER FT.

1/

P E R

F T

1 8

7' -1

1"

1'-91 2" 10'-10" 20'-0"

5'-9" 11'-0"

3 8

7' -5

5 8

3 4

1 2

9'-8"6" 6"

3'-9"

2'-0" 5'-41

4" 1'-8" 5'-4"

2'-6" 3'-0"

A

1'-6"

4'-0" 4'-5" 1'-4" 5'-9"

1/8"

PER FT.

1/8"

PER FT.

T.D.

A

B

C

1'-4"

RAMP

17 17

18 18

P A N R

A C K

22 PAN RACK22

REFR.

14 15

4 3 2 1

C.G.C.G.

C.G. C.G.

C.G.C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

15 14

5 5

E.P.

E.P.

LOW WALL- 52"

LOW WALL- 52"

LOW WALL- 52"

LOW WALL- 52"

1 4

9'-9" 9'-9"

1 4 x x x

24x48

24x48

REUSE EXIST.

COOLER/FREEZER

SHELVES

x x

8"

9'-0"

1"

1' -6

5 8

1' -6

5 8

LAM. GWB

DIRECTLY TO

EXIST. MAS. WALL

3/A3.1 /A

.1

4/A3.1

5/A3.1

1/

P E R

F T

/A

.1

LAM. GWB

DIRECTLY TO

EXIST. MAS. WALL

2"

LOCKERS

SUPPORT POST

IN WALL9/A3.1

SUPPORT POST

IN WALL

SUPPORT POST

IN WALL

SUPPORT POST

IN WALL

1' -6

1"

4'-5" 4"

COND.

UNITS

8'-0"

EXIST. LOW WALL

NEW 6' FENCE-

GALV. CHAIN LINK

NEW WALL-MTD

COMP. RACK-

SEE 2/A2.1

NEW CONC.

SIDEWALK

SUREWALL PARGE &

EPOXY PAINT (4) SIDES

IN CAN WASH UP TO 68"

A.F.F.

6/A3.1

KEYED NOTES:

NOTE 1- INFILL EXIST. MASONRY WALL OPNG.

TOOTH- IN NEW CMU W/ FLUSH JNTS.

NOTE 2- ENLARGE EXIST MAS. OPNG AND INFILL

FOR NEW ELCTRICAL PANELS. TOOTH- IN

NEW CMU W/ FLUSH JNTS.

NOTE 3= NEW CONC. SLAB WHERE EXISTING CONC

SLAB HAS BEEN REMOVED (OR NONE EXISTS).

DEPRESS 2 12" FOR NEW SETTING BED.

NOTE 1

NOTE 2

NOTE 3 NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3 NOTE 3

1'-4"

1' -4

1 2

7' -6

1' -8

1 2

1'-6" 1'-6"

** rework- too confined

12/A3.1 13/A3.1

KITCHEN EQUIPMENT SCHEDULE

MARK ITEM MANUFACTURER MODEL NO. CONTRACT POWER GAS REMARKS

1 MILK COOLER --- --- --- --- --- ---

2 HOT SERVING --- --- --- --- --- ---

3 COLD SERVING --- --- --- --- --- ---

4 CASHIER --- --- --- --- --- ---

5 BEVERAGE COOLER TRUE GDM-10-LD --- 120V/1PH --- ---

6 DRYING RACK --- --- --- --- --- ---

7 CLEAN DISH TABLE FABRICATED S.S. SEE SPEC. --- OWNER N.I.C. --- --- ---

8 DISWASHER RACK BK RESOURES BK-SSH-42 OWNER N.I.C. --- --- ---

9 DISHWASHER CHAMPION 44-PRO --- 208V/3PH --- ---

10 SOILED DISHTABLE FABRICATED S.S. SEE SPEC. --- OWNER N.I.C. --- --- ---

11 RINSE UNIT T&S BRASS B-0113 OWNER N.I.C. --- --- ---

12 HANDWASH SINK --- --- PLUMBING --- --- ---

13 ICE MACHINE SCOTSMAN CME-506AS-1H --- 115V/1PH --- ---

14 HOT HOLD CAB (PASS-THRU) --- --- --- --- --- ---

COLD HOLD CAB

(PASS-THRU)

