no. 1322 erie ave. sheboygan, wi 53081 … 1986 sheboygan wi... · electrical wisconsin commercial...

ERIE AVENUE

N. 1

3TH

STR

EE

T

EXISTING BURGERKING RESTAURANT

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07/31/14

WI REG. # 8754-005GEORGE PROSILIAKOS

LIC. EXP.:

SIGNED:

DATE:

I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MYSUPERVISION AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITHALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS.

TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS COMPLY WITHTHE CURRENT ILLINOIS ACCESIBLITY GUIDELINES OF THE AMERICANSWITH DISABILITES ACT.

REFERENCE CODES

ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO THE REQUIREMENTS OF THE FOLLOWINGAND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION.

BUILDING WISCONSIN COMMERCIAL BUILDING CODEPLUMBING WISCONSIN COMMERCIAL BUILDING CODEMECHANICAL WISCONSIN COMMERCIAL BUILDING CODEELECTRICAL WISCONSIN COMMERCIAL BUILDING CODEFIRE CODE WISCONSIN COMMERCIAL BUILDING CODEACCESSIBILITY WISCONSIN COMMERCIAL BUILDING CODELIFE SAFETY WISCONSIN COMMERCIAL BUILDING CODEENERGY CODE WISCONSIN COMMERCIAL BUILDING CODE

JURISDICTION:CITY OF SHEBOYGAN2026 JERSEY AVENUESHEBOYGAN, WISCONSIN920-459-3440

USE GROUP : A-2 ASSEMBLYRESTAURANT, FOOD AND/ OR DRINK MORE THAN 50 OCCUPANTS

TOTAL SQUARE FOOTAGE: 3,269 SQ. FT. (EXISTING) 3,242 SQ. FT. (PROPOSED)

CONSTRUCTION TYPE: 5B, UNPROTECTED

PLUMBING FIXTURES: 1 WATER CLOSET/ 75 OCCUPANTS; 1 LAVATORY/ 200 OCCUPANTSPROVIDED: MEN 1 WC/ 1 URINAL/ 1 LAV

WOMEN 1 WC/ 1 LAVDRINKING FOUNTAIN: NOT REQUIRED WHERE WATER IS

SERVED IN RESTAURANTS (410.1 FPC)

OWNER:JOHN KAYSER, DIRECTOR OF CONSTRUCTIONHEARTLAND FOOD CORP.EXECUTIVE TOWERS III1400 OPUS PLACE, SUITE 900DOWNERS GROVE, IL 60515630-598-3482 [email protected]

ARCHITECT:PROSI DESIGN INC.GEORGE PROSILIAKOS, AIA4345 DI PAOLO CTR.GLENVIEW, IL 60025847-803-0900 OFFICE847-510-0500 [email protected]

K.E.S.FRANKE FOODSERVICE SYSTEMS, INC.JOHN KOUNZOUJIAN15483 REGIS CT.GRANGER, IN. 46530574-243-5733 OFFICE574-252-9233 [email protected]

CONSTRUCTION MANAGERJAY JESCHKEHEARTLAND FOOD CORP1930 CAMPHILL CIRCLEINVERNESS, IL 60067847-991-1705 [email protected]

M.E.P.DENNIS CABALAINTERPLAN LLC.ONE SOUTH 280 SUMMIT AVE. STE. DOAKBROOK TERRACE, IL. [email protected]

G-1.0

EXISTING RESTAURANT REMODELING

IMAGE UPGRADE AND SITE WORKINTERIOR & EXTERIOR

STORE # 19861322 ERIE AVE.

