B1 · PDF fileb1.01 30" wide typical at all restrooms individual use clear floor space provide...

1

A B C

2

3

48" M

AX

IMU

M

20" MAX.

44" M

AX

IMU

M

>20-25"MAX.

48" M

AX

IMU

M

10"MAX.

46" M

AX

IMU

M

>10-24"MAX.

15"

MIN

.

34"

MA

XIM

UM

34"

MA

XIM

UM

48" M

AX

IMU

M

15"

MIN

.

48" M

AX

IMU

M

10"MAX.

15"

MIN

.

NOTE: Y=48"MINIMUM IF DOORHAS A CLOSER

NOTE: Y=48"MINIMUM IF DOOR HASBOTH A LATCHAND CLOSER

NOTE: X=12"IF DOOR HAS BOTH ACLOSER AND LATCH

42" M

IN.

X Y

NOTE: Y=54" MINIMUM IF DOORHAS A CLOSER

NOTE: X=36" MINIMUM IF Y=60"; X=42"MINIMUM IF Y=54"

LATCH SIDE APPROACHES - SWING DOORS

HINGED SIDE APPROACHES - SWING DOORS

48" M

INIM

UM

X24" MIN.

X24" MIN.

42" M

IN.

60" M

INIM

UM

PULL SIDE

48" M

INIM

UM

FRONT APPROACHES - SWING DOORS

18"MIN.

22" MIN.

PUSH SIDEX

PULL SIDE PUSH SIDE

PULL SIDE PUSH SIDE

1

B1.01

ACCESSIBILITY PLAN1/4" = 1'-0"

B1.01ACCESSIBILITY SHEET

PERMIT SUBMITTAL 01-16-13

EXPIRATION DATE: 03-31-2013

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STATE LICENSE NUMBER: 13233

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PROJECT LOCATION:

SHEET NUMBER / TITLE:

REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED

PROJECT INFORMATION:

CLIENT:

CONSULTANT:

SEAL:

MICHAEL J. WILKUS, ARCHITECT

J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991

SONIC CORP.300 JOHNNY BENCH DR

OKLAHOMA CITY, OK 73104OFFICES: 405-225-5000

R

2B1.01

30" WIDE

TYPICAL ATALLRESTROOMS

INDIVIDUAL USE CLEAR FLOOR SPACE

PROVIDE AND INSTALL HANDICAP RESTROOM SIGNAGE PER CODEAT EACH TOILET.

PROVIDE AND INSTALL GRAB BARS

48" D

EEP x 30

" WID

E

56" DEEP x 60" WIDE2

3

2

1

2

B1.01

ENLARGED RESTROOM PLAN1/2" = 1'-0"

1

2

3

DOOR SIGNAGE

RAISED CHARACTERS SHALL BE: - 1/32" MINIMUM ABOVE THEIR BACKGROUND- UPPERCASE- SANS SERIF- HEIGHT MEASURED VERTICALLY FROM THEBASELINE OF THE CHARACTER SHALL BE 5/8"MINIMUM AND 2" MAXIMUM BASED ON THEHEIGHT OF LETTER I.THEY SHALL NOT BE- ITALIC, OBLIQUE, SCRIPT, HIGHLYDECORATED, OR OTHER UNUSUALFORMS.THEY SHALL BE

THE CHARACTERS AND BACKGROUND SHALLHAVE A NON-GLARE FINISH. CHARACTERSSHALL CONTRAST WITH THEIR BACKGROUNDWITH EITHER LIGHT CHARACTERS ON A DARKBACKGROUND OE DARK CHARACTERS ON ALIGHT BACKGROUND

CHARACTERS AND BRAILLE SHALL NOT BELOCATED IN THE PICTOGRAM FIELD.

Braille Typ.

36" ACCESSIBLE PATH OF TRAVEL

1. THESE PLANS REFLECT INFORMATION CONTAINED WITHIN THE 2012 TEXASACCESSIBILITY STANDARDS FOR ACCESSIBLE DESIGN. COMPLIANCE WITH ALLASPECTS OF THIS LAW IS THE RESPONSIBILITY OF THE OWNER. MEETING LOCALCODE REQUIREMENTS DOES NOT ASSUME COMPLIANCE.2. ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THEINTERNATIONAL BUILDING CODE (2000 EDITION AND 2001 SUPPLEMENT) OR SECTION1007 OF THE INTERNATIONAL BUILDING CODE (2003 EDITION).3. SIGNS AT MEANS OF EGRESS DOORS SHALL BE IDENTIFIED BY TACTILE SIGNS.THESE SIGNS SHALL INCLUDE RAISED AND VISUAL CHARACTERS. MOUNTING HEIGHT:48" MINIMUM ABOVE THE FINISHED FLOOR OR GROUND SURFACE, MEASURED FROMTHE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVEFINISHED FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THEHIGHEST TACTILE CHARACTER. LOCATE SIGN ALONGSIDE THE DOOR AT THE LATCHSIDE.4. ENTRANCES SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OFACCESSIBILITY PER FIGURE 703.7.2.1. REFER TO ELEVATIONS BELOW.5. RESTROOM SIGNAGE TO INCLUDE RAISED CHARACTERS, VISUAL CHARACTERS ANDPICTOGRAM FIELD, REFER TO ELEVATIONS BELOW. MOUNTING HEIGHT: 48" MINIMUMABOVE THE FINISHED FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINEOF THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISHED FLOOR ORGROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILECHARACTER. LOCATE SIGN ALONGSIDE THE DOOR AT THE LATCH SIDE.

6. ALL OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOTREQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCEREQUIRED TO ACTIVATE THE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.7. IF EMERGENCY WARNING SYSTEMS REQUIRED (I.E. FIRE ALARM SYSTEMSREQUIRED BY THE BUILDING CODE AND/OR FIRE CODE) THEY SHALL BE INSTALLEDCOMPLYING WITH NFPA 72 (1999 OR 2002 EDITION).8. ACCESSIBLE ACCESS SHALL BE PROVIDED TO ALL AREAS WHERE EACH TYPE OFFUNCTIONAL ACTIVITY OCCURS.9. WHERE URINALS ARE PROVIDED THE RIM 17" MAXIMUM ABOVE THE FINISHEDFLOOR OR GROUND. URINALS SHALL BE 13-1/2" DEEP MINIMUM MEASURED FROM THEOUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. HAND OPERATEDFLUSH CONTROLS NEED TO COMPLY WITH NOTE #6.10. TOILET TISSUE DISPENSER SHALL BE MOUNTED WITHIN 7" MINIMUM AND 9"MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THEDISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15" MINIMUM AND 48"MAXIMUM ABOVE THE FINISHED FLOOR AND SHALL NOT BE LOCATED BEHIND GRABBARS. DISPENSERS SHALL NOT BE A TYPE THAT CONTROLS DELIVERY OR THAT DOESNOT ALLOW CONTINUOUS PAPER FLOW.

DOORWAY THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE ADJOININGFLOOR. CHANGES IN LEVEL HIGHER THEN 1/2" SHALL BE BEVELED WITH A SLOPENOT STEEPER THEN 1:2.

CLEAR WIDTH OF A DOORWAY IS 32" MINIMUM. THERE SHALL BE NO PROJECTIONSINTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34" ABOVE THE FINISHEDFLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34"AND 80" ABOVE THE FINISHED FLOOR OR GROUND SHALL NOT EXCEED 4". DOORCLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUMABOVE THE FINISHED FLOOR OR GROUND.

SWINGING DOOR AND GATE SURFACES WITHIN 10" OF FINISHED FLOOR OR GROUNDMEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDEEXTENDING THE FULL WIDTH OF THE DOOR OR GATE.

DOOR AND GATE HARDWARE: HANDLES, PULLS, LATCHES, LOCKS AND OTHEROPERABLE PARTS SHALL COMPLY WITH NOTE#6. OPERABLE PARTS OF SUCHHARDWARE SHALL BE 34" MINIMUM AND 48" MAXIMUM ABOVE THE FINISHED FLOOROR GROUND.

DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITIONOF 90°, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12° FROM THELATCH IS 5 SECONDS MINIMUM.

DOOR AND GATE OPENING FORCE OTHER THAN FIRE DOORS SHALL BE 5 POUNDSMAXIMUM FOR INTERIOR HINGED DOORS AND GATES. THESE FORCES DO NO APPLYTO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHERDEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION.

FIGURE 703.7.2.1

TYPICAL ACCESSIBLE WATER CLOSET - PLAN

DASHED LINES INDICATE CLEAR

TOILET PAPER

FLOOR SPACE

LAVATORY - PLAN

12" MIN.

12" M

AX

.

16-18"

36" MIN.

17" MIN. -25" MAX.

60" MIN.

42" M

IN.

LC

30" M

IN.

DISPENSER

-TYP.

24" MIN.

DASHED LINES INDICATE60" x 56" MINIMUM REQUIREDCLEARANCE AROUND THEWATER CLOSET. THISCLEARANCE SHALL BEPERMITTED TO OVERLAP THEWATER CLOSET, ASSOCIATEDGRAB BARS, DISPENSERS,SANITARY NAPKIN DISPOSALUNITS, COAT HOOKS,SHELVES, ACCESSIBLEROUTES, CLEAR FLOORSPACE AND CLEARANCESREQUIRED FOR OTHERFIXTURES AND THE TURNINGSPACE.

FLUSH CONTROLS SHALL BEHAND OPERATED ORAUTOMATIC. LOCATE ON THEOPEN SIDE OF THE WATERCLOSET.

56" M

IN.

48" MIN.

TYPICAL ACCESSORY MOUNTING HEIGHTS

MIRROR

SURFACE

40" M

AX

IMU

MW

HE

N A

BO

VE

LAV

ATO

RY

OR

CO

UN

TER

BOTTOM OF REFLECTIVE

GRAB BAR

1 1/2" - 2"1 1/2"

THE GRAB BAR WITH CIRCULAR CROSSSECTION SHALL HAVE AN OUTSIDEDIAMETER OF 1-1/4" MINIMUM AND 2"MAXIMUM. THE SPACE BETWEEN THEWALL AND THE GRAB BAR SHALL BE 1-1/2".THE SPACE BETWEEN THE GRAB BAR ANDPROJECTING OBJECTS BELOW AND AT THEENDS SHALL BE 1-1/2" MINIMUM. THESPACE BETWEEN THE GRAB BAR ANDPROJECTING OBJECTS ABOVE SHALL BE 12"MINIMUM.

MINIMUM STRUCTURAL STRENGTH OFGRAB BAR(S) WILL SUPPORT A 250 LB.POINT LOAD AND DO NOT ROTATE WITHINTHEIR FITTINGS

WATER CLOSET - ELEVATION

15" M

IN.

WATER SUPPLY AND DRAIN PIPESUNDER LAVATORIES AND SINKSSHALL BE INSULATED OROTHERWISE CONFIGURED TOPREVENT CONTACT

THERE ARE NO SHARP ORABRASIVE ELEMENTS UNDERLAVATORY

CONTROLS FOR FAUCETS SHALLCOMPLY WITH NOTE #6. HANDOPERATED METERING FAUCETSSHALL REMAIN OPEN FOR 10SECONDS MINIMUM

15"MIN.

