Pizza-Hut-S.-Plainfield-NJ-Permit-Set.pdf - Kavi Construction

T1.0

TITLE SHEET

LEGAL JURISDICTION: BOROUGH OF SOUTH PLAINFIELD, NJ

BUILDING CODE: 2018 NJ ED. INTERNATIONAL BUILDING CODE

PLUMBING CODE: 2018 NATIONAL STANDARD PLUMBING CODE

MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE

ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE

FIRE CODE: 2018 NJ ED. INTERNATIONAL BUILDING CODE, NFPA 13, NFPA 72

ENERGY CODE: 2018 INTERNATIONAL ENERGY CONSERVATION CODE

BUILDING AREA: BUILDING 4,561 (INCLUDING 220 S.F. WALK-IN COOLER/FREEZER)

VESTIBULE AREA: 120 S.F.

SEATING: 70

OCCUPANCY: A2

TYPE CONSTRUCTION: VB NON-SPRINKLED

OCCUPANT LOAD: 153

# PHONE LINES: EXISTING

ELECTRIC SERVICE: 600 AMPS / 3 PHASE / 120-208 VOLT

WATER PRESSURE: EXISTING

PROJECT SCOPE: REMODEL OF INTERIOR AND EXTERIOR FINISHES.

SEWERBOROUGH OF SOUTH PLAINFIELD PUBLIC WORKS405 SPICER AVE.SOUTH PLAINFIELD, NJ 07080PHONE: 908-755-2187

WATERMIDDLESEX WATER COMPANY485 C ROUTE 1 SOUTH, STE. 400ISELIN, NJ 08830PHONE: 800-549-3802

EQUIPMENT NUMBER

REFERENCE POINTBLDG. HEIGHT

REVISION NUMBER

DETAIL SHEET

DETAIL NUMBER

DIRECTION OF DETAIL

XXX 000 EQUIPMENT / FIXTURE NUMBER (M.E.P.)

SHEAR WALL TYPE (STRUCTURAL)

INTERIOR ELEVATION DESIGNATION

BLDG. SECTION SHEET

X

KEY NOTE

EXTERIOR WALL FINISH NUMBER

WINDOW NUMBER / DECOR ITEM NUMBER

DOOR NUMBER

ELEV. SHEET

ELEV. LETTER

BLDG. SECTION LETTER

8'-4"

NAME

CEILING HEIGHT

ELEVATION NUMBER

ROOM NAME

SHEET NUMBER

F G HEDCBA

GENERAL DRAWING SYMBOLS

VICINITY MAPROOF GENERAL NOTES

PROJECT SUMMARY

UTILITY CONTACTS

PROJECT DIRECTORY

SHEET INDEX

REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS

X

XAX.X

XAX.X

XAX.X

0'-0"ELEV

XX ROOM FINISH NUMBER

X

AX.X

1

2

3

4

X-000

X

XX

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

PROJECT GENERAL NOTES1.

2.

3.

4.

5.

6.

7.

ALL WORK SHALL COMPLY WITH NRCA ROOFING AND WATERPROOFING MANUAL COORDINATE LOCATION OFOPENINGS WITH MECHANICAL CONTRACTOR AND EXISTING STRUCTURE. PROVIDE ADDITIONAL STRUCTURALSUPPORT AS REQUIRED TO SUPPORT NEW LOADS AND TO FRAME NEW OPENINGS.

M.C. SHALL PROVIDE ROOF CURBS FOR ROOFTOP UNITS, SUPPLY FAN AND EXHAUST FANS. G.C. SHALLPROVIDE FLASHING AND COUNTER FLASHING. VERIFY SIZE AND LOCATION WITH MECHANICAL CONTRACTOR.

GENERAL CONTRACTOR SHALL VERIFY LOCATION AND SUPPORT OF ROOFTOP UNITS WITH EXISTINGSTRUCTURE. G.C. SHALL PROVIDE ADDITIONAL STRUCTURAL FRAMING AND SUPPORT AS REQUIRED. VERIFYEXACT LOCATION WITH MECHANICAL CONTRACTOR AND EXISTING STRUCTURE.

PATCH AND MATCH EXISTING ROOF MEMBRANE TO PROVIDE WEATHERPROOF ASSEMBLY AT NEW ROOFPENETRATIONS, CURBS AND PLATFORMS. MAINTAIN EXISTING ROOF WARRANTY. VERIFY EXACT REQUIREMENTSWITH LANDLORD PRIOR TO COMMENCING WITH WORK.

FRESH AIR INTAKE SHALL BE A MINIMUM OF 10'-0" AWAY FROM BUILDING EXHAUST, FLUES, OR PLUMBINGVENTS.

ALL SHEET MT. FLASHING SHALL BE 24 GA. MIN.

ALL LOCATIONS ARE APPROXIMATED. REFER TO MECHANICAL FOR EXACT LAYOUT AND LOCATIONS.

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT

5251 STELTON RD.SOUTH PLAINFIELD, NJ 08854

XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/17/2020

TDG #: 200-358

11.17.2020

ARCHITECT

ALL RIGHTS RESERVED. NOPART OF THESE DRAWINGSOR SPECIFICATIONS MAYBECOPIED, REPRODUCED OR

USED IN CONNECTION WITHANY WORK, OTHER THEN

THE SPECIFIC PROJECT FORWHICH THEY HAVE BEEN

PREPARED, WITHOUT PRIORWRITTEN AUTHORIZATION

FROM THE ARCHITECT.

GASPSE&GPHONE: 800-436-7734

PIZZA HUT

MECH. / ELEC. ENGINEERDIMENSION GROUP10755 SANDHILL ROADDALLAS, TX 75238ENGINEER: AFSAR HASANCONTACT: JOSH GUNLOCKPHONE: 214.343.9400

ELECTRICPSE&GPHONE: 800-436-7734

TELEPHONEVERIZONPHONE: 855-696-6780

TITLE/SITET1.0 TITLE SHEET

ARCHITECTURAL

A1.0 FLOOR PLAN

A2.0 EQUIPMENT PLANA3.0 ROOF PLANA4.0 EXTERIOR ELEVATIONSA4.1 EXTERIOR ELEVATIONS

A5.0 WALL SECTIONS

A8.0 FLOOR FINISH PLANA8.1 FINISH SCHEDULESA9.0 REFLECTED CEILING PLANA10.0 NOT USEDA11.0 CONSTRUCTION DETAILSADA1.0 ACCESSIBILITY REQUIREMENTSADA1.1 ACCESSIBILITY REQUIREMENTS

MECHANICALM1.0 MECHANICAL FLOOR PLAN & SCHEDULES

PLUMBINGP1.0 PLUMBING FLOOR PLANS & SCHEDULES

ELECTRICALE1.0 ELECTRICAL POWER PLANE2.0 LIGHTING PLANE3.0 COMMUNICATION PLAN

C1.0 SITE SKETCH

D1.0 DEMOLITION FLOOR PLAND1.1 DEMOLITION REFLECTED CEILING PLAND2.0 EXTERIOR ELEVATIONS

A6.0 ENLARGED RESTROOM PLAN & ELEVATIONSA7.0 INTERIOR ELEVATIONS

C1.1 SITE DETAILS & TRASH ENCLOSURE

A1.1 DOOR & WINDOW ELEVATIONS/SCHEDULE

A5.1 EXTERIOR CONSTRUCTION DETAILS

ALL WORK SHALL CONFORM TO THE 2018 NEW JERSEY EDITION OF THE INTERNATIONAL BUILDING CODE, ANDALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE BOROUGH OF SOUTH PLAINFIELD, NJAND COUNTY OF MIDDLESEX.

IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED.

THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE PART OFTHESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE.

DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANYDISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TOSTARTING WORK.

ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER, IN WRITING, PRIOR TO INSTALLATION.

G.C. IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THEPROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL,MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENTPERMIT, ETC. OWNER WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. G.C. REQUIREDTO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER.

G.C. SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIMEOF CONSTRUCTION.

IT IS THE G.C.'S RESPONSIBILITY TO CONFIRM THE AVAILABLE "RESIDUAL" WATER PRESSURE, PRIOR TO THESTART OF ANY WORK, AND NOTIFY THE OWNER IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICETHE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT.

G.C. SHALL CONFIRM MINIMUM RESIDUAL PRESSURE AVAILABLE AT HOOD ANSUL SYSTEM IS 33 PSI.

ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONSARE NOT CLEAR.

GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATEDWITH ALL TRADES PRIOR TO INSTALLATION.

ALL CONTRACTORS SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS AFFECTING THE SCOPE OFWORK. NO CONTRACT ADJUSTMENTS WILL BE PERMITTED DUE TO THE LACK OF KNOWLEDGE OF SITECONDITIONS.

OWNERPCF RESTAURANT GROUP, LLC1626 WOODLAND DR.WILLIAMSTOWN, NJ 08094CONTACT: ED HERRONPHONE: 856.881.6298

A7.1 INTERIOR ELEVATIONS

A4.2 EXTERIOR ELEVATIONS

A7.2 INTERIOR ELEVATIONS

ARCHITECTDTM ARCHITECTS6031 I-20 FRONTAGE RD.ARLINGTON, TX 76001CONTACT: DENNIS T. MITCHELLPHONE: 817-483-1146

CONTRACTORGIA CONSTRUCTION1832 CHAPEL ROADSCOTCH PLAINS, NJ 07076CONTACT: MIKE NIZOLAKPHONE: 908.233.6047

11-17-20

5

'-0

"

6

4

'-0

"

1

8

'-0

"

9

'-0

"

1

5

'-0

"

5

'-0

"

5

'-0

"

5

'-0

"

C1.0SITE SKETCH

SITE SKETCH 1/16" = 1'-0" A

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/11/2020

TDG #: 200-358

11.11.2020

ARCHITECT

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FROM THE ARCHITECT.

SITE PLAN KEY NOTES B

SITE PLAN GENERAL NOTES D

G.C. TO PATCH, REPAIR AND RESEAL ASPHALT.

1

2

G.C. TO INSTALL NEW H.C. SIGN.3

G.C. TO PAINT ACCESSIBLE H.C. SYMBOLS AND ACCESS AISLE - REF. 10/C1.14

5

6 G.C. TO INSTALL NEW WHEEL STOPS AS SHOWN.

7

8

9

G.C. TO REFRESH LANDSCAPE AS NEEDED. VERIFY SCOPE W/ OWNER.

10

11

G.C. TO VERIFY EXISTING LOT LIGHTS ARE IN GOOD WORKING CONDITION.

12

13

G.C. TO PAINT EXISTING POLE SIGN AND CABINET, CHARCOAL BLACK.

SIGN VENDOR TO INSTALL SIGN FACE ON EXISTING POLE SIGN. SIGNAGE

G.C. TO PAINT NEW STRIPING FOR ENTIRE PARKING LOT.

15 G.C. TO PAINT EXISTING LIGHT POLES TRICORN BALCK.

1. MAXIMUM SLOPE OF CURB RAMP SHALL BE 1:12 (8.33%) & 2%CROSS-SLOPE.

2. SLOPE OF A SIDEWALK LEADING INTO A CURB-RAMP SYSTEM SHALL BE AMAXIMUM OF 1:20 (5%) AND A MAXIMUM 2% CROSS-SLOPE.

3. MAXIMUM SLOPE OF A HANDICAPPED ACCESSIBLE ROUTE ALONG ASIDEWALK LEADING INTO A CURB RAMP, BEFORE IT MUST BECONSIDERED A RAMP IS 1:20 (5%) AND, 2% CROSS-SLOPE.

4. MAXIMUM SLOPE AND CROSS-SLOPE OF HANDICAPPED ACCESSIBLEPARKING SPACE & ADJACENT ACCESS AISLE IS 1:48 (2%) IN ANYDIRECTION.

5. FIELD VERIFY EXISTING GRADES PRIOR TO CONSTRUCTION BEGIN.REMOVE AND REPLACE PAVEMENT TO COMPLY FDOT REQUIREMENT IFREQUIRED.

6. THE ACCESSIBLE ROUTE CONNECTING PUBLIC SIDEWALK MUST HAVEMAXIMUM 2% CROSS SLOPE AND MAXIMUM 5% LONGITUDINAL SLOPE.

7. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPETHAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURBRAMP LENGTH OR GRADE OF APPROACH SIDEWALK AS DIRECTED.

8. ANY PART OF ACCESSIBLE ROUTE WITH A GREATER SLOPE THAN 1:20SHALL BE CONSIDERED A RAMP AND SHALL INCLUDE HANDRAILS.

NEW SIDEWALK

EXISTING SIDEWALK

REPAIR OR REPLACE AS REQUIRED.

LOCATION OF EXISTING PAD MOUNTED TRANSFORMER.

14 RELOCATE RECYCLE BIN W/ IN NEW ENCLOSURE.

16

17 EXISTING EXIT DOOR.

18 G.C. TO DEMOLISH TRASH ENCLOSURE AND INSTALL NEW AS SHOWN.

19 LOCATION OF GAS METER. DO NOT PAINT.

20 EXISTING SIDEWALK TO REMAIN.

21 EXISTING ELECTRICAL METER DISCONNECT & SERVICE ENTRANCE.

22

UNDER SEPARATE PERMIT PROVIDED BY OTHERS.

G.C. TO PROVIDE & INSTALL NEW HAND RAIL & GUARDRAIL. - REF. 11/C1.1

23

REFER TO E/C1.0 FOR SPACE REQUIREMENTS AS PER CITY.

SEE SHEET C1.1.

PARKING ANALYSIS N.T.S. C

PARKING ANALYSIS

(PATRON USE)SQ. FT.

USE PARKING SPACE RATIO REQ.

2,165 RESTAURANT 1:50 SF 44

TOTAL REQUIRED = 44TOTAL PROVIDED = 67

DEMO EXISTING CONCRETE SIDEWALK AT THIS AREA. INFILL NEWCONCRETE SIDEWALK W/ MAX 2% SLOPE IN ANY DIRECTION AS SHOWNHATCHED.

LOCATION OF EXISTING WATER METER.

1269

9C1.1

DEMO EXISTING RAMP & INFILL W/ NEW CONCRETE AT SIDEWALK &CURB, ASPHALT AT PARKING LOT, FOR SMOOTH LEVEL TRANSITION TOEXISTING CONCRETE.

20

11

4

6

12

14

1269

1269

1269

1269

3

44

G.C. TO INSTALL ACCESSIBLE RAMP - REF. 11/C1.1

3

5

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

1011

12

13

13

8

22

8

14

15TYP.

15TYP.

15TYP.

15TYP.

17

17

17

17

18

19

20

20

23

12C1.1

G.C. TO INFILL WITH (4" THICK 3000 PSI CONCRETE ON COMPACTEDSUBGRADE). MAX. 2% CROSS SLOPE AND MAX. 5% SLOPE ALLOWED ONSIDEWALK.

16

1C1.1

N

11-17-20

HANDICAP PAVEMENT LOGOPER ACCESSIBILITYREQUIREMENTS

MAX.2%

6" PAINTED STRIPES PERACCESSIBILITYREQUIREMENTS

NEW WHEEL STOP

RE: 12/ADA1.1

HANDICAP PAVEMENT LOGOPER ACCESSIBILITYREQUIREMENTS

MAX.2%

MAX.2%

NEW WHEEL STOP

RE: 12/ADA1.1

9'-0"MIN.

90°

9'-0"MIN.

9'-0"MIN.

CONC. FOOTING

CONST. JOINTS @10'-0" O.C.

2C1.1

#4xCONT. E.W.@ 4'-0" O.C.

6" C.F.

#4 SMOOTHDOWELS & CAPS,18" LONG @ 24" O.C.

NEW BOLLARD, RE:7/C1.1

6" PIPE, FILLED W/ CONCRETE.TOP OF PIPE: 4' ABOVE SLAB,SEE DETAIL 7

6"Ø SCHED. 40 PIPE W/SLOPED MTL. CAPON TOP MAXIMUM 6'-0" O.C. SET PIPE INCONCRETE FOOTING MIN. 1'-0" DIA. TOFROST DEPTH (FILL PIPE W/CONC. TO 4'-0"ABOVE FIN. CONC. IN HIGH WIND LOADLOCATIONS.)

1X6 CEDAR PLANKS STAINEDDARK BROWN

2X2 VERTICAL STRINGER, TYP.

NEW BOLLARD,RE: 7/C1.1

20'-0"

1'-0"

12'-4"

5'-0"1'-0

"

5'-6"

2'-6

"4'

-0"

4'-0

"4'

-0"

4'-0

"2'

-6"

20'-0

"

1'-0"

9'-6

"9'

-6"

20'-0

"9"

9"

NEW 6" CONCRETE PAD AS REQ'DAT DUMPSTER, 7" AT APPROACH

EXISTING PAVEMENT

6"Ø PIPE

1X6 CEDAR PLANKS-ATTACH TO RAILS WITHS.S. DECK SCREWS

3C1.1

8C1.1

6'-6

"

3"

TYP.

