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 POINT
BLDG. 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
X
AX.X
X
AX.X
X
AX.X
0'-0"
ELEV
XX ROOM FINISH NUMBER
X
AX.X
1
2
3
4
X-000
X
XX
TITLE/SITE
T1.0 TITLE SHEET
C1.0 ARCHITECTURAL SITE PLAN
C1.1 SITE DETAILS
DEMOLITION
D1.0 DEMOLITION FLOOR PLAN
D2.0 DEMOLITION EQUIPMENT/SEATING PLAN
D3.0 DEMOLITON ROOF PLAN
D4.0 DEMOLITION EXTERIOR ELEVATIONS
D5.0 DEMOLITION WALL SECTIONS
D6.0 DEMOLITION CEILING PLAN
STRUCTURAL
S1.0 STRUCTURAL DETAILS
ARCHITECTURAL
A1.0 FLOOR PLAN
A1.1 DOOR & WINDOW ELEVATIONS & SCHEDULES
A2.0 EQUIPMENT AND SEATING PLAN
A3.0 ROOF PLAN
A4.0 EXTERIOR ELEVATIONS
A4.1 EXTERIOR ELEVATIONS
A5.0 WALL SECTIONS
A5.1 WALL SECTIONS
A6.0 EXTERIOR DETAILS
A6.1 EXTERIOR DETAILS
A6.2 INTERIOR DETAILS
A7.0 FLOOR FINISH PLAN
A7.1 REFLECTED CEILING PLAN
A7.2 FINISH SCHEDULE
A8.0 INTERIOR ELEVATIONS - DINING ROOM
A8.1 INTERIOR ELEVATIONS, ENLARGED RESTROOM & OFFICE PLAN
ACCESSIBILITY
ADA1.0 ACCESSIBILITY REQUIREMENTS
ADA1.1 ACCESSIBILITY REQUIREMENTS
MECHANICAL
M1.0 MECHANICAL NOTES
PLUMBING
P1.0 PLUMBING PLAN
ELECTRICAL
E1.0 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
TITLE
SHEET
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 ALL
OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF SURPRISE AND
COUNTY 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 OF
THESE 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 DRAWINGS
SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF ANY ITEM. FAILURE TO
ADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS DIRECTLY UPON THE
CONTRACTOR.
INFORMATION CONCERNING EXISTING BUILDING STRUCTURE, SIZE, LOCATION OF EQUIPMENT, FINISHES, ETC.
WAS OBTAINED FROM VARIOUS PLANS FOR CONSTRUCTION OF THE EXISTING BUILDING. EVERY EFFORT HAS
BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS, HOWEVER ALL WORK MUST BE VERIFIED IN THE
FIELD PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS
SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR VERIFICATION AND/OR CORRECTION.
DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY
DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
STARTING WORK.
ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE YUM BRANDS REMODEL DESIGN ARCHITECT, IN
WRITING, PRIOR TO INSTALLATION.
THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION IN DEMOLITION OF EXISTING CONSTRUCTION. ANY
ITEM STRUCTURAL IN NATURE AND SCHEDULED FOR DEMOLITION IN THIS DRAWING BUT NOT IDENTIFIED AS
STRUCTURAL IN NATURE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO DEMOLITION. BY FAILURE TO DO
SO, 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 THE
PROJECT 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 UTILITY
PERMITS. G.C. REQUIRED TO 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 TIME
OF CONSTRUCTION.
IT IS THE G.C.'S RESPONSIBILITY TO CONFIRM THE AVAILABLE "RESIDUAL" WATER PRESSURE, PRIOR TO THE
START OF ANY WORK, AND NOTIFY THE OWNER IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE
THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT.
THE GENERAL CONTRACTOR SHALL REMOVE EXISTING TRIM AND SURFACES AS REQUIRED TO PROVIDE A
PLUMB 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 NEW
WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION OR
REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL CHANGE OR AFFECT THE CONTRACTOR'S
RESPONSIBILITY IN THIS MATTER. DEFLECTION OF EXISTING TO BE LIMITED TO 1/8" IN ORDER TO MAINTAIN
INTEGRITY OF STRUCTURE.
ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS
ARE NOT CLEAR.
GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET
UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS.
O.
SEWER
City of Surprise - Water Services Department
12425 W. Bell Road
Suite C-305
Surprise, AZ 85374
Phone: 623.875.4290
GAS
Southwest Gas Corporation - Glendale
5703 West Glendale Avenue
Phoenix, AZ 85301
Phone: 800.873.2440
ELECTRIC
Arizona Public Service
16800 N. Dysart Rd.
Surprise, AZ 85374
Phone: 800.253.9405
TELEPHONE
Qwest
Phone: 800.954.1211
OWNER
KFC OF AMERICA
1900 Colonel Sanders Lane
Louisville, KY 40213
Operating Brand: KFC
CONSTRUCTION MANAGER
YUM BRANDS
1900 Colonel Sanders Lane
Louisville, KY 40213
Contact: Nolan Grade
Phone: (502) 874-8046
ARCHITECT
Arcvision, Inc
1950 Craig Rd. Suite 300
St. Louis, MO 63146
Contact: Justin Knepper
Phone: 314.415.2400
STRUCTURAL CONSULTANT
Caruso Turley Scott, Inc.
130 S. Priest Drive
Tempe, AZ 85281
Contact: Richard Dahlmann
Phone: 480.774.1705
ENGINEER
Arcvision, Inc
1950 Craig Rd. Suite 300
St. Louis, MO 63146
Contact: Anthony Richardson
Phone: 314.415.2400
BUILDING DEPARTMENT
City of Surpirse
Building and Safety/Development Services
12425 W. Bell Rd.
Suite D-100 Surprise, AZ 85374
Phone: 623.583.1088
HEALTH DEPARTMENT
Maricopa County
Environmental Services Department, Plan Review Office
1001 N. Central, Suite 300
Phoenix, AZ 85004
Phone: 602.506.6980
WATER
City of Surprise - Water Services Department
12425 W. Bell Road
Suite C-305
Surprise, AZ 85374
Phone: 623.875.4290
TYPE AREA /NO. OF SEATS FACTOR OCCUPANTS
NO. OF SEATS 52 52
KITCHEN 1,152 S.F. 200 6
OTHER AREAS 253 S.F. 100 3
TOTAL 61
EXISTING BUILDING AREA AND OCCUPANT LOAD
1
1
1
1
1
1
1
1
1
TAC/BIDSET08.07.07
1
1
1
1
1
1
1
1
2
2
2
2
2
2
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 FROM
PARKING 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 TO
SHEETS 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 ACCESIBLE
SIGNAGE AT LOCATIONS SHOWN. SEE DETAILS ON SHEET ADA1.1. & C1.1
13
C1.0
ARCHITECTURAL
SITE PLAN
14
15
REMOVE EXISTING CURB RAMP. PATCH/ REPAIR PAVING AS REQ'D.
REMOVE PORTION OF CONC. WALK TO FACILITATE NEW CURB RAMP
CONSTRUCTION AND LANDSCAPE AREA. NOT NOT SAW CUT. REMOVE AT
JOINTS. 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'
WESTBELLROAD
N89°56'04"W125.00'
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 SURFACE
SLOPE AT ACCESIBLE PARKING SPACES TO 2%. EXISTING SLOPE IS 3.7%.
21 REWORK CONC. WALK AT ENTRY ACCESIBLE CLEAR FLOOR AREA AS
REQ'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
SMOKEYDRIVE
24
24 PROVIDE RECCESSED LOCK BOX (KNOX BOX) AT MAIN ENTRY PER LOCAL
DEPARTMENT REQUIREMENTS
FIRE LANE ACCESS N.T.S. D
25 FIRE LANE REFER TO TO DETAIL D/C1.0 FOR FIRE LANE ACCESS
IDENTIFICATION DETAILING.
25
2
9'-0"
ACCESSIBLE PARKING STALL
5'-0"
ACCESS AISLE
9'-0"
STANDARD PARKING STALL
4'-6"
RAMP DOWN
SLOPE1:12 MAX
18'-0"
3'-0"
RAMPDOWN
SLOPE1:12MAX
1'-0"
4'-0"
1'-0"
1'-0"
2'-0"
TYP.
R=2'
R=6"
R=6"
11'-6"4'-0"
6"
6"
11'-0"
VAN ACCESSIBLE PARKING STALL
2
2
17'-0"
6'-0"
FIRELANEPARKINGFIRELANEPARKING
15'-0"15'-0"
65'-0"ORLESS
APPROVED FIRE
LANE SIGN
SHALL BE
CENTERED ON
LENGTH OF
LANE. AND FACE
ONCOMING
TRAFFIC.