SHEBOYGAN, WI 53081

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OPNG

MEMB

MECH

INSTALLED BY OWNERFURNISHED BY OWNER/INSTALLED BY CONTRACTORFURNISHED BY OWNER/FACE OF, FINISHED OPENINGFLUORESCENTFLOOR

FOIO

FLUOR

FOICFO

FLR

MH

ENCL ENCLOSE, ENCLOSURE

NO

FINISH, FINISHED

FIRE HOSE CABINET

FIRE EXTINGUISHER FIRE EXTINGUISHER

FIRE DEPARTMENT

INSTALLED BY CONTRACTORFURNISHED BY CONTRACTOR/INSTALLED BY OWNER

FLEXIBLEFIXTURE

FIGURE

FIRE HYDRANTCABINET

FLEXFIXTFINFIGFHCFH

FEC

FOUNDATIONCONNECTION

FLOOR DRAIN

FEFDTN

FDCFD

FCIC

OC

OPP

OTSORD

OHOD

NTSNOM

FURNISHED BY CONTRACTOR/

EXPANSION, EXPOSED

ELECTRIC PANEL

FIRE ALARMFCIOFA

EXTERIOREXISTING

EXHAUSTEQUIPMENTEQUAL

EXH

EXISTEXT

EXP

EQUIPEQEP

MW

NICN

MS

MVBLMTLMTD

MOMISCMIN

LTG

DS DOWNSPOUT

ELECTRIC, ELECTRICAL

EXPANSION JOINT

EXTERIOR INSULATION & FINISH SYSTEM

ELEVATOR

ELEVATION

EAST

EJ

ELEVELECEL

EIFSE

DRAWERDRAWINGDISHWASHER

DWRDWGDW

MATL

MFRMGTMEZZ

MED

MAX

MASM

DAMPPROOF, DAMPPROOFING

DRINKING FOUNTAIN

DEMOLISH, DEMOLITION

DOORDOWN

DIVIDE, DIVISIONDIMENSIONDIAGONALDIAMETER

DMPF

DRDN

DIVDIMDIAGDIA

DETAIL

DOUBLEDEEP

DEMO

DFDET

DBLD

LAM

LTLAVLAU

L

KIT

YARDYD

MANUFACTURE, MANUFACTURE

VERTICALVERT

VINYL WALLCOVERINGVAPOR RETARDERVENEERVERIFY IN FIELDVESTIBULE

TRANSFORMER

WELDED WIRE FABRICWEIGHTWATER RESISTANTWATERPROOFING, WORK POINTWEATHERPROOF, WATERPROOF,WALL HYDRANT, WATER HEATERWOODWATER CLOSET, WALLCOVERINGWITHOUTWITH