6" DIA. x 12'-0" SCHEDULE 80STEEL PIPE COLUMN

CONC. FILL

1X6 CEDAR PLANKS

SWING LATCH & STOPPLATE ON ADJ. GATE -DETAILS 5 & 6/C1.1

1/2" THRU BOLT

CANE BOLT -DETAIL 8/C1.1

CONC. FILL TODEPTH OF PIPE

6" WELD COLLARHINGE W/ GREASEZERK - 4/C1.1

2"6"

3"

6'-6

"

6"3"

7" 3"

1'-6"

3'-1

11 2"

6" DIA. SCHEDULE 80PIPE HINGE

2" x 2" x 1/4" ANGLE GATEFRAME

2" x 1" x 1/4" STEEL TUBE SPACERWELDED TO 6" DIA. x 6" HINGE &2" x 2" x 1/4" ANGLE FRAME

5" DIA. SCHEDULE 80 PIPECOLUMN

FENCING SECURED TO 2" xANGLE FRAME AT TOP & BOT. W/1/4" CARRIAGE BOLT

1"2"

47-1

/2"

1/4" THICK PLATE PAINTED

3/8" HOLE FOR THRU BOLT

3"2"

8"1"

NOTES:1. MOUNT 48" ABOVETOP OF PAVEMENT.2. ALIGN STOP PLATEWITH SWING LATCH.

48"

FENCING

2"X2"X1/4"ANGLE FRAME

4-1/2"X3"X1/4" PLATE,WELDED TO 2"ANGLE FRAME

3"

11 2"

38"

412"

TOP OF PAVEMENT

EDGE OF 2X ANGLESTEEL FRAME 4" x 24" x 1/4" PLATE

BOLTED TO FRAME& FENCE

BOT. OF CANE BOLTPLATE 1" BELOW BOT.OF GATE FRAME

1-1/2" DIA. X 1" DEEPSLEEVE IN PAVEMENT FORCANE BOLT AT CLOSED &90° OPEN POSITIONS

3/4" DIA. STEELGUIDES WELDED TOPLATE (TYP. OF 3)

24" x 5" CANEBOLT (1" DIA.)

2 x ANGLE FRAMECANE BOLT REST

4"

5"

1"

2'-0

"

41 2" 1"1"

3'-0"

3'-0

"

CL

18'-0

"+ F

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B (A

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BLUE BACKGROUND, TYP. THEBLUE SHALL BE EQUAL TOCOLOR No. 15090 IN FEDERALSTANDARD 599b

2" WIDE WHITE LINES, TYP.

SIGN AND PARKING STALL

6" STEEL PIPE FILLED W/CONCRETE. PRIMEDAND PAINTED SAFETYYELLOW

18" DIA. CONCRETEFOOTING

CONCAVE TOPCONCRETE SURFACE

PAVEMENT SURFACEAS SPECIFIED

PROP. SIDEWALK (4" THICK 3000 PSICONCRETE ON COMPACTEDSUBGRADE). MAX. 2% CROSS SLOPEAND MAX. 5% SLOPE ALLOWED ONSIDEWALK.

6" PAINTED STRIPESPER ACCESSIBILITYREQUIREMENTS

MAX.8.33%

MAX.2%

MAX.2%

5'-0

"6"

1'-0" 5'-112"

5'-0"5'-11

2"1'-0"

5'-0"

5'-0"

5'-0"

MAX.8.33%

RAMPPROPOSED

RAMPPROPOSED

5'-0

"M

IN.

NEW HANDRAIL &GUARDRAIL

NEW (4" THICK 3000 PSI CONCRETE ONCOMPACTED SUBGRADE). MAX. 2%CROSS SLOPE AND MAX. 5% SLOPEALLOWED ON SIDEWALK.

MAX.2%

6'-2"

5'-0"

V.I.F.

6'-2"

6'-2"

18'-6"

V.I.F.

NEW HANDRAIL &GUARDRAIL

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

TYPICAL ACCESSIBLE PAVEMENT SYMBOL N.T.S. 10

STOP PLATE SECTION 1 1/2" = 1'-0" 5

TRASH ENCLOSURE GATE ELEVATION 1/4"=1'-0" 2

C1.1

SITE DETAILS& TRASH

ENCLOSURE

GATE DOOR 1/4" = 1'-0" 3GATE HINGE 1 1/2" = 1'-0" 4

CANE BOLT 3/4" = 1'-0" 8 GATE SWING LATCH 1 1/2" = 1'-0" 6

HANDICAP PARKING DETAIL 3/8" = 1'-0" 9

TRASH ENCLOSURE 1/4"=1'-0" 1

BOLLARD DETAIL 1/2" = 1'-0" 7

HANDICAP RAMP DETAIL 3/8" = 1'-0" 11

SIDEWALK & RAILING DETAIL 3/8" = 1'-0" 12

11-17-20

710

812

KEY NOTES B

GENERAL NOTES C

WALL LEGEND DDEMOLITION FLOOR PLAN 1/4"=1'-0" A

3

3

3

2

9

8 1012

18

17

7'-0"

17

7

5

1712

1

2

3

3

3

9

4

4

9

4

16

16

3

3

3

21

14

710

812

17

15'-6

"

11'-4"9

11'-4"9

3'-2"

3

3

15

7

171210

15

5

1712

5

1712

5

1712 5

1712 5

1712

5

1712

5

1712

1519

19

22

2211

20

20

13

66

ED2.0

DD2.0

CD2.0

BD2.0

D1.0

DEMOLITIONFLOOR PLAN

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

EXISTING WALL TO REMAIN

EXISTING WALL TO BE DEMOLISHED

A. VERIFY ALL CONDITIONS PRIOR TO DEMOLITION. DISCREPANCIES BETWEENDESIGN AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OFTHE PIZZA HUT CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH WORK.

B. GENERAL CONTRACTOR SHALL PAY FOR ALL REQUIRED DEMOLITION PERMIT FEESAND OBTAIN ALL APPLICABLE DEMOLITION PERMITS.

C. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SURFACES. ALLEXISTING DRYWALL OR PLASTER THAT IS TO REMAIN AND TO RECEIVE NEWSCHEDULED PAINT OR WALL COVERING SHALL HAVE ALL DEFECTS, (CRACKS,PAINT CHIPPING, HOLES, ETC..) FILLED, PLASTERED OR SPACKLED, SANDEDSMOOTH AND CLEANED PRIOR TO THE SCHEDULED FINISH.

D. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE AND BUILDINGCONDITIONS PRIOR TO CONSTRUCTION.

E. ABANDONED PIPES SHALL BE CAPPED IN MANNER TO CONCEAL WITHIN WALL,CEILING OR FLOOR.

F. DEMOLITION MEANS AND METHODS ARE CONTRACTOR'S RESPONSIBILITY.

G. INSPECT FOR ROOF LEAKS, PATCH AND REPAIR WHERE NEEDED.

DEMOLISH EXISTING FLOORING & BASE. PATCH & REPAIR AS REQUIRED TORECEIVE NEW. (RE:A8.0 FOR NEW FINISHES)

REMOVE LOW WALL. PREP ADJACENT SURFACES FOR NEW WOOD TRIM.

REMOVE EXISTING WALL FINISHES. PATCH & REPAIR GYP. BOARD AS REQUIREDTO ACHIEVE SMOOTH LEVEL FINISH.

REMOVE EXISTING GLASS AND DECORATIVE ELEMENTS. INFILL OPENING TOMATCH EXISTING CONSTRUCTION. RE: 5/A7.2

INFILL EXISTING WALL OPENING TO MATCH EXISTING CONSTRUCTION. RE: 2/A7.0

LINE OF FLOOR DEMOLITION TRANSITION.

EXISTING DOOR TO REMAIN. REMOVE EXISTING FINISHES. PREP FOR NEW PAINT.NOTIFY OWNER IF REPAIR OR REPLACEMENT IS REQUIRED.

ANY EXPOSED WIRING TO BE CONCEALED IN WALLS OR ABOVE CEILING.

REMOVE EXISTING MILLWORK COMPLETE & PREPARE FOR NEW COUNTER.RE: A1.0

EXISTING WALL FINISHES BEHIND COUNTER TO BE REMOVED & PREPARED TORECEIVE NEW TILE. RE: A2.0.

REMOVE EXISTING FINISH MATERIALS AND DECORATIVE ELEMENTS. PATCH &REPAIR TO RECEIVE NEW FINISHES. RE: A4.0, A4.1, &A4.2

REMOVE EXISTING WALL, CEILING, FLOOR & BASE COMPLETE.

COLUMN TO REMAIN. REMOVE EXISTING WOOD FINISH. PREP TO RECEIVE NEWFINISHES. COORDINATE NEW FINISHES WITH OWNER.

EXISTING DOOR TO REMAIN. G.C. TO VERIFY IN GOOD WORKING CONDITION &WEATHER TIGHT. NOTIFY OWNER IF REPAIR OR REPLACEMENT REQUIRED

RESTROOM DEMOLITION SHALL CONSIST OF THE FOLLOWING:

a. REMOVE EXISTING WALL, FLOOR & BASE TILE AND SUBSTRATE DOWN TOSTUDS. U.O.N.

b. REMOVE ALL EXISTING TOILETS (MEN & WOMEN) & URINAL (MEN'SRESTROOM ONLY).

c. REMOVE ALL RESTROOM ACCESSORIES (GRAB BARS, TOILET PAPERDISPENSERS,SCENT DISPENSERS, PAPER TOWEL DISPENSERS, TRASH RECEPTACLES,SIGNAGE AND HAND SOAP DISPENSERS.)

d. REMOVE HAND SINK, MIRROR AND FAUCET.e. REMOVE EXISTING FLOOR DRAIN, PREPARE FOR NEW.f. G.C. TO RELOCATE PLUMBING SUPPLY & DISCHARGE AS REQUIRED. SEE

A10.2.g. REMOVE GYP. BD. CEILING & LIGHT FIXTURES.

DEMOLISH EXISTING WALL, GLASS, & DOOR COMPLETE, AS SHOWN DASHED.

REMOVE EXISTING DOOR & HARDWARE & PREP FOR NEW.

EXISTING TILE FLOOR TO REMAIN. CLEAN AS REQ'D.

NO WORK IN THIS AREA.

REMOVE ALL INTERIOR WALL SIGNS AND DECOR ELEMENTS.

REMOVE ALL DINING AREA SEATS, TABLE TOPS, BASES AND TRASH ENCLOSURES.PREPARE FOR NEW. PATCH & REPAIR FLOOR AS REQUIRED.

REMOVE EXISTING WINDOWS. STRUCTURAL ELEMENTS TO REMAIN. PREPAREFOR NEW WINDOWS. RE: A/A4.0 & A4.1.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

1 09.20.19 CITY COMMENTS

21

22

11-17-20

2

6

18

13

31

4

74

13 13

13

13

13

14

12

1'-6"

8'-5

"17

'-81 2"

10'-3

"

2

2

2

2

2

2

2

5

3

41

41

5

3

17

17

6

6

41

11TYP.

11TYP.

11TYP.

11TYP.

5TYP.

5TYP.

5TYP.

34

1

34

1

34

1

10

15

TYP.

TYP.

TYP.TYP.

TYP.TYP.

TYP.

TYP.

TYP.

TYP.

1

4

1

TYP.

1919

3

4

1

TYP.

3

4

1

TYP.

3

4

1

TYP.

3

4

1

TYP.

3

4

4

18

4

20TYP.

20TYP.

20TYP.20

TYP.

20TYP.

20TYP.

20TYP.

20TYP.

20TYP.

3

9

8

13

D1.1

DEMOLITIONREFLECTED

CEILING PLAN

KEY NOTES D

DEMOLITION GENERAL NOTES C

DEMOLITION REFLECTED CEILING PLAN 1/4"=1'-0" A

REMOVE EXISTING CEILING TILE AND GRID THROUGHOUT. PREPARE FOR NEW.

REMOVE EMERGENCY EXIT SIGNS AND LIGHTS, PREPARE FOR NEW.

REMOVE EXISTING HVAC DIFFUSERS & RETURNS. PREPARE FOR NEW.

REMOVE EXISTING LIGHTING FIXTURES. PREPARE FOR NEW.

REMOVE EXISTING SPEAKERS, AS SHOWN DASHED. PREPARE FOR NEW.

EXISTING TV TO BE REMOVED

EXISTING GYP. BD CEILING TO REMAIN. PATCH AND REPAIR. CEILINGS TO BE A SMOOTH EVENSURFACE AS REQUIRED FOR NEW PAINT.

EXISTING LIGHTING FIXTURES TO REMAIN, U.O.N. CLEAN LENS OR REPLACE & RE-BULB AS REQUIRED.

EXISTING KITCHEN SPEAKER TO REMAIN, PREPARE FOR NEW PAINT.

REMOVE EXISTING GYP. BD. CEILING & LIGHT FIXTURES.

REMOVE EXISTING LIGHT PENDANTS. PATCH AND REPAIR GYP. BD.

EXISTING PORTION OF ROOF EAVE TO BE REMOVED. PREPARE FOR NEW TOWER. REF. A3.0 & A4.0

LINE OF EXISTING ROOF PERIMETER TO REMAIN.

LINE OF EXISTING GUTTER TO REMAIN.

1

2

A. GENERAL CONTRACTOR SHALL PAY FOR ALL REQUIRED DEMOLITION PERMITFEES AND OBTAIN ALL APPLICABLE DEMOLITION PERMITS.

B. GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS & EQUIPMENT DAILYDURING THE DEMOLITION WORK.

C. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SURFACES.ALL EXISTING DRYWALL OR PLASTER THAT IS TO REMAIN AND TO RECEIVENEW SCHEDULED PAINT OR WALL COVERING SHALL HAVE ALL DEFECTS,(CRACKS, PAINT CHIPPING, HOLES, ETC..) FILLED, PLASTERED OR SPACKLED,SANDED SMOOTH AND CLEANED PRIOR TO THE SCHEDULED FINISH.

D. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE ANDBUILDING CONDITIONS PRIOR TO CONSTRUCTION.

E. ABANDONED PIPES SHALL BE CAPPED IN MANNER TO CONCEAL WITHIN WALL,CEILING OR FLOOR.

F. DEMOLITION MEANS AND METHODS ARE CONTRACTOR'S RESPONSIBILITY.

G. REMOVE DAMAGED GLAZING AND REPLACE TO MATCH ADJACENT GLAZING.

H. INSPECT FOR ROOF LEAKS, PATCH AND REPAIR WHERE NEEDED.

LEGEND B

EXISTING TO REMAIN

3

4

5

6

EXISTING TO BE REMOVED

7

8

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

9

10

11

12

13

14

LINE OF SOFFIT TO REMAIN. REMOVE FINISH & PREP FOR NEW. REF. 2/A7.0

NOT USED

EXISTING HVAC RETURN TO REMAIN. PAINT TO MATCH CEILING.

REMOVE EXISTING WOOD CEILING FINISH. PREP FOR NEW CEILING. REF. A9.0


REMOVE EXTERIOR LIGHT FIXTURES UNDER ROOF EAVE. PREP FOR NEW FIXTURES. REF. A9.0

15

16

17

18

19

20

11-17-20

±19'-7" ±16'-10"

EQ.±15'-0"EQ.

10'-7"

±12'-71516" ±4'-6" ±12'-715

16"

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

D2.0

EXTERIORELEVATIONS

A. GENERAL CONTRACTOR SHALL PAY FOR ALL REQUIRED DEMOLITION PERMITFEES AND OBTAIN ALL APPLICABLE DEMOLITION PERMITS.

B. GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS & EQUIPMENT DAILYDURING THE DEMOLITION WORK.

C. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE ANDBUILDING CONDITIONS PRIOR TO CONSTRUCTION.

D. INSPECT FOR ROOF LEAKS, PATCH AND REPAIR WHERE NEEDED.

AREA TO BE REMOVED EXISTING AREA TO REMAINENTRY ELEVATION 3/16" = 1'-0" B

REAR ELEVATION 3/16" = 1'-0" E FRONT ELEVATION 3/16" = 1'-0" D

SIDE ELEVATION 3/16" = 1'-0" C

KEYNOTES & LEGEND A

2

1

3

4

5

REMOVE EXISTING FINISH MATERIALS, TRIMS, AND DECORATIVE ELEMENTS. PATCHAND REPAIR TO PREPARE FOR NEW FINISHES RE: A4.0 & A4.1

PREPARE EXISTING ROOF FOR NEW STANDING SEAM ROOF. RE:A/A4.0 & A4.1.

REMOVE EXISTING WINDOWS & ADJACENT WOOD TRIM. STRUCTURAL ELEMENTS TOREMAIN. EXISTING ROCK FINISH BELOW TO REMAIN. PREPARE FOR NEW WINDOWSAND FINISHES. RE: A/A4.0 & A4.1.

EXISTING DOOR & FRAME TO BE REMOVED. PREPARE FOR NEW.