3" HIGH STENCIL
W/ 1
2 STROKE
READING "FIRE
LANE NO
PARKIGN" SHALL
START 15" FROM
EACH END OF
LANE.
15'-0"
FIRE MARSHAL
ADMINISTRATIVE APPROVAL
DATE
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
12621 W. BELL RD.
SURPRISE, AZ 85374
06.12.07
K30
MAR07
X900069
07.17.07
K30 REMODEL
4" DIA. STEEL POST
FILLED W/CONCRETE
18" DIA. CONCRETE
FOOTING
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 STONE
PER MODOT SECTION 304. TYPE '1' AGGREGATE PER
MODOT SECTION 1007.
ASPHALTIC CONCRETE BINDER COURSE
PER MODOT SECTION 301
PER MODOT SECTION 401, MIX BP-2
ASPHALTIC 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' AGGREGATE
AGGREGATE 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 MODOT
PORTLAND 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
YCS006
FINISH GRADE
1" RADIUS TYP.
P.C.C. CURB & GUTTER
PAVEMENT ELEVATIONS
REFER TO THIS POINT
BASE AS SPECIFIED
STABILIZED SUBGRADE AS
SPECIFIED
(1) #4 CONT., TYP.
TACK COAT
6
YCS019
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" EXPANSION
JOINT W/ SEALANT @
BUILDING WALL
BUILDING LINE OR
EDGE OF WALK
SLOPE
4" CONCRETE
BROOM FINISH
3/4" R
PAVING
NOTE:
VERIFY SITE SPECIFIC MAXIMUM
CROSS SLOPES ALLOWED FOR
ACCESSIBLE 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 OF
WITH WHITE LETTERS ON BLUE BACKGROUND (OR LOCALLY APPROVED
STANDARD 12"X18"X0.080" ALUMINUM 'HANDICAP PARKING' SIGN FACE
MOUNT FINE SIGN NO MORE THAN
6" BELOW HANDICAPPED SIGNS
NOTE:
NOTE: COLOR(S) SHALL COMPLY WITH
ALL LOCAL REGULATIONS.
DIVIDED ROADWAYS AND NO-PASSING
YELLOW-LEFT EDGE ON MULTILANE
VARIESSEEPLAN
12" WIDE YELLOW
STRIPES AT
36" CENTERS
VARIES SEE PLAN
6"WIDEYELLOWSTRIPE
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 CMU
DUMPSTER ENCLOSURE
P-4
DUMPSTER DETAIL & SECTION N.T.S. 14
NOT USED 15
1

4
FINISHDIM.
(HOLD)
55
5
5
1
8
7
7
9
6
PASSAGE
110
MEN
109
WOMEN
108
OFFICE
107 COOLER
106
5
FINISHDIM.
(HOLD)
3'-21
2"
DEMOLITION FLOOR PLAN 1/4"=1'-0" A
GENERAL CONTRACTOR SHALL PAY FOR ALL REQUIRED DEMOLITION PERMIT
FEES AND OBTAIN ALL APPLICABLE DEMOLITION PERMITS.
GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS & EQUIPMENT DAILY DURING
THE DEMOLITION WORK.
GENERAL CONTRACTOR SHALL COORDINATE ALL REQUIRED BORING & TRENCHING OF
THE EXISTING SLAB WITH CONSTRUCTION MANAGER
GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SURFACES. ALL
EXISTING DRYWALL OR PLASTER THAT IS TO REMAIN AND TO RECEIVE A NEW
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.
GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE AND BUILDING
CONDITIONS PRIOR TO CONSTRUCTION.
ABANDONED PIPES SHALL BE CAPPED IN MANNER TO CONCEAL WITHIN WALL, CEILING
OR 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 SUBSTRATE
AND 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 NEW
SPEC.
REMOVE EXISTING DOOR.
REMOVE EXISTING PILASTER
REMOVE AND STORE ALL OFFICE FURNISHINGS AND EQUIPMENT. REINSTALL IN NEW
OFFICE LOCATION. CONSULT OWNER REGARDING STORAGE AND ACCESS
REQUIREMENTS.
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
DEMOLITION
PLAN
10
9
11
4'-63
4"
1
1
1
1
1
4
11
8
81
9
3
7
3
11
112
2
2
1
1
12
1
12

A
B
C
D
E
9 8 7 6 5 4 3 2 1
4
4
TYP.
1
2
3
55
REMOVE EXISTING HALF-WALL/PLANTER.
REMOVE EXISTING CABINET.
REMOVE FRONT COUNTER. RETAIN ALL POS POWER AND CONTROL
WIRING, 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 NEW
FINISHES.
REMOVE EXISTING FINISHES, TYPICAL PATCH AND REPAIR WALLS TO
RECEIVE NEW FINISHES.
PEPSI DRINK STATION TO BE REMOVED BY PEPSI AND STORED OFF SITE
BY PEPSI. G.C. TO PATCH AND REPAIR HOLES. G.C. INSTALLS NEW DRINK
STATION BASE. PEPSI REINSTALLS DRINK STATION AND MAKES ALL
CONNECTIONS 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
7
7
77
6
7
7
6
7
8
9
10
9
10
D2.0
DEMOLITION
SEATING
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
DEMOLITION
ROOF
PLAN
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
DEMOLITION
EXTERIOR
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 FOR
CLARITY
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
DEMOLITON
SECTIONS
EL. +10'-9 1/2"
BOTTOM OF TRUSS
EL. +17'-0"
TOP OF PARAPET
EL. +0'-0"
TOP OF SLAB
EL. +10'-9 1/2"
BOTTOM OF TRUSS
EL. +17'-0"
TOP OF PARAPET
EL. +0'-0"
TOP OF SLAB
EL. +10'-9 1/2"
BOTTOM OF TRUSS
EL. +17'-0"
TOP OF PARAPET
EL. +10'-9 1/2"
BOTTOM OF TRUSS
EL. +18'-4"
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 NEW
LOCATION.
REMOVE EXISTING LIGHTS. DO NOT REUSE, TYP ALL FRONT-OF-HOUSE FIXTURES
AFFECTED.
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 TO
BE 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
DEMOLITION
CEILING
PLAN
2
2
4
5
5 5
8
8
8 8
8
9
1
99
9

NEW 4x6 BLOCKING- SEE
DETAIL B/S1-0
CANOPY MOUNTING
FRAME
NEW 2x6
NEW 2x6EXISTING FINISH TO
REMAIN
NEW CONTINUOUS P.T.
WOOD SPACER FLUSH
WITH EXISTING FINISH
NEW SOLID BLOCKING AT
CANOPY THRU-BOLT
LOCATIONS.
NEW SUNSHADE
LOUVERS
4x6 P.T. WOOD SPACER
CONTINUOUS MOISTURE
BARRIER
PROVIDE NEW WOOD
BLOCKING IN EXISTING
WALL- REFER TO B/S1.0
FOR BLOCKING DETAIL
5/8" SHEATHING TYP.
2X6 CONTINUOUS W/ 1/2" LAG
SCREWS AND WASHERS @ 16" O.C.
SIMPSON H4 TIES W/8-8D
NAILS, TYP.
2X4 P.T. WOOD KICKERS @ 1'-4"
O.C. W/ 19/32" PLYWOOD -
ROOFING SHALL BE APA
RATED, EXPOSURE NAILED
W/8D NAILS @6" O.C. ALONG
PANEL EDGE AND 12" O.C. @
INTERMEDIATE SUPPORTS,
PLYWOOD SHEETS TO
TERMINATE ON KICKERS.
1'-4"
EXISTING STUDS
NEW OR EXISTING 2x6 TOP
& BOTTOM
NEW 4x6 CENTERED ON
BRACKET
SIMPSON HGA 10 KT
ANCHORS (TYP.) ATTACH
W/SCREWS PROVIDED
HEIGHT OF MOUNTING
BRACKET +8" TYPICAL
NOTE: IF MOUNTING
BRACKET OCCURS AT A
STUD, PROVIDE 4X6 DETAIL
AT EACH SIDE OF STUD
VARIES
5 1/2"
REMOVE AND REPLACE
PLYWOOD SHEATHING AS
REQUIRED
L/S1.0
PROVIDE SOLID
BLOCKING AT
CANOPY BRACE
LOCATIONS.
ATTACH BLOCKING
TO STUDS WITH
SIMPSON HGA10KT
ANCHORS.
EXISTING STUD WALL.
NEW CANOPY
BRACE.
PATCH EXISTING
FINISH.
REMOVE AND
REPLACE PLYWOOD.
SHEATHING AS
REQUIRED.