9" MIN

.

34" M

AX

.

27" M

IN.

8"MIN.

SIDE FRONTLAVATORY - ELEVATIONS

34" M

AX

.

9" MIN

.

27" M

IN.

15" M

IN.

48" M

AX

.

17-1

9"

33"-

36"

12"MAX.

42"MIN.

54"MIN.

36"MIN.

33"-

36"

16"-18"

33"-

36"

12"MIN.

24"MIN.

CL

7-9"

17"MIN-25" MAX.

6" MAX.SIDE FRONT

OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACHUNOBSTRUCTED FORWARD REACH

UNOBSTRUCTED SIDE REACH

NORTHPLAN

NORTHTRUE

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R

U.S

. HIG

HW

AY

90

3'-2

"

8'-0

"

1

A1.01

ARCHITECTURAL SITE PLAN1"=10'-0"

A1.01ARCHITECTURAL SITE PLAN



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



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DRAWING LEGENDGENERAL NOTES

KEYED NOTES1 DASHED LINE INDICATES 36" CLEAR PATH OF

TRAVEL

- THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENTPROPERTIES

NORTH

1A1.03

2 TRASH ENCLOSURE - REFER TO SHEET A1.03

3 NOT USED

4 PREMANUFACTURED METAL DRIVE-THRU AWNINGPAINTED YELLOW WITH BLUE L.E.D. STRIP LIGHTS -SUPPLIED BY CANOPY VENDORPREMANUFACTURED SILVER ALUMINUM CANOPYFASCIA WITH YELLOW AND RED L.E.D. STALL STARS- SUPPLIED AND INSTALLED BY CANOPY VENDOR -REFER TO 6/A7.01 FOR AMOUNT

5

6

BOLLARD - REFER TO 5/A1.027

POLE MOUNTED FLOOD LIGHTS - VERIFY WITHE1.01 FOR LIGHT LOCATIONS AND INFORMATION.REFER TO STRUCTURAL FOR FOUNDATIONDETAIL

13

CONCRETE CURB & GUTTER - REFER TO CIVILDRAWINGS

14

TRAFFIC FLOW ARROWS (TYPICAL) REFER TO1/A1.02

8

4" PAINTED STRIPES (TYPICAL)9

CURB RAMP (TYPICAL) REFER TO CIVIL DRAWINGS10

ORDER BOARD AND DETECTOR LOOP - REFER TO 2& 6/A1.02

11

CAR STALL MENU / CANOPY POST (TYPICAL)REFER TO 5/A7.01

12

CONCRETE WALKS AND PATIO - REFER TO CIVILDRAWINGS

15

PATIO TABLES AND CHAIRS - OWNER SUPPLIED16

TRASH CANS ON 1'-8" X 1'-8" CONCRETE PAD17

EXISTING PYLON SIGN LOCATION18

EXISTING ENTER / EXIT SIGN LOCATIONS19

HANDICAPPED PARKING SIGN - REFER TO CIVILDRAWINGS

20

PREMANUFACTURED ,METAL STANDING SEEMPATIO CANOPY - SUPPLIED AND INSTALLEDCANOPY VENDOR

PATIO MENU / CANOPY POST - REFER TO 3/A7.0121

REFER TO CIVIL ENGINEERINGDOCUMENTS FOR ALL DIMENSIONING,SETBACKS AND BUILDING LOCATION

CAR HOP CROSSING SIGN - REFER TO 5/A1.0322

2A1.02

POST

2

A1.01

CURB CANOPY DETAIL1/4"=10'-0"

CURB OR WALK

MENU

LINE OFCANOPY ABOVE

SIDE WALK TRENCH DRAIN - REFER TO 6/A5.0223

2A1.01

PLAN

NORTHTRUE

1 1

2

4

5

5

5

6

7

7

8

8

8

9

9

9

9

9

1010

10

10

10

10

10

11

12

12

12

13

13

13

13

14

14

14

14

1515

16

17

17

18

19

19

2020

21

22 23

40.8

43"

30.8

75"

PE

R S

OIL

S R

EP

OR

T

84.125"

25.1

25"

30.8

75"

4'-0

" LO

NG

PIP

E 2'-0

"P

ER

SO

ILS

RE

PO

RT

7.25"

PER SOILSREPORT

PER SOILSREPORT

PER SOILSREPORT

PE

R S

OIL

SR

EP

OR

T3'

-8"

9"

6'-0" MINIMUM TO CURB

PE

R S

OIL

S R

EP

OR

T1'

-3"

4'-8

1/4

"

PER SOILSREPORT

2'-8 1/4"

2'-0

"

PER SOILSREPORT

1'-3

"

7 1/4"

PE

R S

OIL

SR

EP

OR

T4'

-0" L

ON

G P

IPE 2'

-0"

1'-5

"10

"

12'-9

"

8'-4"

1'-5

"

4'-6"

9'-6"

2'-8" 3'-0" 1'-3"

R4'-4"

8'-0

"

1'-9

"

3'-8

"3'

-1"

3'-4"

1'-7

"

6'-11"

1'-5"1'-3"3'-0"2'-8"

PE

R S

OIL

SR

EP

OR

T

3'-8

" MA

X O

RLO

CA

L C

OD

E

PERSOILS

REPORT

5'-0

"6"

PE

R S

OIL

SR

EP

OR

T2'

-0"

1'-6

"

5'-0" TYPICAL SECTIONSVERIFY ON SITE PLAN

PE

RS

OIL

SR

EP

OR

T

3'-6

"

11'-2 7/8"

8'-8

"

12"

63°

2

A1.02

MENU BOARD LAYOUT1/4" = 1'-0"

A1.02SITE DETAILS



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

GRADE GRADE

GRADE

SPEAKER PEDESTALSUPPLIED AND INSTALLED BYOWNER

PRE-FORMED BASE PLATEAND ANCHOR BOLTSSUPPLIED BY OWNER &INSTALLED BY GENERALCONTRACTOR

INSTRUCTIONS:1. POSITION PREFORMED LOOP APPROXIMATELY 1'-6" TO2'-0" FROM CURB CENTERED IN FRONT OF MENUBOARD ORSPEAKER POST

2. LOOP SHOULD BE INSTALLED 2" TO 3" BELOW THESURFACE OF THE PAVEMENT (5" MAX. DEPTH) DO NOT USEMETALLIC HARDWARE AS SUPPORT IF INSTALLED INASPHALT, COVER LOOP WITH A MIN. OF 1" SOIL OR SAND TOPROTECT FROM HOT ASPHALT

3. CONNECT LOOP TO 1/2" CONDUIT STUBBING UP INSPEAKER POST

4. WIRE MESH OR REINFORCEMENT IN CONCRETE SHOULDBE CUT AWAY FROM PERIMETER OF LOOP A MIN. OF 6"

5. ALL CONNECTIONS AND SPLICES TO LOOP WIRES MUSTBE SOLDERED.

6. SEE ELECTRICAL PLANS FOR CONDUIT AND WIRINGLAYOUT AND DETAILS.

NOTE: LOOP AND CABLE FURNISHED BY OWNER ANDINSTALLED BY GENERAL CONTRACTOR, FINAL HOOK UP BYP.O.S. VENDOR

TO BUILDING J-BOX

DETECTOR LOOP WIRE TOSPEAKER FROM PRE-FORMEDLOOP

MENU BOARD:MODEL # NGS2KD2020

SPEAKER PEDESTAL:MODEL # S2KD1050, MODEL #S2KD1025, MODEL # S2KD1060, ORMODEL # S2KD1070 - COORDINATEWITH POS VENDOR TO SELECTAPPROPRIATE MODEL

NOTE:ALL TRAFFIC FLOW ARROWS TO BE SOLIDYELLOW REFLECTIVE TRAFFIC PAINT ASPER DIMENSIONS ABOVE.

6

A1.02

DRIVE-THRU ACCESSORIES1/2" - 1'-0"

1

A1.02

EXAMPLE TRAFFIC FLOW ARROWS1/2" = 1'-0"

5

A1.02

BOLLARD SECTION1" = 1'-0"

EXTEND CONDUIT UP ABOVEPIPE

3/4" CONDUIT FROMELECTRICAL PANEL TO MENUBOARD FOR POWER

GRADE

CONCRETE FOOTING

PREVIEW BOARD, REFER TOSITE PLAN. SUPPLIED ANDINSTALLED BY OWNER

3-1/2" OUTSIDE DIAMETERSTEEL PIPE SUPPLIED BYOWNER & INSTALLED BYGENERAL CONTRACTOR

GRADE

4"x4"x4'-0" SQUARE TUBESUPPLIED WITH MENU BOARD

3

A1.02

PATIO RAILING SECTION3/4"=1'-0"

GRADEWATER PROOF J-BOX -DISCONNECT BY ELECTRICALCONTRACTOR

ILLUMINATED SIGN CABINET.FURNISHED & INSTALLED BYOTHERS.

2" DIA. X 4'-0" LONG DIRECTBURIAL COLUMN. FURNISHEDBY OTHERS INSTALLED BYGENERAL CONTRACTOR

CONCRETE FOOTINGINSTALLED BY GENERALCONTRACTOR

3/4" W.P. CONDUIT BYELECTRICAL CONTRACTOR

4

A1.02

ENTER / EXIT SIGN1/2" = 1'-0"

6" DIAMETER CONCRETEFILLED STEEL POST

CONCRETE FOOTING

CROWN CONCRETE TOP

1/2" EXPANSION JOINT

EXTENDCONDUIT UPABOVE PIPE

CONCRETE FOOTING

MENU BOARD REFER TO SITEPLAN. SUPPLIED ANDINSTALLED BY OWNER


DASHED LINES INDICATEOPTIONAL 18" POSEXTENSION, NOT LIT

MENU/PREVIEW BOARD BASECLADDING


GRADE

MANUFACTURER'SPREFORMED LOOP

PAVEMENT

1-1/2" OUTSIDE DIAMETERSTANDARD ROUND PIPE RAIL,PRIME AND PAINT TO MATCHCANOPY COLUMNS.(TYPICAL)

WELD AND GRIND SMOOTH(TYPICAL)

CENTER OF RAIL 10" FROMFACE OF CURBING OR CURBCUT

TYPICAL CENTER POSTCONDITION

MINIMUM 12" DEEPPENETRATION

TYPICAL END POST CONDITION

CONCRETE FOOTING



PREVIEW BOARD, REFER TOSITE PLAN. SUPPLIED ANDINSTALLED BY OWNER

PREVIEW BOARD BASECLADDING

PREVIEW BOARD

SPEAKER PEDESTAL

DRIVE-THRU MENU BOARDCONCRETE FOOTING

3-1/2" OUTSIDEDIAMETER STEELPIPE SUPPLIED BYOWNER & INSTALLEDBY GENERALCONTRACTOR

4"x4"x4'-0"SQUARE TUBESUPPLIED WITHMENU BOARD

MENU BOARDREFER TO SITEPLAN. SUPPLIEDAND INSTALLEDBY OWNER

3/4" CONDUIT FROMELECTRICAL PANELTO MENU BOARDFOR POWER

PREVIEW BOARD NOT AT ALL LOCATIONS - REFER TO CIVIL AND OWNER FOR VERIFICATION

MAGNETIC LOOP INDUCTIONSYSTEM (PREFORMED LOOPSUPPLIED BY OWNER ANDINSTALLED BY GENERALCONTRACTOR

CURB LINE

4" BOLLARD - REFER TO5/A1.02

MENU BOARD WITH 18"OPTIONAL POS EXTENSION -REFER TO 6/A1.02

ORDER SPEAKER - REFER TO6/A1.02

1'-6

"TY

PIC

AL

PE

R S

OIL

S R

EP

OR

T3'

-6"

6'-7"6'-7"

EQ.EQ.EQ.EQ.