EXISTING DOOR TO REMAIN. PREPARE FOR NEW PAINT.

CO2 TANK & REGULATOR TO REMAIN. DO NOT PAINT.

EXISTING GUTTER TO REMAIN. GC TO CLEAN, INSPECT & REPAIR AS REQUIRED FORPROPER DRAINAGE. PREPARE FOR NEW PAINT.

LOCATION OF INCOMING GAS TO REMAIN.

DEMOLISH PORTION OF EXISTING ROOF MATERIAL & SHEATHING AS SHOWN.

EXISTING EXTERIOR BUILDING SIGNAGE TO BE REMOVED. G.C. COORDINATE POWER& BLOCKING REQUIREMENTS W/ SIGN VENDOR TO PREP FOR NEW SIGNAGE. RE: A4.0,A4.1, & A4.2

REMOVE ALL EXISTING LIGHTING FROM UNDER ROOF EAVE. REUSE WIRING FOR NEWLIGHTS.

EXISTING DRIVE THRU LIGHT TO REMAIN.

EXISTING COLUMN STRUCTURE TO REMAIN. REMOVE WOOD FINISH. COORDINATENEW FINISHES WITH OWNER.

DEMOLISH VESTIBULE WALLS, DOORS, & LIGHT FIXTURES.

REMOVE EXISTING LOW WALL. PREP ADJACENT SURFACES TO RECEIVE NEW FINISH.

6

7

8

9

10

11

12

1TYP.

2

2

2

2

2

2

2

2

2

22

2 2

2

22

2

1TYP.

1TYP.

1TYP.

1TYP.

1TYP.

7

7

68

9

TYP.

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

11TYP.

11TYP.

11TYP.

12

13

1313

14

13

TYP.

13

TYP.

1

3

14

1TYP.

1TYP.

13

TYP.

4 15

14

13

TYP.

13

TYP.

45

1

10

10

10

13 1TYP.

1TYP.

1TYP.

13

12

1TYP.

13

13

15

13

13 3 13

13

1

11-17-20

AA4.2

BA4.1

TYP.

7A1.1

AA4.1

AA4.0

7TYP.

1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE INDICATED.

2. REPLACE OR REPAIR DAMAGED, DETERIORATED OR UNSUITABLE SUBSTRATES AS REQUIRED TO RECEIVENEW WALL FINISHES AS SCHEDULED.

3. PREPARE EXISTING CONCRETE SLAB TO RECEIVE NEW FLOOR FINISHES AS SCHEDULED.

4. CUT, REMOVE AND REPLACE EXISTING CONCRETE SLAB AS REQUIRED FOR INSTALLATION OF NEW UNDERSLAB PIPING AND CONDUIT.

5. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES,REGULATIONS, ORDINANCES AND STANDARDS.

6. ALL REMODELED BUILDING ELEMENTS INCLUDED AS PART OF THIS PROJECT SHALL COMPLY WITH THEMOST CURRENT EDITION OF BUILDING CODES, AND LOCAL CODES.

7. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, GENERAL CONTRACTOR SHALL VERIFY EXISTENCEAND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE UTILITIES,INCLUDING SANITARY SEWER,STORM SEWER, WATER, GAS, ELECTRICAL, TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONSSHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE BUILDING'S STRUCTURALSTRUCTURAL MEMBERS, INCLUDING BEARING AND SHEAR WALLS, SHALL NOT BE REMOVED, CUT OROTHERWISE MODIFIED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER'S REPRESENTATIVE.

9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIORTO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF ANYVARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK.

10. GENERAL CONTRACTOR SHALL COORDINATE EXISTING STRUCTURE WITH NEW CONSTRUCTION INCLUDINGMECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL WORK.

11. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALLEQUIPMENT, SHELVING, ACCESSORIES SEE FLOOR PLAN FOR LOCATION OF BLOCKING.

12. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS.

13. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES ANDEQUIPMENTS SUPPLIED AND/OR INSTALLED BY OTHERS.

14. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING PARTITIONS, ETC.,VERIFICATION MUST BE DONE IN THE FIELD.

15. UPON COMPLETION OF PROJECT, GENERAL CONTRACTOR TO OBTAIN ALL FINAL INSPECTIONS ASREQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONSAND CERTIFICATES OF OCCUPANCY.

16. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWNOF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THEOWNER AND LOCAL BUILDING DEPARTMENT.

17. PROVIDE THREE FIRE EXTINGUISHERS - MIN. 5 lb. ABC and K TYPE IN KITCHEN AREA - TO COMPLY WITHLOCAL FIRE CODE. LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCAL AUTHORIZING AGENT.

MEN

WOMEN

7

7

TYP.7

6/A1.1

35

11'-4"

TYP.7

1

8

11

5

6

A7.0

1

4

3

2

A7.1

2

13

A7.2 65

5

34

4

2

13

1 1

7

WALL LEGEND B

2X4 WOOD STUDS @ 16" O.C. WITH 5 8" TYPE"X" GYP. BD., 5 8" WATER RESISTANT GYP. BD.IN RESTROOM/KITCHEN AREAS.

EXISTING INTERIOR WALL TO REMAIN

2X6 WOOD STUDS @ 16" O.C. WITH 5 8" TYPE"X" GYP. BD., 5 8" WATER RESISTANT GYP. BD.IN RESTROOM/KITCHEN AREAS.

EXISTING EXTERIOR WALL TO REMAIN

NEW EXTERIOR WALL

NEW INTERIOR LOW WALL 6" BELOWFINISHED CEILING WITH 2X4 WOOD STUDS @16" O.C. WITH 5 8" GYP. BD.

1. G.C. TO VERIFY THAT ALL KITCHEN EQUIPMENT IS IN LIKE-NEW CONDITION, CLEANEDAND IN WORKING CONDITION.

2. EXISTING GYP. BOARD CEILING TO BE PAINTED.3. REPLACE ALL WALL FINISHES AT BOH AND REPLACE WITH NEW FRP AS INDICATED.4. G.C. TO VERIFY EXISTING POS SYSTEM IS CURRENT STANDARD. REPLACE AS

REQUIRED.5. G.C. TO VERIFY EXISTING MANAGEMENT SYSTEM WITH BUMP BARS ARE INSTALLED &

OPERATIONAL.

BOH SCOPE OF WORK C

KEY NOTES EFLOOR PLAN 1/4"=1'-0" A

GENERAL NOTES D

11'-4"1

1 1

15'-6

"1

2

2

7'-5

1 2"

5

44

15'-1

01 2"5'

-101 2"

2'-0

"11

'-101 2"

2'-0

"

9 9

TYP.7

25'-3

1 4"

812"3'-0"21'-41

4"

21'-6

"

5'-2

"

7'-1134"8'-11

2"

8'-0

"

5

5

10

10

10

10

10

101010

10

10

10

1010

10

10

10

7

A7.0

5

A7.0

6

A7.1

5

4

A7.2

3

4

5

6

A7.0

10

7

8

9

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

7TYP.

13

AA6.0

2

2'-7

"

2'-7

"17

10'-7"17

15

15

15

15

3

3

35

30'-2

1 2"

5'-012"3

4

A/A

5.0

TYP

.

3'-2"1

3

COOLER

KITCHEN

KITCHEN

PARTY

LOBBY

COOLER

DINING

OFFICEMECHCANICAL

STORAGE

DISHWASH

FOOD PREP

VESTIBULE

HALL

3'-0

"91 4"

7TYP.

4'-6

"10

'-1"

4'-4

1 4"

4'-4

1 4"4'-3"6'-714"

71 4"

10'-1

"

4'-212"6'-8"

4'-312"

1212

16

2'-0"6'-4"

6'-11"

17

11

2

A1.0

FLOOR PLAN

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

INSTALL NEW STOREFRONT WINDOWS. SEE SHEETS A1.1 & A4.0 FOR DETAILS.

CONSTRUCT NEW VESTIBULE TOWER, AS SHOWN. SEE SHEET A5.0

INSTALL NEW FRAME, DOOR, HARDWARE & HINGES. SEE SHEET A1.1.

ALL INTERIOR DOOR CLOSERS SHALL BE ADJUSTED TO HAVE A SWEEP PERIOD OF 3SECONDS FROM AN OPEN POSITION OF 70 DEGREES TO A POINT 3 INCHES FROM THELATCH.

INSTALL NEW CLOSER AND ADJUST TO HAVE A MAXIMUM 5 LBS OPENING FORCE FORINTERIOR AND 8.5 LBS FOR EXTERIOR.

NEW TV/BRANDING WALL. RE: 2/A7.0

ALL WALLS TO RECEIVE NEW FINISHES. GC TO PROVIDE SMOOTH FINISH. SEE SHEETA8.0 FOR FINISH PLAN.

NEW COUNTER. SEE SHEET A2.0.


S.S. CORNER GUARD W/ CAP, TYP. ALL CORNERS IN BACK-OF-HOUSE FROM REARWALL TO THE KITCHEN SIDE OF THE SERVICE COUNTER. SEE DETAIL 5/11.0

PROVIDE NEW FULL HEIGHT WALL TO MATCH & ALIGN WITH EXISTING CONSTRUCTION.USE WATER RESISTANT GYP BD. IN ALL WET AREAS. REF. 5/A7.0 FOR WALL FINISH.

NEW SOFFIT ABOVE. RE: A9.0

EXISTING ELECTRIC PANEL LOCATION.

NOT USED

EXISTING DOOR TO REMAIN.

LINE OF EXISTING SOFFIT ABOVE.

INSTALL NEW DRIVE THRU WINDOWS. SEE SHEETS A1.1 &A4.0 FOR DETAILS.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

11-17-20

AWINDOW NOTESALL WINDOW ARE TO BE GLAZED W/ TYPE GLASS UNLESS NOTEDOTHERWISE.

ROLLER SHADES TO BE FURNISHED AND INSTALLED BY G.C. ON ALLWINDOWS WITH SOUTH AND WEST EXPOSURE.FILM WILL NOT BE ACCEPTABLE

INDICATES LOCATIONOF ROLLER SHADES.SEE SHEET A8.0

NOTE:MOUNT ROLLER SHADES INSIDE FRAMES.

ROLLER SHADES:SUPPLIER: BLIND EXPRESSHUNTER DOUGLAS - ROLLERSHADE SHEAR WEAVE4100, COLOR: V10 EBONY, 10% OPENNESS MOUNTEDTO INSIDE OF WINDOW FRAME

SEE SHEET A8.0 FOR CONTACT INFORMATION

6A1.1FINISHED SLAB

1

8A1.1

SIM.

6&7A1.1

6&7A1.1

5'-0

"2"

2"

4'-1112"

2'-6

"

2" 2"

BLACKALUMINUMFINISH

2 3

2" 2"2'-10"

4'-8

"2"

2"

2" 2"5'-2"

4'-8

"2"

2"

BLACKALUMINUMFINISH

BLACKALUMINUMFINISH

4

BLACKALUMINUMFINISH

2" 2"2'-7"

4'-8

"2"

2"3'

-2"

5

BLACKALUMINUMFINISH

14A7.1

11A7.1

6A7.1

3'-0

1/4

"2'

-10"

3'-9"

1'-1

13 4"

10'-7"3'-11

2" 3'-012"

2"2"

2"2" 2" 2"

KICKPLATEPUSH SIDEONLY

SIGN WHERENOTED

3'-0

"

5'-4

"

4"

BLACK ANODIZEDALUM. DOOR

B

4"

DOORPULL

DOORPULL &PUSHPLATE

1'-0

"4"

DOORSCOPEWINDOW

E.T.R.

FINISHEDSLAB

B

DOORPULL

B

BLACK ANODIZEDALUM. DOOR

CEQ. EQ.

1'-2

1 2"7"

7"

KICKPLATEKITCHEN SIDEONLY

EXISTING DOOR TOREMAIN. V.I.F.

A1.1

DOOR & WDWELEVATIONS/SCHEDULE

1" INSULATED TEMPERED GLASS1" INSULATED GLASS

NOTE:SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS.DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED.

DOOR SCHEDULE 2

SEE SCHEDULE FOR GLASS TYPES.

REFER TO FLOOR PLAN, ELEVATIONS AND WALL SECTIONS FOR ROUGH OPENINGDIMENSIONS.

ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C.U.O.N.

1.

2.

3.

GLASS SCHEDULEA

C

B

DOOR TYPES 1/4" = 1' - 0" 3

WINDOW TYPES 1/4" = 1'-0" 5

ALL ALUMINUM DOOR AND WINDOW FRAMES SHALL BE BLACK ALUMINUM FINISH.4.

GENERAL NOTES N.T.S. 4

1/4" TEMPERED GLASS

DOOR SCHEDULE NOTES 1

REFER SPECIFICATIONS FOR GLASS & ALUM. STOREFRONT.5.

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARESHALL BE :DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITHQUALITY #520 DOOR PULL.

UNDERCUT DOOR 3/4".

MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 8.5 LBSEXTERIOR MEASURED AT 90 DEGREES TO THE DOOR AT THE STRIKEEDGE.

ADA COMPLIANT ACCESSIBILITY SIGNAGE WHERE REQUIRED (OR ASREQUIRED BY LOCAL JURISDICTION - (1) MEN; (1) WOMEN

RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS.

REFERENCE NOTES:1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

STAIN/PAINT ALL DOORS AND FRAMES EXCEPT ALUMINUM ENTRYDOORS, 1 & 2.

ALL HARDWARE SHALL BE US32D U.O.N.

ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N.

ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORESUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKSSHALL BE PROVIDED WITH CONSTRUCTION CORES. ALLPERMANENT CORES SHALL BE KEYED ALIKE.

PERMANENT CORES SHALL BE SHIPPED TO THE RESTAURANTGENERAL MANAGER.

MOUNT DOOR CLOSURES ON TOILET ROOM OR KITCHEN SIDEONLY.

KEYLESS ENTRY SYSTEM REQUIRED. INCLUDES PANICHARDWARE, AND KEYLESS ENTRY, ORDERED THRU LOCKNETSECURITY DOORS, (1-800-887-4307).

PROVIDE PUSH/PULL BARS.(ROCKWOOD GEOMETEK #RM7902 16" MOUNT VERT. "PULL")

(#RM7902 36" MOUNT HORIZ. "PUSH")

WINDOW SILL/JAMB DETAIL 3" = 1'-0" 6

EXISTING SHOWNHATCHED

BACKER ROD &SEALANT, TYP.

BLOCKING AS REQUIRED

WINDOW JAMB/MULLION DETAIL 3" = 1'-0" 7

BLACK ANODIZED ALUM.WINDOW FRAME - SEEWINDOW SCHEDULE

1/2" LAP SIDING

BACKER ROD & SEALANT

ANODIZED ALUMINUM WINDOWFRAME - SEE WINDOW SCHEDULE.ALIGN FRAME WITH FACE OFPLYWOOD SHEATHING.

ALUM. FLASHING TO MATCH ALUM.WINDOW - EXTEND 2" MIN. BEHINDE.I.F.S. MECHANICALLY FASTENLOWER EDGE OF E.I.F.S. AS REQ'D.

LAP SIDINGOVER LIQUIDAPPLIEDMOISTUREBARRIER.LAP BARRIEROVERFLASHING

BACKWRAP DETAIL MESH 2-1/2"MIN.

HEADER - SEE STRUCTURAL

SUBSTRATE - SEE SHEET A1.0

1/2" EXTERIOR GRADE PLYWOOD

WINDOW JAMB/HEADER DETAIL 3" = 1'-0" 8

WINDOW SILL FLASHING SET ONSEALANT BED - NO SEALANTBETWEEN FLASHING AND FRAME TOALLOW WEEPAGE WITHIN FRAME.PROVIDE SEALANT AT JAMB & HEAD.PAINT TO MATCH BUILDING.

CAULK JOINT

BLACK ANODIZED ALUM.WINDOW FRAME - SEEWINDOW SCHEDULE

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PU

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THRESHOLDDOOR NOTES

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1

WDF HM X X X X - 1,2,3,10-X -EXISTING

5

6

10

11

9 WDE HM

AL3'-0" x 7'-0" x 1-3/4" ALB3'-0" x 7'-0" x 1-3/4" ALX

X X X X X X -X

X X X X 4,5,9,11X 3/A11.0 7/A5.1SIM.