WEST, WIDE

NOT IN CONTRACT

WH

OPEN TO STRUCTURE ABOVE

OPPOSITE/OPPOSITE HANDOVERFLOW ROOF DRAIN

OVERHEADOUTSIDE DIAMETERON CENTER

OPENING

NOT TO SCALENOMINALNUMBER

XMFR

WTWWF

WR

WP

MOVABLEMICROWAVE

NORTH

MOP SINKMASONRY OPENINGMISCELLANEOUSMINIMUM, MINUTE

METALMOUNTED

MANHOLE

W/W/O

WDWC

W

VRVWC

VNR

VESTVIF

THERMOSTATTOILET PAPER DISPENSERTOP OFTEMPEREDTHICK, THICKNESSTERRAZZO

VAPOR BARRIER

UNLESS OTHERWISE NOTEDUNFINISHEDUNDERGROUNDURINAL

TYPICALTELEVISION

LIGHT

TYP

MASONRY

MANAGEMENTMEZZANINEMEMBRANE

MECHANICALMEDIUM

MAXIMUMMATERIAL

MIRROR

LIGHTING

UNFIN

VB

UON

UGNDU

LAVATORY

LAMINATE, LAMINATEDLONG/LEFT HAND

LAUNDRY

KITCHEN

TSTAT TPD

TV

TMPDTO

THKTER

INSUL

HORIZ

HDWD

HDBD

FS

AD AREA DRAIN

HB

CO CLEAN OUT, CASED OPENING

CONTINUOUS, CONTINUE

CONNECTION, CONNECT

CUBICCENTERCERAMIC TILECASEWORKCEILING SYSTEMCARPET

CUCTR

CSWKCT

CSCPT

CORRIDOR

CONSTRUCTION

CONCRETECOMMUNICATIONCOLUMN

CORRCONTCONSTRCONNCONCCOMMCOL

JTJSJCJAN

INT

INFOINCLID

CONCRETE MASONRY UNIT

COUNTERFLASHING

CEMENT, CEMENTITIOUS

CI CAST IRON

CLEARCLOSETCEILINGCENTERLINECONTROL JOINT

CAST-IN-PLACE

CLG

CMUCLRCLO

CLCJ

CIP

COAT HOOK

CERAMIC

CATCH BASINCABINET

CEM

CHCFLGCER

CBCAB

HVACHTHR

HDW

HOHM

HDHC

GFRC

BUILT UP ROOFING

BULLETIN BOARD

BOT BOTTOM

BASEMENT

BRONZEBEARING

BURBSMT

BRZBRG

BOTTOM OFBLOCKINGBUILDINGBOARDBD

BO BLKGBLDG

BB

H

GFRP

GFRGAUTOMATIC TELLER MACHINEARCHITECT, ARCHITECTURAL

APPROXIMATE/APPROXIMATELY

AIR HANDLING UNITABOVE FINISHED FLOOR

APPROX

AUDIO VISUALAUTOMATIC

APARTMENT

AUTOAV

ATMARCHAPT

ANODIZEDALUMINUMALTERNATE

ADJUSTABLEADDENDUM

AHU

ANODALUMALT

ADDM

AFFADJ

GALV

GENGCGB

GA

FVCFWC

FUTFTGFTACOUSTICAL CEILING TILE

ACOUSTICAL CEILINGASPHALTIC CONCRETE/

ACOUSTICALACCESSIBLE

ACOUSACT

ACC

AC

FR

FRTFRPFFRMG

FP

FLOOR SINK

PLASTIC LAMINATEPLAM

ROOFINGRFG

HOSE BIBB

SUSPENDEDSTRUCTURALSTORAGESTEELSTANDARDSOUND TRANSMISSION CLASSSTAINLESS STEELSERVICE SINKSQUARESPEAKERSPRINKLERSPECIFICATIONSIMILARSHEATHINGSHEETSINGLESECTIONSTORM DRAINSCHEDULESEAT COVER DISPENSERSOLID CORESOUTH

RIGHTROUGH OPENINGROOM

SHT

JANITOR SINKJANITOR CLOSET

JOINT

JANITOR

INSULATE, INSULATIONINFORMATIONINCLUDE, INCLUDINGINSIDE DIAMETER

INTERIOR

SUSPSTRUCTSTORSTLSTDSTCSST

SPKRSPKLR

SSSQ

SPEC

SHTHGSIM

HORIZONTAL

& AIR CONDITIONINGHEATING, VENTILATINGHEIGHTHOUR

HOLD OPENHOLLOW METALHARDWOODHARDWAREHARDBOARDHAND DRYERHOLLOW CORE

SCHED

SECTSGL

SD

SCDSCS

RTRORM

REVISED, REVISIONREQUIREDREINFORCED, REINFORCINGREFRIGERATORREFER TO, REFERENCEROOF DRAIN, ROADREFLECTED CEILING PLANRADIUS, RISER, RIGHT HAND

QUARRY TILE

RECEPTACLEPAPER TOWEL DISPENSER/WASTEPARTITIONPAPER TOWEL DISPENSERPRESSURE TREATEDPAINT, POINT, PROPERTYPARKINGPAIRPROPERTY LINEPANELPLYWOODPLASTER

GLASS-FIBER

HIGH

REINFORCED PLASTICGLASS-FIBERREINFORCED GYPSUMGLASS-FIBERREINFORCED CONCRETE

R

REFR

REQDREINF

REV

RCP

REFRD

QT

FIRE HOSE VALVE CABINET

GENERAL, GENERATORGENERAL CONTRACTORGRAB BARGALVANIZEDGAGE

FABRIC WALL COVERING

FOOT, FEET

FUTUREFOOTING

PT

PTD/WRPTNPTD

PL

PROPPRKPR

PLYWDPLAS

PNL

PERPENDICULARPLANTER DRAINPLASTIC CORNER GUARDPRECASTPARTICLEBOARD

FIRE RETARDANT TREATEDFIREPROOF, FIREPROOFING

FRAME, FIRE RATEDFIRE PROTECTION

FRAMING

PC

PERP

PCGPD

PBD

WELDEDWLD

BUILDING STANDARDBS

CL

TELEPHONETONGUE AND GROOVETREAD

T&GTEL

T

TEMPERATURE, TEMPORARYTEMP

G-1.1

ERIE AVENUE


32'-0

"

5'-0"

15'-0

"11'-0

"11'-0

"

ERIE AVENUE


5'-0"

9'-0

"1

1'-0

"5

'-0"

11

'-0"

19'-0"

4'-1

01 2"

5'-0

"

18'-0

"

12'-4"

1'-7

1 2"

11'-6"8'-6"

7'-6

"

5'-8

"

20'-0"

4'-0"

5'-0

"

20'-0"

10'-0

"