16 HOSE REEL, FAUCET --- --- PLUMBING --- --- ---

17 WIRE SHELF (24XW) --- --- --- --- --- ---

18 WIRE SHELF (24X60) METROPOLITAN WIRE --- GC/KITCHEN --- --- 5-TIER/ PLATED

19 WIRE SHELF (18XW) --- --- --- --- --- ---

20 POT RACK --- --- GC/KITCHEN --- --- ---

21 REACH IN REFRIGERATOR TRUE MANUFACTURING T-23 --- 115V/1PH --- ---

22 PAN RACK --- --- --- --- --- ---

23 DOUBLE CONVECTION OVEN SOUTH BEND GS-25SC GC/KITCHEN 120 V. 3

4" ---

24 COMBI OVEN CONVOTHERM C4ET 6.2GS GC/KITCHEN 120 V. 1

2" ---

25 STEAMER ACCUTEMP E64803D14000200 ---

440V/ 480V/

3PH

--- 2 UNITS STACKED

26 DBL. STEAMER STAND ACCUTEMP --- GC/KITCHEN --- --- NEW STAND

27 TABLE TOP 2-BURNER (GAS) --- --- GC/KITCHEN --- --- TABLE TOP

28 TABLE (FOR 2-BURNER) --- --- GC/KITCHEN --- --- TABLE

29 DISH CART --- --- --- --- --- ---

30 TABLE WITH DRAWERS FABRICATED UNIT --- --- --- ---

31 3 COMPARTMENT SINK FABRICATED UNIT --- OWNER N.I.C. --- --- ---

32 SINGLE COMPARTMENT SINK FABRICATED UNIT --- OWNER N.I.C. --- --- ---

33 HOOD CAPTIVEAIRE CUSTOM FAB. MECHANICAL --- --- ---

34 WALK-IN COOLER KOLPAK CUSTOM FAB. GC/KITCHEN --- --- ---

35 WALK-IN FREEZER KOLPAK CUSTOM FAB. GC/KITCHEN --- --- ---

WIRE RACK

(COOLER/FREEZER)

EAGLE VALU-GUARD (EPOXY) OWNER N.I.C. --- --- 5-TIER (EPOXY)

T Y P

MOUNTING HEIGHTS

"42"

"36"

C OF L

1'-0"

TOILET FIXT.

MIRROR (24" x 36")

PAPER TOWEL DISPENSER

42" LONG GRAB BAR

TISSUE HOLDER

TOILET ACCESSORY SCHEDULE

36" LONG GRAB BAR

18" LONG GRAB BAR (VERT)4

40"

TO WALL

1'-0"

S.S. TRIM

# ACCESSORY MODEL #

BY OWNER- GC INSTALL

BY OWNER- GC INSTALL

B 165-2436

B 5806-18

B 5806-42

B 5806-36

SOAP DISPENSER7 BY OWNER- GC INSTALL

L 21 2x2 1

2x 4"

L 21 2x2 1

2x 4"

5'-0"

VERIFY W/ UNIT

2/A2.1 COMPRESSOR RACK

SCALE: 3/4" = 1'-0"

L 21 2x2 1

2x 4"

L 21 2x2 1

2x 4"

4'-0"

VERIFY W/ UNIT

5/A5.6

EXPANDED MTL.

GRATE

EXPANDED MTL.

GRATE

FRONT SIDE

FINISH SCHEDULE NOTES:

1) PAINT ENTIRE ROOM

2) PAINT EXIST. DOOR & FRAME

3) SEE 8/A2.2 FOR FLOOR TRANSITION TO CAFETERIA

4) PAINT EXIST. CLG.

5) SUREWALL & EPOXY PAINT UP TO 68" A.F.F.

6) VINYL WRAPPED GWB CLG. TILES

7) SLOPE Q. TILE FLOORS TO DRAIN- SEE PLAN

8) MASONRY INFILL TO MATCH EXIST. WALL- TOOTH IN @ JAMB

9) NEW FLOOR & BASE ENTIRE ROOM

10) NEW Q.T. BASE IS COVED

11) NEW MASONRY INFILL TO HAVE FLUSH JOINTS

12) PAINT ENTIRE WALL ADJ. TO KITCHEN ONLY

13) NEW BASE ON WALL ADJ. TO KITCHEN ONLY

14) EXTEND NEW Q.T. TO INSIDE FACE OF CAFETERIA WALL

15) NEW CLG. TILE AT WALL WITH KITCHEN (MATCH EXIST.)

16) NEW C.T. ON BACK WALL ONLY (SEE PLAN)

FINISH SCHEDULE

RM. # ROOM NAME FLOORS BASE WALLS CEILINGS CLG.

HGHT.