NEW P.T. WOOD
SPACER FLUSH WITH
EXISTING FINISH
EXISTING PLYWOOD.SIMPSON H5 TIES W/8-8D
NAILS, TYP.
2X6 DOUBLE ANCHOR PLATE
W/ 1/2" LAG BOLTS
W/WASHERS INTO EXISTING
TRUSS @ 16" O.C.- EMBED
BOLT 2" INTO TRUSS TYP.
EXISTING ROOFING SYSTEM
EXISTING TRUSS
2" EMBED
TYPICAL
PROVIDE NEW 2X10 P.T. WOOD
STUDS @ 16" O.C. W/ 15/32"
PLYWOOD SHEATHING BOTH
SIDES
PROVIDE NEW 2X6 P.T.
DOUBLE ANCHOR PLATE W/
1/2"X5" LAG BOLTS @ 16" O.C.-
OFFSET 1" FROM STAGGERED
NAILS, TYP. NEAR SIDE AND
FAR SIDE
EXISTING TOP OF PARAPET TO
REMAIN- REMOVE EXISTING
ALUMINUM TRIM CAP
NEW
EXISTING
NEW CANOPY
EXISTING BOT. PLATES.
NEW 4"X6" BLOCKING ATTACHED TO EXISTING
HEADER & BOT. P1'S W/ SIMPSON HGA10KT
ANCHORS. SEE DET B/S1.0 (SIMILAR)
NEW SOLID BLOCKING AT CANOPY
THRU-BOLT LOCATIONS (TYPICAL)
T.O. EXISTING DOOR
EXISTING HEADER
NAILS, TYP.
2X6 DOUBLE ANCHOR PLATE
W/ 1/2" LAG BOLTS
W/WASHERS INTO EXISTING
TRUSS @ EACH TRUSS- EMBED
BOLT 2" INTO TRUSS TYP.
EXISTING ROOFING SYSTEM
EXISTING TRUSS
PROVIDE NEW WOOD BLOCKING IN
EXISTING WALL- REFER TO B/S1.0
FOR BLOCKING DETAIL
CONTINUOUS MOISTURE BARRIER
2" INSULATION BOARD ON
EXISTING PLYWOOD SUBSTRATE
EIFS FINISH CONTINUOUS
OVER WOOD BLOCKING
4x6 P.T. WOOD SPACER
NEW
TRANSOM
LIGHT
NEW 2x P.T.
WOOD
SPACERS AT
TRANSOM
LIGHT
ATTACHMENT
EXISTING
HEADER OR
NEW
BLOCKING IN
EXISTING
STUD 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
12621 W. BELL RD.
SURPRISE, AZ 85374
06.12.07
K30
MAR07
X900069
06.12.07
K30 REMODEL
S1.0
STRUCTURAL
DETAILS

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 AND
RECONSTRUCTED WALLS EXCEPT SHEARWALL SURFACES, U.O.N.
ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH SILICON
GENERAL 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 AS
RECOMENDED BY MANUFACTURER
ALL PENETRATIONS THROUGH E.I.F.S. SHALL BE SEALED USING MANUFACTURER'S APPROVED METHOD
G.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 ADJACENT
TEXTURE 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. SUBSTRATE
U.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
FLOOR
PLAN
INTERIOR
SCOPE OF
WORK
2'-2"6'-0"2'-2"
1'-9" 6'-83
4" 4'-31
4"
3'-81
4" 3'-0"
8'-4" 3'-21
2"
1
MATCH
EXISTING
18'-61
2"±
17'-21
4" ±
3"3"
1
3'-0"
7'-3"
1'-0"
8"
4"
1'-0"
61
2"
1
5'-0"
B
A5.0
B
A5.1
C
A4.1
A8.0
3
4
1
2
DINING
B
A5.0 E
A1.0
A
A4.0
G
A1.0
A
A8.1
C
A5.0
C
A5.1
A
A5.0
CUSTOMER
STORAGE DRIVE-THRU
INTERIOR
SCOPE OF
WORK
MEN
WOMEN
OFFICE
A8.0
7
8
6
PASSAGE
SERVING
KITCHEN
A
A5.1
A
A4.1
A
A5.0
B
A4.1
A8.05
6'-83
4"
4'-6"
111
2"
1
EXISTING RAILING, RELOCATE AS REQ'D TO FACILITATE 54" CLEAR FROM FACE
OF STUCCO TO RAILING.
1
4'-7"
P-1
6'-8 3/4"
P-3
P-17
P-3
PROVIDE A 3/4" EXPANSION
JOINT WITH BACKER ROD AND
SEALTANT WHERE EIFS MEETS
EXISTING SHEATHING.
EXISTING WALL FRAMING TO
REMAIN.
RECESS P.O.P BOX.
5" MIN.
57/8"
C
A5.111
A6.1
2x6 WOOD STUDS
AT 16" O.C. MAX.
PAIR OF NEW DOORS
12"
FACE OF
EXISTING
SHEATHING.
EQ.
3'-4 3/8"
POP BOX
EQ.
4'-3 1/4"
1" STUCCO OVER
SELF-FURRING METAL LATH
OVER (2) LAYERS ASPHALT
KRAFT PAPER OVER 5/8"
PLYWOOD SHEATHING
11'-0"
2'-2"
3"
7'-4"2'-2"
3"
EXISTINGWINDOWOPENINGFINISHEDDIM.FINISHEDDIM.
PROVIDE A 3/4"
EXPANSION JOINT
WITH BACKER ROD
AND SEALTANT WHERE
EIFS MEETS EXISTING
SHEATHING
PROVIDE A 3/4"
EXPANSION JOINT
WITH BACKER ROD
AND SEALTANT WHERE
NEW EIFS MEETS
EXISTING EIFS
2x12 WOOD
STUDS AT 16" O.C.
MAX.
12"
13"
FACE OF EXISITNG
SHEATHING
1" STUCCO OVER
PLYWOOD SHEATHING
1" STUCCO OVER
PLYWOOD SHEATHING
REMOVE PILASTERS

NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING OR OUTSIDE ROOM.
4
FALCON#T511DGWICX26D
8,11
SEEDOORTYPEELEVATIONS
11/2PRMcKINNEY#TA2714,4-1/2"x4-1/2"X26D
CONT.HINGEBYVISTAWALL
DOOR SIZE
DOOR
NO.
FRAME
TYPE
DOOR
BUTTS
11 2 32
FLOORSTOP-ROCKWOOD441CUX26D
STAINLESSSTEEL8"x.050X2"L.T.D.W.
DORMA7200X26D
I.D.C.652-P
UNDERCUT3/4"
THRESHOLDINCLUDEDINPACKAGE
PANICHARDWAREBYVISTAWALL
*
121
LOCKS
22 1 21 1 32
DOORSIGN
DOOR NOTES
LESS THAN DOOR
WIDTH
*
FALCON-PRIVACYSET-T301X26D
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 LOCAL
JURISDICTION)- (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 FINAL
FINISH COAT; STAIN ALL SIDES AND EDGES WITH SHERWIN WILLIAMS
SW-3121-8 'PEARWOOD' STAIN. FINISH WITH TWO COATS POLYURETHANE
VARNISH AS RECOMMENDED BY STAIN MANUFACTURER.
BUCKET PUSH AND PULLS ARE INSTALLED BY VISTAWALL ON ALL DOORS
PURCHASED THROUGH VISTAWALL. IF DOORS ARE NOT PURCHASED
THROUGH VISTAWALL, REFER TO DETAILS D&E/A1.1 FOR BUCKET
PUSH/PULL MOUNTING DETAILS
REPLACE ALL DEFECTIVE LAMINATE DOORS WITH NEW SOLID CORE WOOD
DOORS WITH WILSONART KENSIGNTON MAPLE 10776-60 LAMINATE FINISH
NOT USED
ALUMINUM FRAMES FOR DOORS 1 AND 2 SHALL BE CLEAR OR BRONZE
DURANODIC FINISH TO MATCH THE EXISTING ALUMINUM
WINDOW/STOREFRONT SYSTEMS.
REFERENCE NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
KICKPLATE
ON PUSH
SIDE ONLY
5'-0"
3'-0"
SIGN WHERE
NOTED
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
PUSH
PULL
CHM1
CHM1
1
2
3
4
6
7
8
PR. 3'-0" x 7'-0" x 1-3
4"
3'-0" x 7'-0" x 1-3
4"
3'-0" x 6'-8" x 1-3
4"
3'-0" x 6'-8" x 1-3
4"
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 SUPPLIER
INTERIOR DOORS, FRAMES & HARDWARE
LOCKNET
MIKE MOYNAHAN
100 COURCHELLE DRIVE
NICHOLASVILLE, KY 40356
800-887-4307 FAX: 859-887-4968
X
X
2'-6" x 6'-8" x 1-3
4"
X
X
X
X
X
X
3'-0" x 7'-0" x 1-3
4"
MEDIUM STILE DOORS
A1.1
SCHEDULE
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"
411/2"
317/8"
71
2"
FIN.FLOORTO
TOPOFPULL
PANIC DEVICE
41
2"43
4"
21
16"71
2"
41
2"43
4"
21
16"71
2"
461/4"
365/8"
71
2"
FIN.FLOORTO
TOPOFPULL
NOTE:
SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS.
DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED.
GLASS SCHEDULE
1" 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 EDGE
OF ALL CHAIR PERPIDICULAR TO ACCESS AISLE.
30" x 48" ACCESSIBLE SEATING POSITION.
DOT INDICATES CORE DRILL LOCATION. EXACT LOCATIONS OF ALL CORE
DRILLS SHALL BE PROVIDED BY SEATING VENDOR. SEE DETAIL 5/A6.2.
REINSTALL EXISTING MENUBOARD
16 GAGE STAINLESS STEEL ENDCAP/CORNER GUARD FULL HEIGHT. SEE
4/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 1
VI-A6 SMALL GRAPHIC 26"w x 30"h 1
VI-A7 SMALL GRAPHIC 26"w x 30"h 1
VI-S1 LADIES SIGN 8.125"w x 9.625"h 1
VI-S2 GENTLEMEN SIGN 8.125"w x 9.625"h 1
VI-S3 EMPLOYEES ONLY 8.125"w x 9.625"h 1
VI-S4 KENTUCKY FRIED CHICKEN 66"w x 7.89"h 1
VI-S8 PUB SIGN 2' DIAMETER 2
VX-A1 LARGE EXTERIOR PANEL 87 3/4" w x 78 1/4" h 1
VX-A2 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 APPLIED
INTERNATIONAL SYMBOL OF ACCESSIBILITY (WHEELCHAIR LOGO) EITHER ENGRAVED,
EMBOSSED OR OTHERWISE PERMANENTLY APPLIED (NO DECALS) TO EITHER THE
TABLETOP 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 COUNTER
D-4 1 TABLE PACKAGE
D-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 PANELS
D-9 1 DIVIDER WALL W/ FROSTED GLASS GRAPHIC PANEL ABOVE -
*** - GRAPHIC CEILING PANELS TO BE SUPPLIED BY THE OWNER THROUGH THE DISTRIBUTOR
AND INSTALLED BY THE GENERAL CONTRACTOR
**** - DRINK STATION IS TO BE PROVIDED BY THE OWNER THROUGH THE DISTRIBUTOR AND
INSTALLED BY THE GENERAL CONTRACTOR. THE DECOR VENDOR SHALL COORDINATE
AND VERIFY THE OVERALL LENGTH OF THE WALL WITH THE BENCH SEATING, THE
DIVIDER WALL AND THE DRINK STATION. THE DRINK STATION IS 6'-0" IN WIDTH.
***
****
D-10 1 WAITING BENCH -
RE-INSTALL EXISTING CASH DRAWER BRACKETS. COORDINATE LOCATION
WITH POS LOCATIONS.
A2.0
SEATING
PLAN
NEW FOCAL GRAPHIC- REFER TO FOCAL GRAPHIC
STRIPE DETAIL ON SHEET A8.0
STRAW AND LID DISPENSER
UNDER COUNTER CUP DISPENSER
RE-INSTALL EXISTING SAFE
U-070 2 RECEIPT PRINTER POS PROVIDED
U-100 2 POS/ORDER ENTRY TERMINAL POS PROVIDED
U-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 KFC
PRODUCTION LINE.
VI-A8 MURAL 36"w x 48"h 1
B3
B2
VI-B2 VITRINES 12"w x 12"h 1
VI-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 WHERE
REQUIRED
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"±
EXTENTOFRAISEDPARAPET
21'-8" ±
EXTENT OF RAISED PARAPET
@ ROOF LEVEL
@ ROOF LEVEL
SIM. DETAILING FROM
EXISTING ROOF TO
TOP OF PARAPET
SIM. DETAILING FROM
EXISTING ROOF TO
TOP OF PARAPET
5"
NEW PARAPET SUPPORT, SEE DETAILS S1.O AND S1.1. IF EXISTING ROOF
ELEMENTS ARE LOCATED IN THE AREA OF THE SUPPORTS, THE ANGULAR
PARAPET 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. REQUIRED
CLEARANCES BETWEEN THESE ITEMS AND THE ANGULAR SUPPORT ARE TO
BE COORDINATED WITH THE ROOFING MATERIAL MANUFACTURER. THE
INTERRUPTION SHALL BE CENTERED ON THE OBSTRUCTION. ALL EXPOSED
CONSTRUCTION RELATED TO THE SUPPORT SHALL BE FINISHED WITH
ROOFING MATERIAL AND RECEIVE FLASHING AND COUNTERFLASHING AS
RECOMMENDED BY THE ROOFING MANUFACTURER
A3.0
ROOF
PLAN
B
A5.0
B
A5.1
B
A5.1
2
A6.1
A
A5.1
A
A5.0
2
A6.1
C
A5.0
C
A5.0
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 MOUNTING
SURFACE FOR ALL BUILDING ELEMENTS.
2. G.C. TO PROVIDE STRUCTURAL BLOCKING FOR ALL
BUILDING ELEMENTS - COORDINATE WITH OWNER'S
VENDORS.
3. PAINT ALL OTHER UTILITY ELEMENTS, PIPES AND
DOWNSPOUTS THE SAME COLOR AS THE RELATIVE
HEIGHT 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, 5
SHERWIN WILLIAMS SW7020: BLACK FOX - 4 SATIN EXTERIOR
BENJAMIN MOORE HC-21: HUNTINGTON BEIGE SATIN EXTERIOR FIELD
BENJAMIN MOORE DOT YELLOW - BOLLARDS
BENJAMIN 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 AND
PORTER. MATCH SPECIFIED SCHEDULE COLORS EXACTLY
3. P-1, P-2 AND P-3 SHALL RECEIVE FINAL FINISH COAT OF BENJAMIN MOORE M73S WATERBORNE URETHANE
SEMI-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 1-877-626-5676
6. 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 THE
PLANS.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 X
V-027 2 KFC WALL SIGN X
V-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
EXTERIOR
ELEVATIONS
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 A1.1
EXISTING 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
27
NOT 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 FINISH
TO BE APPLIED TO EXISTING WALK IN BOXES.
30
EQ.EQ.
2
2
2
2
2
2
2
VX_A4_NB
2
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
EXTERIOR
ELEVATIONS
1P-2
P-3
0'-0"
FINISH FLOOR
NOTE:
TRASH ENCLOSURE NOT
SHOWN 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'-61
2"5'-01
2"10'-63
4"
2"P-8
P-2
P-3
P-1
5
A6.1

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
WALL
SECTIONS
2'-10"
8'-8"
EL. 0'-0"
TOP OF SLAB
9'-0"
EL. +10'-9 1/2"
EXISTING TRUSS BEARING
6'-21
2"
EL. +17'-0"
TOP OF PARAPET
17'-0"
2'-10"
7'-35
8"
EL. 0'-0"
TOP OF SLAB
21'-0"
7'-2"
5'-6"
EL. +7' 3 5/8"
BOT. OF HEADER
3'-57
8"10'-21
2"
3
A6.0
SUSP. A.C.T. SEE
REFLECTED CEILING
PLAN.
FASTEN PARAPET FRAMING
TO TRUSS WITH (4) 16d
COMMON NAILS AT EA.
TRUSS, TOP AND BOTTOM
CHORDS.
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
A5.1
SECTIONS
EL. +10'-9 1/2"
EXISTING TRUSS BEARING/BOT. OF CANOPY
EL. +17'-0"
TOP OF PARAPET
2'-10"
10'-111
2"HX11'-0"WRECESSFORSIGNAGE
53
4"
7'-35
8"
EL. 0'-0"
TOP OF SLAB
21'-0"
8'-0"
7'-2"
5'-6"
EL. +7' 3 5/8"
BOT. OF HEADER
3'-57
8"10'-21
2"
RECESS POP BOX 5"
INTO WALL BOX BY
SIGN VENDOR
1" STUCCO OVER
OVER OVER (2) LAYERS
ASPHALT KRAFT PAPER OVER
5/8" PLYWOOD SHEATHING
CONC. FDN. 1'X2' MIN.
- USE #4'S @ 12" O.C.
EACH WAY. TIE TO
EXIST. FDN. W/ 8" #4
DOWELS @ 2'-0" O.C.