26'-4"

4'-8

1/2

"4'

-8 1

/2"

9'-5

"

6"9'

-11"

6'-7" 6'-7"

EQ.EQ.EQ.EQ.

8'-0

"

2'-0

"

1'-4

"4"

4"

8"8"

1"

1 1/4"

2"

8'-0

"

8'-0

" 7'-0

"

5'-10" FIELD VERIFY WITH OPENING

6"

8"

PIPE BOLLARDS - REFER TO5/A1.02

3 1/2" x 3 1/2" STEEL FENCEPOSTS SET IN CONCRETEFOOTINGS

STEEL SLEEVES IN CONCRETETO RECEIVE CANE BOLT -REFER TO 5/A10.3

7

A1.03

TRASH ENCLOSURE ELEVATION1/4"=1'-0"

A1.03SITE DETAILS



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

2

A1.03

CAR HOP SIGNAGE1-1/2"=1'-0"

8

A1.03

GATE FRAME1/2" = 1'-0"

NOTES:1. ALL LETTERING,

GRAPHICS AND LINES TOBE DONE IN REFLECTIVEWHITE ON PANTONE RED485 BACKGROUNDUNLESS NOTEDOTHERWISE, TOUCH UPSCREW HEADS WITHPAINT TO MATCH.

2. ALL LETTERING TO BE 2"TALL FUTURACONDENSED EXTRA BOLDUNLESS NOTEDOTHERWISE.

3. REFER TO SITE PLAN FORLOCATION

4. SUPPLIED BY OWNER,INSTALLED BY GENERALCONTRACTOR

1

A1.03

TRASH ENCLOSURE1/4"=1'-0"

NOTE:PROVIDE 1-1/2" INSIDEDIAMETER x 2" DEEP STEEL.SLEEVE SET IN CONCRETE ASSHOWN IN "TRASHENCLOSURE PLAN" TORECEIVE BOLTS

1-1/2" WIDE x 8" DEEP SLOTCUT INTO PIPE

1" DIAMETER SOLID STEELROD CANE BOLT 2'-0" LONG

(4) 1-1/4" OUTSIDE DIAMETERPIPE WELDED TO GATE FRAME1'-4" LONG

SLO

PE

5

A1.03

CANE BOLT1-1/2" = 1'-0"

COPE AND LAP

CANE BOLT

2" x 2" x 3/16" ANGLES

WOOD STRINGERS

NOTE:GATES SHOULD BEPAINTED T.B.D.

GATES 1 1/2" METALDECK PAN

CANE BOLTS REFER TO5/A1.03

(3) GATE POSTSEMBEDDED IN CONCRETEFOOTING

1A1.03

B

GATE POST EMBEDDEDIN CONCRETE FOOTING

3

A1.03

GATE HINGE ELEVATION1-1/2 " = 1'-0"

4

A1.03

GATE HINGE PLAN1-1/2" = 1'-0"

2" x 4" x 1/8" PAINTEDSTEEL CHANNEL

CONCRETE FOOTING

6

A1.03

NOT USED

BEARING SIDE OF HINGE FIELDWELD TO COLUMN

PEN SIDE OF HINGE FIELDWELD TO GATE ANGLE

TS4x6x3/16 GALVANIZEDSTEEL COLUMN FILLED WITHCONCRETE

CARRIAGE BOLTS

2" x 2" x 3/16" ANGLE FRAME

4" x 6" x 3/16" TUBE STL.COLUMN FILLED WITHCONCRETE IN FOOTING -PAINT TO MATCH BUILDINGCOLOR2" x 2" x 3/16" ANGLE GATEFRAME

SECURE WITH CARRIAGEBOLTS

7" GATE HINGE (MODEL# BHLBY TRIPLE-S STEEL800-392-3655) WELDED TOCOLUMN AND GATE ANGLE

1-1/2" METAL DECK PAN -PAINT T.B.D.

7A1.03

METAL FRAME WITH METALPANELS

3 1/2" x 3 1/2" STEEL FENCEPOSTS SET IN CONCRETEFOOTINGS

1

A B C

2

3

26'-0"

4'-0"22'-0"

8'-11"8'-11"1'-8"

61'-5

"

11'-0

"50

'-5"

2'-3

1/2

"2'

-3 1

/2"

5 1/

8"

3'-4

"R

.O.

23'-2

3/8

"F.

O.S

.23

'-5 1

/2"

F.O

.S.

17'-2"

2'-2 1/2"1'-8"

8'-1

1"25

'-8"

23'-6

"

1'-1

0"F.

O.S

.6'

-3"

F.O

.S.

1'-1

0 1/

2"F.

O.S

.2'

-11"

F.O

.S.

5'-1

3/4

"F.

O.S

.1'

-10

7/8"

F.O

.S.

6'-3

"F.

O.S

.7'

-5 1

/4"

F.O

.S.

12'-1

0 1/

2"F.

O.S

.

4'-2"F.O.S.

1'-4"F.O.S.

5'-6"F.O.S.

6'-9

"12

'-8"

ME

TAL

STU

DS

6'-6"R.O.

6'-5

" R.O

.

3'-4

"R

.O.

7 1/

2"F.

O.S

.

3'-10"R.O.

1'-0"

1'-9 1/2"F.O.S.

4'-9 1/4"F.O.S.

9'-0 1/4"F.O.S.

5'-6"F.O.S.

1'-8"F.O.S.

5'-2"F.O.S.

1'-8 1/2"F.O.S.

2'-8"F.O.S.

3'-10 3/4"F.O.S.

1'-6

"9'

-8" H

OO

D1'

-6"

5'-6"F.O.S.

10"

2"

3'-0

"

2"

3'-1

0"

2"

3'-8"

2"

3'-8"

2"

7'-2

"

7'-10"

2"

3'-0

"

2"

3'-1

0"

7'-2

"

2"

1'-8"

2"2'-0"

2"

3'-0

"

2"

3'-1

0"

7'-2

"

2"

1'-8"

2"2'-0"

3'-4

"2'

-9"

6'-1

"

2'-5"

2"

2'-3"

2"2'-7"

2"

9"

2"

6'-1

" 7'-2

"

10"

1

A2.01

FLOOR PLAN1/4" = 1'-0"

1A6.02

D

CB

A

6A6.01

A

3A6.01

2A6.01

6A6.01

B

2A3.01

7A6.01 BEVERAGE

AREA101

3A

2A

1B

A2.01CONSTRUCTION PLAN

WALL TYPE NO.

WALL TYPESPLAN SECTION DESCRIPTION REMARKS

WALL#1

1A

1B 2"X6" WOOD STUDS @ 16" O.C.1/2" PLYWOOD-CEMENT BOARD FROM GROUND TO 12" A.F.F

DOOR TYPES & DOOR HARDWARE SCHEDULEHARDWARE REMARKSDOOR DIMENSIONS

HEIGHT WIDTH

FRAMEDOORDR. #

CLO

SE

R

PU

SH

BA

R

PU

LL P

LATE

THR

ES

HO

LD

SW

EE

P

DE

AD

BO

LT C

YLI

ND

ER

LEV

ER

HA

ND

LE

WE

ATH

ER

STR

IP

1-1/

2 P

AIR

HIN

GE

S

WA

LL B

UM

PE

R

DOOR TYPES & FRAME TYPES

101A 1 F1 7'-0" 3'-0"

GENERAL NOTES1.) ALL EXIT DOORS SHALL BE OPERABLE WITHOUTTHE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OREFFORT

2.) ALL THRESHOLDS SHALL NOT EXCEED 1/2" INHEIGHT & SHALL HAVE BEVELED SIDES (1:2 SLOPE)WHEN THE HEIGHT IS GREATER THAN 1/4"

3.) THE BOTTOM 10" OF ALL DOORS SHALL HAVESMOOTH, UNINTERRUPTED SURFACES

4.) REFER TO "BARRIER-FREE STANDARDS" ON B1.01FOR ADDITIONAL INFORMATION

DOORS FRAMES

ELE

VA

TIO

ND

ES

CR

IPTI

ON 1-3/4" ANODIZED ALUMINUM

DOOR WITH 1/4" TEMPEREDGLASS

NOT USED ANODIZED ALUMINUMFRAME

NOT USED

1 2 F1 F2

102

103

104

105A

1 F1 7'-0" 3'-0"

3

3

3

106 3 3'-6"

7'-0"

7'-0"

7'-0"

7'-0"

3'-0"

3'-0"

3'-0"F1

KIC

K P

LATE

COOKING102

WOMENS103

MENS104

STORAGE106

102

101A

105A

106

COOLER/FREEZER

OFFICE

PREP AREA

WINDOWS

DRIVE-THRU WINDOWQUIKSERV PW-2

2"X6" WOOD STUDS @ 16" O.C.1/2" TYPE 'X' GYPSUM BOARD MOISTURE RESISTANT(RESTROOM)-CEMENT BOARD FROM GROUND TO 12" A.F.F

1A

3C

3A

3A

3A

3A

1B

1B

3A

1B

1B

1B5A1B

1B

1B

1B

CL

CL

2A6.02

A

DB

C

5A6.01

B

5A6.01

A

9A6.01

8A6.01

4A6.01

A

4A6.01

B

2A6.01

1A6.01

A

1A6.01

B

AB

OV

E

1A3.01

3A3.01

4A3.01



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

WALL#2

2A 6" METAL STUDS @ 16" O.C.5/8" TYPE 'X' GYPSUM BOARD (HOOD)-CEMENT BOARD FROM GROUND TO 12" A.F.F

3A6.02

1C

1C


KEYED NOTES1

- DO NOT SCALE DRAWINGS. IF THERE ARE ANYDISCREPANCIES CONTACT THE ARCHITECT PRIOR TOCOMMENCING WORK.

- REFER TO B1.01 FOR ACCESSIBLE BARRIER STANDARDS

- EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUTUSE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT -PROVIDE READILY VISIBLE SIGN ADJACENT TO THEDOORWAY STATING "THIS DOOR TO REMAIN UNLOCKEDDURING BUSINESS HOURS".

- GENERAL CONTRACTOR TO PROVIDE ALL WALLBLOCKING AND BACKING. VERIFY LOCATION WITHOWNER.