REMARKS

100 VESTIBULE --- --- --- PAINT EXIST. 2, 4

100A CAN WASH --- --- SUREWALL & EPOXY PAINT PAINT EXIST. 4, 5

101 OFFICE QUARRY TILE Q.T.- COVE PAINTED- EPOXY SUSP. VINYL WRAP 8'-0" 1, 6, 9, 10

102 FREEZER EXIST. MFG. ALUM. EXIST. MFG. ALUMINUM MFG. EXIST. ALUMINUM 8'-0" ---

103 COOLER MFG. CHECKER PL. MFG. COVED MFG. ALUMINUM MFG. ALUMINUM 8'-0" ---

104 SERVING QUARRY TILE Q.T. COVE

PAINTED- EPOXY/

C.T. EXIST. CMU BACK WALL

SUSP. VINYL WRAP SEE

PLAN

1, 3, 6, 9, 10, 16

105 DISH ROOM QUARRY TILE Q.T.- COVE PAINTED- EPOXY SUSP. VINYL WRAP 9'-4" 1, 2, 6, 7, 9, 10

106 KITCHEN QUARRY TILE Q.T.- COVE PAINTED- EPOXY/ CER. TILE SUSP. VINYL WRAP 9'-4" 1, 2, 6, 7, 9, 10, 11

107 SERVING QUARRY TILE Q.T.- COVE

PAINTED- EPOXY/

C.T. EXIST. CMU BACK WALL

SUSP. VINYL WRAP

SEE

PLAN

1, 3, 6, 9, 10, 16

108 DRY STORAGE QUARRY TILE Q.T.- COVE PAINTED- EPOXY SUSP. VINYL WRAP EXIST. 1, 6, 9, 10

108A DRY STORAGE QUARRY TILE Q.T.- COVE PAINTED- EPOXY SUSP. VINYL WRAP MATCH

1, 6, 9, 10

109 TOILET QUARRY TILE Q.T.- COVE PAINTED- EPOXY SUSP. VINYL WRAP 8'-0" 1, 6, 9, 10

110 LOCKER QUARRY TILE Q.T.- COVE PAINTED- EPOXY SUSP. VINYL WRAP 8'-0" 1, 6, 9, 10

111 CAFETERIA- EXIST. TERR. EXIST. RUBBER EXIST. EXIST. ACT EXIST. 12, 13, 14, 15

Winston-Salem Forsyth County Schools

A2.1

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Drawn By

Comm. No.

Date

JEG

A R C H I T E C T S

TEL.

P A

PETERSON

Revision

GORDON

(336) 760-1411

2-26-24

1/A2.2 PARTIAL FLOOR PLAN

D/W

DISH

SERVING

MILK SERVING MILK

BEV. BEV.

COLD

HOLD

HOT

HOLD

ICE

CAMBRO CAMBRO

COLD

HOLD

HOT

HOLD

F.S.

F.D.

-3/8"

1/4"

PER FT.

1/4"

PER FT.

1/

P E R

F T

1/

P E R

F T

F.S. F.S.

5 8

3'-9"

2'-0" 5'-41

4" 1'-8" 5'-4" 1'-6"

17 17

14 15

4 3 2 1

C.G.

15 14

5 5

7' -0

9'-9" 9'-9"6

36 362 x

24x48

24x48

3/A3.1

/A

.1

IN WALL9/A3.1

KEYED NOTES:

NOTE 1- INFILL EXIST. MASONRY WALL OPNG.

TOOTH- IN NEW CMU W/ FLUSH JNTS.

NOTE 2- ENLARGE EXIST MAS. OPNG AND INFILL

FOR NEW ELCTRICAL PANELS. TOOTH- IN

NEW CMU W/ FLUSH JNTS.

NOTE 3- NEW CONC. SLAB WHERE EXISTING CONC

SLAB HAS BEEN REMOVED (OR NONE EXISTS).

DEPRESS 2 12" FOR NEW SETTING BED.

NOTE 4- PATCH EXIST. SLAB & PREP FOR NEW Q.T.

WHERE EXIST. WALL IS REMOVED

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

1' -8

1 2

1'-6" 1'-6"

3 ABOVE

A

A

NEW H.M. FRAME/

WALL ABOVE

NEW C.T. ON

EXIST. CMU

NEW C.T. ON

EXIST. CMU

N E W

Q .T

E X

IS

T T E R

R

BLACK FLUSH MARBLE

T-HOLD ACROSS NEW

OPNG

BLACK FLUSH MARBLE

T-HOLD ACROSS NEW

OPNG

N E W

Q .T

E X

IS

T T E R

R

C9x13.5 (FULL HGT.) C9x13.5 (FULL HGT.)C9x13.5

(FULL HGT.)

C9x13.5

(FULL HGT.)

NOTE 4 NOTE 4

12/A3.1 13/A3.1

11/A3.1

ALTERNATE-1

22/A4.1 22/A4.1

FINISH SCHEDULE NOTES:

1) PAINT ENTIRE ROOM

2) PAINT EXIST. DOOR & FRAME

3) SEE 8/A2.2 FOR FLOOR TRANSITION TO CAFETERIA

4) PAINT EXIST. CLG.

5) SUREWALL & EPOXY PAINT UP TO 68" A.F.F.

