KFC - Surprise, AZ

LEGAL JURISDICTION: CITY OF SURPRISE, ARIZONA

BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL FIRE CODE, 2006 INTERNATIONAL

MECHANICAL CODE, 2006 INTERNATIONAL ELECTRICAL CODE W/ 2002 NEC , 2006 INTERNATIONAL PLUMBING CODE

2002 NFPA 13, 2002 NFPA 72

BUILDING AREA: 2,377 S.F.

SEATING: 52 SEATS

OCCUPANCY: GROUP A2

TYPE CONSTRUCTION: TYPE V-B (NON PROTECTED)- UNSPRINKLED

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

GENERAL DRAWING SYMBOLS

VICINITY MAPPROJECT GENERAL NOTES

LEGAL DESCRIPTION

DESIGN CRITERIA

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

TITLE/SITET1.0 TITLE SHEETC1.0 ARCHITECTURAL SITE PLANC1.1 SITE DETAILS

DEMOLITIOND1.0 DEMOLITION FLOOR PLAND2.0 DEMOLITION EQUIPMENT/SEATING PLAND3.0 DEMOLITON ROOF PLAND4.0 DEMOLITION EXTERIOR ELEVATIONSD5.0 DEMOLITION WALL SECTIONSD6.0 DEMOLITION CEILING PLAN

STRUCTURALS1.0 STRUCTURAL DETAILS

ARCHITECTURALA1.0 FLOOR PLANA1.1 DOOR & WINDOW ELEVATIONS & SCHEDULESA2.0 EQUIPMENT AND SEATING PLANA3.0 ROOF PLANA4.0 EXTERIOR ELEVATIONSA4.1 EXTERIOR ELEVATIONSA5.0 WALL SECTIONSA5.1 WALL SECTIONSA6.0 EXTERIOR DETAILSA6.1 EXTERIOR DETAILSA6.2 INTERIOR DETAILSA7.0 FLOOR FINISH PLANA7.1 REFLECTED CEILING PLANA7.2 FINISH SCHEDULEA8.0 INTERIOR ELEVATIONS - DINING ROOMA8.1 INTERIOR ELEVATIONS, ENLARGED RESTROOM & OFFICE PLAN

ACCESSIBILITYADA1.0 ACCESSIBILITY REQUIREMENTSADA1.1 ACCESSIBILITY REQUIREMENTS

MECHANICALM1.0 MECHANICAL NOTES

PLUMBINGP1.0 PLUMBING PLAN

ELECTRICALE1.0 ELECTRICAL LIGHTING PLAN

THE SCOPE INCLUDES NEW DECOR AT THE DINING AREA INCLUDING NEW SEATING, FLOORING, WALL FINISHES ,

AND LIGHTING. RESTROOM REMODEL INCLUDED NEW FINISHES AND IMPROVEMENTS FOR ACCESSIBILITY

COMPLIANCE. EXTERIOR ALTERATIONS INCLUDE A NEW FACADE CONSTRUCTION, FINISHES AND EXTERIOR

LIGHTING. SITE IMPROVENTS INCLUDE MODIFICATIONS FOR ACCESSIBILTY COMPLIANCE

1 2 3 4 5 876

KFC

VISION REMODEL

T1.0

TITLESHEET

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC

12621 W. BELL RD.SURPRISE, AZ 85374

06.12.07

K30

MAR07

X900069

07.17.07

1 7/17/07 RCM COMMENTS

2 8/7/07 TAC COMMENTS

K30 REMODEL

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

ALL WORK SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE, AND ALLOTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF SURPRISE ANDCOUNTY OF MARICOPA.

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 A PART OFTHESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE.

DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. SHOP DRAWINGSSHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF ANY ITEM. FAILURE TOADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS DIRECTLY UPON THECONTRACTOR.

INFORMATION CONCERNING EXISTING BUILDING STRUCTURE, SIZE, LOCATION OF EQUIPMENT, FINISHES, ETC.WAS OBTAINED FROM VARIOUS PLANS FOR CONSTRUCTION OF THE EXISTING BUILDING. EVERY EFFORT HASBEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS, HOWEVER ALL WORK MUST BE VERIFIED IN THEFIELD PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONSSHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR VERIFICATION AND/OR CORRECTION.

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 YUM BRANDS REMODEL DESIGN ARCHITECT, INWRITING, PRIOR TO INSTALLATION.

THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION IN DEMOLITION OF EXISTING CONSTRUCTION. ANYITEM STRUCTURAL IN NATURE AND SCHEDULED FOR DEMOLITION IN THIS DRAWING BUT NOT IDENTIFIED ASSTRUCTURAL IN NATURE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO DEMOLITION. BY FAILURE TO DOSO, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH ACTION.

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,ENCROACHMENT PERMIT, ETC. OWNER WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITYPERMITS. G.C. REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORKIN 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.

THE GENERAL CONTRACTOR SHALL REMOVE EXISTING TRIM AND SURFACES AS REQUIRED TO PROVIDE APLUMB AND TRUE SURFACE SUITABLE FOR THE APPLICATION OF NEW WALL FINISHES.

THE CONTRACTOR SHALL SHORE AND/OR UNDERPIN EXISTING WORK AS REQUIRED TO SAFELY INSTALL NEWWORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION ORREVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL CHANGE OR AFFECT THE CONTRACTOR'SRESPONSIBILITY IN THIS MATTER. DEFLECTION OF EXISTING TO BE LIMITED TO 1/8" IN ORDER TO MAINTAININTEGRITY OF STRUCTURE.

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

GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SETUNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS.

O.

SEWERCity of Surprise - Water Services Department12425 W. Bell RoadSuite C-305Surprise, AZ 85374Phone: 623.875.4290

GASSouthwest Gas Corporation - Glendale5703 West Glendale AvenuePhoenix, AZ 85301Phone: 800.873.2440

ELECTRICArizona Public Service16800 N. Dysart Rd.Surprise, AZ 85374Phone: 800.253.9405

TELEPHONEQwestPhone: 800.954.1211

OWNERKFC OF AMERICA1900 Colonel Sanders LaneLouisville, KY 40213Operating Brand: KFC

CONSTRUCTION MANAGERYUM BRANDS1900 Colonel Sanders LaneLouisville, KY 40213Contact: Nolan GradePhone: (502) 874-8046

ARCHITECTArcvision, Inc1950 Craig Rd. Suite 300St. Louis, MO 63146Contact: Justin KnepperPhone: 314.415.2400

STRUCTURAL CONSULTANTCaruso Turley Scott, Inc.130 S. Priest DriveTempe, AZ 85281Contact: Richard DahlmannPhone: 480.774.1705

ENGINEERArcvision, Inc1950 Craig Rd. Suite 300St. Louis, MO 63146Contact: Anthony RichardsonPhone: 314.415.2400

BUILDING DEPARTMENTCity of SurpirseBuilding and Safety/Development Services12425 W. Bell Rd.Suite D-100 Surprise, AZ 85374Phone: 623.583.1088

HEALTH DEPARTMENTMaricopa CountyEnvironmental Services Department, Plan Review Office1001 N. Central, Suite 300Phoenix, AZ 85004Phone: 602.506.6980

WATERCity of Surprise - Water Services Department12425 W. Bell RoadSuite C-305Surprise, AZ 85374Phone: 623.875.4290

TYPE AREA /NO. OF SEATS FACTOR OCCUPANTSNO. OF SEATS 52 52KITCHEN 1,152 S.F. 200 6OTHER AREAS 253 S.F. 100 3TOTAL 61

EXISTING BUILDING AREA AND OCCUPANT LOAD

1

11

1

1

1

1

1

1

TA

C/B

ID S

ET

08.0

7.0

71

1

1

1

1

1

1

1

2

2

2

2

22

2

2

2

2

SITE PLAN 1"=20'-0" A

NEW CLEARANCE BAR.

KFC TOWER SEE DETAILS E&G/A1.0

EXISTING MENU BOARD TO REMAIN

EXISTING LANDSCAPE AREAS TO REMAIN.

EXISTING SIDEWALKS TO REMAIN U.O.N.MODIFY SIDEWALKS & PARKING TO ALLOW ACCESSIBLE PATH OF TRAVEL FROMPARKING STALL. 48" WIDE MINIMUM PATH.

1

2

3

4

5

KEYNOTES B

GRAPHIC SCALE

0 20 40 60 80

(E) PARKING LOT PAVING TO REMAIN. G.C. TO RESTRIPE PARKING AS REQ'D.6

EXISTING ELECTRICAL TRANSFORMER TO REMAIN.9

RESTRIPE ACCESSIBLE PARKING SPACES AND LOADING ZONE. REFER TOSHEETS ADA1.0 AND ADA1.1

7

EXISTING TRASH ENCLOSURE TO REMAIN.8

EXISTING CONC. DRIVE THRU DRIVEWAY TO REMAIN10

EXISTING PARKING LIGHTS TO REMAIN11

ENLARGED SITE DEMOLITION PLAN 1/4"=1'-0" E

ENLARGED SITE CONSTRUCTION PLAN 1/4"=1'-0" F

PROVIDED: 22 STD. SPACES 2 H.C. SPACES

EXISTING PARKING SUMMARY:

NEW CONC CURB RAMP. REFER TO ENLARGED SITE PLAN E/C1.012

REMOVE ACCESSIBLE SIGNAGE FROM BUILDING PROVIDE NEW ACCESIBLESIGNAGE AT LOCATIONS SHOWN. SEE DETAILS ON SHEET ADA1.1. & C1.1

13

C1.0

ARCHITECTURALSITE PLAN

14

15

REMOVE EXISTING CURB RAMP. PATCH/ REPAIR PAVING AS REQ'D.

REMOVE PORTION OF CONC. WALK TO FACILITATE NEW CURB RAMPCONSTRUCTION AND LANDSCAPE AREA. NOT NOT SAW CUT. REMOVE ATJOINTS. VERIFY JOINT LOCATIONS IN FIELD.

2

2

1

3

4

4

4

5

5

7

6

8

9

10

1111

1111

12

S 00 03' 56" W 175.00'

WE

ST

BE

LL R

OA

D

N 8

9 5

6' 0

4" W

125

.00'

N 00 03' 56" E 175.00'

16 NEW WHEELSTOP. REFER TO SHEET C1.0 FOR TYPICAL DETAIL.

17 NEW LANDSCAPE AREA

18 REMOVE EXISTING LANDSCAPE AREA AS REQ'D FOR NEW CONC. WALK.

19 NEW CONC. CURB.

20 PROVIDE ASPHALT OVERLAY 1" AVERAGE THICKNESS TO ADJUST SURFACESLOPE AT ACCESIBLE PARKING SPACES TO 2%. EXISTING SLOPE IS 3.7%.

21 REWORK CONC. WALK AT ENTRY ACCESIBLE CLEAR FLOOR AREA ASREQ'D TO FACILITATE 2% MAX. SLOPE. EXISTING SLOPE 2.4%

2

22 EXISTING KFC MONUMENT SIGN TO REMAIN.

23 EXISTING DIRECTIONAL SIGN TO REMAIN.

2

22

22

23

23

23

2

2

2

2

2

SM

OK

EY

DR

IVE

24

24 PROVIDE RECCESSED LOCK BOX (KNOX BOX) AT MAIN ENTRY PER LOCALDEPARTMENT REQUIREMENTS

FIRE LANE ACCESS N.T.S. D

25 FIRE LANE REFER TO TO DETAIL D/C1.0 FOR FIRE LANE ACCESSIDENTIFICATION DETAILING.

25

2

9'-0"ACCESSIBLE PARKING STALL

5'-0"ACCESS AISLE

9'-0"STANDARD PARKING STALL

4'-6"

RAMP DOWNSLOPE1:12 MAX

18'-0

"

3'-0"

RA

MP

DO

WN

SLO

PE

1:12

MA

X

1'-0"

4'-0

"

1'-0

"1'

-0"

2'-0

"TY

P.

R=2'

R=6"

R=6"

11'-6

"4'

-0"

6"

6"

11'-0"VAN ACCESSIBLE PARKING STALL

22

17'-0"

6'-0

"

FIRE LA

NE PAR

KIN

GFIR

E LAN

E PARK

ING

15'-0

"15

' -0"

65'-0

" OR

LES

S

APPROVED FIRELANE SIGNSHALL BECENTERED ONLENGTH OFLANE. AND FACEONCOMINGTRAFFIC.

3" HIGH STENCILW/ 12 STROKEREADING "FIRELANE NOPARKIGN" SHALLSTART 15" FROMEACH END OFLANE.

15'-0"

FIRE MARSHAL

ADMINISTRATIVE APPROVALDATE

PLANNING & COMMUNITY DEVELOPMENT DIRECTOR DATE

WATER SERVICES DIRECTOR DATE

CITY ENGINEER DATE

2

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC


06.12.07

K30

MAR07

X900069

07.17.07


K30 REMODEL

4" DIA. STEEL POSTFILLED W/CONCRETE

18" DIA. CONCRETEFOOTING

FINISH SURFACE

PARKING STALLSAISLES AND DRIVES

2"

2"

6"

3"

2"

8"

PAVEMENT

AGGREGATE BASE COURSE

ASPHALTIC CONCRETE SURFACE COURSE

ASPHALTIC CONCRETE BINDER COURSE

COMPACT SUBGRADE TO 90% OR GREATER OF MAX. DRY DENSITY PER ASTM D-1557

AGGREGATE BASE COURSE OF DENSE GRADED CRUSHED STONEPER MODOT SECTION 304. TYPE '1' AGGREGATE PERMODOT SECTION 1007.

ASPHALTIC CONCRETE BINDER COURSEPER MODOT SECTION 301

PER MODOT SECTION 401, MIX BP-2ASPHALTIC CONCRETE SURFACE COURSE

PREPARED EARTH SUBGRADE (PROOFROLLED)

COMPACT BASE TO 95% MODIFIED PROCTOR PER ASTM D-1557

COMPACT SUBGRADE TO 90% OR GREATER OF MAX. DRY DENSITY PER ASTM D-1557

PREPARED EARTH SUBGRADE

STONE PER MODOT SECTION 304. TYPE '1' AGGREGATEAGGREGATE BASE COURSE OF DENSE GRADED CRUSHED

NO. 3 REBAR AT 24"O.C. EACH DIRECTION

PER MODOT SECTION 1007.