20'-0"

1'-7

1 2"

11'-6"8'-6"

7'-6

"

5'-8

"

20'-0"

20'-0"

5'-0"

9'-0

"1

1'-0

"5

'-0"

11

'-0"

19'-0"

4'-1

01 2"

5'-0

"

4'-0"

5'-0

"

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1986

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PARKING STATISTICSEXISTING PARKING LAYOUTSTANDARD SPACES 41HANDICAP SPACES 02TOTAL 43

PROPOSED PARKING LAYOUTSTANDARD SPACES 42HANDICAP SPACES 02TOTAL 44

1. PROVIDE UNIT PRICE PER SQUARE FOOT TO SAWCUT AND REMOVE EXISTING CONCRETE,PREPARE BASE AND INSTALL NEW CONCRETE TO MATCH EXISTING.

2. PROVIDE UNIT PRICE PER LINEAR FOOT TO SAWCUT AND REMOVE EXISTING CONCRETE CURB,PREPARE BASE AND INSTALL NEW CONCRETE CURB TO MATCH EXISTING.

3. PROVIDE UNIT PRICE PER JOINT TO REPAIR INFILL DAMAGED CONCRETE WALK WITH JOINT FILLER.OWNER TO PROVIDE SCOPE OF WORK AT CONTRACTOR WALK THROUGH.

7. RESTRIPE LOT AS SHOWN ON DRAWING. STRIPING TO COMPLY WITH CODE REQUIREMENTS.8. PARKING LOT STRIPING TO BE WITH LEAD-FREE HEAVY YELLOW ZONE MARKING PAINT, SPRAY

APPLIED AS SHOWN ON SITE PLAN.

9. FILL ALL CRACKS OVER 38" WITH ELASTOMERIC FILL TYP.10. AT HANDICAPPED ACCESSIBLE STALLS ONLY, G.C. TO PROVIDE A MAX. 2% (1:50) SLOPE IN ANY

DIRECTION FOR ENTIRE LENGTH OF STALL AND ACCESS AISLE11. VERIFY CRACK FILL COMPOUND W/ G.C. PRIOR TO BIDDING.12. ALL TRUCK SHALL TAKE THE SHORTEST ROUTE TO THE NEAREST TRUCK ROUTE. CITY OF

SHEBOYGAN MAY APPROVE ALTERNATE ROUTE UPON REQUEST.13. FLOOR ELEVATION WILL REMAIN AS IS (CONSTRUCTION WILL NOT DISTURB FLOOR ELEVATION)

GENERAL NOTES

A 1" = 20'-0"EXISTING SITE PLAN

SP-1.0

AREA TO BE SAW-CUT AND REPLACED WITH NEW ASPHALT SO AS TO PROVIDE A MAX. SLOPE OF1:50 IN ANY DIRECTION AT HANDICAPPED ACCESSIBLE PARKING AREA. FEATHER EDGES OF NEWCONCRETE PAVEMENT TO EXISTING ASPHALT GRADE ONCE OUTSIDE THE ACCESSIBLE PARKINGSTALL AREA TO A DISTANCE OF 5'-0". REFER TO DETAIL 5 ON SHEET SP-2. REFER TO DETAIL 6ON SP-1.1 FOR ASPHALT AND STRIPING SPECIFICATIONS.

N/A

INSTALL DETECTABLE WARNING TRUNCATED DOME AT END OF CONC. WALK. REFER TO DETAILS 7THRU 7.4 ON SP-1.1.

REMOVE EXISTING MENU BOARDS AND OCU

N/A

EXISTING CONCRETE SIDEWALK TO REMAIN. CONFIRM THAT EXISTING SLAB IS 1:50 MAX. SLOPEIN ANY DIRECTION AND AWAY FROM BUILDING. IF SLAB HAS SLOPE GREATER THAN 1:50, NOTIFYARCHITECT IMMEDIATELY FOR POSSIBLE ALTERNATIVE SOLUTION.

PROVIDE NEW 4" THICK CONCRETE WALK OVER 4" COMPACTED GRAVEL. MAX. RUNNING SLOPE TOBE 1:20 WITH MAX. CROSS SLOPE TO BE 1:50. REFER TO DETAIL 4 SHEET SP-1.1.

SAW-CUT EXISTING CONC. SLAB APRON, REMOVED CONC AND PREPARE AREA TO RECEIVE NEW 6"THICK CONC. APRON.