6) VINYL WRAPPED GWB CLG. TILES

7) SLOPE Q. TILE FLOORS TO DRAIN- SEE PLAN

8) MASONRY INFILL TO MATCH EXIST. WALL- TOOTH IN @ JAMB

9) NEW FLOOR & BASE ENTIRE ROOM

10) NEW Q.T. BASE IS COVED

11) NEW MASONRY INFILL TO HAVE FLUSH JOINTS

12) PAINT ENTIRE WALL ADJ. TO KITCHEN ONLY

13) NEW BASE ON WALL ADJ. TO KITCHEN ONLY

14) EXTEND NEW Q.T. TO INSIDE FACE OF CAFETERIA WALL

15) NEW CLG. TILE AT WALL WITH KITCHEN (MATCH EXIST.)

16) NEW C.T. ON BACK WALL ONLY (SEE PLAN)

FINISH SCHEDULE (ALTERNATE-1)

RM. # ROOM NAME FLOORS BASE WALLS CEILINGS CLG.

HGHT.

REMARKS

104 SERVING QUARRY TILE Q.T. COVE

PAINTED- EPOXY/

C.T. EXIST. CMU BACK WALL

SUSP. VINYL WRAP/

ACT-1 (SEE PLAN)

SEE

PLAN

1, 3, 6, 9, 10, 16

107 SERVING QUARRY TILE Q.T.- COVE

PAINTED- EPOXY/

C.T. EXIST. CMU BACK WALL

SUSP. VINYL WRAP/

ACT-1 (SEE PLAN)

SEE

PLAN

1, 3, 6, 9, 10, 16

CAFETERIA-

ALTERNATE- 1

EXIST. TERR. NEW RUBBER PAINTED CMU- S.G. EXIST. ACT 9'-9 12" 12, 13, 14, 15

Winston-Salem Forsyth County Schools

SCALE: 1/4" = 1'-0"

3/A2.2 CLG. PLANGENERAL CLG. NOTES:

9'-4"

9'-4"

ROLL DN.

DOOR

F.A. (EX.)

SPLICE MAIN

RUNNER TYP.

9'-9 12"9'-9 12"

V

IN

Y L

W R

A P P E D

T

IL

E

V

IN

Y L

W R

A P P E D

T

IL

E

A C T -1

A C T -1

ALTERNATE-1

SCALE: 1/4" = 1'-0"

2/A2.2 CLG. PLAN

1) ALL DIMS. ARE TO FINISHED FACE OF WALL,

UNLESS OTHERWISE NOTED (U.O.N.).

2) G.C. TO COORDINATE ALL TRADES (MECHANICAL,

ELECTRICAL, AND PLUMBING) FOR CLEAN LAYOUT AND

NO EXPOSED CONDUIT, MECHANICAL DUCTWORK OR

PLUMBING ALLOWED.

3) G.C. & E.C. TO COORDINATE LOCATION OF LIGHT

FIXTURES SHOWN ON ELECTRICAL DRAWINGS WITH

DIMENSIONS SHOWN ON REFLECTED CLG. PLAN.

GENERAL CLG. NOTES:

SYMBOL KEY:

2x4 LIGHT FIXT.

GWB CEILING

EXIT LIGHT

MECHANICAL DIFFUSER

EXHAUST FANE.F.

EXIT/EMERGENCY

LIGHT W/ REMOTE

HEAD

EMERGENCY LIGHT

9'-4"8'-8"

9'-4"

9'-4"

9'-4"

8'-0"

8'-0"

KITCHEN HOOD

WALLS TO

STRUCT.

9'-4"

9'-4"

ROLL DN.

DOOR

S.S. CLOSURE

COOLER

FREEZER

PAINT

PAINT

8'-0"

F.A. (EX.)

E.F.

BASE BID

DOOR SCHEDULE (ALTERNATE-1)

DOOR

NO.

DOOR SIZE

W x H x T

DOOR

TYPE

DOOR

MATERIAL

GLAZING FRAME

TYPE

FRAME

MAT.

FIRE

RATING

JAMB HEAD REMARKS

104A 3'-0" x 6'-8" x 1 3/4" B WOOD 6X36 T.G. EX. H.M. --- 20/A4.1 21/A4.1

ALTERNATE- 1

NEW DOOR/ EXIST.

FRAME

107A 3'-8" x 7'-0" x 1 3/4" B WOOD 6X36 T.G. A H.M. --- 19/A4.1 20/A4.1

21/A4.1

ALTERNATE- 1

NEW DOOR & FRAME

DOOR SCHEDULE (BASE BID)

DOOR

NO.

DOOR SIZE

W x H x T

DOOR

TYPE

DOOR

MATERIAL

GLAZING

FRAME

TYPE

FRAME

MAT.