COMPACT BASE TO 95% MODIFIED PROCTOR PER ASTM D-1557

(PROOFROLLED)

MINIMUM 28 DAY STRENGTH

PAVEMENT PER MODOTPORTLAND CEMENT CONCRETE

SECTION 502

CONCRETE PAVEMENT

AGGREGATE BASE COURSE

6"

4000 PSI

4"

TYP. ASPHALT PAVEMENT N.T.S. 8PAINTED HANDICAP SYMBOL N.T.S. 12MENU BD./SPEAKER LAYOUT B N.T.S. 16

TYP. CONCRETE PAVEMENT N.T.S. 11

CONCRETE CURB 1"=1'-0" 1GUARD POST BOLLARD 1/2"=1'-0" 5

YCS

006

FINISH GRADE

1" RADIUS TYP.

P.C.C. CURB & GUTTER

PAVEMENT ELEVATIONSREFER TO THIS POINT

BASE AS SPECIFIED

STABILIZED SUBGRADE ASSPECIFIED(1) #4 CONT., TYP.

TACK COAT

6

YCS

019

TRUNCATED DOME DETAIL N.T.S. 4

CLEARANCE BAR 1/2"-1'-0" 3THICKEN EDGE CONC. WALK N.T.S. 7

6x6 - w1.4 x W1.4 WWR

SUBGRADE

4" AGGREGATE BASE

1/2" EXPANSIONJOINT W/ SEALANT @BUILDING WALL

BUILDING LINE OREDGE OF WALK

SLOPE

4" CONCRETEBROOM FINISH

3/4" R

PAVING

NOTE:VERIFY SITE SPECIFIC MAXIMUMCROSS SLOPES ALLOWED FORACCESSIBLE ROUTES.

PREVIEW BOARD

ACCESSIBLE PARKING SIGN N.T.S. 9

NOTE:

PROVIDE CONCRETE FOOTING- SEE SCOPE OF WORK- SHEET K1.2

SIGN 5'-0" ABOVE GRADE. SET BOTTOM OF POST 3'-0" BELOW GRADE.EQUAL). GALVANIZED STEEL POST 9'-6" LONG. SET BOTTOM OFWITH WHITE LETTERS ON BLUE BACKGROUND (OR LOCALLY APPROVEDSTANDARD 12"X18"X0.080" ALUMINUM 'HANDICAP PARKING' SIGN FACE

MOUNT FINE SIGN NO MORE THAN6" BELOW HANDICAPPED SIGNS

NOTE:

NOTE: COLOR(S) SHALL COMPLY WITHALL LOCAL REGULATIONS.

DIVIDED ROADWAYS AND NO-PASSINGYELLOW-LEFT EDGE ON MULTILANE

VAR

IES

SE

E P

LAN

12" WIDE YELLOWSTRIPES AT36" CENTERS

VARIES SEE PLAN

6" W

IDE

YELL

OW

STR

IPE

YELLOW PARKING SPACE LINE (4"WIDE)

BROKEN WHITE LANE LINE (4"WIDE)

BROKEN YELLOW CENTER LINES (4"WIDE)

WHITE CROSSWALK LINE (6"WIDE)

WHITE CHANNELIZATION LINE (8"WIDE)

WHITE STOP LINE (24" WIDE)

WHITE CHANNELIZATION LINE (4" WIDE)

LINE AND RAMPS (4" WIDE)

PAINTED STRIPE DETAIL N.T.S. 10

4" WIDE PAINTED PARKING STRIPE

PRECAST CONCRETE WHEEL STOP

3'-0"

CONCRETE WHEEL STOP N.T.S. 2

INTERIOR FINISH TO REMAIN

PAINT EXTERIOR OF EXISTING CMUDUMPSTER ENCLOSURE

P-4

DUMPSTER DETAIL & SECTION N.T.S. 14

NOT USED 15

1

4

FIN

ISH

DIM

.(H

OLD

)

55

5

51

8

7

7

9

6

PASSAGE110

MEN109

WOMEN108

OFFICE107 COOLER

106

5

FIN

ISH

DIM

.(H

OLD

)

3'-2

1 2"

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

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

GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS & EQUIPMENT DAILY DURINGTHE DEMOLITION WORK.

GENERAL CONTRACTOR SHALL COORDINATE ALL REQUIRED BORING & TRENCHING OFTHE EXISTING SLAB WITH CONSTRUCTION MANAGER

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

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

ABANDONED PIPES SHALL BE CAPPED IN MANNER TO CONCEAL WITHIN WALL, CEILINGOR FLOOR.

DEMOLITION MEANS AND METHODS ARE CONTRACTOR'S RESPONSIBILITY.

REMOVE DAMAGED GLAZING AND REPLACE TO MATCH ADJACENT GLAZING.

1.

2.

3.

4.

5.

6.

7.

8.

EXISTING TO REMAIN

EXISTING TO BE REMOVED

KEYNOTES BGENERAL NOTES C

REMOVE ALL STUCCO INCLUDING PILASTERS TO SUBSTRATE REPAIR SUBSTRATEAND PREPARE NEW SURFACE TO MATCH FINISHES OF ADJACENT SURFACES.(TYPICAL) U.N.O.

REMOVE EXISTING HALF WALL.

REMOVE EXISTING TOILETS, SINKS, URINALS & ACCESSORIES AND FINISHES.

EXISTING STOREFRONT DOOR TO BE REMOVED/ REPLACED.

REMOVE PORTION OF EXISTING WALL.

EXISTING FRONT OF HOUSE FLOOR TILE TO BE REMOVED AND REPLACED WITH NEWSPEC.

REMOVE EXISTING DOOR.

REMOVE EXISTING PILASTER

REMOVE AND STORE ALL OFFICE FURNISHINGS AND EQUIPMENT. REINSTALL IN NEWOFFICE LOCATION. CONSULT OWNER REGARDING STORAGE AND ACCESSREQUIREMENTS.

EXISTING PORTION OF WALL TO REMAIN.

EXISTING ELECTRICAL PANEL TO REMAIN.

CAP FLOOR DRAIN AND VENT.

7

6

5

4

3

2

1

LEGEND D

EXISTING TO BE REMOVED

A

B

C

D

E

9 8 7 6 5 4 3 2 1

8

7

9

9

8

8

D1.0

DEMOLITIONPLAN

10

9

11

4'-6

34"

1

1

1

1

1

4

11

8

81

9

3

7

3

11

112

2

21

1

12

1

12

A

B

C

D

E

9 8 7 6 5 4 3 2 1

4

4TYP.

1

2

3

55

REMOVE EXISTING HALF-WALL/PLANTER.

REMOVE EXISTING CABINET.

REMOVE FRONT COUNTER. RETAIN ALL POS POWER AND CONTROLWIRING, CASH DRAWER BRACKETS AND SAFE FOR RE-INSTALLATION.

REMOVE EXISTING CHAIRS AND TABLES.

REMOVE EXISTING TOILET ROOM FIXTURES & ACCESSORIES.

RELOCATE GRAB BARS PATCH AND REPAIR WALLS TO RECEIVE NEWFINISHES.

REMOVE EXISTING FINISHES, TYPICAL PATCH AND REPAIR WALLS TORECEIVE NEW FINISHES.

PEPSI DRINK STATION TO BE REMOVED BY PEPSI AND STORED OFF SITEBY PEPSI. G.C. TO PATCH AND REPAIR HOLES. G.C. INSTALLS NEW DRINKSTATION BASE. PEPSI REINSTALLS DRINK STATION AND MAKES ALLCONNECTIONS WITH BUNDLED TUBES AND ICE MAKER.

G.C SHALL RETAIN AND RE-USE CCTV BRACKETS AND ACCESSORIES

REMOVE AND RE-INSTALL MENUBOARD AND MOUNTING BRACKETS

4

1

3

2

5

DEMOLITION SEATING PLAN 1/4"=1'-0" A

KEYNOTES B

EXISTING - TO REMAIN

EXISTING - TO BE REMOVED

LEGEND C

EXISTING - TO BE REMOVED

7

77

77

6

7

7

6

7

8

9

10

9

10

D2.0

DEMOLITIONSEATING

PLAN

6

AREA TO BE REMOVED

REMOVE KFC CUPOLA AND ROOF PLATFORM.

REMOVE EXISTING MANSARD AND TRIM.

EXISTING ICE MAKER CONDENSING UNIT.

REMOVE EXISTING PARAPET CAP, TYPICAL

RELOCATE EXHAUST FAN FOR NEW TOWER CONSTRUCTION.

REMOVE/REWORK CRICKETS AS REQ'D FOR NEW TOWER CONSTRUCTION.

REMOVE CANT.

4

2

1

3

KEYNOTES A

A

B

C

D

E

9 8 7 6 5 4 3 2 1

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

LEGEND 1/4"=1'-0" C

2

1

4

D3.0

DEMOLITIONROOFPLAN

2

2

222 4 4

4

4

4

4

5

5

6

6

7

7

7

7

AREA TO BE REMOVED EXISTING AREA TO REMAIN

KEYNOTES & LEGEND ADRIVE-THRU ELEVATION 3/16" = 1'-0" B

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

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

D4.0

DEMOLITIONEXTERIOR

ELEVATIONS

2

1

3

4

5

7

9

8

11

12

10

6

REMOVE EXISTING KFC CUPOLA, SIGNAGE, AND LETTERING.

REMOVE EXISTING MANSARD ROOF TRUSS.

TRASH ENCLOSURE TO REMAIN.

REMOVE HIGH PARAPET AT CUPOLA PLATFORM.

NOT USED.

EXISTING RAILING TO REMAIN

REMOVE SIGNAGE, TYPICAL.

EXISTING BOLLARD TO REMAIN, TYPICAL.

REMOVE STOREFRONT DOORS.

EXISTING ELECTRICAL EQUIPMENT TO REMAIN.

EXISTING GAS-METER TO REMAIN.

REMOVE STUCCO TO EXISITNG SHEATHING..

REMOVE EXISTING LIGHTING.

REMOVE PILASTER FLUSH WITH WALL.

1

1

1

1

2

2

2

2

6

8

9

10

2

11

1212

1212

12

12

12

8

13

13

13

13

13

14

14

14

14 12

14

14 14

14

NOTE:TRASH ENCLOSURE NOT SHOWN FORCLARITY

9

3

10

4 4

1

DEMO WALL SECTION @ CUPOLA 3/4"=1'-0" 1DEMO WALL SECTION @ DINING 3/4"=1'-0" 2DEMO WALL SECTION @ MAIN ENTRY 3/4"=1'-0" 3DEMO WALL SECTION @ DRIVE-THRU 3/4"=1'-0" 4

D5.0

DEMOLITONSECTIONS

EL. +10'-9 1/2"BOTTOM OF TRUSS

EL. +17'-0"TOP OF PARAPET

EL. +0'-0"TOP OF SLAB









EL. +12'-0 1/4"

AREA TO BE REMOVED

EXISTING KITCHEN FIXTURES TO REMAIN.

EXISTING MANSARD, TRIM AND FASCIA LIGHTING TO BE REMOVED.

EXISTING AREA TO BE REMOVED TO BUILD NEW CEILING.REFER TO SHEET A7.1.

EXISTING DIFFUSER TO BE REMOVED. SEE SHEET A7.1 AND M1.0 SHEET FOR NEWLOCATION.

REMOVE EXISTING LIGHTS. DO NOT REUSE, TYP ALL FRONT-OF-HOUSE FIXTURESAFFECTED.

EXISTING SOFFIT TO BE REMOVED.

REMOVE EXISTING MENU BOARD AND STORE FOR REINSTALLATION

REPLACE HVAC SUPPLY AND DIFFUSER GRILL AT EXISTING LOCATION.

REMOVE GYP. BD. CLG.

4

3

1

2

5

EXISTING LIGHTS TOBE REMOVED

A

B

C

D

E

9 8 7 6 5 4 3 2 1

S

S

KEYNOTES B

6

2

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

LEGEND C

1

2

2

3

3

4

7

7

6

D6.0

DEMOLITIONCEILING

PLAN

2

2

4

5

5 5

8

8

8 8

8

9

1

99

9

NEW 4x6 BLOCKING- SEEDETAIL B/S1-0

CANOPY MOUNTINGFRAME

NEW 2x6

NEW 2x6EXISTING FINISH TOREMAIN

NEW CONTINUOUS P.T.WOOD SPACER FLUSH

WITH EXISTING FINISH

NEW SOLID BLOCKING ATCANOPY THRU-BOLTLOCATIONS.

NEW SUNSHADELOUVERS

4x6 P.T. WOOD SPACER

CONTINUOUS MOISTUREBARRIER

PROVIDE NEW WOODBLOCKING IN EXISTINGWALL- REFER TO B/S1.0FOR BLOCKING DETAIL

5/8" SHEATHING TYP.

2X6 CONTINUOUS W/ 1/2" LAGSCREWS AND WASHERS @ 16" O.C.

SIMPSON H4 TIES W/8-8DNAILS, TYP.2X4 P.T. WOOD KICKERS @ 1'-4"O.C. W/ 19/32" PLYWOOD -ROOFING SHALL BE APARATED, EXPOSURE NAILEDW/8D NAILS @6" O.C. ALONGPANEL EDGE AND 12" O.C. @INTERMEDIATE SUPPORTS,PLYWOOD SHEETS TOTERMINATE ON KICKERS.

1'-4"EXISTING STUDS

NEW OR EXISTING 2x6 TOP& BOTTOM

NEW 4x6 CENTERED ONBRACKET

SIMPSON HGA 10 KTANCHORS (TYP.) ATTACHW/SCREWS PROVIDED

HEIGHT OF MOUNTINGBRACKET +8" TYPICAL

NOTE: IF MOUNTINGBRACKET OCCURS AT ASTUD, PROVIDE 4X6 DETAILAT EACH SIDE OF STUD

VARIES

5 1/2"

REMOVE AND REPLACEPLYWOOD SHEATHING ASREQUIRED

L/S1.0

PROVIDE SOLIDBLOCKING ATCANOPY BRACELOCATIONS.ATTACH BLOCKINGTO STUDS WITHSIMPSON HGA10KTANCHORS.