PROVIDE NEW 6" CONCRETE SLAB AT DRIVE THRU. T/CONC TO ALIGN WITH EXIST. FINISHPROVIDE NEW LOOP DETECTOR. SUPPLIED BY OWNER AND INSTALLED BY GC. REFER TO DETAIL 8ON SHEET SP-1.1

N/A

SEALCOAT AND STRIPE EXIST. PARKING LOT AS SHOWN ON PLAN. REFER TO STRIPING SPECS.

REMOVE EXIST. TRASH ENCLOSURE BOARDED GATES. INSTALL NEW CORRUGATED METAL PANELGATES. PAINT TRASH ENCLOSURE AND GATES WITH "CAMEL TAN"

INSTALL NEW O.C.U., CLEARANCE POST, MENU BOARD, AND PREVIEW BOARD AT NEW LOCATIONCOORDINATE EXACT LOCATION WITH OWNER.

REMOVE EXISTING ASPHALT AND PREPARE ARE TO RECEIVE NEW CONC. NEW CONC TO ALIGNWITH EXISTING ASPHALT.

REMOVE EXISTING CONC WALK AND PREPARE AREA TO RECEIVE NEW CONC.

PROVIDE NEW ASPHALT AT ADA PARKING STALL TO ACHIEVE ADA SLOPE REQUIREMENTS.REFER TO DETAIL 5/SP-1.1.

8

9

KEYED NOTES

10

11

12

13

14

15

B 1" = 20'-0"PROPOSED SITE PLAN

D 1" = 20'-0"PARTIAL SITE PLAN

16

13

13

17

18

18

18

INSTALL NEW SLIP RESISTANT RAMP UP TO CONC. WALK. MAX. SLOPE 1:12 WITH MAX. CROSSSLOPE OF 1:50. SEE DETAIL 3 ON SP-1.1. RAMP IS TO HAVE A MAX. LENGTH OF 6'-0". IF THISCAN NOT BE ACHIEVED IMMEDIATELY CONTACT ARCHITECT FOR ADDITIONAL INSTRUCTIONS.

REMOVE EXISTING CONCRETE WALK. INSTALL NEW CONCRETE WALK WITH MAX. SLOPE 1:50 WITHMAX. CROSS SLOPE OF 1:50. SEE DETAIL 4 ON SP-1.1.

INSTALL HANDICAP PARKING SIGN, SEE DETAIL 1 ON SP-1.1. SIGN TO BE INSTALLED IN 6"dia CONC.FILLED BOLLARD

INSTALL HANDICAPPED STRIPING AND MARKINGS AS SHOWN TYP. SEE DETAIL 2 ON SP-1.1.

INSTALL NEW WHEELSTOPS SEE DETAIL 6 ON SP-1.1.

N/A

EXISTING VESTIBULE AND DRIVE-THRU TO BE REMOVED. REFER TO SHEET A-1.0

1

2

3

4

5

6

7

KEYED NOTES 1920

20

C 1" = 20'-0"PARTIAL SITE PLAN

SP-1.0

D

SP-1.0

C

21

22

22

227

7

8

15

19

2111

15

13

13

19

13

2

10

13

2

4

6

3

13

23

23

18

16

18

18

1

1

14

18

4

13

PARKINGRESERVED

$250 FINE

3"6"

1'-6

"

1'-0"

WHITE

2-1/

2"[0

.06

M]

BLUE

[1.22 M]

[1.0

7 M

]

4' SQUARE

3'-6

"

NOTES FOR HANDICAP PARKING STALLS:

1. EACH VAN PARKING SPACE SHALL BE AT LEAST ELEVEN FEET WIDE,WITH AN FIVE FOOT WIDE ACCESS AISLE, FOR A TOTAL OF SIXTEENFEET.

2. EACH CAR PARKING SPACE SHALL BE AT LEAST EIGHT FEET WIDE,WITH AN FIVE FOOT WIDE ACCESS AISLE, FOR A TOTAL OF THIRTEENFEET.

3. SIGNS SHALL BE AT THE FRONT CENTER OF THE PARKING SPACE NOMORE THAN 5 FEET HORIZONTALLY FROM THE FRONT OF APARKING SPACE AND SET AS REQUIRED PER CODE.