X 1,2,3,6,8,10,11,12,13

X X

WDDEXISTING HM X X X -X - -

WDC

3'-0" x 6'-8" x 1-3/4"

3'-0" x 6'-8" x 1-3/4" HM

WDC HM

X X X X X -

X X X X X - 1,2,3,6,8,10,11,12,13

X

X 14/A11.014/A11.0

14/A11.014/A11.0X

X

1,2,3,6,8,10,11,12,13

EXISTING - -

3/A11.0

2 AL3'-0" x 7'-0" x 1-3/4" ALB3'-0" x 7'-0" x 1-3/4" ALX X X X 5,11X

3 4,5,9,11ALA AL X X X X XXX3'-0" x 7'-0" x 1-3/4"

4 4,5,9,11ALA AL X X X X XXX3'-0" x 7'-0" x 1-3/4"

7 ALC AL X X -3'-0" x 6'-8" x 1-3/4"

3/A11.0 7/A5.1SIM.3/A11.0

3/A11.0 7/A5.1SIM.3/A11.0

-14/A11.014/A11.0

X

X X X X

X

X

14/A11.014/A11.0

14/A11.014/A11.0

1,2,3,8,10,11

2,3,8,10,118 A X3'-0" x 7'-0" x 1-3/4" WD HM X

X 1,2,3,6,8,10,11,12,13

11-17-20

EQUIPMENT PLAN 1/4"=1'-0" A

BE

NC

H

Z-01

2Z-

012

Z-00

7Z-

011

Z-00

7

Z-01

7

Z-03

2Z-

032

Z-03

2Z-

032

Z-03

2

Z-03

2Z-

032

Z-03

2Z-

032

Z-03

2

BE

NC

H

Z-034Z-034Z-034Z-034 Z-034Z-034

Z-03

4

Z-03

4

Z-03

4

Z-03

4

Z-034Z-034 Z-034Z-034 Z-034Z-034

Z-03

4

Z-03

4

Z-03

4

Z-03

4

B-275B-410

3

2

ARTWORK & EQUIPMENT SCHEDULE B

22

16

A

15

13

1

6

5

SEATING PACKAGE BY SEATING VENDOR U.O.N. C

QTY. ITEM REMARKSVENDOR SUPPLIEDSINGLE BOOTH 48" W/BACK PAD0Z-001

VENDOR SUPPLIEDDOUBLE BOOTH 48" W/BACK PAD2Z-007

VENDOR SUPPLIEDTABLE 30"X48" W/SLATE GREY TOP (MERIDIAN)6Z-011

VENDOR SUPPLIEDADA TABLE 30"X48" W/SLATE GREY TOP5Z-012

VENDOR SUPPLIEDTALL TABLE 36"X36" W/RED TOP0Z-014

VENDOR SUPPLIEDCOMMUNAL TABLE 34"X120" W/OLD MILL OAK1Z-017

VENDOR SUPPLIEDCHAIR - SILVER W/WOOD SEAT44Z-034

VENDOR SUPPLIEDBARSTOOL - RED W/WOOD SEAT10Z-032

REFER TO SCOPE OF WORK FOR RESPONSIBILITIES. DECOR1.

HC ACCESSIBLE SEATING

VENDOR SUPPLIEDBARSTOOL - SILVER W/WOOD SEAT0Z-033

VENDOR SUPPLIEDTABLE 30"X24" W/SLATE GREY TOP8Z-013

VENDOR SUPPLIEDSINGLE SIDE BUFFET1Z-023

QTY.X ITEM

4 0 STANCHION POST W/ SERVICE SIGN FULL, COUNTER OR TABLE

REMARKS1 1 "YOUR TOWN" SIGN (2'H X 7'L) ALIGN W/ T.O. 12th TILE COURSE

2 11 ARTWORK HORIZONTAL 36X24 --

6 2 SECURITY 3-N-1 --

A 3 48" FLAT SCREEN LED/HDTV WALL MOUNT

13 1 MAXIMUM OCCUPANCY --

16 1 BLACK LICENSE DISPLAY FRAME --

15 1 ORDER HERE SIGN --

NOTE: ALL ARTWORK TO BE MOUNTED AT 5'-5" ON CENTER A.F.F.

B 2 60" FLAT SCREEN LED/HDTV TOP EDGE OF TV TO BE 1'-2"BELOW TOP EDGE OF WALL

EQUIPMENT SCHEDULE

ARTWORK SCHEDULE

3 7 ARTWORK VERTICAL 24X36 --

5 1 BULKHEAD METAL PANEL ART MAY ADVERTISING #CUSTOM-PH LOC SIGN

NO. QTY PLUMB ELECT GAS NO.MFR. & MODEL NUMBER REMARKSBY G.C.

B-305 2 X GRAB BAR 1-1/2"DIA X 42" S.S. FIN. BOBRICK #B6806X42 SURFACE MTD B-305

B-275 3 X TOILET PAPER DISPENSER BOBRICK B2890 SURFACE MTD B-275

B-300 2 X GRAB BAR 1-1/2"DIA X 36" S.S. FIN. BOBRICK #B6806X36 SURFACE MTD B-300

ITEM DESCRIPTION

L-904 1 X STREET NUMBER SIGN GRAPHICS SYSTEMS, INC. MOUNT @ 8'-6" A.F.F. L-904L-905 1 X MEN'S SIGN GRAPHICS SYSTEMS, INC. L-905L-906 1 X WOMEN'S SIGN GRAPHICS SYSTEMS, INC. L-906L-907 2 X HAND WASH SIGN GRAPHICS SYSTEMS, INC. L-907L-909 1 X DELIVERY DRIVERS ONLY SIGN GRAPHICS SYSTEMS, INC. L-909L-910 1 X NO DELIVERIES AFTER 11:00 AM SIGN GRAPHICS SYSTEMS, INC. L-910L-912 2 X HOURS SIGN GRAPHICS SYSTEMS, INC. L-912

F-452 2 X BABY CHANGING STATION SAFE STRAP COMPANY #4399 F-452

F-915 2 X FLOOR MAT-CHARCOAL, 3'x5' ENTRANCE, INC. #4X6ENT F-916F-506 2 X HIGH CHAIR OLD DOMINION #S-1 F-506

B-410 2 X SANITARY NAPKIN DISPOSAL RUBBERMAID #6140 SURFACE MTD B-410

L-902 2 X NO SMOKING SIGN GRAPHICS SYSTEMS, INC. #PIZNOSMOKESUBDEL L-902

B-265 4 X MIRROR, 18" x 36" BOBRICK #B-165-1836 SURFACE MTD. B-265

F-178 1 X SAFE NKL # BSD2920AAXRPH X F-173

B-242 4 X SOAP DISPENSER (WALL MOUNT) KAY CHEMICAL #92021176 SURFACE MTD B-242

B-295 4 X PAPER TOWEL DISPENSER BOBRICK #B-2620 B-295

U-901 1 X FCO - FRONT CASH OUT TERMINAL, CASH DRAWER, CREDIT CARD SWIPE X U-901

F-922 1 X BLACK 24x30 LICENSE FRAME ACCUSERV #FFST F-922

S-457 1 X BAG HOLDER FRANKE #27012968 S-457

X-008 1 X 8' CUSTOMER COUNTER, OWNER PROVIDED VENDOR SUPPLIED / G.C. INSTALLED SURFACE MTD X-008

EQUIPMENT SCHEDULE D

KEY NOTES C

2

2

3

3

3

2

2

2

3

3

3

A

A

BB

6

VENDOR SUPPLIEDBANQUETTE, SINGLE W/BACK PAD, PH, 72"4Z-004

3

3

3

3

2

2

2

2

A2.0

EQUIPMENTPLAN

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

REFER TO SCOPE OF WORK FOR RESPONSIBILITIES.DECOR1.

INDICATES ACCESSIBLE SEATING

1

HOLD SAFE 1'-6" FROM WALL. REFER DETAIL M/A5.02

NOT USED

GC TO INSTALL NEW 60" TV. SEE ELEC.3

1 09.20.19 CITY COMMENTS

11-17-20

15'-1

01 2"

±76'-10"

1

5

SLOPE

SLOPE

SLO

PE

SLO

PE

SLOPE3

4

SLOPE

3

2'-0"

7TYP.

1

1

1

1

3

3

3

2 2

2

2

TYP.TYP.

TYP.

TYP.

5

SLOPES

LOP

E

SLOPE

SLO

PE

SLOPE

6"

SLOPE SLOPESLOPESLOPE SLOPE

SLOPE

SLO

PE

SLO

PE

SLOPE SLOPE

6TYP.

6TYP. 6

TYP.6

TYP. 6TYP.

±15'-101 2"

4"

18

1

SLO

PE

SLOPE SLOPE

1

KEY NOTES B

NEW STANDING SEAM METAL ROOF.

EXISTING ROOF TOP EQUIPMENT TO REMAIN.

EXISTING EXTERIOR WALL BELOW SHOWN DASHED.

NEW TOWER. CENTER AT ENTRY DOORS. RE: A1.0 FOR DETAILS.

EXISTING CUPOLA TO REMAIN. CONSTRUCT NEW CUPOLA TO SURROUND. SEE B/A5.0

EXISTING SADDLE ROOF TO REMAIN.

GC TO CLEAN & INSPECT ALL DOWNSPOUTS & GUTTERS. REPAIR & REPLACE ASREQUIRED FOR PROPER DRAINAGE.

GC TO CONSTRUCT NEW SADDLE ROOF.

1

2

3

4

ROOF PLAN 1/4"=1'-0" A

A3.0

ROOF PLAN

ROOF PLAN NOTES C

WATERPROOFING:

A.B.

C.

MISCELLANEOUS:

A.B.

ROOF INSULATION:

A.B.

ROOFING SYSTEM:

A.B.

ROOF CRICKETS:

A.

TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED.PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE ASINDICATED ON THE DRAWINGS OR SPECS.SEE SPECIFICATIONS FOR SEALANT SPECS.ALL SHEET MTL FLASHING SHALL BE 22 GA MIN.

ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL NOT BE ALLOWED.EXHAUST FANS MIN. 10'-0" AWAY FROM ALL AIR INTAKE / SUPPLY.

RIGID BOARD, INSULATION TYPE 3. REFER TO SPECIFICATION SECTION 07210.BOARD THICKNESS TO BE DETERMINED BY SITE-SPECIFIC REGIONAL REQUIREMENTS;1/4" MINIMUM (PER ROOFING SYSTEM STANDARD).

DURO-LAST SINGLE-PLY SYSTEM. REFER TO SPECIFICATIONS SECTION 07523.G.C. SHALL COORDINATE ALL INSTALLATION REQUIREMENTS.

CRICKETS @ ROOFTOP EQUIPMENT SHALL BE FORMED WITH TAPERED INSULATION TOSUCH AN EXTENT AS TO PROVIDE A POSITIVE MIN. 1/2" SLOPE TO THE VALLEY.

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

5

6

7

B/A

5.0

E/A5.0

8

11-17-20

2 11 20 3 3.2

18 2.2

±20'-8"T.O. PLATE

±26'-8"T.O. PLATE

±11'-10 1/2"T.O. TRUSS

0'-0"T.O. SLAB

6'-334"

137

24.1

3 3.2

21

28'-114"

4 5.1

±6'-814"

10

3.1

±2'-4"

EQ

.E

Q.

CL

111

311

9.1

6'-0"4'-6" ±6'-814"4'-6"3'-21

2"

EQ. EQ.

6'-0

"

18'-8

"

4 5.1 4 5.1

9

20

12

12

10

3.1

17 2.4

22 9.1

6 3.06 3.0

6 3.0

21

16

1 1.2

5 2.5

16 2.4

2.4 16 2.4

21

17 2.4 9TYP.

TYP.

17 2.4TYP.TYP.

2"X1" MTL. J-MOLD"RED THREAD"STANDING SEAM

LED TAPE LIGHTING 3"X1"MTL . J-MOLD W/ DRAINHOLES

EXISTING GUTTER BEYOND

A4.0

EXTERIORELEVATIONS

ENTRY ELEVATION 1/4"=1'-0" A

EXTERIOR FINISH SCHEDULE I KEY NOTES C

SIGNAGE & AWNING SCHEDULE D

GENERAL NOTES E

SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS.SEE SCOPE OF WORK FOR RESPONSIBILITIES.

SEALANT AT ALL WALL AND ROOF PENETRATIONS.SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT SEAL SILL @WINDOWS.

MISCELLANEOUSA.B.

SEALERS (REFER TO SPECS):A.B.

LEGEND:

TYP. SIGNAGE DETAIL NTS J

PORCELAIN TILE - CROSSVILLE. BASALT - AV225 STACKEDSIZE: 12X24GROUT: CUSTOM BUILDING PRODUCTS #60 CHARCOALCORNERS SCHLUTER, QUADEC, ANTIQUE BRONZE.

SEE SIGNAGE SCHEDULE.

SEE SHEET A8.1 FOR FINISH SCHEDULE.

#

X-#

COLORSYMBOL MANUFACTURER REMARKS

3.2 DURO-GUARD - TRIM CAP CLEAR ANODIZED PARAPET CAP

3.1 DMI STANDING SEAM BRITE RED STANDING SEAM SIDING, 2" LOCK & 18" WIDTH

2.3 SHERWIN WILLIAMS TRICORN BLACK #SW6528 SATIN FINISH

TONI HALE @ 931-456-3997

5.1 ELDORADO STONE - CLIFFSTONE BARLEYSILL STONEMIN. GROUT LINE TO HAVE STACKED STONE APPERANCE

2.4 SHERWIN WILLIAMS MACADAMIA #SW6142 SATIN FINISH

3 1 MEDIUM SWIRL CABINET

QTY.

1

2 1

X ITEM REMARKS

1 4' LARGE SWIRL W/ LED SEE DTL. J/4.0

36" PIZZA HUT SIGN W/ LED SEE DTL. J/4.0

2.2 SHERWIN WILLIAMS FOOTHILLS #SW7514 SATIN FINISH

1.2 IDENTITY WOOD PRODUCTS EXTRA MUSHROOM (DARK) 1/2" REVEAL

2.5 SHERWIN WILLIAMS BLACK FOX #SW7020 SATIN FINISH

5.2 ELDORADO STONE - SPLIT EDGE ACCENT WAINSCOT SILL COASTAL SAND

RE: F/A4.0

NOTE

SIGNAGE VENDOR TO PROVIDETRANSFORMERS TO GC PRIORTO INTERIOR DRYWALLING. GCTO STUB OUT ELECTRICAL PERLOCATIONS SHOWN. ROUTEALL CONDUIT IN THE EXTERIORWALL.

NO CONDUIT IS TO PENETRATETHE ROOF.

12" M

IN. CONDUIT AS REQUIRED

SIGNAGE

NOT USED G

NOT USED B

RED THREAD DETAIL 3/4" = 1'-0" F

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

9.1 STOREFRONT MATTE BLACK

NATURAL STONE SEE I/A4.0

IDENTITY WOOD SEE I/A4.0

4.1 CROSSVILLE PORCELAIN STONE BASALT #AV225 (12" X24")GROUT: CUSTOM BUILDING PRODUCTS #60 CHARCOALPATTERN: HORIZONTAL STACKED BOND W/ 1/16" SPACING

1" EIFS

1

2

3

4

5

6

7

8

9

10

11

12

13

15

14

STANDING SEAM METAL "RED THREAD" FRIEZE BAND. REF. F/A4.0

NEW ENTRY TOWER WITH PORCELAIN TILE, STACKED PATTERN. RE: E/A5.0

INSTALL NEW STONE VENEER. RE: D/A5.0

EXISTING MTL GUTTER TO REMAIN, PAINT AS INDICATED.

INSTALL NEW STANDING METAL SEAM ROOF.

G.C. TO INSTALL NEW DOOR & FRAME. RE: A1.0 & A1.1

G.C TO INSTALL NEW SIDING. REF. C/5.0

ALL OUTSIDE CORNERS AT PORCELAIN TILE TO RECEIVE (SCHLUTER QUADEC,ANTIQUE BRONZE.)

STORE HOURS WINDOW VINYL.

SIGNAGE, REF. DETAIL J/A4.0 AND SCOPE OF WORK (UNDER SEPARATE PERMIT) G.C.TO PROVIDE BLOCKING & POWER AS REQUIRED. COORDINATE WITH SIGN VENDER.

EXISTING DOOR TO REMAIN, PAINT AS INDICATED.

PRE-FINISHED (CLEAR ANODIZED) DURO-GUARD METAL COMPRESSION SYSTEM.SEE DETAIL 9/A5.1

EXISTING C02 TANK, DO NOT PAINT.

16 EXISTING COLUMN STRUCTURE. G.C. TO COORDINATE NEW FINISHES WITH OWNER.

18 INSTALL SMOOTH CEMENT BOARD PANEL UNDER WINDOWS AND PAINT AS INDICATED.

17 INSTALL NEW WOOD TRIM. PAINT AS SCHEDULED.

19 G.C. TO CONSTRUCT NEW SADDLE ROOF. REF: A3.0

20 NEW LED LIGHT STRIP PROVIDED & INSTALLED BY SIGN VENDER. G.C. TO PROVIDEPOWER ON SAME CIRCUIT AS SIGNAGE.

21 NEW STOREFRONT WINDOWS. RE: 5/A1.1

NEW CUPOLA STRUCTURE W/ APPLIED WOOD SIDING, SHIPLAP W/ 12" REVEAL. RE: B/A5.0

EXISTING BRICK

1.1 IDENTITY WOOD PRODUCTS FRESH CRUST 1/2" REVEAL

22 NEW DRIVE THRU WINDOW. RE: 5/A1.1

3.0 DMI STANDING SEAM BRITE RED STANDING SEAM SIDING, 2" LOCKTONI HALE @ 931-456-3997

NOT USED NTS H

EXISTING ROCK TO REMAIN. GENTLY POWERWASH AS REQ'D TO ACHIEVE A NEW-LIKEAPPEARANCE.