EXISTING STUD WALL.

NEW CANOPYBRACE.

PATCH EXISTINGFINISH.

REMOVE ANDREPLACE PLYWOOD.

SHEATHING ASREQUIRED.

NEW P.T. WOODSPACER FLUSH WITH

EXISTING FINISH

EXISTING PLYWOOD.SIMPSON H5 TIES W/8-8DNAILS, TYP.

2X6 DOUBLE ANCHOR PLATEW/ 1/2" LAG BOLTSW/WASHERS INTO EXISTINGTRUSS @ 16" O.C.- EMBEDBOLT 2" INTO TRUSS TYP.EXISTING ROOFING SYSTEM

EXISTING TRUSS

2" EMBEDTYPICAL

PROVIDE NEW 2X10 P.T. WOODSTUDS @ 16" O.C. W/ 15/32"PLYWOOD SHEATHING BOTHSIDES

PROVIDE NEW 2X6 P.T.DOUBLE ANCHOR PLATE W/1/2"X5" LAG BOLTS @ 16" O.C.-OFFSET 1" FROM STAGGERED

SIMPSON H5 TIES W/8-8DNAILS, TYP. NEAR SIDE ANDFAR SIDE

EXISTING TOP OF PARAPET TOREMAIN- REMOVE EXISTINGALUMINUM TRIM CAP

NEWEXISTING

NEW CANOPY

EXISTING BOT. PLATES.

NEW 4"X6" BLOCKING ATTACHED TO EXISTINGHEADER & BOT. P1'S W/ SIMPSON HGA10KTANCHORS. SEE DET B/S1.0 (SIMILAR)

NEW SOLID BLOCKING AT CANOPYTHRU-BOLT LOCATIONS (TYPICAL)

T.O. EXISTING DOOR

EXISTING HEADER

SIMPSON H5 TIES W/8-8DNAILS, TYP.

2X6 DOUBLE ANCHOR PLATEW/ 1/2" LAG BOLTSW/WASHERS INTO EXISTINGTRUSS @ EACH TRUSS- EMBEDBOLT 2" INTO TRUSS TYP.

EXISTING ROOFING SYSTEM

EXISTING TRUSS

PROVIDE NEW WOOD BLOCKING INEXISTING WALL- REFER TO B/S1.0FOR BLOCKING DETAIL

CONTINUOUS MOISTURE BARRIER2" INSULATION BOARD ON

EXISTING PLYWOOD SUBSTRATEEIFS FINISH CONTINUOUS

OVER WOOD BLOCKING

4x6 P.T. WOOD SPACER

NEWTRANSOM

LIGHT

NEW 2x P.T.WOOD

SPACERS ATTRANSOM

LIGHTATTACHMENT

EXISTINGHEADER ORNEWBLOCKING INEXISTINGSTUD WALL

SUNSHADE LOUVER ATTACHMENT DETAIL 1 1/2"=1'-0" F

PLAN DETAIL @ WOOD BLOCKING 1 1/2"=1'-0" L

KICKER DETAIL @ ROOF PENETRATION 3"=1'-0" GNEW CONSTRUCTION @ PARAPET EXTENSION 3"=1'-0" K

DETAIL @ TRANSOM LIGHT 3"=1'-0" C

WOOD BLOCKING @ CANOPY & SUNSHADE 1 1/2"=1'-0" B

CANOPY DETAIL 1 1/2"=1'-0" A

BRACE ATTACHMENT BLOCKING DETAIL 3"=1'-0" D

KICKER DETAIL @ ROOF PENETRATION 3"=1'-0" H

KICKER DETAIL @ NEW EXTENDED PARAPET 3"=1'-0" J

CANOPY ATTACHMENT BLOCKING DETAIL 1 1/2"=1'-0" E

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC


06.12.07

K30

MAR07

X900069

06.12.07

K30 REMODEL

S1.0

STRUCTURALDETAILS

A

B

C

D

E

9 8 7 6 5 4 3 2 1

NEW WALL CONSTRUCTION.ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. DIMENSIONS AT EXISTING SURFACES ARE FROM EXISTING MATERIALS.

DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN. REQ'D. NET CLEARANCE FROM FACE OF WALL / WAINSCOT FINISH.VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING.

SEE SHT. A1.2 FOR WINDOW TYPES AND DOOR SCHEDULE.ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING.

PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 12" A.F.F. MIN. IN LIEU OF GYP. BD. AT NEW ANDRECONSTRUCTED WALLS EXCEPT SHEARWALL SURFACES, U.O.N.ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH SILICONGENERAL PURPOSE SEALANTS.

DIMENSIONS:A.

B.

WINDOWS / DOORS:A.B.

FINISH SUBSTRATES:A.

B.

SEE A2.0 FOR SEATING & FINISHES PLAN.SEE A7.1 FOR CEILING FINISHES.SEE A8.0 FOR WALL FINISHES

DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON-BEARING INTERIOR PARTITIONS,BULKHEADS AND SOFFITS IS ACCEPTABLE.ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH, PER X/A6.0 OR ASRECOMENDED BY MANUFACTURERALL PENETRATIONS THROUGH E.I.F.S. SHALL BE SEALED USING MANUFACTURER'S APPROVED METHODG.C. TO PROVIDE ACCESS FOR EMPLOYEES TO AT LEAST ONE TOILET ROOM FOR DURATION OF CONSTRUCTION

DECOR:A.B.C.

GENERAL:A.

B.

C.D.

TYPICAL EXISTING EXTERIOR WALL:EXISTING 2x6 FRAME.

TYPICAL NEW EXTERIOR WALL:FILL EXISTING OPENING. MATCH ADJACENTTEXTURE AND FINISH

TYPICAL EXISTING INTERIOR WALL

TYPICAL NEW INTERIOR WALL:CONSTRUCT TYPICAL INTERIOR PARTITION WALL W/2x4 STUDS AT 16" O.C. W/ 1/2" GYP. BD. SUBSTRATEU.N.O

NEW EIFSEXISTING DOOR TO REMAIN

NEW DOOR

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

KEYNOTES BGENERAL NOTES CLEGEND 1/4"=1'-0" D

WALL DETAIL 1/2"=1'-0" G

WALL DETAIL 1/2"=1'-0" E

WALL DETAIL 1/2"=1'-0" H

A1.0

FLOORPLAN

INTERIORSCOPE OFWORK

2'-2

"6'

-0"

2'-2

"

1'-9" 6'-83 4" 4'-314"

3'-814" 3'-0"

8'-4" 3'-212"

1MATCH

EXISTING

18'-6

1 2"

17'-214"

3"3"

1

3'-0"

7'-3"

1'-0

"

8"4"1'

-0"

612"

1

5'-0

"

BA5.0

BA5.1

CA4.1

A8.0

3

4

1

2

DINING

BA5.0 E

A1.0

AA4.0

GA1.0

AA8.1

CA5.0

CA5.1

AA5.0

CUSTOMER

STORAGE DRIVE-THRU

INTERIORSCOPE OFWORK

MENWOMEN

OFFICE

A8.0

7

8

6

PASSAGE

SERVING

KITCHEN

AA5.1

AA4.1

AA5.0

BA4.1

A8.05

6'-83 4"

4'-6"

1112"

1

EXISTING RAILING, RELOCATE AS REQ'D TO FACILITATE 54" CLEAR FROM FACEOF STUCCO TO RAILING.

1

4'-7

"

P-1

6'-8 3/4"

P-3

P-17

P-3

PROVIDE A 3/4" EXPANSIONJOINT WITH BACKER ROD ANDSEALTANT WHERE EIFS MEETSEXISTING SHEATHING.

EXISTING WALL FRAMING TOREMAIN.

RECESS P.O.P BOX.5" MIN.

5 7/

8"

CA5.111

A6.12x6 WOOD STUDSAT 16" O.C. MAX.

PAIR OF NEW DOORS

12"

FACE OFEXISTINGSHEATHING.

EQ.

3'-4 3/8"POP BOX

EQ.4'-3 1/4"

1" STUCCO OVERSELF-FURRING METAL LATHOVER (2) LAYERS ASPHALTKRAFT PAPER OVER 5/8"PLYWOOD SHEATHING

11'-0"2'

-2"

3"

7'-4

"2'

-2"

3"

EXI

STI

NG

WIN

DO

W O

PEN

ING

FIN

ISH

ED

DIM

.FI

NIS

HE

D D

IM.

PROVIDE A 3/4"EXPANSION JOINTWITH BACKER RODAND SEALTANT WHEREEIFS MEETS EXISTINGSHEATHING

PROVIDE A 3/4"EXPANSION JOINTWITH BACKER RODAND SEALTANT WHERENEW EIFS MEETSEXISTING EIFS

2x12 WOODSTUDS AT 16" O.C.MAX.

12"

13"

FACE OF EXISITNGSHEATHING



REMOVE PILASTERS

NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING OR OUTSIDE ROOM.

4

FALC

ON

#T5

11 D

G W

IC X

26D

8,11

SEE

DO

OR

TYP

E E

LEVA

TIO

NS

1 1/

2 P

R M

cKIN

NE

Y #

TA27

14, 4

-1/2

" x 4

-1/2

"X26

D

CO

NT.

HIN

GE

BY

VIS

TAW

ALL

DOOR SIZEDOOR

NO.

FRA

ME

TYPE

DO

OR

BUTTS

11 2 32

FLO

OR

STO

P -

RO

CK

WO

OD

441

CU

X 2

6D

STA

INLE

SS

STE

EL

8" x

.050

X 2

" L.T

.D.W

.

DO

RM

A 7

200

X 26

D

I.D.C

. 652

-P

UN

DER

CU

T 3/

4"

THR

ES

HO

LD IN

CLU

DE

D IN

PA

CK

AG

E

PA

NIC

HA

RD

WA

RE

BY

VIS

TAW

ALL

*

121

LOCKS

22 1 21 1 32

DO

OR

SIG

N

DOOR NOTES

LESS THAN DOORWIDTH

*

FALC

ON

- PR

IVA

CY

SE

T - T

301

X 26

D

MOUNT DOOR CLOSERS ON RESTROOM, OR OFFICE SIDE ONLY.

MOUNT KICKPLATE ON PUSH SIDE ONLY.

MAXIMUM DOOR OPERATING PRESSURE: 5LBS. INTERIOR, 15LBS. EXTERIOR.

ADA COMPLIANT ACCESSIBILITY SIGNAGE (OR AS REQUIRED BY LOCALJURISDICTION)- (1) MEN; (1) WOMEN.

RESTROOM SIGN REQUIRED.

INTERIOR FRAMES SHALL BE PAINTED, P-13 - ENAMEL FINISH

IF EXISTING SOLID WOOD DOOR- SAND DOOR TO REMOVE ORIGINAL FINALFINISH COAT; STAIN ALL SIDES AND EDGES WITH SHERWIN WILLIAMSSW-3121-8 'PEARWOOD' STAIN. FINISH WITH TWO COATS POLYURETHANEVARNISH AS RECOMMENDED BY STAIN MANUFACTURER.

BUCKET PUSH AND PULLS ARE INSTALLED BY VISTAWALL ON ALL DOORSPURCHASED THROUGH VISTAWALL. IF DOORS ARE NOT PURCHASEDTHROUGH VISTAWALL, REFER TO DETAILS D&E/A1.1 FOR BUCKETPUSH/PULL MOUNTING DETAILS

REPLACE ALL DEFECTIVE LAMINATE DOORS WITH NEW SOLID CORE WOODDOORS WITH WILSONART KENSIGNTON MAPLE 10776-60 LAMINATE FINISH

NOT USED

ALUMINUM FRAMES FOR DOORS 1 AND 2 SHALL BE CLEAR OR BRONZEDURANODIC FINISH TO MATCH THE EXISTING ALUMINUMWINDOW/STOREFRONT SYSTEMS.

REFERENCE NOTES:1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

KICKPLATEON PUSHSIDE ONLY

5'-0

"

3'-0

"

SIGN WHERENOTED

LEVER

0'-0"FINISH FLOOR

7'-2"R.O.

0'-0"FINISH FLOOR

7'-2"R.O.

8,11

HWINDOW TYPES 1/4"=1'-0"

DOOR TYPES N.T.S. C

DOOR SCHEDULE NOTES B

DOOR SCHEDULE A

PU

SH

PU

LL

CH

M 1

CH

M 1

1

2

3

4

6

7

8

PR. 3'-0" x 7'-0" x 1-34"

3'-0" x 7'-0" x 1-34"

3'-0" x 6'-8" x 1-34"

3'-0" x 6'-8" x 1-34"

C

D

A

A

AL AL

AL AL

WD

WD

HM

HM

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1,2,3,4,5,6,9

1,2,3,4,5,6,9

PREFERRED SUPPLIERINTERIOR DOORS, FRAMES & HARDWARE

LOCKNETMIKE MOYNAHAN100 COURCHELLE DRIVENICHOLASVILLE, KY 40356800-887-4307 FAX: 859-887-4968

X

X

2'-6" x 6'-8" x 1-34"

X

X

X

X

X

X

3'-0" x 7'-0" x 1-34"

MEDIUM STILE DOORS

A1.1SCHEDULE

BUCKET PULL MOUNTING DETAIL 3/8"=1'-0" DBUCKET PULL MOUNTING DETAIL 3/8"=1'-0" E

DEAD LOCK DOORS PULL WITH PUSH PLATE

PANIC DOORS PULL ONLY NO PUSH PLATE

44"

41 1

/2"

31 7

/8"

71 2"

FIN

. FLO

OR

TO

TOP

OF

PULL

PANIC DEVICE

41 2"

43 4"2

1 16"

71 2"4

1 2"4

3 4"21 16"

71 2"

46 1

/4"

36 5

/8"

71 2"

FIN

. FLO

OR

TO

TOP

OF

PULL

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

GLASS SCHEDULE1" INSULATED GLASS

1/4" TEMPERED GLASS

A

B

B B

B

1

A

B

C

D

E

9 8 7 6 5 4 3 2 1

SEATING AND DECOR PLAN 1/4"=1'-0" A

KEYNOTES B

NEW WALL FINISH. SEE A8.0

FOCAL GRAPHIC . REFER TO FOCAL GRAPHIC STRIPE DETAILS SHEET A8.0

MAINTAIN 36" MIN CLEAR AISLE EGRESS PATHS TO EXIT DOORS. PLUS 19" FROM TABLE EDGEOF ALL CHAIR PERPIDICULAR TO ACCESS AISLE.