3B 2"X4" WOOD STUDS @ 16" O.C.1/2" PLYWOOD- STUDS AND PLYWOOD TO 4'-0" A.F.F.-CEMENT BOARD FROM GROUND TO 12" A.F.F

A B C D

A

DC

B

A

DETAILS

10/A5.02

DO

OR

JA

MB

12/A5.02

DO

OR

TH

RE

SH

OLD

11/A5.02

DO

OR

HE

AD

10/A5.02 12/A5.02 11/A5.02

7/A5.02 7/A5.02 NA

9A5.01 7

A5.01

8A5.01

9A5.01

7A5.01

8A5.01

4A5.02

9A5.01

7A5.01

1-3/4" ANODIZED ALUMINUMDOOR WITH 1" MAPES-RINSULATED COMPOSITEPANEL - STANDARD .032KYNAR

3

F.O.S.

F.O

.S.

F.O

.S.

F.O.S. F.O.S.

F.O.S.

3A 2"X4" WOOD STUDS @ 16" O.C.1/2" PLYWOOD-CEMENT BOARD FROM GROUND TO 12" A.F.F

WALL#3

F.O.S.

2" F

ISH

EY

E

CO

NTI

NU

OU

S H

ING

E

PR

IVA

CY

LO

CK

2

RECESSED ELECTRICAL PANELS IN 2X6 WALL.REFER TO ELECTRICAL DRAWINGS

PROVIDE BACKING IN RESTROOM WALLS FOR WALLHUNG ACCESSORIES

2

1

1C 2"X6" WOOD STUDS @ 16" O.C.1/2" PLYWOOD- STUDS AND PLYWOOD TO 4'-0" A.F.F.-CEMENT BOARD FROM GROUND TO 12" A.F.F

PA

NIC

HA

RD

WA

RE

4A5.02

7A5.01

8A5.01

3A5.02

9A5.01

E

2A4.01

1A4.01

EE

1B

105B

103

104

HALLWAY105

F.O

.S.

F.O.S.

1B

1B

4A

1B

3A

3C

3A

1A

1B

3A

3C 2"X4" WOOD STUDS @ 16" O.C.1/2" TYPE 'X' GYPSUM BOARD MOISTURE RESISTANT(RESTROOM)-CEMENT BOARD FROM GROUND TO 12" A.F.F

3C

3C

1A

1A

4B

3A

1B

105B 3 7'-0" 3'-0"

7/A5.02 7/A5.02 NA

1

1

2

6A6.01

B

4A6.02

B

DA

C

F.O.S.

F.O

.S.

C L

C L

CL

CL

101B

101B 1 F1 7'-0" 3'-0" 10/A5.02 12/A5.02 11/A5.02

**DOOR SECURITY, SEE BELOW

ADAM RITE 8802 36"

ADAM RITE 8802 36" - PANIC HARDWARE SUPPLIED BY G.C.

**DOOR SECURITY, SEE BELOW

**DOOR SECURITY - PROVIDED BY OWNER- ADAMS RITE 8802ELD 36"- ROSSLARE CONTROLLER ACG-44- DOOR LOOP- RIM CYLINDER KEYED TO OTHER CYLINDERS- 12 VOLT POWER SUPPLY- 25 EA. KEY FOBS MODEL ATR271GJ- 25 EA. KEY COILS LUCKY LINE MODEL 41601*PANIC HARDWARE PROVIDED BY OWNER

DO

OR

BU

MP

ER

3 VERIFY HOOD WITH EQUIPMENT PLACEMENT

3

4 REMOVABLE CENTER MULLION - PROVIDED BY G.C.

4

4B

4A 2"X8" WOOD STUDS @ 16" O.C.1/2" PLYWOOD-CEMENT BOARD FROM GROUND TO 12" A.F.F

WALL#4

2"X8" WOOD STUDS @ 16" O.C.1/2" TYPE 'X' GYPSUM BOARD MOISTURE RESISTANT(RESTROOM)-CEMENT BOARD FROM GROUND TO 12" A.F.F

1B

-REFER TO SHEET A6.01 ANDA6.02 FOR WALL FINISHES

-REFER TO SHEET A4.01 FOREXTERIOR WALL CONSTRUCTION

5A 2"X6" WOOD STUDS @ 16" O.C.1/2" PLYWOOD2"X2" WOOD STUDS @ 16" O.C.1/2" PLYWOOD-CEMENT BOARD FROM GROUND TO 12" A.F.FWALL

#5









F1

F1

F1

F1

10/A5.02 12/A5.02 11/A5.02

10/A5.02 12/A5.02 11/A5.02

10/A5.02 12/A5.02 11/A5.02

3C

1B

4A5.01

SAFETY GLAZINGREQUIRED PER IBC 2406.4

NORTHPLAN

NORTHTRUE

1

A B C

2

3

3'-0

"

1'-6"

EQ. 4'-0" EQ.

EQ

.E

Q.

1'-4"

2'-8"

2'-0

"

2'-1

0"

2'-0

"

2'-6

"

2'-6"

1'-4"

1

A B C

2

3

8'-0"

5'-0

"5'

-1"

9'-5

"24

'-10"

6'-3

"

2'-0" 6'-3"

3'-0"

EQUAL

18'-0

"17

'-4"

9'-9"2'-0"

5'-1

"

2'-4" 7'-4" 5'-2"

1'-10"

EQUAL

4'-1

0"

1

A1.02

REFLECTIVE CEILING PLAN1/4" = 1'-0"

3

A2.02

ROOF CONSTRUCTIONN.T.S.

4

A2.02

ROOF PLAN1/4" = 1'-0"

C2

1

4


KEYED NOTES1

8

DO NOT SCALE THIS DRAWING - IF THERE ARE ANYDISCREPANCIES PLEASE CONTACT THE ARCHITECT -PRIOR TO COMMENCING WORK

REFER TO MECHANICAL DRAWINGS FOR ADDITIONALCEILING MOUNTED EQUIPMENT

VERIFY ALL ROOF-TOP UNIT SIZES AND LOCATIONS WITHMECHANICAL AND STRUCTURAL DRAWINGS

A2.02ROOF/CEILING PLAN



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

FINISH SCHEDULESYMBOL

NO

TU

SE

D

DESCRIPTION MANUFACTURER/COLOR

VINYL-FACED GYPSUM, LAY-INPANELS

FIBERGLASS REINFORCEDPANEL

MARLITE, WHITE P-100

C1

C2

FLEXIBLE SHEET FULLYADHERED ROOFING SYSTEM

PLYWOOD SHEATHING -REFER TO STRUCTURALSHEETS FOR SIZE

STRUCTURAL JOISTS - REFERTO STRUCTURAL SHEETS FORADDITIONAL INFORMATION

EXTERIOR SIDE

INTERIOR SIDE

POLYISOCYANURATEINSULATION

3A2.02

TYP.

BEVERAGEAREA

101

COOKING102

WOMENS103

MENS104

STORAGE106

OFFICE

PREP AREA

2A4.01

1A4.01

SUSP. CLG. SYS.@ 9'-2" A.F.F.



F.R.P. CLG.@ 9'-1" A.F.F.

F.R.P. CLG.@ 9'-1" A.F.F.

PREMANUFACTURED METAL DRIVE-THRU AWNINGPAINTED YELLOW WITH BLUE L.E.D. STRIP LIGHTS -SUPPLIED BY CANOPY VENDOR

PREMANUFACTURED SILVER ALUMINUM CANOPYFASCIA WITH YELLOW AND RED L.E.D. STALL STARS- SUPPLIED AND INSTALLED BY CANOPY VENDOR

2

3

LIGHTING KEY2X4 FLUORESCENT LAY-INFIXTURE

RECESSED FLUORESCENT CANLIGHT

EMERGENCY LIGHTING

SECURITY LIGHTING

1A4.01

CEILING GRID START POINT

17

3

4EXHAUST HOOD - REFER TO MECHANICALDRAWINGS FOR ADDITIONAL INFORMATION

1

17

5EXHAUST FAN - REFER TO MECHANICAL DRAWINGSFOR ADDITIONAL INFORMATION

6 ROOF TOP UNIT - REFER TO MECHANICALDRAWINGS FOR ADDITIONAL INFORMATION

7

COOLER/FREEZER CONDENSER - REFER TOMECHANICAL DRAWINGS FOR ADDITIONALINFORMATION

ICE MACHINE CONDENSER - REFER TOMECHANICAL DRAWINGS FOR ADDITIONALINFORMATION

5

7

9

MAKE-UP AIR UNIT - REFER TO MECHANICALDRAWINGS FOR ADDITIONAL INFORMATION

6

6

88

RESTROOM EXHAUST FAN VENT - REFER TOMECHANICAL DRAWINGS FOR ADDITIONALINFORMATION

10

OWNER SUPPLIED MUSIC SYSTEM11

10

11

PROVIDE CRICKET OF BUILT-UP RIGID INSULATIONAT ALL ROOF-TOP MOUNTED EQUIPMENTLOCATIONS - SLOPE 1/2" PER 12" TO ENSUREPOSITIVE DRAINAGE

12

12

14

12

12 12

C2

C1

C1

C1

SLO

PE

1/4"

PE

R F

OO

T

PREMANUFACTURED METAL ROOF DOME - COLORYELLOW WITH BLUE L.E.D. LIGHT STRIPLIGHTS -PROVIDED BY CANOPY VENDOR

13

13

2

A2.02

RESTROOM CEILING CONSTRUCTIONN.T.S.

2X6 STUDS @ 16" O.C.

1/2" PLYWOOD SHEATHING

F.R.P. APPLIED TO SHEATHING

REFER TO WALL TYPES FORCONSTRUCTION

REFER TO INTERIORELEVATIONS FOR FINISHES

2A2.02

TYP.

PATIO LIGHTING

F.R.P. CLG.@ 9'-1" A.F.F.

HALLWAY107 C2

2A4.01

12

12

9

9

INTERIOR ROOF DRAIN - REFER TO 2/A5.0214

OVERFLOW SCUPPER - REFER TO 17/A5.0215

ROOF LADDER - REFER TO 5/A5.0116

15 16

PRE-MANUFACTURED PATIO CANOPY SUPPLIED &INSTALLED BY CANOPY VENDOR

17

12

22

2

NORTHPLAN

NORTHTRUE

NORTHPLAN

NORTHTRUE

1

A B C

2

3

2'-0"TYP.

1

A2.03

FLOOR FINISH & DRAIN PLAN1/4"=1'-0"

2A4.01

100'-0"TYP.DRAWING LEGEND

GENERAL NOTES

KEYED NOTES1 TRENCH DRAIN - REFER TO S2.01 FOR DIMENSIONS

- DO NOT SCALE DRAWINGS. IF THERE ARE ANYDISCREPANCIES CONTACT THE ARCHITECT PRIOR TOCOMMENCING WORK.