FIRE

RATING

JAMB HEAD REMARKS

101 3'-0" x 7'-0" x 1 3/4" B WOOD 6X36 T.G. A H.M. --- 7/A4.1 8/A4.1 -

103 4'-0" x 7'-8" C.O. --- --- --- A H.M. --- 3/A4.1 4/A4.1 RENOVATION FRAMES

104 5'-4" x 7'-8" C.O. --- --- --- A H.M. --- 3/A4.1 4/A4.1 RENOVATION FRAMES

105 5'-4" x 4'-0" R.D. C S.S. --- A H.M. --- --- 11/A4.1

ROLL-DOWN DOOR/

EXIST. H.M. FRAME TO

REMAIN

107 5'-4" x 7'-8" C.O. --- --- --- A H.M. --- 1/A4.1 2/A4.1 RENOVATION FRAMES

108 3'-0" x 7'-0" x 1 3/4" A WOOD --- EX. H.M. --- DOOR & HARDWARE

ONLY

108A 3'-0" x 7'-8" C.O. --- --- --- A H.M. --- 3/A4.1 4/A4.1 RENOVATION FRAMES

109 3'-0" x 7'-0" x 1 3/4" A WOOD --- A H.M. --- 5/A4.1 6/A4.1 -

110 3'-0" x 7'-0" x 1 3/4" A WOOD --- A H.M. --- 7/A4.1 8/A4.1 -

A

DOOR TYPE

SCALE: 1/4" = 1'-0"

A

AS SCHED.

A S S

C H E D

2"

FRAME TYPE

SCALE: 1/4" = 1'-0"

7' -0

AS SCHED.

KEYING:

CONTRACTOR SHALL KEY

ACCORDING TO OWNERS

REQUIREMENTS.

HARDWARE:

BY ALLOWANCE

SARGENT LOCKSETS-

KEYING

B

7' -0

AS SCHED.

V.W.

6"

GLAZING:

T.G.- 1

4" TEMP. GLASS

6"

2" EXIST. H.M.

FRAME

NEW S.S.

ROLL-DN

DOOR

NEW DOOR

TRACK EA.

SIDE

5'-4"

C

COUNTER

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JEG

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Revision

GORDON

2-26-24

DISH MACHINE

2/A3.1 ELEVATION

SCALE: 3/8" = 1'-0"

5'-0"6'-0"+/-

2'-6"

PRE-RINSE

HOSE SPRAY

PRE-RINSE

SINK

CROSS RAILS

REAR & SIDES

ONLY

SCRAP

HOLE

NEW EXHAUST

CONNECTIONS BY

MECH. CONTR.-

SEE MECH.

PRE-RINSE

HOSE SPRAY

SCRAP

HOLE

CROSS RAILS

REAR & SIDES

ONLY

CROSS

RAILS TYP.

3'-3"

2'-8"

3/A3.1 ELEVATION

SCALE: 3/8" = 1'-0"

4'-7"

*ALL DISHTABLES SHALL BE NSF RATED*

1'-0"

EXIST. H.M.

FRAME

5/A2.1

EXIST. H.M.

FRAME TO

REMAIN 3'-8"

NEW COILING

DOOR

WALL TYPE 3-

SIMILAR

EXIST. WALL

PRE-RINSE

SINK

9"

NEW Q.T. COVE

BASE

CER. TILE @

DOOR OPNG.

INFILL

NEW S.S. ROLL-DN

DOOR

NEW DOOR

TRACK EA.

SIDE

NEW Q.T. COVE

BASE

UNDER

SHELF

1'-8"

5'-0"

4/A3.1 ELEVATION

SCALE: 3/8" = 1'-0"

FAUCET-

SEE PLUMB.

DWGS.

Q.T. COVE BASE

*ALL DISHTABLES SHALL BE NSF RATED*

S.S. COUNTER/

DRAINBORD

BULNOSED

TILE TYP.

LEVER

WASTE

TYP.

CER. TILE

S.S. CORNER

GUARD

52 38"

SCALE: 1/2" = 1'-0"

8/A3.1 ELEV.

DOUBLE TIER

LOCKERS

FILLER PANELS

AS REQ'D AT

CORNER/WALL

4" 'Z' BASE

SCALE: 1/2" = 1'-0"

7/A3.1. DETAIL

4" H. "Z" MTL.

BASE (BLACK)

DOUBLE TIER

LOCKER- SEE

SPEC.

A.F.F.

CONT. SLOPED

MTL. LOCKER

TOP

6'-4"

CONT. SLOPED

LOCKER TOP

7/A3.1

UNDER

SHELF

1'-8"

5'-0"

FAUCET-

SEE PLUMB.

DWGS.

Q.T. COVE BASE

S.S. COUNTER/

DRAINBORD

BULNOSED

TILE TYP.

LEVER

WASTE TYP.

CER. TILE

S.S. CORNER

GUARD

52 38"

UNDER

SHELF

4'-6"

9'-0"

FAUCET-

SEE PLUMB.