30" x 48" ACCESSIBLE SEATING POSITION.

DOT INDICATES CORE DRILL LOCATION. EXACT LOCATIONS OF ALL COREDRILLS SHALL BE PROVIDED BY SEATING VENDOR. SEE DETAIL 5/A6.2.

REINSTALL EXISTING MENUBOARD

16 GAGE STAINLESS STEEL ENDCAP/CORNER GUARD FULL HEIGHT. SEE4/A6.2

NEW 2" STAINLESS STEEL CORNER GUARD, FULL HEIGHT. SEE 4/A6.2

RELOCATED 26" x 33" COOLER

NEW BUCKET LIGHT

NEW CORE DRILL

NEW DECOR ELEMENT WITH GRAPHIC LAMINATE

LEGEND CARTWORK SCHEDULE F EQUIPMENT SCHEDULE E

SIZETYPE QTY.VI-XX

VI-A1 LARGE GRAPHIC 27"w x 52"h 1VI-A2 LARGE GRAPHIC 27"w x 52"h 1

VI-A6 SMALL GRAPHIC 26"w x 30"h 1VI-A7 SMALL GRAPHIC 26"w x 30"h 1

VI-S1 LADIES SIGN 8.125"w x 9.625"h 1VI-S2 GENTLEMEN SIGN 8.125"w x 9.625"h 1VI-S3 EMPLOYEES ONLY 8.125"w x 9.625"h 1VI-S4 KENTUCKY FRIED CHICKEN 66"w x 7.89"h 1VI-S8 PUB SIGN 2' DIAMETER 2

VX-A1 LARGE EXTERIOR PANEL 87 3/4" w x 78 1/4" h 1VX-A2 SMALL EXTERIOR PANEL 45 3/4" w x 78 1/4" h 1VX-A3 SMALL EXTERIOR PANEL 45 3/4" w x 78 1/4" h 1VX-A4 SMALL EXTERIOR PANEL 45 3/4" w x 78 1/4" h 1

DECOR SCHEDULE D

COMMUNITY TABLES - TOP 36" AFF W/ROUND STOOLS 24" H.

RELOCATED 48" x 30" MICROWAVE TABLE

G.C. TO RELOCATE TRASH RECEPTACLE.

CEILING CLOUDS- SEE E/A7.1

* (H) - SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS

** - SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE.HANDICAPPED ACCESSIBLE TABLES SHALL FEATURE A PERMANENTLY APPLIEDINTERNATIONAL SYMBOL OF ACCESSIBILITY (WHEELCHAIR LOGO) EITHER ENGRAVED,EMBOSSED OR OTHERWISE PERMANENTLY APPLIED (NO DECALS) TO EITHER THETABLETOP OR TABLE EDGING OF THE ACCESSIBLE STATIONS.

HC

ITEMQTY. REMARKSD-X

D-1 1 SERVING COUNTER -D-2 0 RAILING -D-3 0 SELF-SERVE DRINK COUNTERD-4 1 TABLE PACKAGED-5 1 CHAIR PACKAGE

***

***D-6 1 TRASH RECEPTACLE / TRAY RETURN DOUBLE -D-7 1 TRASH RECEPTACLE / TRAY RETURN SINGLE -D-8 1 GRAPHIC CEILING PANELSD-9 1 DIVIDER WALL W/ FROSTED GLASS GRAPHIC PANEL ABOVE -

*** - GRAPHIC CEILING PANELS TO BE SUPPLIED BY THE OWNER THROUGH THE DISTRIBUTORAND INSTALLED BY THE GENERAL CONTRACTOR

**** - DRINK STATION IS TO BE PROVIDED BY THE OWNER THROUGH THE DISTRIBUTOR ANDINSTALLED BY THE GENERAL CONTRACTOR. THE DECOR VENDOR SHALL COORDINATEAND VERIFY THE OVERALL LENGTH OF THE WALL WITH THE BENCH SEATING, THEDIVIDER WALL AND THE DRINK STATION. THE DRINK STATION IS 6'-0" IN WIDTH.

***

****

D-10 1 WAITING BENCH -

VI-A3 LARGE GRAPHIC 27"w x 52"h 1

RE-INSTALL EXISTING CASH DRAWER BRACKETS. COORDINATE LOCATIONWITH POS LOCATIONS.

A2.0

SEATINGPLAN

NEW FOCAL GRAPHIC- REFER TO FOCAL GRAPHICSTRIPE DETAIL ON SHEET A8.0

STRAW AND LID DISPENSER

UNDER COUNTER CUP DISPENSER

RE-INSTALL EXISTING SAFEU-070 2 RECEIPT PRINTER POS PROVIDEDU-100 2 POS/ORDER ENTRY TERMINAL POS PROVIDEDU-121 2 CASH DRAWER HOLDER POS PROVIDED

K-130 2 X MOBILE FRONT COUNTER CART 18"X24" ISS #FC18242MYA

BACK OF FRONT COUNTER SHALL HELD AT 3'-0" FROM THE FRONT OF THE KFCPRODUCTION LINE.

VI-A8 MURAL 36"w x 48"h 1

B3

B2

VI-B2 VITRINES 12"w x 12"h 1VI-B3 VITRINES 12"w x 12"h 1

1

1

A

B

C

D

E

9 8 7 6 5 4 3 2 1

KEYNOTES B

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

NEW CONSTRUCTION

NEW CANOPY BELOW. SEE A4.0 FOR SIZE

4

2

1

3

LEGEND C

5

6

7

NEW CANT STRIP. SEE 1/A6.0

EXISTING ICE MACHINE CONDENSER

NEW PARAPET CAP

EXISTING EQUIPMENT TO REMAIN

EXISTING ROOF HATCH TO REMAIN

EXISTING CRICKET TO REMAIN. TIE INTO NEW SLOPED AREAS WHEREREQUIRED

EXISITNG ROOF DRAINS AND OVERFLOW O REMAIN

RELOCATED EXHAUST FAN. COORDINATE EXACT LOCATION IN FEILD.

8

SLOPE TO DRAIN 1/4" / FT.

8

LINE OF WALL BELOW

8

8

2

2

3

2

1

1

1

4

6

6

6

6

6 6

6

12'-6

" E

XTEN

T O

F R

AIS

ED

PA

RA

PET

21'-8" EXTENT OF RAISED PARAPET

@ ROOF LEVEL

@ ROOF LEVEL

SIM. DETAILING FROMEXISTING ROOF TOTOP OF PARAPET

SIM. DETAILING FROMEXISTING ROOF TOTOP OF PARAPET

5"

NEW PARAPET SUPPORT, SEE DETAILS S1.O AND S1.1. IF EXISTING ROOFELEMENTS ARE LOCATED IN THE AREA OF THE SUPPORTS, THE ANGULARPARAPET SUPPORT SHALL HAVE A MINIMUM HORIZONTAL LENGTH OF 2'-0"AND MAY HAVE A MAXIMUM HORIZONTAL VOID OR INTERRUPTION OF 6'-0"MAXIMUM FOR THE EXISTING ROOF OBSTRUCTIONS. REQUIREDCLEARANCES BETWEEN THESE ITEMS AND THE ANGULAR SUPPORT ARE TOBE COORDINATED WITH THE ROOFING MATERIAL MANUFACTURER. THEINTERRUPTION SHALL BE CENTERED ON THE OBSTRUCTION. ALL EXPOSEDCONSTRUCTION RELATED TO THE SUPPORT SHALL BE FINISHED WITHROOFING MATERIAL AND RECEIVE FLASHING AND COUNTERFLASHING ASRECOMMENDED BY THE ROOFING MANUFACTURER

A3.0

ROOFPLAN

BA5.0

BA5.1

BA5.1

2A6.1

AA5.1

AA5.0

2A6.1

CA5.0

CA5.0

9

9

9

5

5

10

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

KEYNOTES C

GENERAL NOTES:

1. G.C. TO PROVIDE FLUSH, SEALED, FINISHED MOUNTINGSURFACE FOR ALL BUILDING ELEMENTS.

2. G.C. TO PROVIDE STRUCTURAL BLOCKING FOR ALLBUILDING ELEMENTS - COORDINATE WITH OWNER'SVENDORS.

3. PAINT ALL OTHER UTILITY ELEMENTS, PIPES ANDDOWNSPOUTS THE SAME COLOR AS THE RELATIVEHEIGHT ON THE BUILDING. TYPICAL U.O.N.

COLORMANUFACTURER FINISH

BENJAMIN MOORE - REQ'D E-25: HERITAGE RED SATIN EXTERIOR FIELD - 4, 5

NOTES

BENJAMIN MOORE - REQ'D E-26: CLASSIC BURGUNDY SATIN EXTERIOR ACCENT - 4, 5SHERWIN WILLIAMS SW7020: BLACK FOX - 4 SATIN EXTERIORBENJAMIN MOORE HC-21: HUNTINGTON BEIGE SATIN EXTERIOR FIELDBENJAMIN MOORE DOT YELLOW - BOLLARDSBENJAMIN MOORE INDUSTRIAL ENAMEL - ALUMINUM - EXTERIOR RAILINGS

SHERWIN WILLIAMS SW2123: KFC WHITE GLOSS EXTERIOR ACCENT

NOTE: 1. ALL EXTERIOR PAINT APPLIED TO THE BUILDING SHALL BE EXTERIOR LATEX MOORGLO SOFT GLOSS FINISH#096 OR EQUAL

2. APPROVED PAINT MANUFACTURERS: BENJAMIN MOORE, SHERWIN WILLIAMS, ICI, PITTSBURGH PAINTS ANDPORTER. MATCH SPECIFIED SCHEDULE COLORS EXACTLY

3. P-1, P-2 AND P-3 SHALL RECEIVE FINAL FINISH COAT OF BENJAMIN MOORE M73S WATERBORNE URETHANESEMI-GLOSS FINISH- NO OTHER UV PROTECTANTS PERMITTED.

4. P-1, P-2 AND SHALL BE BENJAMIN MOORE 5. THE LOCATION OF THE CLOSEST BENJAMIN MOORE OUTLETS CAN BE DETERMINED BY CALL THE BENJAMIN

MOORE 24 HOUR NATIONAL ACCOUNT HOTLINE AT 1-877-626-56766. PAINT PURCHASED THOUGHT BENJAMIN MOORE NATIONAL ACCOUNTS PROGRAM CAN BE DELIVERED TO

THE JOB SITE BY THE END OF THE FOLLOWING BUSINESS DAY.

P-X

P-1

P-2

P-3

P-4

P-5

P-6

P-8

P-10 SHERWIN WILLIAMS SW7069: IRON ORE GLOSS EXTERIOR MENUS

SIGN/CANOPY/ARTWORK SCHEDULE N.T.S. B

ITEM DESCRIPTIONQTYV-XXX

V-017 1 KFC ENTRY CANOPY *

* REQUIRES LIGHT FIXTURE(S). SEE ELECTRICAL.

NOTE: ADDITIONAL INFORMATION IS AVAILABLE ON THEPLANS.YUM.COM WEBSITE. SEE "SIGNAGE AND AWNING INFO."

V-032 3 KFC ALUMINUM SUN SHADE

ELEC

V-016 0 KENTUCKY FRIED CHICKEN WALL SIGN X

V-044 1 KFC EXTERIOR "POP" - BY DISTRIBUTOR X

1 KFC LARGE ART PANEL - NON BRANDED

1 KFC EXPRESSION ART PANEL - NON BRANDED

V-028 0 KENTUCKY FRIED CHICKEN CANOPY SIGN XV-027 2 KFC WALL SIGN XV-026 1 KFC "MUG" W/ APRON BUCKET SIGN X

V-015 1 DRIVE-THRU CANOPY *

V-046 1 KFC LEXAN PANEL FOR "POP" - BY DISTRIBUTOR

V-037 1 KFC 4'x8' CUSTOM "MUG" W/ APRON SIGN X

1 KFC EXPRESSION ART PANEL - NON BRANDED

VX-A3 1 KFC EXPRESSION ART PANEL

V-036 1 KFC SIGNAGE BACKING PANEL w/ GRAPHICS - LEXAN IN MTL FRAME

GENERAL NOTES F

EXTERIOR FINISH SCHEDULE EEXTERIOR FINISH SCHEDULE 3/8=1'-0" H

V-031 1 RED AND WHITE CANOPY

V-043 1 KFC TRANSOM LIGHT X

P-7 DAL TILE - PORCEALTO CD 85 OSSIDIANA 12X12 POLISHED CBP #60 SANDED CHARCOAL GROUT

A4.0

EXTERIORELEVATIONS

21'-0"T.O. PARAPET

NOT USED.

NEW GRAPHIC PANEL * CUSTOM SIZED

NEW CANOPY *

NEW BUILDING SIGN (PERMITTED SEPARATELY) *

NEW WALL LIGHTING SEE A7.1

NEW SUNSHADE LOUVERS - SEE A5.0 *

NOT USED.

EXISTING DOOR TO REMAIN

PARAPET BEYOND

NEW EIFS (SEE SCHEDULE E/4.0 A7. FOR COLORS)

NEW LIGHTED BOX

EXISTING WINDOW TO REMAIN

NEW WHITE PARAPET CAP - SEE A6.0

NEW MURAL PANEL - SEE A2.0

OUTLINE OF EXISTING COOLER

12x12 CERAMIC TILE

OUTLINE OF EXISTING TRASH ENCLOSURE

NOT USED

NEW DOOR - SEE A1.1EXISTING ELECTRICAL EQUIPMENT TO REMAIN

STUCCO BAND

EXISTING STEEL BOLLARDS TO REMAIN-TYP

EXISTING SECURITY LIGHT TO REMAIN

EXISTING RAILING TO REMAIN

NEW PARAPET KICKER BEYOND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27NOT USED

EXISTING GAS METER TO REMAIN

1" REVEAL IN STUCCO.28

3/4" EXPANSION JOINT WITH SEALANT AND BACKER ROD29

REFER TO PAINT MANUFACTURER FOR RECOMMENDED PRIMER AND FINISHTO BE APPLIED TO EXISTING WALK IN BOXES.