11-17-20

14

15

2.4

±47'-4" 8'-4"

81.1

8 1.1

9

9

10

3.1

10

3.1

4 5.1

62'-5" 3'-7"

12

2 4.1

11120

33.211.2

20

33.211.2

22

2.4 17

9.1

±20'-8"T.O. PLATE

±26'-8"T.O. PLATE

±11'-10 1/2"T.O. TRUSS

0'-0"T.O. SLAB

±20'-8"T.O. PLATE

±26'-8"T.O. PLATE

±11'-10 1/2"T.O. TRUSS

0'-0"T.O. SLAB

±15'-9"T.O. TRUSS

11'-3"12'-0"

±9'-0"B.O. SOFFIT

18'-8

"

22

9.1

63.0

63.0

19

20

3 3.2

137 4.1

16

63.0

2.417TYP.

16

A4.1

EXTERIORELEVATIONS

FRONT ELEVATION 3/16" = 1'-0" B

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

NOTE - REFER TO KEYNOTES ON SHEET A4.0

FRONT ELEVATION 3/16" = 1'-0" A


11-17-20

12

24.1

8'-4" 11'-3"

81.1182.2

10

3.1

45.1

21

2.4 17

21

9.1

21

9.121

5.2 4

21

9.1

45'-7" 13'-9"

11120

33.211.2

20

33.2 ±20'-8"T.O. PLATE

±26'-8"T.O. PLATE

±11'-10 1/2"T.O. TRUSS

0'-0"T.O. SLAB

18'-8

"

6 3.0

5 2.5

16

7

19

182.2182.2 18 2.2

9TYP.

9TYP.

9TYP.

TYP.

2.4 17TYP.

2.4 17TYP.

FRONT ELEVATION 3/16" = 1'-0" A

A4.2

EXTERIORELEVATIONS

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.


11-17-20

SECTION THRU CUPOLA @ FRONT 3/4" = 1'-0" BWALL SECTION FOH 3/4" = 1'-0" D

DETAIL OF PEDIMENT SECTION 3/4" = 1'-0" CLED LIGHT STRIP DETAIL 1 1/2" = 1'-0" F

C5.0

2X6 CONT. LEDGER@ 16" O.C.

EXISTING CUPOLATO REMAIN

±2'-3"(SAME ALL FOUR SIDES OF ROOF STRUCTURE)

±2'-6"

EXISTING FRAMING TO REMAIN

6" SINGLE MEMBRANE ANODIZED ALUMINUMFASCIA BAR AND COVER FASTENED

TO VERTICAL WALL WITH MANUFACTURERSRECOMMENDED FASTENERS AT 6" O.C.

SIGN VENDOR PROVIDED/INSTALLED LEDLIGHT STRIP. MOUNT TO FACE OF COPING.

CONT. P.T. 2X6 INSTALLED ALONG TOPPERIMETER OF CUPOLA

6"

LED LIGHT STRIP MOUNTTO FACE OF COPING

2X4 STUDS TO ALIGN W/TRUSS BELOW

FLASHING BEHIND SIDINGONTO EXISTING ROOF

2X4 STUDS TO ALIGN W/ TRUSS BELOW

2X4 STUDS TO ALIGN W/EXISTING TRUSS BELOW

6" SHIP LAP SIDINGINSTALLED W/MANUFACTURERS TRIMPIECES

BRANDING WALL SECTION 1" = 1'-0" A

SECTION THRU TOWER 3/4" = 1'-0" E

SIMPSON H3 TYP.

SINGLE PLY ROOFINGMEMBRANE OVER 1/2" EXT.

GRADE PLYWOOD SHEATHING.

2 SIMPSON SDS WOODSCREWS @ EACHDIAGONAL MEMBER

2X6 WD. STD. TOALIGN WITH EX.TRUSS BELOW

SLOPE 1/12" PER FT.

SLOPE 1/4" PER FT.

EXISTING ROOFTO REMAIN

SLOPE : 1/12


FA5.0

SIM.

10"

±8'-0" V.I.F.

1/2" GYP. BD. ON 2X4STUDS @ 16'O.C.PROVIDE1/2"CEMENTITIOUS BD.TO28" A.F.F. ON TILE SIDEOF PARTITION. (TYP.)

WALL TILEFLOOR TILE

FLOOR TILE

BASE TRIM

WALL FINISHCF-M1

B-M2

T-M2T-M2

W-M3

WALL PAINTP-M2

2X4 STUD BRACING

1X2 TRIMST-M1

TR-M1

MOISTURE BARRIER

12" PLYWOOD SHEATHING

STONE VENEER -REFER TO SHEET A4.0 FOREXTERIOR FINISH SCHEDULE

EXISTING BRICK TO REMAIN

FLASHING, SEE 3/A5.1FOR INSTALLATION

EXISTING WEEP HOLESTO BE EXTENDED FORPROPER DRAINAGE OFSTONE VENEER

EXISTING ROOF STRUCTUREW/ NEW ASPHALT SHINGLES.REFER TO SHEET A3.0

SLOPE : 1/12


TOP OF NEWCUPOLA TOALIGN WITHEXISTING, TYP.

DOUBLE TOP PLATE (TYP.)

SIMPSON H3TYP.

58" DIA X 3" LAG

SCREW @ EA.TRUSS

EXISTING FOUNDATION

3A5.1

12"X24" TILE ON EXTERIORGRADE SUBSTRATE.CRITICAL:TILE INSTALLATIONPER ANSI A 108 AND THE TILECOUNCIL HANDBOOK

2X6 STUDS TO ALIGNWITH TRUSS BELOW

EXISTING FOUNDATION

2X6 BRACING@ 32" O.C.

EXISTING ROOFCONSTRUCTION TOREMAIN. SHOWNHATCHED

LED LIGHT STRIP MOUNT TOFACE OF COPING

4" SINGLE MEMBRANE ANODIZEDALUMINUM FASCIA BAR AND COVERFASTENED TO VERTICAL WALL WITHMANUFACTURES RECOMMENDEDFASTENS AT 6" O.C.

DURA-LAST ROOFMEMBRANE OVERROOFINGGRADE PLYWD WHITE

2'-0"

SLOPE 1/4" PER FT.

1/ 2" PLYWOODSHEATHING

2X6 WD. STD. @ 16"O.C.

SIMPSON H3 TYP.

SIMPSON H3 TYP.

2X6 WD. STD. @ 16"O.C.

EXTERIOR GRADE SUBSTRATE.

14A5.1

FLASHING PERMANUFACTURESRECOMMENDATION

FIBER CANT

(2) 2X6 TOP PLATE, P.T.

MOISTURE BARRIER

FA5.0

SIM.

6A5.1

1/ 2" PLYWOOD SHEATHING

MOISTURE BARRIER

MOISTURE BARRIER

EXISTINGCONSTRUCTION

1/ 2" PLYWOOD SHEATHING

NEW SADDLE ROOF.SEE A3.0

12"X24" TILE ONEXTERIOR GRADESUBSTRATE.CRITICAL:TILEINSTALLATION PER ANSIA 108 AND THE TILECOUNCIL HANDBOOK

4"

A5.0

WALLSECTIONS

11-17-20

PARAPET CAP 9

NOT USED

DURO-GUARD CORNERS/JOINTS N.T.S. 2

ENTRY DOOR SILL 3" = 1'-0" 7

ANODIZED ALUMINUM DOOR - SEEDOOR SCHEDULE

ADA COMPLIANT ALUMINUMTHRESHOLD - SET IN SEALANT

NOTE:SEE FLOOR FINISH PLAN FORFLOOR FINISHES

FINISH FLOOR OVER CONCRETESLAB

PRE-MOLDED EXPANSION JOINT

EXTERIOR @ T.O. SLAB 3" = 1'-0" 12

TOWER BASE 3" = 1'-0" 14

NOT USED

Step #2Welding skirts

Step #3Install clips

Step #1Gravel Stop/Drip Edge Corner

Fastening

Caulk

Joint clip

Duro-Last

8-inches on center maxDuro-Last fasteners

Field weld

Duro-Last sealant onone side of clip

Field weld tabs

Install corner piece first,then sections of Drip Edge.

One inch gap

One inch gap.

Factory weld

Note: Do not cut the skirt from either the edging or the corner.

1'-0

" CE

ME

NT

BD

.(T

YP.)

EL. 0'-0"T.O. SLAB

PLYWOODSHEATHING

SILL PLATE

CONCRETE SLAB

ANCHOR BOLTS

BATT INSULATION(R-19)

SUBSTRATE -SEE SHEETA1.0

5/8" CEMENT BD.

BASE AND TILE AS SCHEDULED

WEATHER PROOFPLYWOOD

5A9.0

1/2" CEMENT BOARD

FLASHING

EXHAUST FAN CURB 1-1/2" = 1'-0" 18

EXHAUST FAN CURB N.T.S. 19

SLEEPER SUPPORT 1-1/2"=1'-0" 20

NOT USED

5/8" CDX PLYWOOD

8" M

IN.

CAP SHEET OVER TOP OFSLEEPER EXTEND DOWNSIDES BY 2"

NOTE:SET SUPPORTS ON SOLID NON-RIBBEDNEOPRENE, AND SECURE LAG BOLTSTHROUGH STEEL/NEOPRENE WASHER

MIN. 24 GA. G.I. CAP FLASHINGSECURE W/ SCREW THRUSTEEL/EPDM WASHER AS NEEDEDFOR PROPER SECUREMENT(4 SIDES)

BASE FLASHING

ROOFING MATERIAL

2x6 @ 16"O.C.

(2)2x12, RIP FOR LEVELPLATFORM

SCHEDULE ROOF DECK andROOF OPENING SUPPORT

STANDARD CURB BASE,FASTEN PER MFR'SRECOMMENDATIONS

ELECTRICAL CONDUIT

GALVANIZED NAILS @6" O.C.

PREFABRICATED CUSTOMCURB FLASHING

ROOFING MATERIAL

(2) TAPERED 2x12 WDCURB OVER 2xSECURED TO DECK

8" M

IN.

NOTE:EXHAUST FAN SHALLBE LEVEL WITHIN 1/8"OVER WIDTH OFCURB

SCREW THRU NEOPRENEWASHER , 3 PER SIDE

SCHEDULE ROOF DECK andROOF OPENING SUPPORT

SCHEDULE ROOFDECK and ROOFOPENINGSUPPORT

40" M

IN.

MIN. 16 GA. WELDED DUCT

SHEET METAL COUNTER FLASHING-WRAPS TOP & OUTSIDE OF CURB,EXTENDING OVER BASE FLASHING

DUCT WRAP - SEE MECHANICAL

NOTE:EXHAUST FAN SHALL BELEVEL WITHIN 1/8" OVERWIDTH OF CURB

SEAL WITH APPROVED MATERIAL

NEMA 3R FUSED DISCONNECT,MOUNT TO HINGED BASE, SEE ELEC.

PRE-FABRICATED VENTILATED CURBEXTENSION

HINGED BASE FOR SERVICING/CLEANING.

KITCHEN HOOD EXHAUST FAN

PREFABRICATED GALV. STEEL CURBW/ INSULATION

NOT USED

NOT USED N.T.S. 1

TYP. E.I.F.S. BASE TERMINATION N.T.S. 4

WOOD STUD WALL FRAMING

SUBSTRATE

MFR. APPROVED JOINT TREATMENT

WATER PROOF COATING FOR WALLSHEATHING

VERTICAL ADHESIVE DRAINAGETRACK

FOR HIGH IMPACT MESH LOCATIONSAS SPECIFIED ON THE EXTERIORELEVATIONS:BASE COAT W/ 20 OZ. HIGH IMPACTMESH TO BE APPLIED FROM THESTARTER TRACK TO HEIGHTSPECIFIED.

STARTER TRACK W/ WEEP HOLES

6" WIDE X 20 MIL BARRIERMEMBRANE LAPPED ONTOFOUNDATION. PLACE PRIOR TOPLACING ADJACENT PAVING

FINISH COAT, SEE FINISH SCHEDULE

INSULATION W/ 45 DEGREECHAMFER ALONG BOTTOM EDGE

BASE COAT W/ 4.5 OZ. STANDARDMESH TO BE APPLIED THROUGHOUT

E.I.F.S. FLASHING TAPE

PATH OF MOISTURE FROM BEHINDEIFS

MINIMUM DISTANCE FROM:- WALK-WAY = 1"- FINISHED GRADE = 6"

CO

NTI

NU

OU

S S

ILL

GA

SK

ET 1" E.I.F.S.

EXISTING BRICK TO REMAIN

SHEATHING

(2) LAYERS WRB

LATH

MORTAR SCRATCH COAT

MORTAR SETTING BED

STONE VENEER

EXTEND WEEP HOLES INEXISTING LOCATIONSWHERE OCCURS

STONE VENEER INSTALLATION N.T.S. 3

FLASHING

NOT USED

ROOF FLASHING DETAL N.T.S. 6

SLATE TILE

MOISTURE BARRIER

SHEATHING

VALLEY FLASHING

MOISTURE BARRIER

NEW STANDING SEAMMETAL ROOF

PRE-MOLDEDEXPANSION JOINTS

EL. 0'-0"TOP OF SLAB

SLATE TILE

1/2" PLYWOODSHEATHING

FLASHING

1/2" CEMENT BOARD

A5.1

EXTERIORCONSTRUCTION

DETAILS

3/4"

3

6

NOTES

1 THE USE OF THIS NAILER IS NOT TO EXCEED A2-INCH PER 12-INCH SLOPE

2 A WOOD NAILER IS REQUIRED IF ONE OR MOREINCHES OF INSULATION IS USED. TOP OF WOODNAILER IS TO BE FLUSH WITH TOP OFINSULATION. BE SURE THAT THE WOOD NAILEREXTENDS AT LEAST 1/2" INCH BEYOND THEHORIZONTAL EDGE OF THE SNAP-ON BASE.

3

4 ALLOW FOR 1/8 - INCH EXPANSION GAPBETWEEN 10-FOOT LENGTHS OF SNAP-ON BASE.OVERLAP THE SNAP-ON COVERS BY 2-INCHESBETWEEN 10-FOOT LENGTHS.

5 WHEN INSTALLING THIS DETAIL WITH A 6-INCHOR GREATER VERTICAL SURFACE, ADDITIONALMECHANICAL ATTACHMENT IS REQUIRED ONTHE SNAP ON BASE.

9

FASTEN 6-INCHES ON CENTER WITH 1 1 /4-LONGROOFING NAILS. INCREASE FASTENER SPACINGTO 3-INCHES ON CENTER AT THE CORNERS OFTHE ROOF (10'-0" MIN.). FASTENERS SHALLPENETRATE NAILER A MIN. OF 1-INCH.

1 2

6 ROOF MEMBRANE

7 SNAP-ON BASE

7

8

8 FACTORY PAINTED COMPRESSION METAL COVER

3

4

4

5

MEMBRANE SHOULDEXTEND BEYONDWOOD NAILER BY AMIN. OF 1-INCH

THE USE OF THIS DETAIL IS NOTALLOWED ON FULLY ADHEREDINSTALLATIONS

CONTACT LEE COBB WITHDUR0-LAST AT 800-434-3876FOR QUESTIONS ABOUT THE 2PIECE SNAP ON TRIM.

MEMBRANE WELD PER MANUFACTURER.

9

6

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

11/16/2020

TDG #: 200-358

11.16.2020

ARCHITECT





FROM THE ARCHITECT.

11-17-20

ENLARGED RESTROOM PLAN 3/8"=1'-0"

MEN

A6.0

3

2

1

4

WOMEN

NOTES:1. SEE SHEET A2.0 FOR EQUIPMENT KEYNOTES2. SEE SHEET ADA1.0 FOR ACCESSIBILITY REQUIREMENTS

2- 1/4"x3' EXPANSION ANCHORS ATMASONRY OR CONC. WALL 2- #10x2"SCREWS AT WOOD OR STEEL STUDWALL-TYP.

2"x6" BLOCKING AT WOOD STUD WALLS(OMIT BLOCKING AT MASONRY ORCONC. WALL) - TYPICAL

A

GRAB BAR SHALL BE 1-1/2" MAX.,OUTSIDE DIA.- TYPICAL

1 1/2"

AND1/8"x3" DIAMETER MOUNTING1/8"x2" BENT PLATE WELDED TO RAIL

PLATE @ 4'-0"

CLR.