SCAB ON NEW 2x4 ONTO
EXISTING MANSARD FRAMING
MEMBER FASTEN TO PARAPET
FRAMING.
PROVIDE NEW ROOFING
MEMBRANE OVER 5/8" PLYWD.
EL. +10'-9 1/2"
EXISTING TRUSS BEARING
FASTEN PARAPET FRAMING
TO TRUSS WITH (4) 16d
COMMON NAILS AT EA.
TRUSS, TOP AND BOTTOM
CHORDS.
PROVIDE BLOCKING
FOR SIGNAGE. VERIFY
LOCATION WITH SIGNAGE
VENDOR.
PROVIDE BLOCKING
FOR SIGNAGE. VERIFY
LOCATION WITH SIGNAGE
VENDOR.
2
2
2

CANT 3"=1'-0" 1
YAR018
4" (MIN.)
BASE FLASHING
FIBER CANT
STRIP W/ 4"
LEGS - NAIL TO
PLYWOOD AT 12"
O.C.
ROOFING
MATERIAL OVER
RIGID
INSULATION 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 WALL
CONSTRUCTION
ENTRY DOOR JAMB 3" = 1'-0" 9
A6.0
EXTERIOR
DETAILS
1/2" PLYWOOD
SHEATHING TO
MATCH EXISTING
1" STUCCO OVER
SELF-FURRING METAL
LATH OVER OVER (2)
LAYERS ASPHALT
PLYWOOD SHEATHING
CANOPY HEADER AT POP BOX 3" = 1'-0" 4
"DURO-LAST" DRIP
EDGE - INSTALLED
PER MFR. SPEC.
1" STUCCO OVER
SELF-FURRING METAL
LATH OVER OVER (2)
LAYERS ASPHALT
KRAFT PAPER OVER
5/8" PLYWOOD
SHEATHING
2x4 LATERAL
BRACING
1" STUCCO
EXISTING WALL
CONSTRUCTION TO
REMAIN
2

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
K30 REMODEL
A6.1
EXTERIOR
DETAILS
STUCCO @ INSIDE CORNER N.T.S. 7
STUCCO TO BASE FLASHING N.T.S. 2
YAW025
2"5"8"MIN.TOROOF
GALV. METAL REGLET AND
REMOVABLE FLASHING - 2 PIECE
REGLET TYPE-ST FLASHING AS
MANUFACTURED BY FRY CORP.
OR EQUIVALENT
SUBSTRATE PER WALL SECTIONS
ROOFING/BASE FLASHING
SYSTEM. EXTEND BEHIND
STARTER TRACK.
YAW323
BLOCKING AS REQUIRED
FASTENER AS REQUIRED
WASHER
NOTE:
INSTALL BUSHING AFTER STUCCO
APPLICATION HAS HARDENED. DRILL
HOLE SLIGHTLY LARGER THAN
BUSHING THROUGH INSULATION
ONLY, STOP AT PLYWOOD. CAULK
OPENING PRIOR TO INSERTING
FASTENER TO SEAL PENETRATION.
PVC (SCH 40) BUSHING - FILL WITH
SEALANT
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 WALL
FRAMING
SHEATHING
SELF FURRING METAL
LATH
(2) LAYERS OF ASPHALT
KRAFT PAPER
SCRATCH COAT
BROWN COAT
PRIMER
FINISH COAT
FOUNDATION
WEEP SCREED
TERMINATION
FOUNDATION
WATERPROOFING
WOOD STUD WALL FRAMING
SHEATHING
(2) LAYERS OF ASPHALT KRAFT
PAPER
SELF FURRING METAL LATH
CORNER BEAD FILLED SOLID
SCRATCH COAT
PRIMER COAT
FINISH COAT
SHEATHING
WOOD STUD WALL FRAMING
(2) LAYERS OF ASPHALT KRAFT
PAPER
CASING BEAD
SELF FURRING METAL LATH
SCRATCH COAT
BROWN COAT
PRIMER
FINISH (TEXTURE OR SMOOTH)
WOOD STUD WALL
FRAMING
EXISTING
STRUCTURE
SEALANT AND
BACKER ROD
SHEATHING
CASING BEAD
ASPHALTIC BUILDING
FELT
EXPANDED GALV.
METAL LATH
SCRATCH COAT
BROWN COAT
PRIMER
FINISH (TEXTURE OR
SMOOTH)
3/4"
SEALANT AND BACKER ROD
EXISTING SURFACE
2X WOOD STRUCTURECASING BEAD
2x STRUCTURE
1" DEEP WEATHER TIGHT J-BOX.
MOUNT TO SUPPORTING
STRUCTURE.
SET IN SEALANT
1
8"TYP.
BACKWRAP OPENINGS
SEALANT AND BACKER ROD
CONDUIT
AIR SEAL
CASING BEAD
CASING BEAD
CASING BEAD
7/8"
7/8" DRIP SCREED
1"
1" WIDE TRACK REVEAL
1" STUCCO OVER SELF-FURRING
METAL LATH OVER (2) LAYERS
ASPHALT KRAFT PAPER OVER
5/8" PLYWOOD SHEATHING
1
1
1

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
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
3
4"
1
8"
1
2"
51
2"
R 1
4 "
NOTE: SEE INTERIOR
ELEVATIONS FOR
FINISHES
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
INTERIOR
DETAILS
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 least
2" between the top of the safe and the counter. This will make it easier for the site to replace the
transformer, if it ever fails and the gap at the top is in case the safe ever is replaced, you will have
the 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 the
holes.
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 and
follow prompts for assistance. FKI has technicians on duty during the following hours: Monday
through 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'-61
2"
1'-8"
31
2"
13
4"
1'-41
2"
1'-0"
13
4"
31
2"
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. SEE
DETAIL 3/C1.0
IF TILE EXISTS ON SIDEWALK, REMOVE AND REPLACE WITH
FT-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 MOLDED
CORNERS
AT 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 AND
COUNTER SPLASH / EQUIPMENT EXCEEDS 1/4", PROVIDE S.S. CLOSURE
ANGLE.
H. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING FIXTURE WILL NOT
BE 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 WITH
VENDOR.
L. SEE DETAIL 5/A6.2 FOR TYPICAL CORE DRILL.
M. IF TILE IS NEUTRAL. MONOTONE COLOR - IT MAY REMAIN. REPLACE CHIPPED
AND 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
FLOOR
FINISH
PLAN
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 LIGHTS
SPEAKER
EXTERIOR WALL FIXTURE
RELOCATED CEILING FIXTURES
NEW 2'-0" x 4'-0" RECESSED
FLUORESCENT 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" SURFACE
MOUNTED FLUORESCENT
LIGHT 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
REFLECTED
CEILING
PLAN
CLOUD DETAIL 1/2"=-1'-0" D
CEILING CLOUD DETAIL 1 1/2" = 1'-0" E
6"
2"
1'-0"
NEW BLACK CEILING
PANELS WITH TEGULAR
EDGE
A-1000 UNISTRUT WITH
CHANNEL NUTS. THREE
UNISTRUTS PER CLOUD
PANEL
12 GA. HANGER WIRE
USG GRID LOAD
TRANSFER BRACKET.
MIN. 6 PER CLOUD
PROVIDE A 48" LONG
BLACK TRACK WITH
FOUR HEADS
NOTE:
IF EXISTING DINING ROOM CEILING GRID IS STRAIGHT, PROPERLY SUSPENDED AND FREE
FROM RUST, EXISTING GRID MAY REMAIN. PAINT BLACK. REPLACE CEILING TILES WITH
NEW BLACK TILES.
4"4"
SOFFIT DETAIL 3/4" = 1'-0" E
E
A7.1
1
1
2
2
2"
NEW CEILING CLOUDS SEE A2.0
A-1000 UNISTRUT WITH CHANNEL NUTS. THREE
UNISTRUTS PER CLOUD PANEL
NEW BLACK CEILING PANELS WITH TEGULAR EDGE
EXISTING BULK HEAD.
E
A7.1
2"
1'-31
2" 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 AS
REQ'D.
10'-9 1/2"
BOT. OF TRUSS
2x6 TIES AT 32" O.C.
FASTEN TO SOFFIT FRAMING
AND 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 WITH
MECHANICAL and ELECTRICAL FIXTURES.
LOCATION: TOP COARSE OF WALL TILE. ONE
WALL EACH RESTROOM. SEE
A8.1 FOR LOCATION.