30

EQ

.E

Q.

2

2

2

2

2

2

2

VX_A4_NB2

2

2

2

CL

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

SOUTH ELEVATION 1/4"=1'-0" B

NORTH ELEVATION 1/4"=1'-0" CFRONT TOWER ELEVATION 3/8"=1'-0" D

A4.1

EXTERIORELEVATIONS

1P-2

P-3

0'-0"FINISH FLOOR

NOTE:TRASH ENCLOSURE NOTSHOWN FOR CLARITY

2

2

2

2

2

2

2

2

2

2

2

2

2

2 2

2

2

2'-2" 6'-6" 2'-2"

3'-6

1 2"

5'-0

1 2"

10'-6

34"

2"P-8

P-2

P-3

P-1

5A6.1

WALL SECTION @ ENTRY SIDE DINING 3/4" = 1'-0" BWALL SECTION @ MAIN ENTRY 3/4" = 1'-0" C WALL SECTION @ KITCHEN 3/4" = 1'-0" A

A5.0

WALLSECTIONS

2'-1

0"

8'-8

"

EL. 0'-0"TOP OF SLAB

9'-0

"

EL. +10'-9 1/2"EXISTING TRUSS BEARING

6'-2

1 2"


17'-0

"

2'-1

0"

7'-3

5 8"


21'-0

"

7'-2

"

5'-6"

EL. +7' 3 5/8"BOT. OF HEADER

3'-5

7 8"10

'-21 2"

3A6.0

SUSP. A.C.T. SEEREFLECTED CEILINGPLAN.

FASTEN PARAPET FRAMINGTO TRUSS WITH (4) 16dCOMMON NAILS AT EA.TRUSS, TOP AND BOTTOMCHORDS.

2

2

WALL SECTION @ DRIVE-THRU 3/4" = 1'-0" AWALL SECTION @ FRONT TOWER 3/4" = 1'-0" BWALL SECTION @ SIDE TOWER 3/4" = 1'-0" C

A5.1SECTIONS

EL. +10'-9 1/2"EXISTING TRUSS BEARING/BOT. OF CANOPY


2'-1

0"

10'-1

11 2"H

X 1

1'-0

"W R

EC

ES

S F

OR

SIG

NA

GE

534"

7'-3

5 8"


21'-0

"

8'-0

"

7'-2

"

5'-6"

EL. +7' 3 5/8"BOT. OF HEADER

3'-5

7 8"10

'-21 2"

RECESS POP BOX 5"INTO WALL BOX BYSIGN VENDOR

1" STUCCO OVERSELF-FURRING METAL LATHOVER OVER (2) LAYERSASPHALT KRAFT PAPER OVER5/8" PLYWOOD SHEATHING

CONC. FDN. 1'X2' MIN.- USE #4'S @ 12" O.C.EACH WAY. TIE TOEXIST. FDN. W/ 8" #4DOWELS @ 2'-0" O.C.

SCAB ON NEW 2x4 ONTOEXISTING MANSARD FRAMINGMEMBER FASTEN TO PARAPETFRAMING.

PROVIDE NEW ROOFINGMEMBRANE OVER 5/8" PLYWD.

EL. +10'-9 1/2"EXISTING TRUSS BEARING

FASTEN PARAPET FRAMINGTO TRUSS WITH (4) 16dCOMMON NAILS AT EA.TRUSS, TOP AND BOTTOMCHORDS.

PROVIDE BLOCKINGFOR SIGNAGE. VERIFYLOCATION WITH SIGNAGEVENDOR.

PROVIDE BLOCKINGFOR SIGNAGE. VERIFYLOCATION WITH SIGNAGEVENDOR.

2

2

2

CANT 3"=1'-0" 1

YAR

018

4" (MIN.)

BASE FLASHING

FIBER CANTSTRIP W/ 4"LEGS - NAIL TOPLYWOOD AT 12"O.C.

ROOFINGMATERIAL OVERRIGIDINSULATION W/COVER BOARD.

DOOR HEAD 3"=1'-0" 2

ENTRY DOOR HEAD DETAIL 3" = 1'-0" 3

PARAPET CAP DETAIL 3"= 1'-0" 8

LIGHT BOX HEADER 3" = 1'-0" 7

PARAPET CAP DETAIL 3" = 1'-0" 10

PARAPET CAP DETAIL 3"=1'-0" 11

21 2"

FIBER CANT

EXISTING WALLCONSTRUCTION

ENTRY DOOR JAMB 3" = 1'-0" 9

A6.0

EXTERIORDETAILS

1/2" PLYWOODSHEATHING TOMATCH EXISTING

1" STUCCO OVERSELF-FURRING METALLATH OVER OVER (2)LAYERS ASPHALTKRAFT PAPER OVER 5/8"PLYWOOD SHEATHING

CANOPY HEADER AT POP BOX 3" = 1'-0" 4

"DURO-LAST" DRIPEDGE - INSTALLEDPER MFR. SPEC.

1" STUCCO OVERSELF-FURRING METALLATH OVER OVER (2)LAYERS ASPHALTKRAFT PAPER OVER5/8" PLYWOODSHEATHING

2x4 LATERALBRACING

1" STUCCO

EXISTING WALLCONSTRUCTION TOREMAIN

2

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC


06.12.07

K30

MAR07

X900069

07.17.07


K30 REMODEL

A6.1

EXTERIORDETAILS

STUCCO @ INSIDE CORNER N.T.S. 7

STUCCO TO BASE FLASHING N.T.S. 2

YAW

025

2 "

5 "

8" M

IN. T

O R

OO

F

GALV. METAL REGLET ANDREMOVABLE FLASHING - 2 PIECEREGLET TYPE-ST FLASHING ASMANUFACTURED BY FRY CORP.OR EQUIVALENT

SUBSTRATE PER WALL SECTIONS

ROOFING/BASE FLASHINGSYSTEM. EXTEND BEHINDSTARTER TRACK.

YAW

323

BLOCKING AS REQUIRED

FASTENER AS REQUIRED

WASHER

NOTE:INSTALL BUSHING AFTER STUCCOAPPLICATION HAS HARDENED. DRILLHOLE SLIGHTLY LARGER THANBUSHING THROUGH INSULATIONONLY, STOP AT PLYWOOD. CAULKOPENING PRIOR TO INSERTINGFASTENER TO SEAL PENETRATION.

PVC (SCH 40) BUSHING - FILL WITHSEALANT

CONNECTION THRU EIFS 3" = 1'-0" 4

STUCCO REVEAL DETAIL 6" = 1'-0" 5

SOFFIT DRIP DETAIL 3"=1'-0" 1

STUCCO @ J-BOX 3" = 1'-0" 8

TYPICAL STUCCO DETAIL N.T.S. 6TYP. STUCCO BASE TERMINATION N.T.S. 9 TYP. STUCCO CORNER HIGH-IMPACT N.T.S. 3

TILE DETAIL 3"-1'-0" 10

1/2" CEMENT BOARD

CERAMIC TILE

SEALANT AND BACKEROD

EXPANSION JOINT DETAIL 3"-1'-0" 11

WOOD STUD WALLFRAMING

SHEATHING

SELF FURRING METALLATH

(2) LAYERS OF ASPHALTKRAFT PAPER

SCRATCH COAT

BROWN COAT

PRIMER

FINISH COAT

FOUNDATION

WEEP SCREEDTERMINATION

FOUNDATIONWATERPROOFING

WOOD STUD WALL FRAMING

SHEATHING

(2) LAYERS OF ASPHALT KRAFTPAPER

SELF FURRING METAL LATH

CORNER BEAD FILLED SOLID

SCRATCH COAT

PRIMER COAT

FINISH COAT

SHEATHING

WOOD STUD WALL FRAMING

(2) LAYERS OF ASPHALT KRAFTPAPER

CASING BEAD

SELF FURRING METAL LATH

SCRATCH COAT

BROWN COAT

PRIMER

FINISH (TEXTURE OR SMOOTH)

WOOD STUD WALLFRAMING

EXISTINGSTRUCTURE

SEALANT ANDBACKER ROD

SHEATHING

CASING BEAD

ASPHALTIC BUILDINGFELT

EXPANDED GALV.METAL LATH

SCRATCH COAT

BROWN COAT

PRIMER

FINISH (TEXTURE ORSMOOTH)

3/4"

SEALANT AND BACKER ROD

EXISTING SURFACE

2X WOOD STRUCTURECASING BEAD

2x STRUCTURE

1" DEEP WEATHER TIGHT J-BOX.MOUNT TO SUPPORTINGSTRUCTURE.SET IN SEALANT

1 8" T

YP.

BACKWRAP OPENINGS

SEALANT AND BACKER ROD

CONDUITAIR SEAL

CASING BEAD

CASING BEAD

CASING BEAD

7/8"

7/8" DRIP SCREED

1"

1" WIDE TRACK REVEAL

1" STUCCO OVER SELF-FURRINGMETAL LATH OVER (2) LAYERSASPHALT KRAFT PAPER OVER5/8" PLYWOOD SHEATHING

1

1

1

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC


06.12.07

K30

MAR07

X900069

07.17.07


K30 REMODEL

MONITOR CEILING BRACKET N.T.S. 1

OFFICE COUNTER 3/4"=1'-0" 2

NOT USED NTS 3

CORNER GUARD 3" = 1'-0" 4

CORE DRILL 1 1/2"=1'-0" 5

SECTION AT CHAIR RAIL 3"=1'-0" 6

BASE IN DINING ROOM 3"=1'-0" 7

BASE IN RESTROOM 3"=1'-0" 8

SUPPORT PERP. TO TRUSS 1/2"=1'-0" 9SUPPORT PARALLEL TO TRUSS 1/2"=1'-0" 12

MAPLE CHAIR RAIL

34"

18"

1 2"

51 2"

R 14 "

NOTE: SEE INTERIORELEVATIONS FORFINISHES

3'-0"ELEV.

WC-1 SEE A8.0

TM-1

SAFFE ANCHOR HOLE TEMPLATE 1 1/2"=1'-0" 11

SAFE PEDESTAL 1"-1'-0" 10

A6.2

INTERIORDETAILS

5/8" CEMENT BD. SIZE 1/2"SMALLER THAN SAFE FOOTPRINT.

GROUT TO MATCH ADJ. FLOOR.

SAFE

FINISHED TILE SURFACE

ANCHOR BOLTS - BOLT HOLES =5/8" DIA. x 5" DEEP

Instructions for Safe Installation:1. Install 5/8" anchor or Lag bolts about 4 to 5" long.

2. PLACEe the safe into the position

Note: The installer should make sure to keep a 5" free space around the safe and to leave at least2" between the top of the safe and the counter. This will make it easier for the site to replace thetransformer, if it ever fails and the gap at the top is in case the safe ever is replaced, you will havethe room to remove it without having to have counter work done.

3. Once the safe in position, mark the holes for the bolts then pull the safe back out and drill theholes.

4 Fill holes with non srink grout, set safe back in position and insert the bolts.

5. If problems or questions, stop and telephone Fire King International (FKI) at 800-452-4655 andfollow prompts for assistance. FKI has technicians on duty during the following hours: Mondaythrough Saturday from 8 a.m. to 10 p.m. and on Sunday from 8 a.m. to 4 p.m., Eastern Standard Time(EST).

1'-612"

1'-8

"

312"

13 4"

1'-4

1 2"

1'-0"

13 4"

312"

FRONT OF SAFE

5/8" DIAMETER

1

A

B

C

D

E

9 8 7 6 5 4 3 2 1

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

KEY NOTES 1/4"=1'-0" B

6" COVE TILE BASE. TYPICAL. AT ALL WALLS. SEE 7&8/A6.2

PLATFORM FOR SAFE. SEE 3/A6.2

FLOOR TILE TRANSITION AT SERVICE COUNTER WALL.

START FLOOR TILE WHERE INDICATED

SANITARY TILE BASE IN RESTROOMS.

EXISTING FLOOR TO REMAIN.

TRUNCATED DOME DETECTABLE WARNING SYSTEM. SEEDETAIL 3/C1.0

IF TILE EXISTS ON SIDEWALK, REMOVE AND REPLACE WITHFT-2

A. DENOTES FINISH MATERIAL. REFER TO SHEET A7.2 FOR FINISHES.

B. TILE JOINTS (U.O.N.):1. PORCELAIN FLOOR TILE : 3/16"2. BASE, TRIM AND ACCESSORIES : MATCH

ADJOINING TILE UNITS

C. TILE INSTALLATIONS REQUIRE MANUFACTURERS STANDARD MOLDEDCORNERSAT BOTH INSIDE AND OUTSIDE CORNERS.

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

E. SEE SCOPE OF WORK SHEETS FOR RESPONSIBILITIES.

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

G. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS/ EQUIPMENT ABUTS WALL SURFACE. WHERE GAP BETWEEN WALL ANDCOUNTER SPLASH / EQUIPMENT EXCEEDS 1/4", PROVIDE S.S. CLOSUREANGLE.

H. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING FIXTURE WILL NOTBE ACCEPTED.

I. ALL DIMENSIONS FOR CORE DRILLS SHALL BE FROM FACE OF GYP. BD.

J. VERIFY ALL DIMENSIONS WITH SEATING VENDOR PRIOR TO INSTALLATION.

K. VERIFY CORE DRILL LOCATIONS FOR DINING COUNTER WALL LEGS WITHVENDOR.

L. SEE DETAIL 5/A6.2 FOR TYPICAL CORE DRILL.

M. IF TILE IS NEUTRAL. MONOTONE COLOR - IT MAY REMAIN. REPLACE CHIPPEDAND BROKEN TILES TO MATCH EXISTING

1

7

3

5

2

1

GENERAL NOTES CFLOOR FINISH DETAIL 1/2"=1'-0" D

6

6

7

A7.O

FLOORFINISHPLAN

6"

B-2

T-2

B-2

T-3

B-2

T-2

T-2

T-2

B-2

T-2

B-2

T-3

1

1

B-1

T-1

A

B

C

D

E

9 8 7 6 5 4 3 2 1

D1 H4

L

NEW CANOPY

REINSTALLED MENU BOARD

NEW PENDANT LIGHT-CENTER OVER TABLE

REINSTALL EXISTING SPEAKERS - PAINT P-16

NEW TRACK LIGHT

REPAIR EXISTING CEILING/GRID.