A2.03FLOOR FINISH PLAN



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

FINISH SCHEDULESYMBOL

NO

TU

SE

D

DESCRIPTION MANUFACTURER/COLOR

XQUARRY TILE

SEALED CONCRETE DO NOT STAIN & TREAT WITHSCOFIELD REPELLO

XVINYL SHEET FLOORING

18" X 18" PORCELAIN TILE DAL-TILE CLIFF POINTEMOUNTAIN CP85. GROUT: CBP

WINTER GRAY #335

F1

F2

F3

F4

1A4.01

F2

F4

F2

F2

F2

SLOPE

2 FLOOR DRAIN - REFER TO S2.01 FOR DIMENSIONS

3 FLOOR SINK - REFER TO S2.01 FOR DIMENSIONS

4

1

1

1

1

3

2

3

2

3

2

5 1/2" X 2'-0" CONCRETE SLOPE AWAY FROM WALL-TYPICAL

6 PREMANUFACTURED MOP SINK - DO NOT SLOPEFLOOR IN THIS AREA

6

5

5

2

2" SLEEVE IN CONCRETE SLAB FOR PLUMBING STUBUP TO ISLAND

4

5

2

2

F4

F4

2

5

2

3

2

2

7 VERIFY WITH LOCAL CODE IF FLOOR SINK ISREQUIRED FOR PREP SINK

7

3

5

5

NORTHPLAN

NORTHTRUE

EQUAL

5'-1

1"TY

P.

EQUALEQUALEQUAL

8'-0

"

105A

A

EQ.EQ.

8'-1

0"

1'-7" 1'-7"8'

-3"

14'-2

"

106

FINISHED FLOOR100'-0"

TOP OF BLOCKING116'-4 1/2"

TOP OF TOWER BLOCKING120'-2"

BOTTOM OF WINDOW103'-8"

B

EQ.EQ.

12'-0

"

EQUALEQUAL

12'-0

"

FULL MENU ALL DAY



TOP OF TOWER BLOCKING120'-2"

BOTTOM OF WINDOW103'-8"

TOP OF WINDOW107'-0"

101A

A

FRESH EVERY TIME

101B

10'-6

"TO

BO

TTO

M O

F E

YE

BR

OW

CA

NO

PY

5'-1

1"TY

P.

EQUAL EQUAL

15'-0" 15'-0" 3'-5"

10'-6

"

15'-0"

18'-11" 2'-0"

2'-0"

14'-2

"

EQUALEQUALEQUAL

1'-4"

4'-0

"

102

D

CE E

2

A3.01

SIDE ELEVATION1/4" - 1'-0"

3

A3.01

FRONT ELEVATION1/4" - 1'-0"

1

A3.01

DRIVE-THRU SIDE ELEVATION1/4" - 1'-0"

4

A3.01

REAR ELEVATION1/4" - 1'-0"

1A4.01

2A4.01


KEYED NOTES1 DASHED LINES INDICATE ROOF MOUNTED

EQUIPMENT - BEYOND21

- DIMENSIONS OF REVEALS ARE TO CENTERLINE

- VERIFY GRADE PRIOR TO CONSTRUCTION

- DO NOT SCALE DRAWINGS

- CONTACT ARCHITECT FOR ANY DISCREPANCIES AREFOUND

- REFER TO CANOPY DRAWINGS FOR ADDITIONALPREMANUFACTURED CANOPY INFORMATION

A3.01EXTERIOR ELEVATIONS



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

PREMANUFACTURED METAL YELLOW ROOF DOMEWITH BLUE L.E.D. LIGHT STRIPLIGHTS - PROVIDEDBY CANOPY VENDOR

2 PREMANUFACTURED YELLOW METAL DRIVE-THRUAWNING WITH BLUE L.E.D. STRIP LIGHTS - SUPPLIEDBY CANOPY VENDOR

3 PREMANUFACTURED SILVER ALUMINUM CANOPYFASCIA WITH YELLOW AND RED L.E.D. STALL STARS- SUPPLIED AND INSTALLED BY CANOPY VENDOR

4 CO2 ACCESS PANEL 5'-4" A.F.F. TO CENTER

2A4.01

2A4.01

5 STOREFRONT DOORS AND WINDOW FRAMES -COLOR #1

6 PREFINISHED METAL - COLOR #2

LIGHT FIXTURE- REFER TO ELECTRICAL DRAWINGS- PROVIDE BACKING AS NECESSARY

7

8 DASHED LINE INDICATES ROOF LINE BEYOND

9

ADDITIONAL PAYS UNIT - REFER TO ELECTRICAL

10 STONE VENEER - COLOR #5

11

12 ADDRESS NUMBERS PER LOCAL FIRE DEPARTMENT/ AUTHORITY - PROVIDED AND INSTALLED BYGENERAL CONTRACTOR

13 ALUCOBOND GRAPHIC PANEL - MOUNTED 11'-4"A.F.F. TO CENTER - PROVIDED BY OWNER ANDINSTALLED BY GENERAL CONTRACTOR

14 ROUND LED DRIVE-THRU SIGN SUPPLIED BYOWNER. ELECTRICAL CONTRACTOR TO PROVIDEELECTRICAL CONNECTION.

15 LED SIGN OVER WINDOW, "FULL MENU ALL DAY"AND "FRESH EVERY TIME". SIGN SUPPLIED BYOWNER AND INSTALLED BY GENERALCONTRACTOR. UTILIZE SIGN OUTLET(S) ATINTERIOR. RUN LOW VOLTAGE WIRE THRU WALLTO SIGNS. (CENTER OVER WINDOW)

16 POSTER DISPLAY BOARD WITH BLUE DISKSUPPLIED BY OWNER. ELECTRICAL CONTRACTORTO PROVIDE ELECTRICAL.

17 GAS SERVICE - PAINT TO MATCH COLOR #5

18 GREASE EXTRACTION SYSTEM CONNECTION 5'-4"TO CENTER

19 ADA RESTROOM SIGNAGE - REFER TO B1.01 FORADDITIONAL INFORMATION

20 ELECTRICAL SERVICE - PAINT TO MATCH COLOR #5

COLOR SCHEDULE

ROOF LADDER - REFER TO 6/A5.0122

23

24

25

PATIO CANOPY - REFER TO SHEET A7.01,S4.01 ANDS5.01 FOR ADDITIONAL INFORMATION

1

AVAILABLE SIGN LOCATION AS DETERMINED BYOWNER PER LOCAL SIGN ORDINANCES. SIGNS BYSIGN COMPANY. GENERAL CONTRACTOR TOPROVIDE ELECTRICAL

5

8

4

8

1 1

1

33

3

5 5

5

5

6

8

6

6

6

6

8

BRICK - COLOR #4

10

9

9

10

9

9

9

9

9

12

13

14

15 15

16 16

17

18

19

20

2121

21 21

21

11

23

24

2525

25

25

25

25 25

25

5

6 6

16

6

2

5

OVERFLOW SCUPPER - REFER TO 17/A5.02

22

25

10

10

C L

CL CL CL CL

C L

C L

C L

C L

CL CL

CL CL

C L

C L

16

PAYS STATION - 48" A.F.F. TO CENTER26

COLOR #1WINDOW AND STOREFRONT DOOR FRAMESCOLOR: DARK BRONZE ANODIZEDMANUF: US ALUMINUM CORP.

COLOR #2PREFINISHED METAL SILL/CAP FLASHINGCOLOR: PAINT DOVETAIL GRAY SW7018

COLOR #3NOT USED

COLOR #4ACME BRICKCOLOR: SUMMER VINEYARDMORTAR: GRAY2 SOLIDER COURSES @ PARAPET1 SOLIDER COURSE ABOVE WINDOWS AND DOORS

COLOR #5STONEMANUF: COLORADO STONEMODEL: TO BE DETERMINEDCOLOR: TAN MIXMORTAR: GRAY

2

2525

7

2

A4.01

BUILDING SECTION3/8" = 1'-0"

1

A4.01

BUILDING SECTION3/8" = 1'-0"

-

A4.01BUILDING SECTIONS

1

A B C


WINDOW SILL103'-10"

CEILING HEIGHT109'-2"


JOIST BEARINGVARIES - REFER TO STRUCTURAL


WINDOW SILL103'-10"



2

3

A4.01

WALL CONSTRUCTION @ BRICK3" = 1'-0"

4

A4.01

WALL CONSTRUCTION @ STONE3" = 1'-0"



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REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



RFINISHED FLOOR100'-0"

DRIVE-THRU WINDOW SILL102'-9"


TOP OF BLOCKING120'-2"

JOIST BEARINGVARIES - REFER TO STRUCTURAL

WINDOW HEAD107'-2"

WINDOW HEAD107'-2"

FACE BRICK

PLYWOOD SHEATHINGUNLESS OTHERWISE NOTEDON STRUCTURAL DRAWINGS

2X6 WOOD STUDS @ 16" O.C.AND 6" BATT INSULATION

INTERIOR SHEATHING - REFERTO A2.01 FOR EXACTMATERIAL

INTERIOR FINISH - REFER TOA6.01 & A6.02 FOR EXACTFINISH

EX

TER

IOR

SID

E

INTE

RIO

R S

IDE

3A4.01

TYP.

3A2.02

TYP.

11A5.01

12A5.01

4A5.02

3A5.02

3A5.01

1A5.02 TYP.

7A5.01

8A5.01

9A5.01

1A5.02

TYP.

3A2.02

TYP.

1A5.01 TYP.

1A5.01 TYP.

1A5.01

TYP.

2A5.01

5

A4.01

SLAB CONSTRUCTION3" = 1'-0"

CONCRETE SLAB - REFER TOSTRUCTURAL

10 MIL POLY VAPOR BARRIER

GRANULAR FILL

REFER TO STRUCTURALSHEETS FOR ADDITIONALINFORMATION

5A4.01

TYP.

5A4.01

TYP.

WATERPROOF MEMBRANE

3

WINDOW HEAD107'-2"

1" AIR SPACE

3A4.01

TYP.

- STONE VENEER





INTE

RIO

R S

IDE

WATERPROOF MEMBRANE

EX

TER

IOR

SID

E

6

A4.01

WALL CONSTRUCTION @ FRONT3" = 1'-0"WALL STONE

-

STONE VENEER





INTE

RIO

R S

IDE

WATERPROOF MEMBRANE

EX

TER

IOR

SID

E

2X2 WOOD STUDS @ 16" O.C. &BATT INSULATION

4A4.01TYP.

4'-0

"1'

-0"

TYP

.

7"

8"7'

-0"

4'-9"

3"

1

A5.01

PARAPET TYPICAL3" = 1'-0"

4

A5.01

ENLARGED TOWER PLAN1" = 1'-0"

5

A5.01

WALL HUNG LADDERN.T.S.