4. REFER TO HANDICAP PARKING SIGNS AS SHOWN IN DETAIL 1 ONTHIS PAGE.

VAN

6"

ACCESSIBLE

1.66"-2.35"MAX

.4"

.21"

.9"

TACTILE CONCRETE DETECTABLEWARNING SYSTEM.

(SQUARE PATTERN ONLY)

TEXTURE

5'-0"APPROACH SIDEWALK

WIDTH

MAX CROSS SLOPE1:50

6'

G.C. TO PROVIDE "ARMOR TILE" 24"X60". CAST-IN-PLACE IN LINE DOMESYSTEM IN "BRICK RED" COLOR. 800-682-2525.

1:12

MA

X.

6"

10"X

1'-0

"6"

6"

X

X X X X

4"

SEE PLAN

0.625" DIA. HOLES THROUGHEMBEDMENT FLANGES

INTERNAL EMBEDMENTFLANGE 19 PER TILE

DETAIL-1

0.625" DIA. HOLEEMBEDMENT FLANGES ASSHOWN IN REFLECTED PLAN

INTERNAL EMBEDMENT FLANGE@ 3" O/C (SEE PLAN FORORIENTATION)

0.1875" DIA. VENT HOLE(ONE PER CELL EACHSIDE)HIGH

0.625" HOLE THROUGHEMBEDMENT FLANGES ASSHOWN IN REFLECTED PLANCENTERED TYP.

SECTION A-A(1"=2")

NOTE:OPTIONALSOUND AMPLIFYINGPLATE ADDED BYMANUFACTURER

0.1875" DIA. VENT HOLE (ONEPER CELL EACH SIDE)

NOTE:FIELD LEVEL MICRO-TEXTURE41 POINTS PER SQUARE INCH

0.1875" DIA. x 0.0625"HIGH MICRO-TEXTUREUNDERSIDE OF TILE

MA

X.

4 N.T.S.BRUSHED CONCRETE WALK1 N.T.S.

H.C. SIGN DETAIL 2 N.T.S.H.C. STRIPING

7 N.T.S.HANDICAPPED RAMP DETAIL

7.1 N.T.S.PLAN 7.2 N.T.S.

REFLECTED PLAN

7.3 N.T.S.SECTION B-B 7.4 N.T.S.

DETAIL 1

FURNISH AND INSTALL R7-8 SIGN & R7-101 FINE PLATE ASREQUIRED BY LOCAL MUNICIPALITY.

REFER TO STATEAND LOCALORDINANCE FORFINE AMOUNT

US DEPT OF TRANSPORTATIONSTANDARD HIGHWAY SIGNS R7-8

4" CONCRETE SLAB/BRUSH FINISH W/ 6"X 6" 1.4W/1.4W W.W.M. ON 95%COMPACTED GRANULAR FILL.

THICKENED EDGE WALK NOT REQUIREDWHERE WALK ABUTS STRUCTURE. PROVIDEA 1/2" NON-EXTRUDING EXPANSION JOINTAGAINST STRUCTURE AND EVERY 20'ALONG WALK.

STABILIZED SUBGRADEAS SPECIFIED

"ARMOR TILE" 24" CAST-IN-PLACE IN LINE DOME SYSTEM IN "YELLOW" COLOR. (800) 682-2525.

MAXIMUM RUNNING SLOPE IS 5% (1:20)MAXIMUM CROSS SLOPE IS 2% (1:50)

TYP. OF ALL WALKING SURFACES U.N.O.

19'-0"+/-

1:50 SLOPE IN BOTH DIRECTIONSFOR ENTIRE LENGTH AND WIDTH

OF PARKING STALL

V.I.F.

PER DRWNGSOR SLOPEAS REQ'DTO MEETEXISTINGASPHALT

NEW ASPHALT H.C. PARKINGSTALL. REFER TO DETAIL 7THIS SHEET.

SLOPED TRANSITION TOEXISTING ASPHALT GRADE.

EXISTINGASPHALTPAVING

1:50 MAX. SLOPE

5 N.T.S.HANDICAPPED PARKING STALL

6'-0"

V.I.F.

EXISTING LANDSCAPE BED

NEW SIDEWALK SEE DETAIL 46"

VARI

ES

10"

MIN

.

X

VARI

ES

1'-0

" M

IN.