DWGS.

Q.T. COVE BASE

S.S. COUNTER/

DRAINBORD

BULNOSED

TILE TYP.

LEVER

WASTE TYP.

CER. TILE

S.S. CORNER

GUARD

52 38"

3"

5/A3.1 ELEVATION

SCALE: 3/8" = 1'-0"

*ALL DISHTABLES SHALL BE NSF RATED*

6/A3.1 ELEVATION

SCALE: 3/8" = 1'-0"

*ALL DISHTABLES SHALL BE NSF RATED*

2'-8"

2"

1/A3.1 VIEW WINDOW TYPES

SCALE: 1/4" = 1'-0"

6'-0"

2"

A B

T.G. T.G.

1'-6"

2"

C

T.G.

NEW 3 1

2"O.D.x41" STUB COL.

W/ 3 1 2"x6"x3

8" BASE PL. & (2)

8"x4" EXP. ANCH. & 3 1

2"x6"x3 16"

TOP PL. W/ (2) #10" MTL.

SCREWS

1'-0"

4x12 CERAMIC TILE AS SPEC.

Q.T. COVE BASE AS SPEC.

2"x2" S.S. CORNER GUARD TYP.

SET IN CONT. BEAD OF LIQUID

NAILS AND SECURED W/ #8 S.S.

METAL SCREWS & S.S. TRIM

WASHER- (3 PER SIDE)

3 8

CLCL

BULLNOSED EDGE

BULLNOSED EDGE

ALIGN SCREWS W/ JOINT

SIDEEND

SCALE: 3/4" = 1'-0"

9/A3.1 LOW WALL DET.

10/A3.1

CL

SCALE: 1 1/2" = 1'-0"

10/A3.1 CAP DET.

52 38"

BULLNOSED EDGE

CUT TILE

NEW 3 1

2" O.D.x41"

STUB COL.

2" CEM. BD.

4X12 GLAZED

CER. TILE

THIN SET

CONT. 12GA.

TRACK

16" TOP PL.

Winston-Salem Forsyth County Schools

C9x13.5 (FULL HGT.)-

ALT-1

S.S. ROLL-DN.

DOOR

S.S. DISH

COUNTER

Q.T. BASERUBBER BASE

PTD. CMU WALL

ALT-1

PAINT EXIST.

H.M. FRAME

CER. TILE

11/A3.1 ELEVATION

SCALE: 3/8" = 1'-0"

C9x13.5 (FULL

HGT.)- ALT-1

A L T

/A

.1

Q.T. COVE BASE

COLD

HOLD

HOT

HOLD

T .C

.J

TILE ON CEM. BD.

& MTL. STUDS

ABOVE DOOR

FRAME

TILE ON EXIST.

CMU WALL

NEW HM.

FRAME

7' -8

13/A3.1 ELEVATION

SCALE: 3/8" = 1'-0"

TILE ON EXIST.

CMU WALL

DOOR/

FRAME

ALT.-1

ALT.-1

TERM. TILE W/ S.S.

SCHLUTER EDGE

BEAD IN BASE BID

TERM. TILE W/ S.S.

SCHLUTER EDGE

BEAD IN BASE BID

Q.T. COVE BASE

COLD

HOLD

HOT

HOLD

14 15

7' -8

NEW HM.

FRAME

EXIST. HM.

FRAME

12/A3.1 ELEVATION

SCALE: 3/8" = 1'-0"

TILE ON EXIST.

CMU WALL

DOOR

ALT.-1

A3.1

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Drawn By

Comm. No.

Date

JEG

A R C H I T E C T S

TEL.

P A

PETERSON

Revision

GORDON

(336) 760-1411

2-26-24

EXIST. FRAME

SEALANT

KITCHEN EQUIP.

BACKSPLASH BEYOND

M

.O N T S

BOTTOM BAR

S.S. ROLL DOWN

DOOR HOUSING

NEW LAY-IN ACT.

CAULK

S.S. COUNTER BY KIT.

EQUIP. SUPPLIER

S.S. BACKSPLASH

TIGHT TO JAMB

1 2

EXIST. WALL

2" MIN.-

BACKSPLASH

CLEARANCE FOR

TRACK

1 2

S.S. DOOR TRACK-

HOLD 12" ABOVE

COUNTER

T O

F

IN

F L R

HEMMED EDGE

& CAULK (CLEAR)

P.T. WD. BLK'G.

CONT. TRACK

WALL TYPE 3 SIM.-

CER. TILE ON 12" CEM.

BD. EA. SIDE OF 3 5

8"

LI. GA. FRAMING

11/A4.1 ROLL-DN. DOOR DET.