GRAB BAR 3" - 1'-0" B

℄

B-2

42B

-265

B-2

95N

-134

B-300

17" MIN18" MAX

℄

B-305B-275B-410

2 13

4"4'

-8"

9'-0

"

W-M5

℄

W-M5W-M5

NOT USED N.T.S. D NOT USED N.T.S. C

F-452

F

RESTROOM ELEVATIONS 3/8"=1'-0" E

6'-3" 4'-712"

14'-7

1 4"71 4"

14'-7

1 4"

33 4"

3'-0

"1'

-21 2"

20'-9

1 4"1'

-13 4"

3'-0

"

21 2"

B-2

42B

-265

B-2

95N

-134

B-2

42B

-265

B-2

95N

-134

B-2

42B

-265

B-2

95N

-134

F-452B-300

B-305B-275B-410

5'-1

01 2"2'

-3"

℄5'

-101 2"

2'-3

1 4"℄

℄

17" MIN18" MAX

℄

4'-612"6'-4"

10'-6"

2'-1

0"

F-452

9'-0

"

W-M5

A6.0

1

2

5

6

O.H.

O.H.

5

W-M5

F-452

4"4'

-8"

9'-0

"

W-M5

RESTROOM ELEVATIONS 3/8"=1'-0"

17" M

AX

A6.0

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

ENLARGEDRESTROOM

PLAN &ELEVATIONS

11-17-20

CUSTOMER 3/8"=1'-0"

VESTIBULE 3/8"=1'-0"

CUSTOMER 3/8"=1'-0"

1

4

7

DINING 3/8"=1'-0" 5

B-M2

W-M3

P-M2

6"

EQ. EQ.

A/A

5.0

TYP

.CF-M1

P-M2 P-M2

B-M2

4"7'

-2"

TV

2"

P-M2

ST-M1

ST-M1

ST-M1

TR-M1

TR-M1

TR-M1

4"7'

-2"

B-M2

CF-M1

5

CUSTOMER 3/8"=1'-0" 2

W-M5OPEN TOKITCHENBEYOND

OPEN TODINING

BEYOND

SET BACK

9'-0

"

2'-1

0"

SET FORWARD

2'-1

0"

CL-M2

P-M2

ST-M1

CF-M2B-M2

W-M5

CT-M1

9'-0

"

2'-1

0"

16A11.0

B-M2W-M1

CL-M2

P-M2

ST-M1

W-M3

TR-M1

5

9'-0

"

2'-1

0"

OPEN TOKITCHENBEYOND

W-M5P-M2

B-M2W-M1

ST-M1

CUSTOMER 3/8"=1'-0" 3

2'-1

0"

B-M2W-M1

ST-M1P-M2

P-M2

9'-0

"

DINING 3/8"=1'-0" 62'

-10"

B-M2W-M1

ST-M1

P-M2

10'-0

"P-M2

B-M2W-M1

ST-M1

P-M2

ST-M1

P-M2

B-M2W-M1

2'-1

0"

10'-0

"

2'-1

0"

10'-0

"

B-M2W-M1

ST-M1

P-M2P-M2

2'-1

0"

10'-0

"

VESTIBULE 3/8"=1'-0" 8VESTIBULE 3/8"=1'-0" 9VESTIBULE 3/8"=1'-0" 10

CL-M2

B-M2W-M1

16A11.0

16A11.0

16A11.0

CT-M1

CF-M2B-M2

3

5'-5

"

℄

EQ.

5'-5

"

℄

EQ.

B-M2W-M1

ST-M1

2

EQ.

5'-5

"

℄

EQ.

3

5'-134"

EQ. EQ.

3

P-M2P-M2

P-M2 ℄

℄ ℄ ℄

CL-M2

16A11.0

CL-M2 CL-M2 CL-M2 CL-M2

A7.0

INTERIORELEVATIONS

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

11-17-20

DINING 3/8"=1'-0"

HALLWAY 3/8"=1'-0"

DINING 3/8"=1'-0"

1

3

5

DINING 3/8"=1'-0" 2

HALLWAY 3/8"=1'-0" 4

B-M2W-M1

CL-M2

P-M2

B-M2W-M1

P-M2

ST-M1

TV(SHOWN AT

ANGLE)

A

ST-M1

TV(SHOWN AT

ANGLE)

A

2'-1

0"

1'-6

"5'

-3"

B-M2W-M1

CL-M2

P-M2

P-M2

ST-M1

TV(SHOWN AT

ANGLE)

A

TV(SHOWN AT

ANGLE)

A

2'-1

0"

B-M2W-M1

ST-M1

TV(SHOWN AT

ANGLE)

A

2'-1

0"

P-M2

P-M2

1'-6

"5'

-3"

5'-5

"

℄

EQ.

3

EQ.℄

EQ.

3

5'-6"℄

3

5'-6"℄

5'-5

"

℄

3

EQ.℄

P-M2

10'-2"

3

6'-0"℄

3

6'-0"℄

5'-5

"

℄

3

℄

P-M1

2'-1

0"

16A11.016

A11.0

16A11.0

16A11.0

P-M3

2'-1

0"

B-M2W-M1

ST-M1

P-M2

16A11.0

CL-M2 CL-M2

B-M2W-M1

ST-M1

P-M2

CL-M2

RE

: A9.

0

RE

: A9.

0

RE

: A9.

0

RE

: A9.

0

RE

: A9.

0

A7.1

INTERIORELEVATIONS

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

11-17-20

2'-1

0"

B-M2W-M1

ST-M1

P-M2

EQ.

3

5'-4"℄

3

5'-4"℄

5'-5

"

℄

3

EQ.℄

PARTY 3/8"=1'-0"

HALLWAY 3/8"=1'-0"

PARTY 3/8"=1'-0"

1

3

5

PARTY 3/8"=1'-0" 4

PARTY 3/8"=1'-0" 2

HALLWAY 3/8"=1'-0" 6

P-M3

TV

2'-1

0"

1'-6

"5'

-3"

B-M2W-M1

ST-M1

B-M2W-M1

ST-M1

B-M2W-M1

ST-M1

P-M2

P-M2

2'-1

0"

RE

: A9.

0

2'-1

0"

P-M2P-M2

P-M23

5'-0"℄

5'-5

"

℄

EQ.

3

℄

EQ.

5'-5

"

℄

3

EQ.℄

3

6'-6"℄

EQ.

2'-1

0"

9'-0

"

B-M2W-M1

ST-M1

P-M2

SET BACK SET BACK

P-M3P-M3

6'-0

"

℄

P-M3

9'-0

"

2'-1

0"

B-M2W-M1

ST-M1

P-M2

P-M2P-M2

16A11.0

16A11.0

16A11.0

16A11.0

16A11.0

16A11.0

CL-M2 CL-M2

CL-M2CL-M2

CL-M2 CL-M2

EQ.

EQ. ℄

RE

: A9.

0R

E: A

9.0

RE

: A9.

0

A7.2

INTERIORELEVATIONS

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

11-17-20

COOLER

6

WOMEN'S

B-M3

T-M2

1

MEN'S

B-M3

T-M2

1

DINING

TM-2

B-M2

1

LOBBY

T-M2

1

B-M2

4

W-M3

3

5

2

P-M3

P-M3

P-M3

FRP-M

2

HALL

T-M2

1

B-M2

PARTY

TM-2

B-M2

1

COOLER

44

2

P-M3

P-M3

7

W-M3

3

W-M3

3

VESTIBULE

T-M2

1

B-M2

KITCHEN

6

FRP-M

7

STORAGE

MECHANICAL

OFFICE

FOOD PREP

6

FRP-M

7

6

FRP-M

7

6

FRP-M

7

DISHWASH

6

FRP-M

7

6

FRP-M

7

FOOD PREP

HALL

T-M2

1

B-M2

KITCHEN

6

FRP-M

7

EXISTING TILE

SCHLUTER RENO-TK,BRUSHED STAINLESSSTEEL # T9/25E, 1/2" HIGH

TILE

+/- 1/4"THINSET

FASTENTRANSITION TOFLOOR

KEY NOTES B

FINISH NOTES C

SEE SPECS FOR PAINTING, GYPSUM BOARD AND TILE.

DENOTES FINISH MATERIAL. REFER TO SHT A8.1 FOR FINISHES.

TILE JOINTS (U.O.N.):1. FLOOR TILE2. FLOOR FINISH TILE3. BASE, TRIM AND ACCESSORIES: MATCH ADJOINING TILE UNITS

FLOOR TILE JOINTS SHALL MATCH UP WITH SLAB JOINTS.

ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN RADIUS.

PROVIDE CLEAR SILICONE CAULK WHERE FRP STOPS AT TOP OF COVE BASE.

PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS /EQUIPMENT ABUTS WALL SURFACE.

ALL INTERIOR FINISHES SHALL HAVE CLASS 1 FIRE RATING.

A.

B.

C.

D.

E.

F.

G.

H.

6

B-#

F-#

FLOOR FINISH PLAN 1/4"=1'-0" A

A8.0

FLOORFINISH PLAN

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

NOTES:1. REFER TO EXTERIOR ELEVATIONS (A4.0 & A4.1) FOR EXTERIOR

FINISHES, AND ROOM FINISH SCHEDULE (A8.1) FOR INTERIORFINISHES.

G.C. TO INSTALL NEW FLOORING & BASE, AS SHOWN.RE: A8.1 FOR FINISH SCHEDULE.

LINE OF FLOOR FINISH TRANSITION - REF. DETAIL 6/A11.0 & D/A8.0.

INSTALL NEW TILE ON WALL WHERE VISIBLE TO CUSTOMERS.

INSTALL NEW WINDOW BLINDS AT SOUTH AND WEST FACINGWINDOWS ONLY. REF: 5/A1.1 FOR WINDOW TYPE

START POINT FOR FLOOR TILE.

KITCHEN TO RECEIVE FRP ON WALL SURFACES.

G.C. TO VERIFY KITCHEN FLOOR TILE IN LIKE-NEW CONDITION. IF NEWFLOOR FINISH REQUIRED, G.C. TO COORDINATE WITH CONSTRUCTIONMANAGER.

1

2

3

4

5

FLOOR TRANSITION D

NOT USED E

7

11-17-20

A8.1

FINISHSCHEDULES

ROOM FINISH NOTES D

INSTALL FRP PANELS ON WALLS FROM TOP OF TILE BASE TO BOTTOM OF CEILINGGRID EXCEPT WHERE CERAMIC TILE IS INDICATED. INSTALL FRP ON KITCHEN SIDEOF SERVING COUNTER WALL.

GALV STEEL WALL AND CEILING FINISHES BY WIC / WIF BOX MFR.

REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND FRP.

FOR FINISH LOCATIONS REFER TO:SHEETS A4.0 & A4.1 - EXTERIOR ELEVATIONSSHEET A8.0 - FLOOR FINISH PLANSHEET A9.0 - REFLECTED CEILING PLANSHEETS A7.1 - INTERIOR ELEVATIONS

ALL INTERIOR FINISHES SHALL HAVE CLASS 1 FIRE RATING.

ALL STAINED WOOD TRIM TO BE RED OAK, RIFT SAWN.

1.

2.

3.

4.

5.

6.

ROOM FINISH SCHEDULE LEGEND ANATIONAL ACCOUNT PRICING-CONTACTS C

FLOORS

DESCRIPTION DESCRIPTION

WALLS

DESCRIPTION

CEILINGS

DESCRIPTION

DECOR

DOORS/TRIM

DESCRIPTION

ALTERNATE/NOTES ALTERNATE/NOTESALTERNATE/NOTES NOTES

ALTERNATE/NOTES

SYM SYM SYM SYM

SYM

DESCRIPTIONSYM

WALL BASE

ALTERNATE/NOTES

NOTE:CONTRACTOR SHALL REQUEST"PIZZA HUT NATIONAL PRICING"WHEN ORDERING MATERIALS

MFR.:TYPE:COLOR:

T-M1 CROSSVILLEPORCELAIN TILEGREY MINGLE R001

SIZE: CROSS TREAD 8" x 8"GROUT: POLYBLEND GROUT #60 CHARCOAL

CL-M1 GYPSUM LAY IN PANEL

WHITE

ITEM:

COLOR:

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

W-M4 MARLITE SYMMTRIX FRPSUBWAY 36C 100-G63 WHITE

ITEM:MFG.:COLOR:

ARMSTRONGBETH RINEHART800-442-4212

BLIND EXPRESS, INC.LEE ASKENAS30 Mansell Court, Suite 108Roswell, GA 30076P: 770-664-1688F: [email protected]

CROSSVILLEPEGGY BUSH931-456-3955

DALTILEBONNIE [email protected]

ECO-LABNATE DAMRO3309 MATRIX DRIVEphone: 651-293-4205

MARLITE800-377-1221

MILLUSIONSSTAN [email protected]

GLEN GERY BRICKAL [email protected]

WILSONART INTERNATIONAL, INC.TERESA [email protected]

MDC WALLCOVERINGSBRUCE [email protected]

MFR.:TYPE:COLOR:

B-M1 CROSSVILLETILE COVE BASEGRAY MINGLE

SIZE: 6" x 8"GROUT: POLYBLEND GROUT #60 CHARCOAL

MFR.:TYPE:COLOR:

B-M2 ARMSTRONGVINYL COVE BASEJET BLACK

SIZE: 4"

MFR.:TYPE:COLOR:

B-M3 FLORIDA TILEPORCELAIN TILEFTI-SWT10-BEIGE

SIZE: 4" X 4" COVE BASEGROUT: CUSTOM BUILDING PRODUCTS POLYBLEND

1/8" #185 NEW TAUPE

FOH CHAIR RAIL & TRIMMFR.:TYPE:COLOR:

ST-M1 SHERWIN WILLIAMSINTERIOR SEMI-TRANSPARENT STAIN"WEATHERED TEAK" - #SW3134-KOAK WOOD

MFR.:TYPE:COLOR:

T-M2 FLORIDA TILEPORCELAIN TILEFTI-PH1-CR

SIZE: 6" X 24"GROUT: CUSTOM BUILDING PRODUCTS

#540 TRUFFLE 1/8" GROUT LINES

NOTES:1. RUNNING BOND PATTERN2. TILE PATTERN TO BE PARALLEL WITH

FRONT DOOR

MFR.:TYPE:COLOR:

C-M1 SHAW CARPET TILEPIZZA TILE#800F7

NOTES:1. QUARTER TURNED PATTERN

MOHAWK GROUP CARPET TILE7969 STRIKE ZONE, LEAD OFF QB338

MFR.:TYPE:COLOR:

P-M1 SHERWIN WILLIAMSSEMI-GLOSS ENAMEL"GREY CLOUDS" - #SW7658

LOBBY/RESTROOM DOORS & FRAMES

MFR.:TYPE:COLOR:

P-M2 SHERWIN WILLIAMSSEMI-GLOSS ENAMEL"MACADAMIA" - #SW6142

FINISH: LIGHT STIPPLE

MFR.:TYPE:COLOR:

P-M3 SHERWIN WILLIAMSSEMI-GLOSS ENAMEL"BLACK FOX" - #SW7020

TWO COATS MINIMUM.