OPTIONAL GROUT: TEC COFFEE 969
MFR.:
TYPE:
COLOR:
WT-2 CROSSVILLE
COLOR BLOX SERIES PORCELAIN TILE
#A115 "CAMPING OUT"
SIZE:
GROUT: LATICRETE #35 MOCHA, SANDED
MFR.:
TYPE:
COLOR:
TM-1
CHAIR RAIL
SW# 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 WHITE
FINISH: LATEX SATIN/EGGSHELL
MFR.:
TYPE:
COLOR:
CL-4 USG
24" x 24"
FROST CLIMA PLUS 414-205 W/ TEGULAR EDGE
GRID: PRELUDE ML EXPOSED TEE, BLACK
NOTE: FLAME SPREAD RATING 0-25, CLASS A
MFR.:
TYPE:
COLOR:
CL-2
GYPSUM BOARD
P-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"
MFR.:
TYPE:
COLOR:
P-20 BENJAMIN MOORE
BM #HC-85 "FAIRWEIN TAUPE
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/EGGSHELL
FINISH (KITCHEN): EPOXY / HIGH-GLOSS
LOCATION: DINING CEILING
GRID
MFR.:
TYPE:
COLOR:
SW#6362 "TIGER EYE"
LOCATION: DINING ROOM WALLS, KITCHEN
WALLS.
MFR.:
TYPE:
COLOR:
P-16 SHERWIN WILLIAMS
SW #6990 "CAVIAR"
MFR.:
TYPE:
COLOR:
SW#6362 "TIGER EYE"
FINISH: ENAMEL
LOCATION: DOOR FRAMES
ALTERNATE: SW #6117 "SMOKEY TOPAZ"
(ENAMEL)
DALTILE
LESLIE S. LIKINS
502-637-2750
LESLIE.LIKINS@DALTILE.COM
MARLITE
DAN EGBERS
330-343-6621
WWW.MARLITE.COM
SHERWIN-WILLIAMS
BRAD HARRINGTON
216-341-5553 ext 115
Cell: 216-210-2723
BRAD.E.HARRINGTON@SHERWIN.COM
CROSSVILLE
MIKE MATHEWS
LOUISVILLE TILE DISTRIBUTOR
4520 BISHOP LANE
LOUISVILLE, KY 40218
502-452-2037
NATIONAL ACCOUNT DIVISION
800-369-7671
L.M. SCOFIELD COMPANY
800-900-9900
HYDROMENT
JAENNE ATKINSON
248-478-3958
CELL 810-459-1009
OMNOVA SOLUTIONS
175 GHENT ROAD
FAIRLAWN, OH 44333
MATT ORLY
330-869-4385
BENJAMIN MOORE
DOROTHY HAZINSKI
800-635-5147 ext. 1841.
MFR.:
TYPE:
COLOR:
S-1 FORMICA SIGNATURE
SOLID SURFACE MATERIAL
#742 BLANCO TERRAZZO
MFR.:
TYPE:
COLOR:
STAIN
SW #3121-8 "PEARWOOD"
TYPE: 1X2 WOOD TRIM
LOCATION: DINING ROOM CHAIR RAIL
MFR.:
TYPE:
COLOR:
T-3 CROSSVILLE
COLOR BLOCK SERIES PORCELAIN TILE
A115 "CAMPING OUT"
SIZE: 12" X 12"
MFR.:
TYPE:
COLOR:
T-2 CROSSVILLE
A11077 "MUD PIE"
SIZE: 12" X 12"
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 ELEVATIONS
SHEET A7.0 - FLOOR FINISH PLAN
SHEET A7.1 - REFLECTED CEILING PLAN
SHEETS 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 CROSSVILLE
COLOR BLOX SERIES PORCELAIN TILE
#A115 "CAMPING OUT"
SIZE:
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
06.12.07
K30 REMODEL
A7.2
FINISH
SCHEDULE
MFR.:
TYPE:
COLOR:
B-2 CROSSVILLE
A115 "CAMPING OUT"
SIZE: 6" X 12" COVE BASE
MFR.:
TYPE:
COLOR:
WC-1 FORBO
MARMOLEUM "CLICK"
#53174 SAHARA
TRIM:
MFR.:
TYPE:
COLOR:
SW# 6601 TANAGER
MFR.:
TYPE:
COLOR:
SW# 6871 POSITIVE RED
MFR.:
TYPE:
COLOR:
B-1 DALTILE
SANITARY COVE
RED TO MATCH T-1
SIZE: 5"x6"
GROUT: MAPEI #47 CHARCOAL
MFR.:
TYPE:
COLOR:
T-1 DAL-TILE
SURETREAD QUARRY
RED OQ81
SIZE: 6"x6"
GROUT: MAPEI #47 CHARCOAL

WC-1
A8.0
INTERIOR
ELEVATIONS
TM-1
B-2
9"3"12"3"10"4"12"6"4"8"7"
2"
10"41/4"
SEE SHEET A1.0 FOR DIMENSIONS
DESIGNATES NEW
FOCAL GRAPHIC
STIPE LOCATION ON
SHEET A2.0
DINING 3/8"=1'-0"
2
3
5
11
13
14
1
2
3
11
12
13
14
15
16
1
1
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"MIN.
34"MAX.
KEY NOTES B
A8.1
RESTROOM
PLAN AND
ELEVATIONS
F-270 1 X FIRST AID KIT SWIFT #68-UFPC
F-250 1 X TACTICS (BIG 7) BOARD WITH BSC, 32"W x 24"H FOODSERVICE SUPPLY #90432
F-019 1 X CHAIR - OFFICE HON 5831
F-008 1 X FILE CABINET (2 DRAWER HIGH) LOUISVILLE MILL, HON R532PL
B-410 1 X SANITARY NAPKIN RECEPTACLE RUBBERMAID #6140
B-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 #B6806X42
B-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 #AWMK09564
B-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 YUM
F-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 RECESSED
MOUNTED ACCESSORIES.
GRAB BARS, FASTENERS AND MOUNTING DEVICES
SHALL BE INSTALLED PER ADA REQUIREMENTS. REFER
TO SHEET ADA1.0.
REFER TO SHEET ADA1.0 FOR MOUNTING HEIGHTS AND
CLEARANCES OF ACCESSORIES AND FIXTURES.
ALL DIMENSIONS THIS DRAWING ARE TO FINISH
SURFACE.
A.
B.
C.
D.
1
1
1
1
B-280
4'-3"
12"MIN.
A8.1
9
10
11
12
U-047
F-270
F-008
B-405
F-050
3
7
10
3'-4"12
13
F-250
F-080
5'-0"43
4"5'-0"
43
4"
3'-0" 4''-10 1/2"
43
4"
4'-6"
43
4"
3'-01
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"MAX.WITHNO
OBSTRUCTIONTO
REACHOVER
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 HEIGHTS
FOR GIVEN DEPTHS:
YAM026
ACCESSIBLE RESTROOM DOORS N.T.S. 14
YAM029
60"H
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
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 HEIGHT
OFF FLOOR FOR
BARRIER-FREE DESIGN
FINISH FACE
OF WALL
33"TYP.
36"@TANKTOILET
17"-19"
2"
MAX.
7" - 9"
17"
34"MAX.
29"MIN.
27"MIN.
9"MIN.
8" 6"
40"MAX.
17"MAX.
44"MAX.
40"MAX.
36"MIN.
48"MAX.
44"
PULL STATION
BABY CHANGE
STATION
THERMOSTAT
FIRE ALARM
SWITCHES
T.S. COVER DISPENSER
PAPER TOWEL DISPENSER
3'-0" S.S. GRAB BAR
3'-6" S.S. GRAB BAR
CONTROLS MOUNTED ON
WIDE SIDE OF TOILET AREA 14" MIN. PROJECTION FROM
WALL URINAL
MIRROR MTD @ 40" A.F.F.
MAX TO BOTTOM OF
REFLECTING SURFACE
LAV.
8" MIN. DEPTH x 30" MIN.
WIDTH KNEE SPACE
@HIGHEST
OPERABLEPART
6" MAX. DEPTH x 30" MIN. WIDTH TOE
CLEARANCE
INSULATE HOT WATER & DRAIN
PIPES OPTIONAL CUP
DISPENSER
48"MAX.
COMBINATION PAPER
TOWEL DISPENSER /
TRASH RECEPTACLE

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

D1 H4D1 H4
13
13
5 5
1
7
M1.0
MECHANICAL
PLAN
HVAC NOTES:
A. HVAC CONTRACTOR SHALL EXTEND EXISTING SHEET METAL DUCTWORK AND/OR
FLEXIBLE 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 OF
SMACNA STANDARDS FOR LOW PRESSURE DUCTWORK. MATERIAL GAGES, JOINTS AND
REINFORCING FOR ROUND OR RECTANGULAR DUCTWORK SHALL BE AS CALLED FOR BY
SMACNA STANDARDS.