SCALE: 1 1/2" = 1'-0"

EXIST. FRAME

8/A4.1 HEAD

SCALE: 1 1/2" = 1'-0"

7/A4.1 JAMB

SCALE: 1 1/2" = 1'-0"

1 2

8"

2" 11516"11516"

1 2

8"

2" 11516"11516"

H.M. FRAME

CAULK EA.

SIDE

DBL. STUDS

@ JAMB

H.M. FRAME

CAULK EA.

SIDE

4"

4"

3 5/8" MTL.

STUDS

5/8" GWB

5/8" GWB

3 5/8" MTL.

STUDS

6" MTL. STUDS

W/ TRACK T&B

4X12 GLAZED

CER. TILE

THIN SET

2" CEM. BD.

LI. GA. LINTEL

CAULK

4X12 GLAZED

CER. TILE

THIN SET

2" CEM. BD.

CAULK

CUT TILE AS

RQD.

CUT TILE AS RQD.

6/A4.1 HEAD

SCALE: 1 1/2" = 1'-0"

5/A4.1 JAMB

SCALE: 1 1/2" = 1'-0"

1 2

8"

2" 11516"11516"

1 2

8"

2" 11516"11516"

H.M. FRAME

CAULK EA.

SIDE

DBL. STUDS

@ JAMB

H.M. FRAME

CAULK EA.

SIDE

8"

8"

3 5/8" MTL.

STUDS

5/8" GWB

5/8" GWB

3 5/8" MTL.

STUDS

6" MTL. STUDS

W/ TRACK T&B

4/A4.1 HEAD

SCALE: 1 1/2" = 1'-0"

3/A4.1 JAMB

SCALE: 1 1/2" = 1'-0"

H.M. FRAME-

CASED OPNG.

(RENOV. ANCH.)

CAULK EA.

SIDE

8"

EXIST. 6" CMU

WALL

NEW PRECAST

LINTEL (8" BRG.

MIN.)

92"

H.M. FRAME-

CASED OPNG.

(RENOV. ANCH.)

CAULK EA.

SIDE

8"

EXIST. 6" CMU WALL

SAW-CUT NEW

OPNG.

4"

4"

2/A4.12 HEAD

SCALE: 1 1/2" = 1'-0"

1/A4.1 JAMB

SCALE: 1 1/2" = 1'-0"

CAULK EA.

SIDE

758"

EXIST. 8" CMU

WALL

92"

CAULK EA.

SIDE

758"

EXIST. 8" CMU WALL

SAW-CUT NEW

OPNG.

4"

4"

10/A4.1 HEAD

SCALE: 1 1/2" = 1'-0"

9/A4.1 JAMB

SCALE: 1 1/2" = 1'-0"

1 2

8"

2" 11516"

1 2

8"

2" 11516"

H.M. FRAME

CAULK EA.

SIDE

DBL. STUDS

@ JAMB

H.M. FRAME

CAULK EA.

SIDE

4"

4"

3 5/8" MTL.

STUDS

5/8" GWB

5/8" GWB

3 5/8" MTL.

STUDS

6" MTL. STUDS

W/ TRACK T&B

4X12 GLAZED

CER. TILE

THIN SET

2" CEM. BD.

LI. GA. LINTEL

CAULK

4X12 GLAZED

CER. TILE

THIN SET

2" CEM. BD.

CAULK

CUT TILE AS

RQD.

CUT TILE AS RQD.

4" T.G.

NEOPRENE

GASKET

MTL. STOP

4" T.G.

NEOPRENE

GASKET

MTL. STOP

NEW PRECAST

LINTEL (8" BRG.

MIN.)

H.M. FRAME-

CASED OPNG.

(RENOV. ANCH.)

H.M. FRAME-

CASED OPNG.

(RENOV. ANCH.)

SCALE: 1" = 1'-0"

QUARRY TILE

SETTING BED

5" Q.T. COVE

BASE AS SPEC

"QUARRY TILE

SETTING BED

5" Q.T. COVE

BASE AS SPEC

WALL TYPES

1, 3, & 4

12/A4.1 Q.T. BASE DETAILS

EXIST.

FLR.

NOTE: MATCH EXIST. WALL

COURSING W/ INFILL.

EXIST. SLAB

EPOXY PAINT ON

EXIST. MASONRY

WALL W/ FLUSH

MORTAR JNTS

T

IL

E F

IN

P T D

E P O

X Y F

IN

CLEAN/REPAIR

WALL AFTER

REMOVAL OF

EXIST. BASE

5 8

*2 1 2 M

A X

SCALE: 1 1/2" = 1'-0"

13A4.1 DETAIL

SLOPE TO

DRAIN

5 8

*2 1 2

SCALE: 1 1/2" = 1'-0"

14/A4.1 DETAIL

SLOPE TO

DRAIN

NEW SETTING BED*

NEW QUARRY TILE

EXIST. CONC.