1. WALLS TO HAVE MINIMUM LEVEL 4 FINISH ANDONE COAT PRIMER.2. ADDITIONAL 2 WEEK LEAD TIME FORPERFORATIONCONTACT: FREDDY ORTIZ 718-391-5452

MFR.:TYPE:COLOR:

W-M1 WOLF GORDONVINYL WALLCOVERINGRAMPART #GOH11258720 "WALNUT"PERFERATED (INSTALLED VERTICALLY)

KITCHEN DOORS & FRAMES

NOTES: RUNNING BOND PATTERNORDER: G36 RUNNING BONDINSTALL: RUN 4X8 SHEETS OR 4X10 SHEETSHORIZONTALLY WITH SILICON SEALANT SEAMJOINTS (NO METAL MOLDINGS)

MFR.:TYPE:COLOR:

W-M3 FLORIDA TILEPORCELAIN TILEFTI-G412-RED GLASS

SIZE: 4" X 12"GROUT: CUSTOM BUILDING PRODUCTSNON-SANDED POLYBLEND #185 NEW TAUPE 1/8"

MFR.:TYPE:COLOR:

W-M5 FLORIDA TILEPORCELAIN TILEFTI-SWT10-BEIGE

SIZE: 4" X 8"GROUT: CUSTOM BUILDING PRODUCTS POLYBLEND

#185 NEW TAUPE 1/8"

NOTES:RUNNING BOND PATTERN

MFR.:TYPE:COLOR:

P-M5 SHERWIN WILLIAMSSEMI-GLOSS ENAMEL"FOOTHILLS" - #SW7514

FINISH: LIGHT STIPPLE

SIZE: 1/2" X 24" X 48"WHITE VINYL W/ STIPPLE PATTERNPRODUCT:

MFR.:TYPE:COLOR:

P-M1 SHERWIN WILLIAMSSEMI-GLOSS ENAMEL"GREY CLOUDS" - #SW7658

KITCHEN DOORS & FRAMES

LOBBY/RESTROOM DOORS & FRAMESMFR.:TYPE:COLOR:

P-M3 SHERWIN WILLIAMSSEMI-GLOSS ENAMEL"BLACK FOX" - #SW7020

FOH CHAIR RAIL & TRIM

MFR.:TYPE:COLOR:

B-M2 ARMSTRONGVINYL COVE BASEJET BLACK

SIZE: 4"

MFR.:TYPE:COLOR:

CT-M1 WILSONARTSOLICORLINEN D427-60

(THRU-COLOR PLASTIC LAMINATE)

MFR.:TYPE:COLOR:

CT-M2 WILSONARTPLASTIC LAMINATESLATE GREY D91K-18

DARK OPTION:

MFR.:TYPE:COLOR:

CT-M3 WILSONARTLAMINATESALENTINA NERO 1864K-55

MFR.:TYPE:COLOR:

CF-M1 TERRI MAIRECLAIMED TEAK METROWIRE WHITE

MFR.:TYPE:COLOR:

CF-M2 FORMICA LAMINATEMDF SOLIDZ7812-58 MATTE FINISH

MFR.:TYPE:COLOR:

CF-M3 WILSONARTLAMINATE1595-60 BLACK

MFR.:TYPE:COLOR:

SP-M1 KRYLONCOLOR MASTER PAINT + PRIMERBRUSHED METALLIC, OIL RUBBED BRONZE

FINISH: SATIN (FOR REFINISH OF BUFFET BRASS FRAMES)

MFR.:TYPE:COLOR:

ST-M2 SHERWIN WILLIAMSS64B30 WIPING STAINBLACK

MFR.:TYPE:COLOR:

TR-M1 SCHLUTER SYSTEMSRONDEC 100 ATNICKEL ANODIZED ALUMINUM TRIM

MFR.:TYPE:COLOR:

WB-1 BLINDS EXPRESSSHEERWEAVE#4100 EBONY

MFR.:TYPE:COLOR:

W-M2 GLEN-GERYTHIN BRICK 1/2"MILWAUKEE, RUNNING BOND PATTERN

SIZE: 1/2" X 2 1/4" X 7 5/8"MORTAR: NATURAL GREY PIPED, ROUGH RAKED

NOTES: SEAL BOTTOM 3 COURSES W/ STANDOFFSTONE, TILE & MASONRY PROTECTORALT. - CERAMIC TECHNICS, LTD. CUMBERLANDAND MOLD BRICK "WRIGLEY" GROUT: 1/4" CUSTOMBLD. PRODUCTS POLYBLEND #185 NEW TAUPE

MFR.:TYPE:COLOR:

FRP-M MARLITEMFR NO: P-100WHITE

MARLITECUSTOMER SERVICE

800.377.1221www.marlite.com

*

NOTES: RUNNING BOND PATTERN

MFR.:TYPE:COLOR:

P-M4 SHERWIN WILLIAMSSEMI-GLOSS ENAMEL"PURE WHTIE" #SW7005

BUFFET RESKIN

COUNTER TOPS

ATL.:WILSONART #9196RS YUKON RIVERSTONE(SOLID SURFACE)

COUNTER FACE

ATL. - ASI INTERWOVEN ECO-PANELSWPVEP042

COUNTER TOPS / WINDOW SILLS

DARK OPTION ATL.:WILSONART #9201GS HOT STONE(SOLID SURFACE)

BUFFET TOE KICK RESKIN

BUFFET BASE RESKIN

BUFFET SNEEZE GUARD RE-FINISH

TRIM AT BRANDING WALL

CONTACT: [email protected]

MFR.:TYPE:COLOR:

ST-M1 SHERWIN WILLIAMSINTERIOR SEMI-TRANSPARENT STAIN"WEATHERED TEAK" - #SW3134-KOAK WOOD

AWNEX (AWNING CONTR.)TREY [email protected]

FLAME SPREAD: CLASS A RATING








CL-M2 GYPSUM LAY IN PANEL

WHITE

ITEM:

COLOR:SIZE: 1/2" X 24" X 24"

FROST CLIMA PLUSPRODUCT:

MFG: USG

v

L-422

L-422

L-422

L-417

L-417

L-422L-422

L-422L-422

L-422L-422

L-422L-422

L-422 L-422 L-422

L-538

L-538

L-538

L-02

5 (1

)L-

536

L-53

6L-

536

L-422

L-53

6

L-422L-422L-422

L-422

L-422

L-422

L-422

L-422

L-422

L-422

L-422

L-422L-422L-422

L-422

L-422L-422L-422

L-422

L-422L-422L-422

L-422

L-422L-422L-422

L-422

L-422

L-422

L-422

L-422

L-422

L-422

L-422

L-417

L-417L-417

L-417L-417

L-417 L-417 L-417

L-417

L-417

L-417

L-417

L-417 L-417L-417 L-417

L-417

L-417

L-540

L-417 L-417L-417 L-417

L-526 (1)

L-417

L-527

L-417

L-417L-417

L-540

L-540

L-528

L-528

L-528

L-528

L-527

L-XX1

L-528

L-XX1

L-527

L-528L-527

L-528L-527

L-528L-526

L-020

L-020

L-020

L-020

L-020

L-020

L-020

L-020

L-020 L-020

L-020L-020

L-020

L-020

L-020

L-020

L-020

L-020

L-020

L-020L-020

L-020

L-528L-XX1

L-528L-XX1

L-528L-XX1

L-528L-XX1

L-528L-XX1

L-528L-526

L-528L-527

L-528L-527

L-528L-527

L-422

L-422

L-422

EQ. EQ.

2'-0

"5

106

16

106

12TYP.

63

46

8

8

2

MEN

COOLER

KITCHEN

KITCHEN

PARTY

LOBBY

12TYP.

12TYP.

12TYP.

8

EQ

.

℄

6'-0

"

℄

EQ

.

2'-512"

2'-0"2'-0"

4'-0

"

2'-1

"

℄℄

℄

6'-812"℄

EQ. EQ.

4'-0

"

℄

8

2'-0"

℄4'-8

"℄

5'-1

0"

2

2

2

2

2

2

TYP.

16TYP.

16TYP.

16TYP.

21

21

21

7

COOLER

63

DINING

13

15

15

15

OFFICE

MECHCANICAL

2'-6

"

3'-6"

STORAGE

106

13

13

1'-6

"

2

2

4'-3

3 4"

19

6'-0

"

4'-0

"

5'-2

"4'

-0"

1'-6

"4'

-0"

2'-0"

℄

℄

17'-614"

5'-1112"6'-0"

2'-0

"

℄℄℄

℄

11'-7

3 4"6'

-6"

1'-8"

℄

℄

℄

DISHWASH FOOD PREP

15

1

1

1

9'-0

"

℄

2

22

2

2

26'

-0"

10'-0

"

℄2'-0"

5'-1

3 4"4'

-0"

1'-4

"

2'-0"

℄

4'-0

"1'

-4"

4'-0

"

EQ.EQ.

2

2

2

20

VESTIBULE

4

WOMEN

HALL

8

8

8

TYP.

TYP.

TYP.

TYP.

TYP.

6

8

8

8

101813

14

4614

4614TYP.

TYP.

TYP.

14

14

63

15TYP.

14

63

15TYP.

14

64

15TYP.

1414

1516

22

22

22

22

22

P-M4

EXIST. EXIST. EXIST.

CL-M2

9'-0"

CL-M2

9'-0"

CL-M2

9'-0"

CL-M2

CL-M2

CL-M2

CL-M2

9'-0"

CL-M2

9'-0"

CL-M1

9'-0"

CL-M1

9'-0"

CL-M1

9'-0"

CL-M1

9'-0"

17

17

23

23 HALL

3

10'-0"

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

TRACK LIGHTING

REFLECTED CEILING PLAN NOTES E

ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES INCLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT.ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX.ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRICLOADS, 2° MAX.INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONSOF HANGERS WITH RELATED WORK.SEE SPECS FOR ADDITIONAL INFORMATION.

SUSPENDED CEILING:A.

B.C.

D.

E.

NEW PENDANT LIGHT - CENTER OVER TABLE TOP

NEW TRACK LIGHTING. RE: ELECT.

INSTALL NEW 2X2 LAY-IN CEILING GRID AND TILEAT MAXIMUM HEIGHT POSSIBLE.

INTSALL NEW 2X2 CEILING GRID AND TILE ATEXISTING HEIGHT.

BRACE PLATE OF BRANDING WALL. PAINT ASSCHEDULED.

INSTALL NEW HVAC GRILLS & DIFFUSERS. PAINTTO MATCH CEILING. TO REMAIN IN APPROX.EXISTING LOCATION.

NEW PENDANT LIGHTING CENTERED OVER FRONTCOUNTER.

INSTALL NEW EXIT SIGNS & LIGHTS. RE: ELECT.

EXISTING HVAC EQUIPMENT TO REMAIN. PAINT TOMATCH ADJACENT CEILING. RE: MECH.

INSTALL NEW KITCHEN GRADE 2X4 CEILING GRIDAND TILE.

NOT USED

2

3

4

5

6

7

8

9

10

1

REFLECTED CEILING PLAN 3/16"=1'-0" A

A9.0

REFLECTEDCEILING PLAN

LIGHTING FIXTURE SCHEDULE D

EXIT LIGHT

(WALL MOUNTED)EXIT LIGHT

(CEILING MOUNTED)

DOWNLIGHT

PENDANT FIXTUREHVAC SUPPLY DIFFUSER

HVAC RETURN GRILLE

EXHAUST FAN

12

13

14

16

17

LINE INDICATES EDGE OF ROOF OVERHANG. PAINT 2.5, RE: A4.0.

INSTALL NEW 2X4 LED LIGHT FIXTURES.

INSTALL NEW 6" LED CAN LIGHT AS SHOWN.

INSTALL NEW SPEAKERS. PAINT TO MATCH CEILING.

INSTALL NEW EXTERIOR CAN LIGHTS UNDER ROOF EAVE.

INSTALL NEW EXHAUST FANS. REF. MECHANICAL SHEET

EXISTING GYP BD CEILING TO REMAIN. PATCH/REPAIR ASREQUIRED. PAINT P-M4

LINE INDICATES ROOF GUTTER. PAINT AS SCHEDULED, RE: A4.0

G.C TO INSTALL NEW 60" TV, CONCEAL WIRING.

G.C TO INSTALL NEW 48" TV, CONCEAL WIRING.

RELOCATED DIFFUSER. PAINT TO MATCH ADJACENT CEILING.

NEW SOFFIT. PAINT AS SCHEDULED. RE: A7.0 & A7.1

L-419

L-422

L-425

L-428

L-465

L-484

L-485

L-486

L-519

L-526

L-527

L-528

L-536

L-537

L-538

L-539

L-540

L-541

L-545

NO. DESCRIPTION

2X4 LED TROFFER, DAY-BRITE #2TG-48L-840-4-FS-02F-UNV, 120-277V, 4800 LUMENS,80CRI,4000K,PATTERN 12,.100" NOMINAL DIFFUSE 50% LENS, 45WL-020

8' TRAC SYSTEM,WHITEL-025

TRAC HEAD,UNIVERSAL,PH,JUNO #R541BL,DRAWN STEEL HOUSING W/STEEL YOKE,MEDIUM BASE PORCELAIN SOCKETW/NICKEL PLATED COPPER SCREW,HEIGHT 3.625"X LENGTH 2.375,11WPAR30 LED LAMP (INCLUDED) FINISH:BLACK

L-416

L-417 6" LED DOWNLIGHT - PH,#00395017CT6FBRC612W,6" LED DOWNLIGHT,800LUMEN,27K,120V,E26 EDISON BASE, BLACK TRIM,NEW CONSTRUCTION HOUSING, 12W

TRACK LIVE END FEED,BLACK. CENTER OVER COUNTER (WHERE APPLICABLE)L-418 4' TRAC SYSTEM,BLACK. CENTER FIXTURE OVER COUNTER (WHERE APPLICABLE)

6" LED DOWNLIGHT - PH,#00395017RC612W,6" LED DOWNLIGHT,800 LUMEN, 2700K,EDISON BASE WITH WHITE TRIM RING, 12W

WALL SCONCE,PH,#WB1706HTBZ,1 LIGHT INTERIOR WALL SCONCE,BRONZE FINISH

PENDANT,RED GLASS,PH,#00298088,40W,MED BASE,BLACK METAL FINISH, NOSTALGICLAMP,W/ 10' BLACK SVT CORD, WITH 40W ST18 VINTAGE LAMPPENDANT,PH,#00298095,CORD HUNG PENDANT WITH HANDCRAFTED WHITE FROST GLASSDIFFUSER,7" DIA X 11" H,10' BLACK CORD,BLACK FINISH, WITH 10.5W A-SHAPE LED LAMPADAPTER,PENDANT,PH,#T31BL,PENDANT ADAPTER ATTACHES CORD,SWAG,ORCHAIN-HUNG FIXTURES TO TRAC, BLACKADAPTER,PENDANT,PH,#T31WH,PENDANT ADAPTER ATTACHESCORD,SWAG,OR CHAIN-HUNG FIXTURES TO TRAC, WHITE

TRACK LIVE END FEED,WHITE

6' TRAC SYSTEM, BLACK. CENTER OVER COUNTER (WHERE APPLICABLE)

6' TRAC SYSTEM, WHITE

4' TRAC SYSTEM, WHITE

TRAC HEAD,UNIVERSAL,PH,JUNO #R541WH,DRAWN STEEL HOUSING W/STEELYOKE,MEDIUM BASE PORCELAIN SOCKET W/NICKEL PLATED COPPER SCREW,HEIGHT3.625"X LENGTH 2.375,11WPAR30 LED LAMP (INCLUDED) FINISH:WHITEBARE BULB PENDANT - PH,#00298-064,BARE BULB PENDANT WITH 10' BLACK CORD ANDPOLISHED NICKEL SOCKET, WITH 40W ST18 VINTAGE LAMPCLEAR PENDANT -PIZZA HUT,00298-091,CORD-HUNG PENDANT WITH HANDCRAFTED CLEARGLASS DIFFUSER. 10"DIA_X_7.75"H,10' BLACK SVT CORD. WITH 40W ST18 VINTAGE LAMPCLEAR PENDANT - PIZZA HUT,00298-092,CORD-HUNG PENDANT WITH HANDCRAFTEDCLEAR GLASS DIFFUSER. 7"DIA_X_11"H,10' BLACK SVT CORD, WITH 40W T9 VINTAGE LAMPCLEAR LED PENDANT - PIZZA HUT,00298-091-LED LAMP, CORD-HUNG PENDANT WITH HANDCRAFTEDCLEAR GLASS DIFFUSER. 10"DIA_X_7.75"H,10' BLACK SVT CORD,WITH 6W ST64 LED LAMP #41100CLEAR LED PENDANT - PENDANT,PIZZA HUT,00298-092-LED LAMP, CORD-HUNG PENDANT WITH HANDCRAFTEDCLEAR GLASS DIFFUSER. 7"DIA_X_11"H,10' BLACK SVT CORD,WITH 6W T-30 LED LAMP #41105RED LED PENDANT - CORD-HUNG PENDANT WITH HANDCRAFTED RED GLASS DIFFUSER. PIZZAHUT,00298-088-LED LAMP, 10"DIA_X_7.75"H,10' BLACK SVT CORD,WITH 6W ST64 LED LAMP #41100VANITY LIGHT FIXTURE,# 00298-111,CE, ELECTRIC,2.5"H X 12.25"W X 7.5'D, FEATURES 2LIGHTS,WHITE GLASS DIFFUSER,BLACK FINISH,2- 10.5 WATT LED LAMPS INCLUDED

L-424 FLUSH CEILING MTD - LIGHTING,PROP5774-31-5247,BLACK 5" FLUSH CEILING MTD CYLINDER W/75W PAR30LN LAMP

L-002 EXTERIOR WALL SCONCE, ADA COMPLIANT UP/DOWN CYLINDER, ALUMINUM FINISH [MINKA], 11W

L-XX1 2' TRAC SYSTEM, WHITE

18 1 09.20.19 CITY COMMENTS

19

KEY NOTES C

15

KEY NOTES B

SPEAKER2X4 TROFFER

SUBSTRATE SHALL BE 1/2" THICK TYPE "X" GYP BD.ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS INDICATED IN SPECS.GYP. BD. FINISHING AND DECORATING: REFER TO DWGS FOR TEXTURE AND FINISHES.PAINT GRILLES & DIFFUSERS TO MATCH CEILING COLOR.

SEE ELECT. DWGS. FOR FIXTURE SCHED.

GYPSUM BOARD CEILING:A.B.

C.

ELECTRICAL:A.

REFER TO ROOM FINISH SCHEDULE (SHT A8.1) FOR CLG. FINISHES.

DIMENSIONS:A.

CEILING FINISHES:A.

ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N.