D. ALL DUCTS SHALL BE SUBSTANTIALLY SUPPORTED AND HUNG FROM OVERHEAD
STEEL OR CONCRETE CONSTRUCTION AS DESCRIBED HEREINAFTER.
E. ROUND DUCTWORK:
1. ALL ROUND SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE SPIROSAFE AS
MANUFACTURED BY LINDAB, INC. (800) 797-7476. DUCT SYSTEM SHALL CONSIST OF
FITTINGS THAT ARE FACTORY FITTED WITH A SEALING GASKET AND SPIRAL DUCT WHICH,
WHEN INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS, WILL SEAL THE
DUCT JOINTS WITHOUT THE USE OF DUCT SEALER.
2. ALL DUCT AND FITTINGS SHALL BE G-90 GALVANIZED STEEL IN ACCORDANCE WITH
ASTM A653 AND A924.
3. ALL DUCT AND FITTINGS SHALL BE CONSTRUCTED PER SMACNA'S DUCT
CONSTRUCTION STANDARDS (+10 IN W.G.) SHOWN IN THE FOLLOWING TABLE:
DIAMETER GALVANIZED GALVANIZED
(INCHES) SPIRAL DUCT FITTINGS
3 - 14 26 24
16 - 26 24 22
28 - 36 22 20
38 - 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 AND
FLEXIBILITY SO AS TO ENSURE THAT SYSTEM WILL MEET ALL OF THE PERFORMANCE
CRITERIA SET FORTH IN THE MANUFACTURER'S LITERATURE. GASKET SHALL BE
CLASSIFIED BY UNDERWRITER'S LABORATORIES TO CONFORM TO ASTM E84-91A AND
NFPA 90A FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50.
2. ALL FITTING ENDS SHALL BE CALIBRATED TO MANUFACTURER'S PUBLISHED
DIMENSINAL TOLERANCE STANDARD AND ASSOCIATED SPIRAL DUCT.
HVAC NOTES C
3. ALL FITTING ENDS FROM 3" TO 24" DIAMETER SHALL HAVE ROLLED-OVER EDGES FOR
ADDED STRENGTH AND RIGIDITY.
4. ALL ELBOWS FROM 3" TO 12" DIAMETER SHALL BE 2-PIECE DIE-STAMPED AND
CONTINUOUSLY STITCH-WELDED. ALL ELBOWS 14" DIAMETER AND LARGER SHALL BE
STANDING 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-PUNCHED
CONSTRUCTION SHALL BE INTERNALLY SEALED.
7. ALL VOLUME DAMPERS SHALL BE SPIROSAFE TYPE DRU, DSU OR DTU. DAMPER
SHALL BE FITTING SIZED TO SLIP INTO SPIRAL DUCT. DAMPER SHALL HAVE THE FOLLOWING
FEATURES:
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 DIMENSIONAL
TOLERANCE STANDARD.
b. ALL SPIRAL DUCT 14" DIAMETER AND LARGER SHALL BE CORRUGATED FOR ADDED
STRENGTH AND RIGIDITY.
c. SPIRAL SEAM SLIPPAGE SHALL BE PREVENTED BY MEANS OF A FLAT SEAM AND A
MECHANICALLY FORMED INDENTATION EVENLY SPACED ALONG THE SPIRAL SEAM.
10. DUCT SYSTEM PERFORMANCE SHALL MEET SMACNA'S LEAKAGE CLASS 3
REQUIREMENTS.
G. HANGERS:
1. DUCTS SHALL BE HUNG FROM OVERHEAD STEEL CONSTRUCTION (BEAMS AND
JOISTS) OR CONCRETE CONSTRUCTION (SLAB OR CONCRETE BEAM) BY MEANS OF
TRAPEZE TYPE HANGER.
2. HANGER RODS SHALL BE WELDED TO HEAVY IRON "C" CLAMPS WITH SAFETY CLAMP
BAR AND SHALL BE SUPPORTED FROM BOTTOM FLANGE OF STEEL BEAMS, AND FROM TOP
CHORD OF STEEL JOISTS AT PANEL POINT OF JOIST. HANGERS ATTACHED TO BOTTOM
CHORD 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, FOR
ANY TYPE OF HANGERS.
3. ALL DUCTWORK SHALL BE SUPPORTED USING LOAD RATED WIRE ROPE SUSPENSION
SYSTEM (GRIPPLE HANG FAST). SUSPENSION SYSTEM SHALL HAVE A SPECIFIED
MANUFACTURER'S SAFE WORKING LOAD (SWL) AND SUPPLEMENTARY SAFETY FACTOR OF
AT LEAST FIVE TIMES THE SWL. SUSPENSION SYSTEM SHALL BE VERIFIED BY SMACNA
TESTING AND RESEARCH INSTITUTE TO BE IN COMPLIANCE WITH SMACNA DUCT
CONSTRUCTION STANDARDS GUIDELINES, 1995 SECOND EDITION, CHAPTER 4.
SUSPENSION SYSTEM SHALL BE GRIPPLE HANG FAST AS MANUFACTURED AND SUPPLIED
BY GRIPPLE INCORPORATED.
4. HANGER BANDS SHALL BE FASTENED TO SIDE OF CONCRETE BEAMS BY MEANS OF
POWER-DRIVEN INSERTS. DO NOT DRIVE INSERTS INTO BOTTOM OF CONCRETE RIBS OR
CONCRETE BEAMS. DO NOT HANG FROM CORRUGATED METAL DECK FORM IF FLOOR IS
LESS THAN 4" THICK. IF FLOOR IS THICKER THAN 4", IT WILL BE PERMISSIBLE TO HANG
DUCTS SMALLER THAN 48" X 18" FROM SIDE OF CORRUGATED METAL FORM WITH
ANCHORS EQUAL TO HILTI AMAC, OR FROM BOTTOM OF CORRUGATED METAL FORM WITH
THUNDERBOLT MASONRY ANCHORS AND THREADED ROD.
5. AS AN OPTIONAL MEANS OF SUPPORT, ALL DUCTS SMALLER THAN 48" X 18" SHALL BE
SUPPORTED BY MEANS OF 1" X 1/8" GALVANIZED BAND HANGERS FASTENED TO OVERHEAD
STEEL 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 A
CLAMP. 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 DUCT
WORK. 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 SIDE
OF 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 ARE
TO BE TUTTLE & BAILEY, BARBER-COLMAN, OR APPROVED EQUAL.
J. WHERE NECESSARY, DUCTS ARE TO BE ENLARGED TO TAKE IN PIPES, BEAMS AND/OR
OTHER CONSTRUCTION.
K. VOLUME CONTROL DAMPERS:
1. MANUAL VOLUME CONTROL DAMPERS SHALL BE INSTALLED WHEREVER IT MAY BE
NECESSARY TO REGULATE AIR VOLUME FOR SYSTEM AIR BALANCING AND WHERE SHOWN
ON THE DRAWINGS. DAMPERS SHALL BE STANDARD OPPOSED MULTI-BLADE TYPE ON
2-INCH CHANNEL FRAME WITH EXTERNAL DAMPER POSITION INDICATOR, MANUAL
ADJUSTMENT, AND POSITION LOCKING ARRANGEMENT. DAMPER BLADES SHALL NOT
EXCEED 6" IN WIDTH.
2. AN ACCESS DOOR, OF AMPLE SIZE TO PERMIT MAINTENANCE AND RESETTING OF
DAMPER BLADES, SHALL BE INSTALLED AT EACH VOLUME CONTROL DAMPER, SO LOCATED
FOR EASY ACCESS TO THE DAMPER BLADES..
ACCESS DOORS:
1. PROVIDE HINGED TYPE INSULATED ACCESS DOORS AT LOCATION INDICATED
BELOW. DOORS ON UNINSULATED DUCTS DO NOT NEED TO BE INSULATED. ACCESS
DOORS SHALL BE 16" X 16" MINIMUM, EXCEPT WHERE DUCT SIZE IS LESS THAN 18", WHERE
LARGEST DOOR THAT FITS DUCT SHALL BE PROVIDED. OPENING SHALL BE LARGE
ENOUGH TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICE. UNHINGED ACCESS
PANELS ARE NOT ACCEPTABLE. GENERAL CONTRACTOR SHALL PROVIDE ACCESS DOORS
FOR ALL DAMPERS WHICH ARE CONCEALED ABOVE PLASTER CEILINGS; LOCATION OF
THESE 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 COLD
ROLLED FLAT STEEL SPIRAL SUPPORT. DUCT SHALL BE SUITABLE FOR BOTH HIGH AND
LOW VELOCITY SYSTEMS. DUCT SHALL BE MANUFACTURED BY THERMAFLEX OR
APPROVED EQUAL.