NEW SUNSHADE LOUVERS - SEE A4.0 & A4.1 FOR MOUNTING HEIGHTS

NEW TOWER LIGHT BOX

EXISTING EXIT LIGHT

HVAC RETURN GRILLE

HVAC SUPPLY DIFFUSER

PENDANT FIXTURE

EXISTING EMERGENCY LIGHTSSPEAKER

EXTERIOR WALL FIXTURE

RELOCATED CEILING FIXTURES

NEW 2'-0" x 4'-0" RECESSEDFLUORESCENT LIGHT FIXTURE(PARABOLIC)

EXISTING EXIT LIGHT(WALL MOUNTED)

DIRECTIONAL FIXTURE,TRACK MOUNTED




KEYNOTES B

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

LEGEND C

1

2

3

4

5

6

7

8

9

EXISTING CEILING TO REMAIN10

NEW GYPSUM BOARD CEILING11

NEW 1'-0" x 4'-0" SURFACEMOUNTED FLUORESCENTLIGHT FIXTURE

NEW RECESSED FLOURSCENT LIGHT FIXTURE12

13

NEW DIFFUSERS, SEE M1.0 FOR NOTES14

PATCH CEILING GRID - TIE INTO EXISTING GRID SYSTEM15

DIRECTIONAL FIXTURE,POINT MOUNTED

PENDANT FIXTURE

NOT USED16

17 NEW CEILING CLOUDS SEE A2.0 AND DETAIL THIS SHEET.

24X24 WHITE CEILING TILE AND GRID.

NEW GYP. SOFFIT OVER SERVICE COUNTER. PAINT P-1818

A7.1

REFLECTEDCEILING

PLAN

CLOUD DETAIL 1/2"=-1'-0" D

CEILING CLOUD DETAIL 1 1/2" = 1'-0" E

6" 2"

1'-0"

NEW BLACK CEILINGPANELS WITH TEGULAREDGE

A-1000 UNISTRUT WITHCHANNEL NUTS. THREEUNISTRUTS PER CLOUDPANEL

12 GA. HANGER WIRE

USG GRID LOADTRANSFER BRACKET.MIN. 6 PER CLOUD

PROVIDE A 48" LONGBLACK TRACK WITHFOUR HEADS

NOTE:

IF EXISTING DINING ROOM CEILING GRID IS STRAIGHT, PROPERLY SUSPENDED AND FREEFROM RUST, EXISTING GRID MAY REMAIN. PAINT BLACK. REPLACE CEILING TILES WITHNEW BLACK TILES.

4"4"

SOFFIT DETAIL 3/4" = 1'-0" E

EA7.1

1

1

2

2

2"

NEW CEILING CLOUDS SEE A2.0

A-1000 UNISTRUT WITH CHANNEL NUTS. THREEUNISTRUTS PER CLOUD PANEL

NEW BLACK CEILING PANELS WITH TEGULAR EDGE

EXISTING BULK HEAD.E

A7.1

2"

1'-312" 3'-4" 1'-0" 3'-4" 1'-0" 3'-4"

4'-8

"6"

8'-4"BOT. OF SOFFIT

2"x6" WOOD STUDS @16" O.C.

BOTTOM CHORD OF TRUSS

5/8" GYP. BD. OVER 1/2" PLYWOOD

9'-0"BOT. OF NEW DINING CLG.

NEW SUSP. A.C.T. & GRID.

EXISTING A.C.T. TO REWORK ASREQ'D.

10'-9 1/2"BOT. OF TRUSS

2x6 TIES AT 32" O.C.FASTEN TO SOFFIT FRAMINGAND BOTTOM CHORD OF TRUSS.

6" MIN

.6"

MIN

. 8'-4"BOT. EXISTING A.C.T.

NOTE: 1/2" GYPSUM BOARD OVER 2x FRAMING@ 24" O.C. COORDINATE FRAMING WITHMECHANICAL and ELECTRICAL FIXTURES.

LOCATION: TOP COARSE OF WALL TILE. ONEWALL EACH RESTROOM. SEE

A8.1 FOR LOCATION.

OPTIONAL GROUT: TEC COFFEE 969

MFR.:TYPE:COLOR:

WT-2 CROSSVILLECOLOR BLOX SERIES PORCELAIN TILE#A115 "CAMPING OUT"

SIZE:GROUT: LATICRETE #35 MOCHA, SANDED

MFR.:TYPE:COLOR:

TM-1CHAIR RAILSW# 3121-8 PEARWOOD

NOTE: 1 X 2 SOLID MAPLE

LOCATION: ONE WALL EACH RESTROOM. SEE A8.1 FOR LOCATION.

OPTIONAL GROUT: TEC COFFEE 969

MFR.:TYPE:COLOR:

P-17 BENJAMIN MOORE

BM READY MIX SUPER WHITEFINISH: LATEX SATIN/EGGSHELL

MFR.:TYPE:COLOR:

CL-4 USG24" x 24"FROST CLIMA PLUS 414-205 W/ TEGULAR EDGE

GRID: PRELUDE ML EXPOSED TEE, BLACKNOTE: FLAME SPREAD RATING 0-25, CLASS A

MFR.:TYPE:COLOR:

CL-2GYPSUM BOARDP-17

MFR.:TYPE:COLOR:

P-18 BENJAMIN MOORE

BM #310 "COUNTRY REDWOOD"FINISH: AQUA PEARL

MFR.:TYPE:COLOR:

P-12 SHERWIN-WILLIAMS

SW#6117 "SMOKEY TOPAZ"FINISH: LATEX SATIN/EGGSHELL

MFR.:TYPE:COLOR:

P-20 BENJAMIN MOORE

BM #HC-85 "FAIRWEIN TAUPEFINISH: LATEX SATIN/EGGSHELL

LOCATION: RESTROOM CEILING

LOCATION: DINING ROOM BULKHEAD, MENU BOARD SOFFIT, ORDER AREA WALL

LOCATION: DINING ROOM WALLS

LOCATION: LOBBY (OPEN CEILING), RESTROOM WALLS

LOCATION: DINING ROOM LOWER WALLS, RESTROOM PASSAGE WALLS

MFR.:TYPE:COLOR:

P-14 BENJAMIN MOORE

BM #2152-40 "GOLDEN TAN"FINISH (DINING): LATEX SATIN/EGGSHELLFINISH (KITCHEN): EPOXY / HIGH-GLOSS

LOCATION: DINING CEILING GRID

MFR.:TYPE:COLOR:


SW#6362 "TIGER EYE"FINISH: LATEX SATIN/EGGSHELL

LOCATION: DINING ROOM WALLS, KITCHEN WALLS.

MFR.:TYPE:COLOR:

P-16 SHERWIN WILLIAMS

SW #6990 "CAVIAR"FINISH: LATEX SATIN/EGGSHELL

MFR.:TYPE:COLOR:


SW#6362 "TIGER EYE"FINISH: ENAMEL

LOCATION: DOOR FRAMES

ALTERNATE: SW #6117 "SMOKEY TOPAZ" (ENAMEL)

DALTILELESLIE S. [email protected]

MARLITEDAN EGBERS330-343-6621WWW.MARLITE.COM

SHERWIN-WILLIAMSBRAD HARRINGTON216-341-5553 ext 115Cell: [email protected]

CROSSVILLEMIKE MATHEWSLOUISVILLE TILE DISTRIBUTOR4520 BISHOP LANELOUISVILLE, KY 40218502-452-2037NATIONAL ACCOUNT DIVISION800-369-7671

L.M. SCOFIELD COMPANY800-900-9900

HYDROMENTJAENNE ATKINSON248-478-3958CELL 810-459-1009

OMNOVA SOLUTIONS175 GHENT ROADFAIRLAWN, OH 44333MATT ORLY330-869-4385

BENJAMIN MOOREDOROTHY HAZINSKI800-635-5147 ext. 1841.

MFR.:TYPE:COLOR:

S-1 FORMICA SIGNATURESOLID SURFACE MATERIAL#742 BLANCO TERRAZZO

MFR.:TYPE:COLOR:

P-19 SHERWIN WILLIAMSSTAINSW #3121-8 "PEARWOOD"

TYPE: 1X2 WOOD TRIMLOCATION: DINING ROOM CHAIR RAIL

MFR.:TYPE:COLOR:

T-3 CROSSVILLECOLOR BLOCK SERIES PORCELAIN TILEA115 "CAMPING OUT"

SIZE: 12" X 12"GROUT: LATICRETE #35 MOCHA, SANDED

MFR.:TYPE:COLOR:

T-2 CROSSVILLECOLOR BLOCK SERIES PORCELAIN TILEA11077 "MUD PIE"

SIZE: 12" X 12"GROUT: LATICRETE #35 MOCHA, SANDED

ROOM FINISH SCHEDULE LEGEND AROOM FINISH NOTES D CONTACTS C

1.

2.

3.

4.

5.

6.

INSTALL FRP ON KITCHEN SIDE OF 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 A7.0 - FLOOR FINISH PLANSHEET A7.1 - REFLECTED CEILING PLANSHEETS A8.0 TO A8.3 - INTERIOR ELEVATIONS

APPROVED PAINT MANUFACTURERS:BENJAMIN MOORE, PORTER, SHERWIN WILLIAMS, ICI, & PITTSBURGH PAINTS.ALTERNATE MFRS. SHALL MATCH SPECIFIED SCHEDULE COLORS EXACTLY.

ALL PAINTED SURFACES SHALL HAVE A SPRAY APPLIED "LIGHT ORANGE PEEL"TEXTURE.

SYM.

CEILINGS

DESCRIPTIONALTERNATE / NOTE

SYM

MILLWORK

DESCRIPTION

ALTERNATE / NOTE

ALTERNATE / NOTE

WALLS

SYMALTERNATE / NOTEDESCRIPTIONSYM

WALLS LAMINATES

SYM

FLOORS

DESCRIPTION ALTERNATE / NOTE

ALTERNATE / NOTEDESCRIPTIONSYM

DOORS

SYM

WALL BASE

DESCRIPTION ALTERNATE / NOTE

DESCRIPTION

MFR.:TYPE:COLOR:

WT-1 CROSSVILLECOLOR BLOX SERIES PORCELAIN TILE#A115 "CAMPING OUT"

SIZE:GROUT: LATICRETE #35 MOCHA, SANDED

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC


06.12.07

K30

MAR07

X900069

06.12.07

K30 REMODEL

A7.2

FINISHSCHEDULE

MFR.:TYPE:COLOR:

B-2 CROSSVILLECOLOR BLOCK SERIES PORCELAIN TILEA115 "CAMPING OUT"

SIZE: 6" X 12" COVE BASEGROUT: LATICRETE #35 MOCHA, SANDED

MFR.:TYPE:COLOR:

WC-1 FORBOMARMOLEUM "CLICK"#53174 SAHARA

TRIM:

MFR.:TYPE:COLOR:


SW# 6601 TANAGERFINISH: LATEX SATIN/EGGSHELL

MFR.:TYPE:COLOR:


SW# 6871 POSITIVE REDFINISH: LATEX SATIN/EGGSHELL

MFR.:TYPE:COLOR:

B-1 DALTILESANITARY COVERED TO MATCH T-1

SIZE: 5"x6"GROUT: MAPEI #47 CHARCOAL

MFR.:TYPE:COLOR:

T-1 DAL-TILESURETREAD QUARRYRED OQ81

SIZE: 6"x6"GROUT: MAPEI #47 CHARCOAL

WC-1

A8.0

INTERIORELEVATIONS

TM-1

B-29"

3"12

"3"

10"

4"12

"6"

4"8"

7"2"

10"

4 1/

4"

SEE SHEET A1.0 FOR DIMENSIONS

DESIGNATES NEWFOCAL GRAPHICSTIPE LOCATION ONSHEET A2.0

DINING 3/8"=1'-0"

2

3

5

1113

14

1

2

3

11

12

13

14

15

16

11

1

8'-6

"

P-20

B-280

B-305

B-300

P-20

B-410

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

EQUIPMENT SCHEDULE D

GENERAL NOTES E

RESTROOM PLAN 1/2"=1'-0" A

OFFICE ELEVATIONS 3/8"=1'-0" F

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

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

29" M

IN.

34" M

AX.

KEY NOTES B

A8.1

RESTROOMPLAN AND

ELEVATIONS

F-270 1 X FIRST AID KIT SWIFT #68-UFPCF-250 1 X TACTICS (BIG 7) BOARD WITH BSC, 32"W x 24"H FOODSERVICE SUPPLY #90432

F-019 1 X CHAIR - OFFICE HON 5831F-008 1 X FILE CABINET (2 DRAWER HIGH) LOUISVILLE MILL, HON R532PLB-410 1 X SANITARY NAPKIN RECEPTACLE RUBBERMAID #6140B-405 2 X WASTE BASKET RUBBERMAID SLIM JIM #3541 (GREY)B-305 2 X GRAB BAR 1-1/2"DIA X 42" S.S. FIN. BOBRICK #B6806X42B-300 2 X GRAB BAR 1-1/2"DIA X 36" S.S. FIN. BOBRICK #B6806X36

B-280 2 X TOILET PAPER DISPENSER KIMBERLY CLARK #AWMK09564B-265 2 X MIRROR, 18" X 36" BOBRICK #B-165-1836

G.C. INST. ITEM DESCRIPTIONQTYNO. MFR & MODEL NUMBER

B-240 2 X SOAP DISPENSER (WALL MOUNT) KAY 3675

F-040 1 OFFICE COMPUTER POS PROVIDED X

F-060 1 MONITOR-OFFICE YUMF-050 1 ALTERNATE PAYMENT ROUTER BOX YUM X

F-080 1 OFFICE PRINTER/ COPIER/ FAX/ SCANNER POS PROVIDED X

B-291 2 X TRASH RECEPTACLE & PAPER TOWEL DISPENSER BOBRICK #B-38034 (RECESSED)

WT-2

PROVIDE PROPER 2x BLOCKING AT WALL RECESSEDMOUNTED ACCESSORIES.