7

A5.01

ALUMINUM WINDOW HEAD3" = 1'-0"

8

A5.01

ALUMINUM WINDOW SILL3" = 1'-0"

9

A5.01

ALUMINUM WINDOW JAMB3" = 1'-0"

10

A5.01

DRIVE-THRU EYEBROW CONNECTION3" = 1'-0"

12

A5.01

DRIVE-THRU EYEBROW1 1/2 " = 1'-0"

A5.01DETAILS

-

11

A5.01

ARCH TOWER1 1/2" = 1'-0"

6

A5.01

ARCH TOWER PARAPET6" = 1'-0"

2

A5.01

JOIST ROOF CONNECTION3" = 1'-0"

3

A5.01

DRIVE-THRU CURB1 1/2" = 1'-0"

2'-0"

1/2"



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REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

10A5.01

2X8 WOOD BLOCKING

CANOPY ATTACHMENT -PROVIDED BY CANOPYVENDOR

ARCH CANOPY PROVIDED BYCANOPY VENDOR

1/4" LAG SCREW @ 12" C/C -VERIFY WITH STRUCTURAL

TOWER DOME PROVIDED BYCANOPY VENDOR

#12 X 1 1/2" TYPE A SCREWS@ 12" O.C.

3'-0

"

R2'-0

"

1A5.01

SIM.

6"

2 1/2"

2 1/2"

BACKER ROD AND SEALANT

2 1/

2"

3"

2'-0"1/2"

TYPICAL

6A5.01

STONE VENEER


2X6 WOOD STUDSTONE VENEER


2X6 WOOD STUD

BOTTOM OF HEADER116'-1"

BUILT-UP HEADER - REFER TOSTRUCTURAL

1/2" PLYWOOD SHEATHINGDRIP EDGE

FULL HEIGHT MEMBRANEFLASHING

2X6 WOOD STUD

PRE-FINISHED METALCOPING - SLOPE 1" PERFOOT - TYP.

1" MIN

.LA

P

CONTINUOUS CLEAT1/2" PLYWOOD SHEATHINGBATT INSULATION

FACE BRICK


BATT INSULATION

WALL FLASHING

2X6 WOOD STUD

MEMBRANE AND ADHESIVEPER MANUFACTURER

JOIST PER STRUCTURALRAFTERS

(2) 2X8 WOOD BLOCKING

PRE-FINISHED METAL COPING- FLAT

2X6 WOOD STUD

CONTINUOUS CLEAT


SCREW IN SLOTTED OROVERSIZED HOLE WITHWASHER 24" O.C.

1"

F.R.P.

ALUMINUMCOVEDBASE

STONE VENEER


FOUNDATION - REFER TOSTRUCTURAL

DRIVE-THRU CURB - REFERTO STRUCTURAL

CONCRETE WALL PANEL

AIR SPACE






HEADER - REFER TOSTRUCTURAL

FLASHING

FACE BRICK

CONCRETE WALL PANEL

2X6 WOOD BLOCKING



1"

DC

EQUAL EQUAL

6" BATT INSULATION

2A5.01

SILL BELOW

6" BATT INSULATION

WALL FINISHES - REFER TOA6.0 & A6.1

6" BATT INSULATION


1/4" LAG SCREW @ 12" C/C -VERIFY WITH STRUCTURAL

WOOD BLOCKING AS NEEDED- VERIFY WITH STRUCTURAL

FLASHING

PROVIDE 1/2" PER FOOTSLOPE AT WALL CURB -REFER TO 1/A2.03


6" BATT INSULATION


ALUMINUM WINDOW UNITREFER TO SCHEDULE

WALL FINISH - REFER TO A6.0& A6.1


FLAT PARAPET




SEAL CANOPY TO NICHIHAPER MANUFACTURER

6A5.01

SIM.

FACE BRICK

20 GA. G.I. CAP, HEM EDGESAND SILICONE SEAL PAINT TOMATCH BUILDING

PROVIDE HINGES, & PAD LOCKHASP TO BE WELDED TOFRAME & DOOR, AS SELECTEDBY OWNER

3/8" BENT PLATES WELDED TOSTRINGER 5" x 1/2" LAG BOLTTO STUD @ 6'-0" O.C.

ATTACH BENT PLATES TOSTUD FRAMING AND SEALJOINTS

9" RADIUS

3/8" x 3" FLAT STEEL BARSTRINGER, 18" APART

3/4" SQUARE STEEL RUNG,TYP. TREAD GRIP LADDERRUNGS TO BE 2-1/4" WIDE AT1'-0" O.C. AND VERTICALLYPLACED

PROVIDE 18"X7'-0" SECURITYDOOR OF 1/4" STEEL PLATEOR EXPANDED METAL (MESH)ON STEEL ANGLE FRAME ASSELECTED BY OWNER

3/8" BENT PLATES WELDED TOSTRINGERATTACH LAG BOLT1/2" X 5" TO WOOD STUD.(TYPICAL OF ALLCONNECTIONS)

NOTE:LADDER (COMPLIES WITH ALLCODES AND O.S.H.A.STANDARDS)

1. ALL STEEL TO BE PAINTED2. PROVIDE NON-SLIP FINISHON ALL WALKING SURFACES3. FIELD VERIFY ALLMEASUREMENTS

ROOF ELEV

1" AIR SPACE

1" AIR SPACE

FACE BRICK

2X6 TREATED SILL PLATE

BATT INSULATION

WATER RESISTANT BARRIER

PLATE AND FASTENER

MORTAR

1" AIR SPACE

FACE BRICK - SOLIDERCOURSE

MORTAR

1" AIR SPACE

SCREW IN SLOTTED OROVERSIZED HOLE WITHWASHER 24" O.C.

WOOD BLOCKING

SLOPE

1"

1/2" SHEATHING

2X6 WOOD STUD

1/2" SHEATHING2" WOOD FURRING

1/2" SHEATHINGSTONE VENEER

FACE BRICK

BATT INSULATION

8" M

IN.

TOP

OF

CU

RB

TO

TO

P O

F R

OO

F

1'-2

"40

" MIN

.

8" M

IN.

2 1/2"

1/2"

2"

2"

2"

2"

2 1/2"

2 1/2"

6"

1/8"

6"

3"

1

A5.02

TYPICAL WALL BASE1 1/2" = 1'-0"

5

A5.02

H.M. DOOR HEAD/JAMB (EXT.)3" = 1'-0"

10

A5.02

ALUMINUM DOOR HEAD3" = 1'-0"

11

A5.02

ALUMINUM DOOR THRESHOLD3" = 1'-0"

12

A5.02

ALUMINUM DOOR JAMB3" = 1'-0"

A5.02DETAILS

2

A5.02

ROOF DRAINN.T.S.



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

3

A5.02

DRIVE-THRU WINDOW SILL3" = 1'-0"

4

A5.02

DRIVE-THRU WINDOW HEAD1 1/2" = 1'-0"

7

A5.02

ALUMINUM DOOR JAMB (INT.)3" = 1'-0"

13

A5.02

R.T.U. CURB3" = 1'-0"

18

A5.02

ROOF PIPE PENETRATION1 1/2" = 1'-0"

19

A5.02

SUPPLY FAN CURBN.T.S.

20

A5.02

ROOF CAP FLASHING DETAILN.T.S.

14

A5.02

EXHAUST FAN CURB1 1/2" = 1'-0"

15

A5.02

CONDENSER CURB1 1/2" = 1'-0"

8

A5.02

NOT USED

17

A5.02

OVERFLOW SCUPPER1-1/2" = 1'-0"

NOTE:RTU SHALL BE LEVELWITHIN 1/8" OVERLENGTH OF EQUIPMENT

HVAC UNITUNIT COUNTERFLASHING WITHNEOPRENE PERIMETERGASKET

1" HEAD NAILS AT 6" O.C.

KNOCK-DOWN FLAT METALCURB

5/8"PLYWOOD SECURED TOCURBCURB FLASHINGTAPERED SLEEPER TO LEVELTO CURB

ROOFING MATERIAL OVERRIGID INSULATION

6

A5.02

SIDEWALK TRENCH DRAIN1" = 1'-0"


TOP OF DRIVE-THRU SILL102'-9"

TOP OF DRIVE-THRU HEAD105'-4"

TOP OF DOOR HEAD107'-0"

9

A5.02

CORNER GUARD3" = 1'-0"

ROOF EQUIPMENT ASSPECIFIED

ROOFING SYSTEM WALK WAYPAD OR MEMBRANE BENEATH4 x 4 RUNNER, ADHERE TOROOFING

FASTEN UNIT TO 4 x 4 RUNNER

WOOD BLOCKING IF REQUIRED

16

A5.02

CEMENT BOARD DETAIL3"=1'-0"

TOP OF DOOR HEAD107'-0"



FOUNDATION - REFER TOSTRUCTURAL

HEADER ASSEMBLY - REFERTO STRUCTURAL

FLASHING


FACE BRICK - SOLIDER COURSE


AIR INFILTRATION BARRIER

PAINTED HOLLOW METALDOOR AND FRAME - REFER TOPLAN FOR SWING

CORNER GUARD - VERIFYMATERIAL WITH OWNER

F.R.P. PANEL ON INTERIORSHEATHING

SILICONE CAULK AT EDGES

CORNER GUARD

CORNER GUARD - VERIFYMATERIAL WITH OWNER

WOOD BLOCKING ASREQUIRED

F.R.P. PANEL ON INTERIORSHEATHING ANCHOR BOLT - REFER TO

STRUCTURAL

PROVIDE 1/2" PER FOOTSLOPE AT WALL CURB -REFER TO 1/A2.03

BUILDING PAPER

(2) 2X6 WOOD BLOCKING1/2" PLYWOOD SHEATHING

6" BATT INSULATION

WALL FINISHES - REFER TOA6.01

FLASHING


BACKER ROD AND SEALANTBOTH SIDES

WOOD BLOCKING REFER TOSTRUCTURAL



ALUMINUM DOOR ANDFRAMING - REFER TO A2.01

6" BATT INSULATION


CAULK

STAINLESS STEEL BANDINSTALL 1/4" MINIMUM FROMTOP OF STACK FLASHING

PREFABRICATED STACKFLASHING

HEADER - REFER TOSTRUCTURAL

FLASHING


FACE BRICK - SOLIDERCOURSE

6" BATT INSULATION


ALUMINUM DOOR REFER TOSCHEDULE

WALL FINISH - REFER TO A6.0& A6.1

SILICONE CAULK AT JOINT

WOOD STUDS REFER TO A2.01

SILICONE CAULK AT JOINT

SHEATHING AND WALLFINISHES REFER TO A6.0 ANDA6.1

1/2" EXPANSION JOINT

ALUMINUM DOOR REFER TOSCHEDULE

ALUMINUM THRESHOLD

TEMPERED GLASS

GALVANIZED NAILS 6" O.C.

PREFABRICATEDCUSTOM CURB FLASHING

EXHAUST FAN

PERIMETER FASTENINGOF THE DECK MEMBRANEWILL BE SAME PATTERNAS FIELD MEMBRANE -MAX. 18" O.C. AND NOLESS THAN ONEFASTENER PER SIDE

NOTE: IF THE MECHANICAL UNITS ARE OFA SIZE THAT THEY WILL CRUSH THEINSULATION, THEN THE INSULATIONBELOW THE SLEEPER MUST BE REPLACEDBY WOOD BLOCKING

DRIVE-THRU WINDOW -INSTALL PER MANUFACTURER

SLOPE

.050 PREFINISHED ALUMINUMCOPING CAP (NO FASTENERSON HORIZONTAL SURFACE)

CUT & OVERLAP VERT. EDGES

FOLD METAL BACK APPROX. 1"EACH SIDE TO FORM DAM

NOTE: DAM JOINTS @ 10'-0"O.C.