SLAB

NEW QUARRY TILE

ON NEW SETTING

BED

* FIELD VERIFY EXIST.

SETTING BED DEPTH

NEW SETTING BED*

NEW QUARRY TILE

NEW 4" CONC. SLAB

* FIELD VERIFY EXIST.

SETTING BED DEPTH

EXIST./NEW SETTING BED* WWF CONT.

#3 BAR 12" LONG

EPOXY 5" INTO EX.

SLAB, ALTERNATE

EACH SIDE @ 24" OC.

NEW 4" CONC. SLAB

4" WASHED STONE

OR CRUSHER RUN

AS RQD. AFTER

DEMO

4" WASHED STONE

OR CRUSHER RUN

AS RQD. AFTER

DEMO

SCALE: 1" = 1'-0"

15/A4.1 DETAIL

#3 BAR 12" LONG

EPOXY 5" INTO EX.

SLAB, ALTERNATE

EACH SIDE @ 24" OC.WWF CONT.

4" CONC. SLAB

EX. SLAB EX. SLAB

WASHED STONE OR

CRUSHER RUN

NEW SEWER LINE-

DEPTH VARIES

EX. STONE

EX. SUBGRADE

EX. STONE

EXIST.

MASONRY WALL

NEW COOLER

WALL ASSEMBLY

EPOXY PAINT

CONT. S.S. CLEAT-

ADHERE W/ CONT.

BEAD OF CONST.

ADHESIVE & FASTENERS

@ 12" O.C.

SEALANT

18 GA. #316 S.S. (NSF)

TRIM W/ #4 FINISH-

SECURE TO H.M. JAMB &

COOLER WALL W/ CONT.

CLEAT AND CLEAR

SEALANT

NOTE: S.S. TRIM 3 SIDES OF NEW OPNG.

17/A4.1 DETAIL

SCALE: 1 1/2" = 1'-0"

2"

HALF SIZE

16/A4.1 FLR. TRANSITION DET.

EXIST. FIN. FLR

Q.-TILE W/

NEW SETTING

BED

FLUSH

CONDITION

EXIST. CONC.

SLAB

PROTECT

EXIST. FIN.

FLR. EDGE

NEW SETTING

BED

Winston-Salem Forsyth County Schools

18/A4.1 JAMB

SCALE: 1 1/2" = 1'-0"

C9x13.5 CHANNEL

FULL HGT.

CAULK EA. SIDE

758"

EXIST. 8" CMU WALL

SAW-CUT NEW

OPNG.

4"

8"Ø X 4" COUNTERSUNK

WEDGE ANCH. @ 10" EA.

END & 32" O.C. IN BETWEEN

ALT.-1

19/A4.1 JAMB

SCALE: 1 1/2" = 1'-0"

H.M. FRAME-

(RENOV. ANCH.)

EXIST. 8" CMU WALL

8"

134" 11516"11516"

CAULK

PAINT EXIST.

CMU AS

SCHED.

CAULK

ALT.-1

21/A4.1 HEAD

SCALE: 1 1/2" = 1'-0"

1 2

8"

134" 11516"11516"

H.M. FRAME

CAULK EA.

SIDE

8"

3 5/8" MTL.

STUDS

6" MTL. STUDS

W/ TRACK T&B

4X12 GLAZED

CER. TILE

THIN SET

2" CEM. BD.

LI. GA. LINTEL

CAULK

CUT TILE AS RQD.

20/A4.1 JAMB

SCALE: 1 1/2" = 1'-0"

H.M. FRAME-

(RENOV. ANCH.)

GROUT CAULK

758"

EXIST. 8" CMU WALL

4X12 GLAZED

CER. TILE

THIN SET

8"

134" 11516"11516"

2"

CAULK

PAINT EXIST.

CMU AS

SCHED.

ALT.-1

ALT.-1

5 8

*2 1 2

SCALE: 1 1/2" = 1'-0"

22/A4.1 DETAIL

EXIST. TERRAZZO-

CUT BACK 2-1/4"

FROM EXIST. WALL

ACROSS OPNG

EXIST. CONC. SLAB

NEW QUARRY TILE

ON SETTING BED

* FIELD VERIFY PRESENCE @

DEPTH OF EXIST. SETTING BED

SETTING BED*

EXIST. WALL TO

BE REMOVED

EXIST. CONC. SLAB

EXIST. WALL

2" FLUSH MARBLE

T-HOLD

4"

CUT TILE GROUT CAULK EA. SIDE

LEVEL FLR. FOR

FLUSH FINISH

CONDITION

ALT.-1

A4.1

A M

NW

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CERT. NO.

Drawn By

Comm. No.

Date

JEG

A R C H I T E C T S

TEL.

P A

PETERSON

Revision

GORDON

(336) 760-1411

2-26-24