20

21

22

23

11

11-17-20

NOT USED 1

NOT USED N.T.S. 7NOT USED N.T.S. 11

NOT USED N.T.S. 12 NOT USED N.T.S. 8

NOT USED N.T.S. 13

HM FRAME

DOOR

SEALANT

WALL (WHERE OCCURS)

2"58"

DOUBLE STUDS AT JAMBAND HEAD WITH ANCHORSTRAP.

SUBSTRATE AS NOTED ONSHEET A1.0

INTERIOR DOOR HEAD / JAMB 3" = 1'-0" 15 NOT USED 4

TYP. INT. DOOR HEAD (JAMB SIM.) 3" = 1'-0" 14

SAFE PEDESTAL N.T.S. 18

WAINSCOT SECTION N.T.S. 16

BASE @ RESTROOM 3" = 1'-0" 17

HOLLOW METAL FRAME

SEALANT EA. SIDE

RE: DOOR SCHEDULEDOOR

WALL FINISH AS SCHEDULED

SUSPENDED

FOR STUD SIZE)METAL STUD (RE: PLAN

5/8" GYP. BD.

CEILING

PAINT AS SCHEDULED

SEALANT

SAFE ATTACHED DIRECTLY TOFLOOR- SEE SCOPE OF WORKFOR SCOPE DEFINITIONS

FINISHED FLOOR SURFACE

ANCHOR BOLTS -3/4" DIA. x 3" DEEP

CORNER GUARD 3"= 1'-0" 5FUR DOWN DETAIL 3"= 1'-0" 9

5/8" GYP. BD.

TILE BASE TRANSITION 3"= 1'-0" 6

S.S. CHANNELTO COVE BASE

LOBBY

KITCHEN

B-2 FRP OVER5/8" GYP.

LOBBY

KITCHEN

TM-2/B-2

EXISTINGFINISH

S.S. CHANNELTO COVE BASE

B-2B-1

B-1

B-2

A-PLAN VIEW

FRP

B-AXONOMETRIC

358"

1x4 STAIN GRADE TRIMFINISH P-M2

PERFORATED VINYLWALLCOVERING

PAINTED GYP. BOARDREFER. ELEVATIONS

SEALANT JOINT

CEMENT BOARDTO 8" A.F.F.

2'-1

0"

MINIMUM LEVEL 4FINISH W/ ONECOAT PRIMER

B-M2

W-M1

5/8" GYP. BD.

20 GA. S.S. CORNER GUARD -FINISHED FLOOR TO BOTTOM OFCLG. - ATTACH W/ CONST. ADHESIVE

WALL FINISH O/ SUBSTRATE PERPLAN

20 GA. S.S. END WALL GUARD -FINISHED FLOOR TO BOTTOM OFCLG. - ATTACH W/ CONST. ADHESIVE

2"

2"

2"

CAULK

TILE WHERE OCCURS

FRP @ KITCHEN BASE 3" = 1'-0" 10

YAW

023

FRP

CEMENT BD. TO 12" ABOVE FLOOR-ALL WALLS (EXCEPT @ FRONT &REAR WALLS)

COVE BASE TILE

J MOLD SET IN SILICONE SEALANT -FILL J-MOLD W/ SILICONE PRIOR TOINSTALLING FRP, WIPE OFF EXCESS

WOOD STUDS @ 16" O.C.

SUBSTRATE PER PLAN - PROVIDE1/4" GAP BETWEEN SUBSTRATE &CEMENT BD. BELOW

INTERIOR DOOR HEAD / JAMB

CEMENT BD. TO 12" ABOVEFLOOR- ALL WALLS (EXCEPT @FRONT & REAR WALLS).

SUBSTRATE PER PLAN - PROVIDE1/4" GAP BETWEEN SUBSTRATE &CEMENT BD. BELOW

TILE BASE

WAINSCOT PER ELEVATIONS

FLOOR TILE

SCHLUTTER COVE TILE

DOOR AS SCHEDULED

HM FRAME

GALV. METAL FLASHING

REF. EXT. WALLSECTIONS

DOUBLE STUDS AT JAMBAND HEAD WITH ANCHORSTRAP

METAL CASING BEAD

SEALANT + BACKER ROD

EXTERIOR DOOR HEAD/JAMB 3"=1'-0" 3

EL. 7'-8" A.F.F.BOT. OF FINISH

FINISH AS SCHEDULED

PLYWOOD BLOCKINGAS REQUIRED

NOT USED NTS 2

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

A11.0

CONSTRUCTIONDETAILS

11-17-20

2"x6" BLOCKING AT WOOD STUD WALLS(OMIT BLOCKING AT MASONRY ORCONC. WALL) - TYPICAL

2- 1/4"x3' EXPANSION ANCHORS ATMASONRY OR CONC. WALL 2- #10x2"SCREWS AT WOOD OR STEEL STUDWALL-TYP.

GRAB BAR SHALL BE 1-1/2" MAX.,OUTSIDE DIA.- TYPICAL

1 1/2"

AND1/8"x3" DIAMETER MOUNTING1/8"x2" BENT PLATE WELDED TO RAIL

PLATE @ 4'-0"

CLR.

FLOOR SHALL BESLIP-RESISTANT SURFACEAND LEVEL WITH MAX 1/4"CHANGE IN LEVEL

OBJECT PROJECTIONFROM WALL LESS THAN27" ABOVE FINISH FLOORMAY PROTRUDE ANYAMOUNT

OBJECT PROJECTION FROMWALL BETWEEN 27" TO 80"ABOVE FINISH FLOOR SHALLPROTRUDE NO MORE THAN4"

FREESTANDING OBJECTMOUNTED ON POSTS ORPYLON MAY OVERHANG 12"MAX FROM 27" TO 80"ABOVE FINISH FLOOR

PROTRUDING OBJECT

ACCESSIBLE ROUTE

4"

12"

36" MIN. CLR.

12

ACCESSIBLE ROUTE WALK

SIGN POST OBSTRUCTION

12" MAX

48"

NOTE: MAINTAIN 44" MIN. CLEAR AISLE EGRESS PATHS TO EXIT DOORS.

19" 30"

ACCESSIBLE ROUTE

19" 30"

4" MAX.

(815)2'-8" MIN.

TOILET PAPER

6" MAX. (150)3'-Ø" MIN. (965)

5'-Ø" MIN. (1525)

1'-6"(455)

SEATING AND TABLES N.T.S. 18 REACH RANGES N.T.S. 14

INT. ACCESS. ROUTE CLEARANCES 1/2" = 1'-0" 10

ACCESSIBLKE URNIAL 3/4" =1'-0" 6

STANDARD TOILET STALL N.T.S. 2

MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED 3/8" = 1'-0" 1

NOT USED N.T.S. 5

PROTRUDING HAZARDS 1/2" = 1'-0" 11CHANGES IN LEVEL N.T.S. 12

DINING ROOM SEATING CLEARANCES N.T.S. 8

GRAB BAR 3" - 1'-0" 7 NOTE N.T.S. 4

ACCESSIBLE LAVATORY 3/4"=1'-0" 3

CLEARFLOORSPACE

48" MIN.

CLEARFLOORSPACE

48" MIN.

NOT USED N.T.S. 9

30"10" MAX. 30"24" MAX.

24" MAX

WHEN D = 10" OR LESS, H = 54" MAX.WHEN D = 10" , H = 53.5" MAX.WHEN D = 12" , H = 53.0" MAX.WHEN D = 13" , H = 52.5" MAX.WHEN D = 14" , H = 51.5" MAX.WHEN D = 15" , H = 51.0" MAX.WHEN D = 16" , H = 50.5" MAX.WHEN D = 17" , H = 50.0" MAX.WHEN D = 18" , H = 49.5" MAX.WHEN D = 19" , H = 49.0" MAX.WHEN D = 20" , H = 48.5" MAX.WHEN D = 21" , H = 47.5" MAX.WHEN D = 22" , H = 47.0" MAX.WHEN D = 23" , H = 46.5" MAX.WHEN D = 24" , H = 46.0" MAX.

CONDIMENTS

CORRISPONDING REACH HEGHTSFOR GIVEN DEPTHS:

1 - 20 1

21 - 40 2

41 - 60 3

61 - 80 4

81 - 100 5

101 - 120 6

121 - 140 7

ELEVATION

NUMBER OF ACCESSIBLE SEATS

28"-34"A.F.F.

30" MIN

TOTAL SEATS ACCESSIBLE SEATS

ACCESSIBLE RESTROOM DOORS N.T.S. 15

INSULATE HOT WATER & DRAINPIPES OPTIONAL CUPDISPENSER

6" MAX. DEPTH x 30" MIN. WIDTH TOECLEARANCE

8" MIN. DEPTH x 30" MIN.WIDTH KNEE SPACE

LAV.

MIRROR MTD @ 40" A.F.F.MAX TO BOTTOM OFREFLECTING SURFACE

14" MIN. PROJECTION FROMWALL URINAL

CONTROLS MOUNTED ON

WIDE SIDE OF TOILET AREA

3'-6" S.S. GRAB BAR

3'-0" S.S. GRAB BAR

33" (EXCEPT @TANK TOILETS,WHICH SHALL BE36")

PAPER TOWEL DISPENSERDRYER

T.S. COVER DISPENSER

SWITCHES

FIRE ALARM

THERMOSTAT

12"

2'-0"

7"-9"

BABY CHANGESTATION

17"

6"8"

PULL STATION

3'-0"MAX.

3'-4"

18" S.S. GRAB BAR

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

ACCESSIBILITYREQUIREMENTS

11-17-20

TYPICAL EXTERIOR PATH OF TRAVEL N.T.S. 2

CURB RAMPS N.T.S. 3ACCESSIBLE PARKING STALL N.T.S. 11

CURB RAMPS N.T.S. 4ACCESSIBLE PARKING SIGN N.T.S. 12RAMPS N.T.S. 16

BOTTOM RAIL (EXTERIOR DOOR) 3" = 1'-0" 14

EXTERIOR DOOR REQUIREMENTS 1/2" = 1'-0" 13

11' MIN. 5' MIN. 8' MIN.

8.3% MAX. 8.3% MAX.2% MAX.SLOPE

(1) VAN ACCESSIBLE STALL & (1) STANDARD ACCESSIBLE STALL

POST MOUNTEDISA PARKINGSIGNSIDEWALK 4' CLEAR MIN.

RAMP DOWN. USE LEASTPOSSIBLE SLOPE, 8.3% MAX.

ACCESS AISLE 8' WIDE FORVAN (5' FOR REGULAR)

REGULAR ACCESSIBLESTALL, 8' WIDE, 18' LONG

36" SQUARE ISA PAVEMENTSIGN

BOTTOM LANDING, 60" LONG,ELEVATION 2% SLOPE, WITH

SMOOTH TRANSITION (NO 1/2LIP)

POST MOUNTED ISA SIGNWITH ADDITIONAL "VAN

ACCESSIBLE" LANGUAGE

WHEEL-STOP (AWAY FROMAISLE)

DIAGONAL 3" STRIPES, 36"O.C. WHITE OR BLUE

PARKING AND AISLE SLOPE2% MAX. IN ANY DIRECTION

VAN-ACCESSIBLE STALL,11' WIDE, 18' LONG

LEFT OF ACCESS AISLE

RETAINING CURB(IF NECESSARY)

60" MIN.

1:12MAX.

1:12MAX.

SIDEWALK <72" WIDERAMPS DOWN

BOTTOM LANDING

DEPRESSED CURB RAMP

DEPRESSED CURB RAMP AT ACCESSIBLE PARKING (TYP.)

NOTE: LOCAL MUNICIPALITY MAY HAVEADDITIONAL REQUIREMENTS FOR RAMPSTHAT SHOULD BE REFERENCED.

2% CROSSSLOPE

48" WIDE RAMPSLOPED AT 8.3% MAX.

6" CURB

SIDE FLARES SLOPEDAT 10% MAX.

CURB CUT AT ACCESSIBLE PARKING

SIDEWALK +8.9"

+7.9"

10% ATCURB

0.0"

+1.2"(0.0" PREFERRED)

+6.0"

TYP. CURB RAMP ELEVATIONS

NOTE: LOCAL MUNICIPALITY MAY HAVEADDITIONAL REQUIREMENTS FOR RAMPSTHAT SHOULD BE REFERENCED.

HANDRAIL& CURB

HANDRAIL& CURB

3" ± 1" HIGHWHEEL GUIDE

12" MIN. 12" MIN.

NOTE 2:MAXIMUM HORIZONTALDISTANCE OF EACHRAMP AND RUN VARY

NOTE 1:WHEN DOOR SWINGSONTO LANDING 42"MIN. PLUS DOOR WIDTH

60" MIN. WHEN NODOOR SWINGS ONTOLANDING

BOTTOM LEVEL PLATFORMINTERMEDIATE LEVELPLATFORM

TOP PLATFORM

NOTE: MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY.

* WHEN DOOR SWINGSONTO LANDING - 42"MIN. PLUS DOORWIDTH.

WHEN NO DOORSWINGS ONTOLANDING.

NOTE 2:MAXIMUM HORIZONTALDISTANCE OF GEACHRAMP AND RUN VARY

60" MIN. WHEN NODOOR SWINGS ONTOLANDING

INTERMEDIATE LEVELPLATFORM

NOTE 1:WHEN DOOR SWINGSONTO LANDING 42"MIN. PLUS DOOR WIDTH

TOP PLATFORM

INTERMEDIATE LEVELTURNING PLATFORM

WHEEL GUIDE

GUIDE RAIL GUIDE RAIL DETAIL

WHEEL GUIDE DETAIL STRAIGHT RAMP RUN

RAMP WITH INTERMEDIATE SWITCH BACK PLATFORM RAMP WITH TURNING PLATFORM

24" MIN. EXTERIOR AND18" MIN. INTERIOR BEYONDTHE STRIKE EDGE OF AGATE OR DOOR ON THESIDE TOWARD WHICH ITSWINGS.

60" MIN.

RAMP LANDING AT DOORWAY

TYP. ENTRANCE / EXIT DOOR N.T.S. 17

NOT USED N.T.S. 18

HANDICAP SIGN TO BE REINSTALLED

FINISH GRADE

NOTE: VAN ACCESSIBLESIGN NOT REQUIRED ONUNIVERSAL OR STANDARDSTALLS.

NOTE:SIGNS SHALL BE LOCATED SO THAT THEYCANNOT BE OBSCURED BY A VEHICLE PARKED INTHE SPACE.

NOTE:DETAIL IS MEANT AS A GENERAL GUIDELINE. REFER TOLOCAL MUNICIPALITY FOR SIGN TYPE, VERBAGE ANDDIMENSIONS.

AT EXISTING LOCATION ON BUILDING.

12"48

"M

IN 48"

MIN 60

"M

IN 60"

MIN

ESCAPE LANE

MA

IN S

TRE

ET

DETECTABLE WARNINGS WHENACCESSIBLE ROUTE CROSSESHAZARDOUS VEHICULAR WAY(I.E. A DRIVEWAY)

NOPARKING

PU

BLI

C S

IDE

WA

LK

WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THEWALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OROTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS ANDVEHICULAR AREAS, THE BOUNDRY BETWEEN THE AREAS MUST BEDEFINED BY A CONTINUOUS, YELLOW, 36" WIDE DETECTABLEWARNING STRIPE THAT DIFFERS FROM ADJOINING WALKINGSURFACE IN RESILIENCY OR SOUND ON CANE CONTACT.

NOPARKING

7

17

CROSS SLOPE 1:50 OR 2% MAX.

SLIP RESISTANT SURFACE (MEDIUMBROOM FINISH)

CLEAR SPACE FINISH ELEVATION TOMATCH FINISH FLOOR ELEVATION ATDOOR

DOOR AND HARDWARE PER

THRESHOLD - SEE DETAIL:

CLEAR FLOOR SPACE AT DOORSTRIKE SIDE

12

32" MIN.CLR. OPENING

NOTE: EXTERIOR DOOR PRESSURE CANNOT EXCEED8.5 LBS., INTERIOR DOOR PRESSURE CANNOT EXCEED5 LBS.

24"

#10 S.M. IN PLASTIC EXPANSIONANCHOR

SEE DETAIL

ALUMINUM THRESHOLD

1/2" MAXIMUM

BOTTOM RAIL OF DOOR

MIN. 60 DEGREE SLOPE

12

DOOR HANDLE,SEE HARDWARENOTES

DOOR CLOSER IFPROVIDED, SHALLHAVE AT LEAST A3-SECONDCLOSING TIMEPERIOD FROM 70€OPEN POSITIONTO 3" FROM LATCH

3'-0" DOOR WIDTH

ACCESSIBILITYREQUIREMENTS

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

PIZZA HUT


XX.XX.XXXX

30 SERIES

MAJOR LEVEL 3

xxxxx

XXXXX

DESCRIPTION DATE

PW-RBDVISION 2022

10/16/2020

TDG #: 200-358

10.16.2020

ARCHITECT





FROM THE ARCHITECT.

11-17-20

Pizza-Hut-S.-Plainfield-NJ-Permit-Set.pdf - Kavi Construction

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