WALL STUD

PAINT TOP & SIDES PERSPECS

12" MIN.

GASKET OR SEALANT ASSPECIFIED

SHIM CURB AS REQ'D. TOMAINTAIN LEVEL

DUCTWORK AS SPEC.

SUPPLY FAN NO.1 BY OWNER

CURB BASE

ROOFING AS SPEC. TUCK UPUNDER CURB

REFER TO MECHANICAL DRAWINGSFOR OPENING DIMENSION

GYPSUM BOARD - 12" A.F.F.

2X TOP PLATE

HEAT WELD ROOFINGMEMBRANE TO THRU-WALLSCUPPER

METAL FLASHING AND CAULK

ROOF OPENING BEYOND

PREFINISHED METALSCUPPER - COLOR #2

METAL ROOF LADDER

ALUMINUM COVED BASE

FACE BRICK

ROOF DRAIN (WADE ORJOSAM)STRAINER

ROOFING AS SPEC. TUCKUNDER DRAIN RING

SLOPE CRICKET TO DRAIN @1/4" PER FT.

REFER TO PLUMBINGDRAWINGS FOR ROUTING

DURO-LAST APPROVEDSEALANT - CAULK (1/2 TUBEMINIMUM), SB-240, ORSTRIP-MASTIC

CLAMPING RING/GRAVELGUARD

NOTE: DURO-LAST MEMBRANE MUST EXTEND BEYOND THE INSIDE OF THECLAMPING RING. BE SURE THE OPENING WHERE WATER PASSES THROUGH THEMEMBRANE IS NOT SMALLER THAN THE OPENING OF THE DRAIN.

1"

F.R.P.

ALUMINUM COVEDBASE1/

4"


1/2" CEMENT BOARD

6" BATT INSULATION

WALL BASE - REFER TO A6.01& A6.02


ANCHOR BOLT - REFER TOSTRUCTURALFOUNDATION - REFER TOSTRUCTURAL

T.O. CEMENT BOARD101'-0"

FACE BRICK

FLASHING

NOTE:CEMENT BOARD TO EXTEND24" A.F.F. @ MOP SINK

STONE VENEER

1" AIR SPACE

AIR SPACE

AIR SPACE

AIR SPACE6" BATT INSULATION

SHEATHING AND WALLFINISHES REFER TO A6.0 ANDA6.1

REFER TO 16/A5.02 FORSHEATHING

CURB

LINE OF EXTERIOR WALL

RAIN LEADER

RAIN LEADER

TRENCH

METAL GRATERAIN LEADER

STOP SIDEWALK SLAB FORTRENCH

9'-2

"

1'-6" 1'-6"

9'-2

"

9'-2

"

4'-0

"

4'-0

"

9'-2

"

9'-2

"

9'-2

"

9'-2

"

9'-2

"

9'-2

"

1

A6.01

KITCHEN/OFFICE ELEVATION1/4"=1'-0"

2

A6.01

KITCHEN ELEVATION1/4"=1'-0"

3

A6.01

COOLER/FREEZER ELEVATION1/4"=1'-0"

5

A6.01

PREP/STORAGE ELEVATIONS1/4"=1'-0"

6

A6.01

COOKING/STORAGE ELEVATION1/4"=1'-0"

7

A6.01

BEVERAGE AREA1/4"=1'-0"

8

A6.01

KITCHEN ELEVATION1/4"=1'-0"

9

A6.01

STORAGE ELEVATION1/4"=1'-0"

101A

W1

A6.01INTERIOR ELEVATIONS

A BA BA B

A B



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

A

W1 W1 W1 W1 W1 W1

W1 W1 W1 W1 W1

A

C

D

4

A6.01

KITCHEN/OFFICE ELEVATION1/4"=1'-0"

105B

106

B

W1W1

W1

W1

W3

102

WALL FINISH SCHEDULESYMBOL

NO

TU

SE

D

DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS

FIBERGLASS REINFORCED PANEL MARLITE P-100 "WHITE"

PAINT SHERWIN WILLIAMS, INC. EGG-SHELL, B220W201

STAINLESS STEEL PANEL (NSF)

18" X 18" PORCELAIN TILE DAL-TILE - CLIFF POINTE ROCK CP84 GROUT: LACRIETE NATURAL GRAY #24


18" X 18" PORCELAIN TILE DAL-TILE - CLIFF POINTE BEACH CP80 GROUT: LACRIETE NATURAL GRAY #24


X 6" COVED QUARRY TILE DAL-TILE ASHEN GRAY 0T03 GROUT: MAPEI CHARCOAL 47

STAINLESS STEEL COVE DIAMOND LIFE MX6 412.793.3511 X103

X 6" VINYL COVE PROTECT-ALL LIGHT GRAY NO VINYL FLOORING

X VINYL SHEET FLOORING PROTECT-ALL LIGHT GRAY, MATTE FINISH EXTEND 6" UP WALL, TERMINATE WITHALUM. COVE BASE CAP

6" X 12" COVED PORCELAIN BASE DAL-TILE, CLIFF POINTE ROCK CP84 GROUT: LACRIETE NATURAL GRAY #24

W1

W2

W3

W4

W5

W6

W7

B1

B2

B3

B4

B5


KEYED NOTES1 CORNER GUARD - REFER TO 9/A5.02


- REFER TO SHEET B1.01 FOR ACCESSIBLE EQUIPMENTDIMENSIONS AND LOCATIONS

2 DASHED LINE INDICATES EXHAUST HOOD - REFERTO MECHANICAL DRAWINGS FOR EXACT LOCATION

3 24 GA. STAINLESS STEEL WALL PANEL TO EXTENDFROM TOP OF BASE TO 6" ABOVE CEILING (BYGENERAL CONTRACTOR)

4 GRAB BAR - REFER TO B1.01

5 SANITARY NAPKIN DISPOSAL UNIT (WOMENS ONLY)

6 TOILET TISSUE DISPENSER - REFER TO B1.01

7 MIRROR - REFER TO B1.01

8 LAVATORY - REFER TO SHEET B1.01

9 WATER CLOSET - REFER TO SHEET B1.01

10 PAPER TOWEL DISPENSER - REFER TO B1.01

11 HAND DRYER - REFER TO SHEET B1.01

12 DASHED LINE INDICATES EXTENTS OFCOOLER/FREEZER

NATIONAL ACCOUNT PRICINGFRED DAVIS 469-964-3246

W1

11

11

1

1

1 1

11

1

1

1

1

11

3

2

B2

B2 B2 B2 B2B2 B2

B2B2B2B2B2B2

B2 B2 B2B2

B2

1

EE

12

W1 W112

101B

W2

9'-1

"

9'-1

"

9'-2

"

9'-1

"

9'-1

"

B5

W7

W7

W7

W7

W7

W8

W10

B5

W9

W10

W8

W9

W9

W9

W9

1

A6.02

MEN'S RESTROOM ELEVATIONS1/4"=1'-0"

3

A6.02

STORAGE ELEVATION1/4"=1'-0"

2

A6.02

WOMEN'S RESTROOM ELEVATIONS1/4"=1'-0"

104

A6.02INTERIOR ELEVATIONS

A B C D

A B C D



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REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

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FAX: 405-225-5991



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103

B5 B5 B5 B5

W1

WALL FINISH SCHEDULESYMBOL

NO

TU

SE

D

DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS

FIBERGLASS REINFORCED PANEL MARLITE P-100 "WHITE"

PAINT SHERWIN WILLIAMS, INC. EGG-SHELL, B220W201

STAINLESS STEEL PANEL (NSF)





X 6" COVED QUARRY TILE DAL-TILE ASHEN GRAY 0T03 GROUT: MAPEI CHARCOAL 47

STAINLESS STEEL COVE DIAMOND LIFE MX6 412.793.3511 X103

X 6" VINYL COVE PROTECT-ALL LIGHT GRAY NO VINYL FLOORING

X VINYL SHEET FLOORING PROTECT-ALL LIGHT GRAY, MATTE FINISH EXTEND 6" UP WALL, TERMINATE WITHALUM. COVE BASE CAP

6" X 12" COVED PORCELAIN BASE DAL-TILE, CLIFF POINTE ROCK CP84 GROUT: LACRIETE NATURAL GRAY #24

W1

W2

W3

W4

W5

W6

W7

B1

B2

B3

B4

B5


KEYED NOTES1 CORNER GUARD - REFER TO 9/A5.02


- REFER TO SHEET B1.01 FOR ACCESSIBLE EQUIPMENTDIMENSIONS AND LOCATIONS

2 DASHED LINE INDICATES EXHAUST HOOD - REFERTO MECHANICAL DRAWINGS FOR EXACT LOCATION

3 24 GA. STAINLESS STEEL WALL PANEL TO EXTENDFROM TOP OF BASE TO 6" ABOVE CEILING (BYGENERAL CONTRACTOR)

4 GRAB BAR - REFER TO B1.01

5 SANITARY NAPKIN DISPOSAL UNIT (WOMENS ONLY)

6 TOILET TISSUE DISPENSER - REFER TO B1.01

7 MIRROR - REFER TO B1.01

8 LAVATORY - REFER TO SHEET B1.01

9 WATER CLOSET - REFER TO SHEET B1.01

10 PAPER TOWEL DISPENSER - REFER TO B1.01

11 HAND DRYER - REFER TO SHEET B1.01

12 DASHED LINE INDICATES EXTENTS OFCOOLER/FREEZER

NATIONAL ACCOUNT PRICINGFRED DAVIS 469-964-3246

1

969

5

8

9696 B5 B5 B5 B5

B2

8

4

A6.02

HALLWAY ELEVATIONS1/4"=1'-0"

A B C D

104103105A 105B

7

11 44

411

7

4

B5B5B5B5

6

A6.02

SINK WALL FINISH ELEVATIONS3/8"=1'-0"

5

A6.02

RESTROOM FINISH ELEVATIONS3/8"=1'-0"

REFER TO 5/A6.02 FOR TILE PATTERN ON ALL WALLS

REFER TO 6/A6.02 FORTILE PATTERN








2" CLEAR

EQ

UA

L14

'-0"

TYP

ICA

LE

QU

AL

EQ

UA

L14

'-0"

TYP

ICA

LE

QU

AL

EQ

UA

L14

'-0"

TYP

ICA

LE

QU

AL


KEYED NOTES1 PROVIDE 'GREEN' LED OUTLINE OF FRONT EDGE OF

ARCHED PATIO CANOPY. PROVIDE ASSOCIATEDELECTRICAL.

LANDSCAPE BOULDERS7

- CANOPY VENDOR TO SUPPLY TOUCH-UP PAINT FORCANOPY STRUCTURE, TOWER, FASCIA & FABRIC PANELSTO GENERAL CONTRACTOR. CANOPY INSTALLED TOALSO PAINT ALL FASTENERS, BOLTS, & NOTES COLOR TOMATCH ADJACENT PAINT.