2. DUCTWORK SHALL BE LIMITED IN LENGTH TO THAT NECESSARY TO MAKE
CONNECTIONS 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 11
2" WIDE STAINLESS STEEL
BANDS. INNER LINER SHALL BE CLAMPED TIGHT WITH THE BAND, THEN THE INSULATION
AND JACKET PULLED UP TIGHT AGAINST THE DUCT OR AIR DEVICE AND SECURED WITH A
SECOND BAND OR STRAP. INSTALLATION SHALL BE AS RECOMMENDED BY THE DUCT
MANUFACTURER.
5. SUPPORT THE FLEXIBLE DUCT WITH ADEQUATE HANGERS TO RELIEVE STRAIN ON
ANY 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, 3
4 POUND
DENSITY WITH MINIMUM OF R=5 WITH ALUMINUM FOIL FLAME RESISTANT VAPOR BARRIER.
SECURE INSULATION TO DUCTS WITH QUICK TACKING ADHESIVE SPOT DAUBED 6" ON
CENTER. TRANSVERSE JOINT TO HAVE 2" OVERLAP SEALED WITH ADHESIVE.
LONGITUDINAL JOINT TO BE DOUBLE ROLLED AND STICH-STAPLED. STAPLES TO BE
COATED WITH ADHESIVE. ON BOTTOM OF DUCTS WIDER THAN 24", SECURE INSULATION
WITH WELDED OR ADHESIVE CLIPS WITH WASHES NO GREATER THAN 18" ON CENTER.
SEAL PIN PENETRATIONS WITH MATCHING TAPE. INSULATION SHALL MEET ALL THE
CRITERIA 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 TO
MATCH 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 TITUS
50F-12x12-1-26 EXHAUST AIR GRILLE WITH A WHITE FINISH LOCATED IN TOILET ROOM AREA.
MODIFY EXISTING EXHAUST DUCTWORK TO ACCOMMODATE NEW CEILING AND GRILLE
LOCATION.
PROVIDE & INSTALL REPLACEMENT METALAIRE SERIES 5000-1-XX-XX-01 OR TITUS SERIES
TDC-AA-XX-1-26 SUPPLY AIR DIFFUSERS WITH A WHITE FINISH LOCATED IN TOILET ROOM
AREA. MODIFY EXISTING DUCTWORK/FLEX DUCT TO ACCOMMODATE NEW CEILING AND
DIFFUSER LOCATION.
2
4
3
PROVIDE & INSTALL REPLACEMENT METALAIRE SERIES 5000-6-XX-24x24-XX-03 SERIES OR
TITUS SERIES TDC-AA-XX-24x24-3-84 SUPPLY AIR DIFFUSERS WITH A BLACK FINISH IN DINING
AREA AND TOILET AREA CORRIDOR. MODIFY EXISTING DUCTWORK/FLEX DUCT TO
ACCOMMODATE NEW CEILING HEIGHTS AND DIFFUSER LOCATIONS.
PROVIDE & INSTALL REPLACEMENT 24"x48" METALAIRE SERIES CC-5TBC-6-46x22-48x24-03
OR TITUS 50FF-22x46-1-84 (BLACK IS A CUSTOM COLOR FOR TITUS) RETURN AIR GRILLE
WITH A BLACK FINISH LOCATED IN DINING AREA.
EXISTING SUPPLY/RETURN AIR DEVICES LOCATED IN KITCHEN AREA TO REMAIN. FIELD
VERIFY PROPER WORKING CONDITION AND EXACT LOCATION.
13
8 MODIFY EXISTING RETURN DUCTWORK FOR NEW RETURN AIR GRILLE IN DINING ROOM AND
PROVIDE MANUAL VOLUME DAMPER AS REQUIRED. FIELD VERIFY LOCATION AND SIZE OF
EXISTING RETURN DUCTWORK.
EXISTING SUPPLY AIR DIFFUSERS AT SERVICE AREA TO BE REMAIN. CLEAN AND PROVIDE
GENERAL MAINTENANCE AS REQUIRED. AIR IS SUPPLIED TO DIFFUSERS FROM KITCHEN
ROOFTOP UNIT.
PROVIDE & INSTALL REPLACEMENT METALAIRE SERIES 5000-6-XX-24x24-XX-01 SERIES OR
TITUS SERIES TDC-AA-XX-24x24-3-26 SUPPLY AIR DIFFUSER AT OFFICE AREA. MODIFY
EXISTING DUCTWORK/FLEX DUCT TO ACCOMMODATE NEW CEILING HEIGHT AND DIFFUSER
LOCATION.
CONTRACTOR SHALL MOUNT EXISTING TEMPERATURE SENSOR AT PREVIOUS LOCATION
AFTER CONSTRUCTION IS COMPLETE. FIELD VERIFY EXACT LOCATION.
12
NOT USED.9
10 NOT USED.
NOT USED.11

1
2
WC 1
9
6
A
B
C
D
6
2
WC 1
3
L 1
3
L 1
TYPICAL WATER RISERS
TYPICAL SANITARY RISERS
NEW
NEW LAV.
NEW
1-1/2"V
1-1/4"SAN
P.O.C. EX.
NEW
1-1/2"V
4"SAN
P.O.C.
NEW
W.C.
NEW
1/2"CWNEW
LAV
NEW
1/2"CW
NEW
1/2"HW
NEW
W.C.
P1.0
PLUMBING
PLAN
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 SUPPORT
WITH CONCEALED CARRIER ARMS
BY ZURN (#1231 OR EQUIVALENT).
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
FINISH FLOOR
GENERAL NOTES E
TRUEBRO 'HANDI-LAV- GUARD 2' &
TRUEBRO TRAP COVER MODEL
#102W MOLDED VINYL PIPE
INSULATION KIT OR EQUIVALENT.
BARRIER FREE
LAVATORY
SELF-CLOSING
FAUCET
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 BE
REMOVED AND REINSTALLED AT SAME LOCATION AFTER COMPLETION OF NEW
DINING ROOM CONSTRUCTION BY PEPSI GENERAL CONTRACTOR. ENSURE PROPER
DISCHARGE OF INDIRECT WASTE TO EXISTING FLOOR SINK.
NOT USED.
SITE OF EXISTING PLUMBING FIXTURES TO BE REMOVED. DISPOSE OF AS PER YUM
CONSTRUCTION MANAGER'S DIRECTION. FIELD VERIFY EXACT LOCATION. CAP
EXISTING VENT, C.W. & H.W. LINES ABOVE CEILING OR AT WALL IF REQ'D. CAP
EXISTING 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 AND
VENT PIPING AS REQUIRED. FIELD VERIFY LOCATION. REFER TO PLUMBING FIXTURE
SCHEDULE FOR INFORMATION.
NEW LAVATORY. PROVIDE NEW DOMESTIC WATER, WASTE AND VENT PIPING AS
REQUIRED. FIELD VERIFY LOCATION. REFER TO PLUMBING FIXTURE SCHEDULE FOR
INFORMATION.
5 NEW TRAP PRIMER. PROVIDE NEW DOMESTIC WATER PIPING AND ROUTE TO EXISTING
FLOOR DRAIN. FIELD VERIFY LOCATION. REFER TO PLUMBING FIXTURE SCHEDULE
AND 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.
WATER
FU
WASTE
FU
TEMP'D
WATER
HOT
WATER
COLD
WATER
VENT
SOIL OR
WASTE
DESCRIPTION MANUFACTURER / MODEL NUMBERFIXTUREITEM
L 1 LAVATORY 1-1/4" 1-1/2" -- -- 1/2" 1 1.5
WHITE VITREOUS CHINA, WALL HUNG, WITH CONCEALED ARMS SUPPORT, 4" CENTERS,
WITH INTEGRAL BACKSPLASH, ADA ACCESSIBLE. FLAT GRID STRAINER. FAUCET: FURNISHED
BY OWNER-INSTALLED BY G.C. SELF-CLOSING LAVATORY FAUCET (AS PER TITLE 45-313 OF THE
ARIZONA PUBLIC LAW), ADA COMPLIANT. SEE I/P1.0 FOR LAV SUPPORT DETAIL.
A.S. COMRADE/ MODEL: 0124.131
CRANE "HARWICH" / MODEL: 1412V
WC 1
WATER
CLOSET 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 AS
REQUIRED TO CORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL. VERIFY FLUSH SIDE
REQUIREMENTS
TP 1 TRAP
PRIMER
-- -- 1/2" -- -- -- 0.25
FLOW THRU; LOW FLOW MODEL
SEE G/P1.0 TRAP PRIMER DETAIL.
WATTS MODEL:A200S/LF
--
--
TRAP PRIMER N.T.S. G

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