GRAB BARS, FASTENERS AND MOUNTING DEVICESSHALL BE INSTALLED PER ADA REQUIREMENTS. REFERTO SHEET ADA1.0.

REFER TO SHEET ADA1.0 FOR MOUNTING HEIGHTS ANDCLEARANCES OF ACCESSORIES AND FIXTURES.

ALL DIMENSIONS THIS DRAWING ARE TO FINISHSURFACE.

A.

B.

C.

D.

1

1

1

1

B-280

4'-3"

12" M

IN.

A8.1

9

10

11

12

U-047

F-270

F-008

B-405

F-050

3

7

10

3'-4

"1213

F-250

F-080

5'-0

"43 4

"5'

-0"

43 4"

3'-0" 4''-10 1/2"434"

4'-6"434"

3'-0

1 2"

1

3'-8" 3'-0" 6'-9"

3'-5"

2

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

INT. ACCESS. ROUTE CLEARANCES 1/2" = 1'-0" 10 ACCESSIBLE URINAL 3/4" =1'-0" 6 STANDARD TOILET STALL N.T.S. 2

PROTRUDING HAZARDS 1/2" = 1'-0" 19 GRAB BAR 3" - 1'-0" 16

ACCESSIBLE LAVATORY 3/4"=1'-0" 3CHANGES IN LEVEL N.T.S. 12 DINING ROOM SEATING CLEARANCES N.T.S. 8

GENERAL NOTES N.T.S. 4

SEATING AND TABLES N.T.S. 18 REACH RANGES N.T.S. 15

54" MAX.9" MIN.

30"10" MAX.

46" MAX.34" MAX

30"

24" MAX.

24" MAX

46" MAX.

54" M

AX

. WIT

H N

OO

BS

TRU

CTI

ON

TO

RE

AC

H O

VER

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

CORRESPONDING REACH HEIGHTSFOR GIVEN DEPTHS:

YAM

026

ACCESSIBLE RESTROOM DOORS N.T.S. 14

YAM

029

60" H

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC


06.12.07

K30

MAR07

X900069

06.12.07

K30 REMODEL

13"

53-3

/16"

3-5/8"

11-1/16"

34-1

/4"55

-1/8

"

59-3/4"RECOMMENDED

MOUNTING HEIGHTOFF FLOOR FOR

BARRIER-FREE DESIGN

FINISH FACEOF WALL

33" T

YP.

36" @

TA

NK

TO

ILET

17" -

19"

2"M

AX.

7" - 9"

17" 34

" MA

X.

29" M

IN.

27" M

IN.

9" M

IN.

8" 6"

40" M

AX.

17" M

AX. 4

4" M

AX.

40" M

AX.

36" M

IN.

48" M

AX.

44"

PULL STATION

BABY CHANGESTATION

THERMOSTAT

FIRE ALARM

SWITCHES

T.S. COVER DISPENSER

PAPER TOWEL DISPENSER3'-0" S.S. GRAB BAR

3'-6" S.S. GRAB BAR

CONTROLS MOUNTED ONWIDE SIDE OF TOILET AREA 14" MIN. PROJECTION FROM

WALL URINAL

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

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

@ H

IGH

EST

OP

ER

AB

LE P

AR

T

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

INSULATE HOT WATER & DRAINPIPES OPTIONAL CUPDISPENSER

48" M

AX.

COMBINATION PAPERTOWEL DISPENSER /TRASH RECEPTACLE

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

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC


06.12.07

K30

MAR07

X900069

06.12.07

K30 REMODEL

EXTERIOR PATH OF TRAVEL N.T.S. 2

CURB RAMPS N.T.S. 3

CURB RAMPS N.T.S. 4RAMPS N.T.S. 16

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

NOT USED N.T.S. 18

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

ACCESSIBLE PARKING STALL N.T.S. 11

ACCESSIBLE PARKING SIGN N.T.S. 12

ACCESIBILITYREQUIRMENTS

D1 H4D1 H4

13

13

5 5

17

M1.0

MECHANICALPLAN

HVAC NOTES:

A. HVAC CONTRACTOR SHALL EXTEND EXISTING SHEET METAL DUCTWORK AND/ORFLEXIBLE DUCT TO NEW LOCATION OF SUPPLY AIR DIFFUSERS.

B. EXISTING DIFFUSERS SHALL BE CLEANED AND PAINTED AS REQUIRED.

C. ALL DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH LATEST ISSUE OFSMACNA STANDARDS FOR LOW PRESSURE DUCTWORK. MATERIAL GAGES, JOINTS ANDREINFORCING FOR ROUND OR RECTANGULAR DUCTWORK SHALL BE AS CALLED FOR BYSMACNA STANDARDS.

D. ALL DUCTS SHALL BE SUBSTANTIALLY SUPPORTED AND HUNG FROM OVERHEADSTEEL OR CONCRETE CONSTRUCTION AS DESCRIBED HEREINAFTER.

E. ROUND DUCTWORK:1. ALL ROUND SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE SPIROSAFE ASMANUFACTURED BY LINDAB, INC. (800) 797-7476. DUCT SYSTEM SHALL CONSIST OFFITTINGS THAT ARE FACTORY FITTED WITH A SEALING GASKET AND SPIRAL DUCT WHICH,WHEN INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS, WILL SEAL THEDUCT JOINTS WITHOUT THE USE OF DUCT SEALER.2. ALL DUCT AND FITTINGS SHALL BE G-90 GALVANIZED STEEL IN ACCORDANCE WITHASTM A653 AND A924.3. ALL DUCT AND FITTINGS SHALL BE CONSTRUCTED PER SMACNA'S DUCTCONSTRUCTION STANDARDS (+10 IN W.G.) SHOWN IN THE FOLLOWING TABLE:

DIAMETER GALVANIZED GALVANIZED(INCHES) SPIRAL DUCT FITTINGS3 - 14 26 2416 - 26 24 2228 - 36 22 2038 - 50 20 20

F. FITTINGS:1. ALL FITTING ENDS SHALL COME FACTORY EQUIPPED WITH A DOUBLE LIPPED,U-PROFILE, EPDM RUBBER GASKET. GASKET SHALL BE MANUFACTURED TO GAGE ANDFLEXIBILITY SO AS TO ENSURE THAT SYSTEM WILL MEET ALL OF THE PERFORMANCECRITERIA SET FORTH IN THE MANUFACTURER'S LITERATURE. GASKET SHALL BECLASSIFIED BY UNDERWRITER'S LABORATORIES TO CONFORM TO ASTM E84-91A ANDNFPA 90A FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50.2. ALL FITTING ENDS SHALL BE CALIBRATED TO MANUFACTURER'S PUBLISHEDDIMENSINAL TOLERANCE STANDARD AND ASSOCIATED SPIRAL DUCT.

HVAC NOTES C

3. ALL FITTING ENDS FROM 3" TO 24" DIAMETER SHALL HAVE ROLLED-OVER EDGES FORADDED STRENGTH AND RIGIDITY.4. ALL ELBOWS FROM 3" TO 12" DIAMETER SHALL BE 2-PIECE DIE-STAMPED ANDCONTINUOUSLY STITCH-WELDED. ALL ELBOWS 14" DIAMETER AND LARGER SHALL BESTANDING SEAM GORELOCK CONSTRUCTION AND INTERNALLY SEALED.5. RADIUS OF ALL 90E AND 45E ELBOWS SHALL BE 1.4 TIMES THE ELBOW DIAMETER.RADIUS OF ALL 15E, 30E AND 60E ELBOWS SHALL BE 1.0 TIMES THE ELBOW DIAMETER.6. ALL FITTINGS THAT ARE OF EITHER SPOT-WELDED OR BUTTON-PUNCHEDCONSTRUCTION SHALL BE INTERNALLY SEALED.7. ALL VOLUME DAMPERS SHALL BE SPIROSAFE TYPE DRU, DSU OR DTU. DAMPERSHALL BE FITTING SIZED TO SLIP INTO SPIRAL DUCT. DAMPER SHALL HAVE THE FOLLOWINGFEATURES:a. LOCKING QUADRANT WITH BLADE POSITION INDICATOR.b. 2" SHEET METAL INSULATION STAND-OFF.c. INTEGRAL SHAFT/BLADE ASSEMBLY.d. SHAFT-MOUNTED, LOAD BEARING BUSHINGS.e. GASKETED SHAFT PENETRATIONS TO MINIMIZE LEAKAGE.8. FITTINGS SHALL BE OF THE FOLLOWING TYPE: RCLU, RCLFU, RLU, TSTCU, TBSRU,PSVU45, TBSU, TCU, TBU, TVU45 AND YVU45.

9. SPIRAL DUCT:a. SPIRAL DUCT SHALL BE CALIBRATED TO MANUFACTURER'S PUBLISHED DIMENSIONALTOLERANCE STANDARD.b. ALL SPIRAL DUCT 14" DIAMETER AND LARGER SHALL BE CORRUGATED FOR ADDEDSTRENGTH AND RIGIDITY.c. SPIRAL SEAM SLIPPAGE SHALL BE PREVENTED BY MEANS OF A FLAT SEAM AND AMECHANICALLY FORMED INDENTATION EVENLY SPACED ALONG THE SPIRAL SEAM.10. DUCT SYSTEM PERFORMANCE SHALL MEET SMACNA'S LEAKAGE CLASS 3REQUIREMENTS.

G. HANGERS:1. DUCTS SHALL BE HUNG FROM OVERHEAD STEEL CONSTRUCTION (BEAMS ANDJOISTS) OR CONCRETE CONSTRUCTION (SLAB OR CONCRETE BEAM) BY MEANS OFTRAPEZE TYPE HANGER.2. HANGER RODS SHALL BE WELDED TO HEAVY IRON "C" CLAMPS WITH SAFETY CLAMPBAR AND SHALL BE SUPPORTED FROM BOTTOM FLANGE OF STEEL BEAMS, AND FROM TOPCHORD OF STEEL JOISTS AT PANEL POINT OF JOIST. HANGERS ATTACHED TO BOTTOMCHORD OF STEEL JOISTS, TO BRIDGING, OR METAL ROOF DECK WILL NOT BE ACCEPTABLE.CONTRACTOR SHALL PROVIDE SAFETY CLAMP BARS AT ANY LOCATION OF "C" CLAMPS, FORANY TYPE OF HANGERS.

3. ALL DUCTWORK SHALL BE SUPPORTED USING LOAD RATED WIRE ROPE SUSPENSIONSYSTEM (GRIPPLE HANG FAST). SUSPENSION SYSTEM SHALL HAVE A SPECIFIEDMANUFACTURER'S SAFE WORKING LOAD (SWL) AND SUPPLEMENTARY SAFETY FACTOR OFAT LEAST FIVE TIMES THE SWL. SUSPENSION SYSTEM SHALL BE VERIFIED BY SMACNATESTING AND RESEARCH INSTITUTE TO BE IN COMPLIANCE WITH SMACNA DUCTCONSTRUCTION STANDARDS GUIDELINES, 1995 SECOND EDITION, CHAPTER 4.SUSPENSION SYSTEM SHALL BE GRIPPLE HANG FAST AS MANUFACTURED AND SUPPLIEDBY GRIPPLE INCORPORATED.4. HANGER BANDS SHALL BE FASTENED TO SIDE OF CONCRETE BEAMS BY MEANS OFPOWER-DRIVEN INSERTS. DO NOT DRIVE INSERTS INTO BOTTOM OF CONCRETE RIBS ORCONCRETE BEAMS. DO NOT HANG FROM CORRUGATED METAL DECK FORM IF FLOOR ISLESS THAN 4" THICK. IF FLOOR IS THICKER THAN 4", IT WILL BE PERMISSIBLE TO HANGDUCTS SMALLER THAN 48" X 18" FROM SIDE OF CORRUGATED METAL FORM WITHANCHORS EQUAL TO HILTI AMAC, OR FROM BOTTOM OF CORRUGATED METAL FORM WITHTHUNDERBOLT MASONRY ANCHORS AND THREADED ROD.5. AS AN OPTIONAL MEANS OF SUPPORT, ALL DUCTS SMALLER THAN 48" X 18" SHALL BESUPPORTED BY MEANS OF 1" X 1/8" GALVANIZED BAND HANGERS FASTENED TO OVERHEADSTEEL AND DUCT IN THE FOLLOWING MANNER:a. TOP OF BAND IS BENT OVER TO HANG ON BEAM FLANGE WITH ANOTHER PIECE OF 1"X 1/8" BAR, BENT TO CATCH OPPOSITE BEAM FLANGE, BOLTED TOGETHER TO FORM ACLAMP. FOR CONCRETE, TOP OF BAND IS FASTENED AS DESCRIBED ABOVE.b. BOTTOM OF BAND IS BENT OVER (1-1/2" MIN.) TO SUPPORT UNDERSIDE OF DUCTWORK. HANGER BANDS SHALL BE FASTENED TO DUCT BY MEANS OF THREE (3)GALVANIZED METAL SCREWS, ONE OF WHICH SHALL BE ON BOTTOM AND TWO (2) ON SIDEOF DUCT.6. HANGERS SHALL BE INSTALLED VERTICALLY - NOT SPLAYED.

H. ALL JOINTS SHALL BE SEALED AIR-TIGHT.

I. ALL 90 TURNS SHALL HAVE DOUBLE WALLS TURNING VANES. TURNING VANES ARETO BE TUTTLE & BAILEY, BARBER-COLMAN, OR APPROVED EQUAL.