A7.01ARCHITECTURAL CANOPY



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CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

1

A7.01

PATIO CANOPY CONNECTION DETAIL1-1/2"=1'-0"

BUILDING WALL

TEDLAR MEMBRANE ROOFMATERIAL

FABRIC PANEL FRAME

RAISE 3" ABOVE FABRICPANEL ON WALL

2 PATIO MENUBOARD AND MOUNTING BRACKET -REFER TO 1, 2 & 3/A7.02

3 FLEXIBLE FABRIC FLASHING INSTALLED BETWEENCANOPY AND BUILDING - REFER TO 1/A7.01

4 ARCHED PATIO FABRIC & STEEL STRUCTURESUPPLIED BY OWNER & INSTALLED BY GENERALCONTRACTOR. PAINT ALL CANOPY STEELSTRUCTURE SHERWIN-WILLIIAMS, 'EVERGREENS'SW#6447, INDUSTRIAL, ENAMEL-B54-T104 (GREEN).

5 PREFINISHED & PAINTED PATIO CANOPY PANELFRAMES SHERWIN-WILLIAMS, 'PURE WHITE'SW#7005, INDUSTRIRAL ENAMEL-B54-W101 (WHITE)

6 STANDING SEAM PATIO CANOPY ROOF - MCBISIGNATURE 300 SILVER METALLIC

1

2

7

2

2

7

1

6

3

6

5

4

1

7

2

2

7

1

6

3

6

5

4

5

A7.01

ELEVATIONS @ PATIO CANOPY1/4"=1'-0"

STANDARD

ALTERNATE

3

A7.01

CAR STALL CANOPY GUTTER DETAIL 3/4"=1'-0"

2

A7.01

CAR STALL CANOPY FASCIA DETAIL 1-1/2"=1'-0"

"STALL STAR" W/ LED LITACRYLIC ELEMENTS -"YELLOW" @ LEFT & "RED" @RIGHT

REVEAL - EACH SIDE

FASCIA GUTTER

#10-16 X 7/8 TEK SCREW(WHITE) (2) EA SIDE

3" X 4" INVERTED OUTLETINSTALLED FROM BOTTOM OFGUTTER

4" X 6" SCUPPER

CUT 3" DIA. HOLE @ SCUPPERLOCATION

TEK SCREW (WHITE)

4" X 6" SCUPPER

CONTINUOUS BACKERPREFINISHED WHITE

"STALL STAR" W/ LED LITACRYLIC ELEMENTS -"YELLOW" @ LEFT & "RED" @RIGHT

BULLNOSE CANOPY FASCIA -MANUFACTURER :NICHOLSALUMINUMCOLOR:SILVER METALLIC DEV5010 POLYESTER



VERIFY TO CANOPYDRAWINGS FOR LOCATIONS

EXTERIOR BUILDING FINISHWHERE OCCURS

WALL/DECK PAN CHANNEL.RUN BEAD OF SEALANTAND/OR FOAM INSERT INCHANNEL BEFORE ATTACHINGDECK PANS WITH POP RIVETS@ 12" O.C.

METAL DECKREFER TO STRUCTURAL

EXTENDER FLASHINGINSTALLED AFTER CANOPYINSTALLATION UP UNDERREGLET FLASHING @ WALL

PROVIDE METAL REGLETFLASHING UP UNDER WALLFINISH OR INTO CONTROLJOINT & DOWN OVEREXTENDER FLASHING

4

A7.01

CAR STALL CANOPY FLASHING1-1/2"=1'-0"

6

A7.01

STALL STAR PLAN1/16"=1'-0"

6 5/8"

39 3

/8"

52 1

/2"

13 1

/2"

38 1

/8" T

O B

OTT

OM

OF

ME

NU

BO

AR

D

52 1

/2"

13 1

/2"

1'-1

0 1/

2"

7 1/

2"1'

-1 3

/4"

5 1/8"

2 1/8"

2 1/

8"

2 1/8"

4 1/8"

2 3/

8"1'

-1 5

/8"

4'-4

3/8

"1'

-1 5

/8"

4'-2

" TO

BO

TTO

M O

F B

RA

CK

ET

46 3

/4" M

AX

.TO

CE

NTE

R O

F C

ALL

BU

TTO

N(4

8" M

AX

. TO

HIG

HE

ST

CO

NTR

OL

DE

VIC

E/B

UTT

ON

)

41" T

O B

OTT

OM

OF

BR

AC

KE

T

39" M

AX

.TO

CE

NTE

R O

F C

ALL

BU

TTO

N

℄

℄43

3/8

"13

5/8

"

1'-1

0 1/

2"

6 5/8"

2 1/8"1'-0

"

2 1/

8"

2 1/8"

4 1/8"

5 1/8"

1'-1

3/4

"7

7/16

"

2 3/

8"1'

-1 5

/8"

PATIO SLAB

MENU BRACKET SUPPLIED BYOWNER INSTALLED BYGENERAL CONTRACTOR

1" DIAMETER HOLE INCOLUMN FORSPEAKER CONDUIT

CANOPY COLUMNREFER TO STRUCTURAL

FLEX CONDUIT INSIDECOLUMN FROM OVERHEADCONDUIT BY ELECTRICALCONTRACTOR REFER E1.01

SECOND MENU BOARD WHEREOCCURS MOUNTED TOOPPOSITE (BACK SIDE) OFCOLUMN. POWER ANDSPEAKER WIRING TO BE RUMAROUND SIDE OF COLUMNUNDER POP ASSEMBLY

FRO

NT

SID

E O

F C

OLU

MN

A7.02ARCHITECTURAL CANOPY



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PROJECT LOCATION:


REVISION: DATE:

CHECKED BY:

ISSUE:

DRAWN BY:

PROJECT NO.:

DATE:

DATE SEALED


CLIENT:

CONSULTANT:

SEAL:


J.A.K.

M.J.W.

SON7256-12

R

R

FAX: 405-225-5991



R

3

A7.02

MENU BOARD CONNECTION DETAIL1-1/2"=1'-0"

WELD

14GA STEEL PLATE WELDEDTO COLUMN AND TO MENUBRACKET AT 90 DEGREEANGLE FOR PATIO MENU ASSHOWN ON SITE PLAN ANDCANOPY PLANS, PAINT TUBESGREEN


1" HOLE IN COLUMN FORCONDUIT

CANOPY COLUMN REFER TOSTRUCTURAL

MENU BOARD - TYPICAL

MENU BRACKETSUPPLIED BYOWNER INSTALLEDBY GENERALCONTRACTOR

PLACE WELDS HERE

DRILL 1-3/4" Ø WIREACCESS HOLE

CANOPY COLUMNREFER TOSTRUCTURAL

OWNER TO VERIFY IFBOTH BRACKETSAND MENU BAORDSARE TO BEINSTALLED

PATIO SLAB

1

A7.02

MENU BOARD @ PATIO CANOPY1-1/2"=1'-0"

MENU BOARD SUPPLIED ANDAND INSTALLED BY OWNERSPEAKER HOOK UP BYOWNER POWER HOOK UP BYELECTRICAL CONTRACTOR

FLEX CONDUIT INSIDECOLUMN FROMUNDERGROUND CONDUIT. BYELECTRICAL CONTRACTOR -REFER TO E1.01

1 3/4" DIAMETER HOLE INCOLUMN FOR SPEAKERCONDUIT

CANOPY COLUMNREFER TO STRUCTURAL

FLEX CONDUIT INSIDECOLUMN FROM OVERHEADCONDUIT BY ELECTRICALCONTRACTOR - REFER TOE1.01

SECOND MENU BOARD WHEREOCCURS MOUNTED TOOPPOSITE (BACK SIDE) OFCOLUMN. POWER ANDSPEAKER WIRING TO BE RUNAROUND INSIDE OF COLUMN -VERIFY WITH OWNER

FRO

NT

SID

E O

F C

OLU

MN

1-3/4" DIAMETER HOLE IN FACEFOR POWER ACCESS

(4) 3/8" x 1" LONG BOLTSWELDED TO 'C' SUPPLY NUT &WASHER ON BOLT FOR MENUINSTALLATION

1-3/4" DIAMETER HOLE INFACE FOR SPEAKER WIREACCESS

14 GA COLD ROLLED STEELCHANNEL PRIME AND PAINTTO MATCH CANOPY COLUMNS

5

A7.02

CAR CANOPY BRACKET DETAIL1-1/2"=1'-0"

PAVING

FLEX CONDUIT INSIDECOLUMN FROMUNDERGROUND CONDUIT BYELECTRICAL CONTRACTOR -REFER TO E1.01

1" DIAMETER HOLE IN COLUMNFOR SPEAKER CONDUIT

MENU BOARD SUPPLIED ANDAND INSTALLED BY OWNER.SPEAKER HOOK UP BYOWNER POWER HOOK UP BYELECTRICAL CONTRACTOR

MENU BRACKET SUPPLIED BYOWNER INSTALLED BY G.C.REF. 3/CA1.0

FLEX CONDUIT INSIDECOLUMN FROM OVERHEADCONDUIT BY ELECTRICALCONTRACTOR - REFER TOE1.01

PROVIDE 1/2" DIAMETER HOLEFOR AUDIO/SOUND SPEAKERSYSTEM EVERY OTHER STALLCOLUMN AT 9'-0" AFF. VERIFYLOCATIONS AND COUNT WITHOWNER OR OWNERS REP.

CAR STALL COLUMN REFERTO STRUCTURAL

4

A7.02

MENU BOARD @ CAR CANOPY 1-1/2"=1'-0"

℄

℄

FLEX CONDUIT INSIDECOLUMN FROMUNDERGROUND CONDUIT. BYELECTRICAL CONTRACTOR -REFER TO E1.01

MENU BOARD SUPPLIED ANDAND INSTALLED BY OWNERSPEAKER HOOK UP BYOWNER POWER HOOK UP BYELECTRICAL CONTRACTOR

STANDARDALTERNATE

2

A7.02

PATIO CANOPY BRACKET DETAIL 3/4"=1'-0"

STANDARDALTERNATE

1-3/4" DIAMETER HOLE IN FACEFOR POWER ACCESS

(4) 3/8" x 1" LONG BOLTSWELDED TO 'C' SUPPLY NUT &WASHER ON BOLT FOR MENUINSTALLATION

1-3/4" DIAMETER HOLE INFACE FOR SPEAKER WIREACCESS

14 GA COLD ROLLED STEELCHANNEL PRIME AND PAINTTO MATCH CANOPY COLUMNS

SUPPLIED BY OWNER(ORDERMATIC) INSTALLED BYGENERAL CONTRACTORREFER 1/A7.02

STANDARDALTERNATE

WELD

14GA STEEL PLATE WELDEDTO COLUMN AND TO MENUBRACKET AT 90 DEGREEANGLE FOR PATIO MENU ASSHOWN ON SITE PLAN ANDCANOPY PLANS, PAINT TUBESGREEN


1" HOLE IN COLUMN FORCONDUIT

CANOPY COLUMN REFER TOSTRUCTURAL

MENU BOARD - TYPICAL

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