J. WHERE NECESSARY, DUCTS ARE TO BE ENLARGED TO TAKE IN PIPES, BEAMS AND/OROTHER CONSTRUCTION.

K. VOLUME CONTROL DAMPERS:1. MANUAL VOLUME CONTROL DAMPERS SHALL BE INSTALLED WHEREVER IT MAY BENECESSARY TO REGULATE AIR VOLUME FOR SYSTEM AIR BALANCING AND WHERE SHOWNON THE DRAWINGS. DAMPERS SHALL BE STANDARD OPPOSED MULTI-BLADE TYPE ON2-INCH CHANNEL FRAME WITH EXTERNAL DAMPER POSITION INDICATOR, MANUALADJUSTMENT, AND POSITION LOCKING ARRANGEMENT. DAMPER BLADES SHALL NOTEXCEED 6" IN WIDTH.2. AN ACCESS DOOR, OF AMPLE SIZE TO PERMIT MAINTENANCE AND RESETTING OFDAMPER BLADES, SHALL BE INSTALLED AT EACH VOLUME CONTROL DAMPER, SO LOCATEDFOR EASY ACCESS TO THE DAMPER BLADES..

ACCESS DOORS:1. PROVIDE HINGED TYPE INSULATED ACCESS DOORS AT LOCATION INDICATEDBELOW. DOORS ON UNINSULATED DUCTS DO NOT NEED TO BE INSULATED. ACCESSDOORS SHALL BE 16" X 16" MINIMUM, EXCEPT WHERE DUCT SIZE IS LESS THAN 18", WHERELARGEST DOOR THAT FITS DUCT SHALL BE PROVIDED. OPENING SHALL BE LARGEENOUGH TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICE. UNHINGED ACCESSPANELS ARE NOT ACCEPTABLE. GENERAL CONTRACTOR SHALL PROVIDE ACCESS DOORSFOR ALL DAMPERS WHICH ARE CONCEALED ABOVE PLASTER CEILINGS; LOCATION OFTHESE DOORS SHALL BE FURNISHED TO GENERAL CONTRACTOR BY HEATING,VENTILATING AND AIR CONDITIONING CONTRACTOR.

M. FLEXIBLE DUCTWORK:1. FABRIC FLEXIBLE DUCTWORK SHALL BE VINYL COATED GLASS FABRIC WITH COLDROLLED FLAT STEEL SPIRAL SUPPORT. DUCT SHALL BE SUITABLE FOR BOTH HIGH ANDLOW VELOCITY SYSTEMS. DUCT SHALL BE MANUFACTURED BY THERMAFLEX ORAPPROVED EQUAL.2. DUCTWORK SHALL BE LIMITED IN LENGTH TO THAT NECESSARY TO MAKECONNECTIONS BETWEEN TRUNK DUCTS AND AIR DEVICES.3. ALL DUCTS SHALL BE FULLY STRETCHED OUT TO REDUCE RESISTANCE.4. CONNECTIONS TO AIR DEVICES SHALL BE MADE WITH 112" WIDE STAINLESS STEELBANDS. INNER LINER SHALL BE CLAMPED TIGHT WITH THE BAND, THEN THE INSULATIONAND JACKET PULLED UP TIGHT AGAINST THE DUCT OR AIR DEVICE AND SECURED WITH ASECOND BAND OR STRAP. INSTALLATION SHALL BE AS RECOMMENDED BY THE DUCTMANUFACTURER.5. SUPPORT THE FLEXIBLE DUCT WITH ADEQUATE HANGERS TO RELIEVE STRAIN ONANY FITTING. UNNECESSARY BENDS, SAGS, TWISTS, ETC. WILL NOT BE ALLOWED.

N. INDOOR MOUNTED DUCTWORK:1. INSULATE ALL SUPPLY AND RETURN AIR DUCTS IN NON AIR CONDITIONED SPACE(CEILINGS, NON AIR CONDITIONED ROOMS, ETC.) WITH 2" THICK FIBERGLASS, 34 POUNDDENSITY WITH MINIMUM OF R=5 WITH ALUMINUM FOIL FLAME RESISTANT VAPOR BARRIER.SECURE INSULATION TO DUCTS WITH QUICK TACKING ADHESIVE SPOT DAUBED 6" ONCENTER. TRANSVERSE JOINT TO HAVE 2" OVERLAP SEALED WITH ADHESIVE.LONGITUDINAL JOINT TO BE DOUBLE ROLLED AND STICH-STAPLED. STAPLES TO BECOATED WITH ADHESIVE. ON BOTTOM OF DUCTS WIDER THAN 24", SECURE INSULATIONWITH WELDED OR ADHESIVE CLIPS WITH WASHES NO GREATER THAN 18" ON CENTER.SEAL PIN PENETRATIONS WITH MATCHING TAPE. INSULATION SHALL MEET ALL THECRITERIA AS DESCRIBED IN PARAGRAPH 604.1 THROUGH 604.13 OF 2003 IMC.

O. DINING AREA DIFFUSERS:1. PAINT EXISTING DIFFUSERS THAT ARE DESIGNATED TO REMAIN, FLAT BLACK TOMATCH CEILING PANELS.

2. NEW DIFFUSERS SHALL BE MANUFACTURER'S STANDARD BLACK IN COLOR.

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

KEY NOTES B

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC

12621 W. BELL RD.SUPRISE, AZ 85374

06.12.07

K30

MAR07

X900060

06.12.07

K30 REMODEL

EXTEND EXISTING FLEX DUCT AS REQUIRED FOR LOCATION OF NEW SUPPLY DIFFUSERS.FIELD VERIFY LOCATION AND SIZE OF EXISTING SUPPLY DUCTWORK.

5

6

7

1

PROVIDE & INSTALL REPLACEMENT METALAIRE SERIES CC-5-12x12-1-01 OR TITUS50F-12x12-1-26 EXHAUST AIR GRILLE WITH A WHITE FINISH LOCATED IN TOILET ROOM AREA.MODIFY EXISTING EXHAUST DUCTWORK TO ACCOMMODATE NEW CEILING AND GRILLELOCATION.

PROVIDE & INSTALL REPLACEMENT METALAIRE SERIES 5000-1-XX-XX-01 OR TITUS SERIESTDC-AA-XX-1-26 SUPPLY AIR DIFFUSERS WITH A WHITE FINISH LOCATED IN TOILET ROOMAREA. MODIFY EXISTING DUCTWORK/FLEX DUCT TO ACCOMMODATE NEW CEILING ANDDIFFUSER LOCATION.

2

4

3

PROVIDE & INSTALL REPLACEMENT METALAIRE SERIES 5000-6-XX-24x24-XX-03 SERIES ORTITUS SERIES TDC-AA-XX-24x24-3-84 SUPPLY AIR DIFFUSERS WITH A BLACK FINISH IN DININGAREA AND TOILET AREA CORRIDOR. MODIFY EXISTING DUCTWORK/FLEX DUCT TOACCOMMODATE NEW CEILING HEIGHTS AND DIFFUSER LOCATIONS.

PROVIDE & INSTALL REPLACEMENT 24"x48" METALAIRE SERIES CC-5TBC-6-46x22-48x24-03OR TITUS 50FF-22x46-1-84 (BLACK IS A CUSTOM COLOR FOR TITUS) RETURN AIR GRILLEWITH A BLACK FINISH LOCATED IN DINING AREA.

EXISTING SUPPLY/RETURN AIR DEVICES LOCATED IN KITCHEN AREA TO REMAIN. FIELDVERIFY PROPER WORKING CONDITION AND EXACT LOCATION.

13

8 MODIFY EXISTING RETURN DUCTWORK FOR NEW RETURN AIR GRILLE IN DINING ROOM ANDPROVIDE MANUAL VOLUME DAMPER AS REQUIRED. FIELD VERIFY LOCATION AND SIZE OFEXISTING RETURN DUCTWORK.

EXISTING SUPPLY AIR DIFFUSERS AT SERVICE AREA TO BE REMAIN. CLEAN AND PROVIDEGENERAL MAINTENANCE AS REQUIRED. AIR IS SUPPLIED TO DIFFUSERS FROM KITCHENROOFTOP UNIT.

PROVIDE & INSTALL REPLACEMENT METALAIRE SERIES 5000-6-XX-24x24-XX-01 SERIES ORTITUS SERIES TDC-AA-XX-24x24-3-26 SUPPLY AIR DIFFUSER AT OFFICE AREA. MODIFYEXISTING DUCTWORK/FLEX DUCT TO ACCOMMODATE NEW CEILING HEIGHT AND DIFFUSERLOCATION.

CONTRACTOR SHALL MOUNT EXISTING TEMPERATURE SENSOR AT PREVIOUS LOCATIONAFTER CONSTRUCTION IS COMPLETE. FIELD VERIFY EXACT LOCATION.

12

NOT USED.9

10 NOT USED.

NOT USED.11

1

2WC 1

9

6

A

B

C

D

6

2WC 1

3L 1

3L 1

TYPICAL WATER RISERS

TYPICAL SANITARY RISERS

NEW

NEW LAV.

NEW1-1/2"V

1-1/4"SAN

P.O.C. EX.

NEW1-1/2"V

4"SAN

P.O.C.

NEWW.C.

NEW1/2"CWNEW

LAV

NEW1/2"CW

NEW1/2"HW

NEWW.C.

P1.0

PLUMBINGPLAN

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

PLUMBINGRISERS NTS D PLUMBING LEGEND C

KEY NOTES B

PLUMBING FIXTURE SCHEDULE F

BAR. FREE LAV. PIPE SHROUD N.T.S. H

LAVATORY SUPPORT N.T.S. I

2X4 WALL

LAVATORY

FLOOR MOUNT UPRIGHT SUPPORTWITH CONCEALED CARRIER ARMSBY ZURN (#1231 OR EQUIVALENT).INSTALL PER MANUFACTURER'SRECOMMENDATIONS.

FINISH FLOOR

GENERAL NOTES E

TRUEBRO 'HANDI-LAV- GUARD 2' &TRUEBRO TRAP COVER MODEL#102W MOLDED VINYL PIPEINSULATION KIT OR EQUIVALENT.

BARRIER FREELAVATORY

SELF-CLOSINGFAUCET

CONTRACT DATE:

BUILDING TYPE:

PLAN VERSION:

SITE NUMBER:

STORE NUMBER:

PLOT DATE:

KFC

12621 W. BELL RD.SUPRISE, AZ 85374

06.12.07

K30

MAR07

X900060

06.12.07

K30 REMODEL

1 EXISTING DRINK STATION WITH BACKFLOW PREVENTOR IN DINING AREA TO BEREMOVED AND REINSTALLED AT SAME LOCATION AFTER COMPLETION OF NEWDINING ROOM CONSTRUCTION BY PEPSI GENERAL CONTRACTOR. ENSURE PROPERDISCHARGE OF INDIRECT WASTE TO EXISTING FLOOR SINK.

NOT USED.

SITE OF EXISTING PLUMBING FIXTURES TO BE REMOVED. DISPOSE OF AS PER YUMCONSTRUCTION MANAGER'S DIRECTION. FIELD VERIFY EXACT LOCATION. CAPEXISTING VENT, C.W. & H.W. LINES ABOVE CEILING OR AT WALL IF REQ'D. CAPEXISTING SANITARY PIPING BELOW FLOOR IF REQ'D. PATCH WALL AND/OR FLOOR TO"LIKE NEW" CONDITION.

9

3

2 NEW WATER CLOSET. (TYPICAL OF 2) PROVIDE NEW DOMESTIC WATER, WASTE ANDVENT PIPING AS REQUIRED. FIELD VERIFY LOCATION. REFER TO PLUMBING FIXTURESCHEDULE FOR INFORMATION.

NEW LAVATORY. PROVIDE NEW DOMESTIC WATER, WASTE AND VENT PIPING ASREQUIRED. FIELD VERIFY LOCATION. REFER TO PLUMBING FIXTURE SCHEDULE FORINFORMATION.

5 NEW TRAP PRIMER. PROVIDE NEW DOMESTIC WATER PIPING AND ROUTE TO EXISTINGFLOOR DRAIN. FIELD VERIFY LOCATION. REFER TO PLUMBING FIXTURE SCHEDULEAND DETAIL FOR INFORMATION.

4 NOT USED.

PROVIDE NEW 12"x12" ACCESS PANEL AT WALL AS SHOWN FOR NEW TRAP PRIMER.FIELD VERIFY LOCATION.

6

7

8

EXISTING FLOOR SINK SHOWN FOR REFERENCE. FIELD VERIFY LOCATION.

WATERFU

WASTEFU

TEMP'DWATER

HOTWATER

COLDWATER

VENTSOIL ORWASTE

DESCRIPTION MANUFACTURER / MODEL NUMBERFIXTUREITEM

L 1 LAVATORY 1-1/4" 1-1/2" -- -- 1/2" 1 1.5WHITE VITREOUS CHINA, WALL HUNG, WITH CONCEALED ARMS SUPPORT, 4" CENTERS,WITH INTEGRAL BACKSPLASH, ADA ACCESSIBLE. FLAT GRID STRAINER. FAUCET: FURNISHEDBY OWNER-INSTALLED BY G.C. SELF-CLOSING LAVATORY FAUCET (AS PER TITLE 45-313 OF THEARIZONA PUBLIC LAW), ADA COMPLIANT. SEE I/P1.0 FOR LAV SUPPORT DETAIL.

A.S. COMRADE/ MODEL: 0124.131

CRANE "HARWICH" / MODEL: 1412V

WC 1WATERCLOSET 4" 2" 1/2" -- -- 4 2 KOHLER "HIGHLINE" / MODEL: K-3544-T

CRANE "ECONMISER" / MODEL: 3H839

WHITE VITREOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK (PRESSURE ASSISTED) TYPE,ELONGATED BOWL, ADA COMPLIANT, 1.6 GPF, WITH OPEN FRONT SEAT LESS COVER,OLSENITE #95 OR EQUIVALENT. FLUSHOMETER TANK: SLOAN FLUSHMATE OR EQUAL.PROVIDE TANK COVER LOCKS. FLUSH VALVES SHALL BE RIGHT HAND OR LEFT HAND ASREQUIRED TO CORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL. VERIFY FLUSH SIDEREQUIREMENTS

TP 1 TRAPPRIMER

-- -- 1/2" -- -- -- 0.25FLOW THRU; LOW FLOW MODEL SEE G/P1.0 TRAP PRIMER DETAIL.

WATTS MODEL:A200S/LF

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TRAP PRIMER N.T.S. G

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Date post:	13-Jan-2017
Category:	Design
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KFC - Surprise, AZ

Design