6"

R1"

6"

X

X

X X X X4"

WIDTH VARIES

3 N.T.S.CONCRETE CURB RAMP

4" CONCRETE SLAB/BRUSH FINISH W/ 6"X 6" 1.4W/1.4W W.W.M. ON 95%COMPACTED GRANULAR FILL.

STABILIZED SUBGRADEAS SPECIFIED

MAXIMUM RUNNING SLOPE IS 8.333% (1:12)MAXIMUM CROSS SLOPE IS 2% (1:50)

TYP. OF ALL RAMP SURFACES

VARI

ES

ELEVATION AT TOP OFRAMP MATCHES CURB

SURFACE OF SLOPING RAMP

MIN

. 3'-8

" FR

OM

T/C

ON

C

FOR VANACCESSIBLEPARKING SPACESONLY

3. STOP TO HAVE 2-#5 LONGITUDINAL REBARS.2. STOP TO BE LOCATED 24" FROM END OF PARKING STALL. OR WITH ADHESIVE.

MOUNTING HOLE (IF REQUIRED)

6"

9"

7'-0"

6 N.T.S.CONC. WHEEL STOP

PRE-CAST CONCRETE WHEEL STOP

1'-2 716"

2' MIN.

4', 6' OR 8'

8 N.T.S.PRE-FAB DETECTOR LOOP

9 N.T.S.SURFACE COURSE PAVEMENT DET.

MIN

. 4'-0

" BE

LOW

GRA

DE

MIN

. 3'-0

" 6"

dia

CO

NC

BOLL

ARD

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SP-1.1

EXISTINGOFFICE

EXISTINGCAN WASH

EXISTINGWALK-INCOOLER /FREEZER

EXISTINGSTORAGE

EXISTINGVESTIBULE

EXISTINGVESTIBULE

H.W.H.

EXISTINGMOPSINK

EXISTINGDRIVETHRU

EXISTINGVESTIBULE

EXISTING SERVING AREA

EXISTING CUSTOMERPICK-UP AREA

EXISTING DINING AREA

EXISTING FRONT ENTRY

EXISTINGDRIVETHRU

EXISTINGSODADISPENSERS

4'-1

"4'-3

3 4"

M.O

.

4'-0"

11'-1

"

4'-3

3 4"

EXIS

TING

MANSARD

ABO

VE

TO R

EMAIN

EXISTING MANSARD ANDSOFFIT FIXTURES TO BEREMOVED

EXISTING MANSARDABOVE TO REMAIN

EXISTING MANSARD ANDSOFFIT FIXTURES TO BEREMOVED

NO

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1 1/4"=1'-0"EXISTING/DEMO PLAN

A-6.0

1

A-6.1

1

A-6.1

3

A-6.0

3

A-1.0

D17

D3

D2

D1

DEMO KEYED NOTES

D4

D5

D6

D7

D8

D9

D10

D11

D12

D13

D14

D15

D16

D17

D18

D19

D10

D4

D2

D3

D13

D7

D12

D9

D14

D11

D8

D8

D5 D6

D2

D2

D1

D17

D16 D15

D18

D18

D19





EXISTINGDRIVETHRU

WALK-INCOOLERS

OFFICE

23'-3" 3'-10" 8'-518" 9'-0

14"

3'-10"

3'-10"

4" 2'-0"

10'-0

1 2"

10'-9

3 4"

3'-10"

10'-3

"3'-1

0"

6'-1

1 2"

2'-414"

EXISTING MANSARDABOVE TO REMAIN

EXIS

TING

MANSARD

ABO

VE

TO R

EMAIN

PTHD

PT

NEW DECORATIVE WALL.48" HIGH. REFER TODECOR DRAWINGS.

312"

4'-7"

2'-614"

4'-1

01 2"

14'-1

03 4"

6'-0

3 8"

2'-034"

CL

2'-0

3 4"

CL

6'-914"4'-3"HOLD

1'-514"

1'-1112"1'-10"

CL

CL

CL

4'-1

13 4"

6'-234"

2'-7

3 4"

4'-3

1 8"

3'-1

11 2"

1'-0

"

NEW KITCHEN LAYOUT BY KES

5'-1

11 2"

22'-034"

REFER TO KITCHEN PLAN FOR LAYOUT

11'-1

1 4"

7'-7"

3'-3

7 8"

4'-3

7 8"

6'-9

7 8"

7'-2"

9"

1'-1014"

8'-1

5 8"

10"5'-5"

NEW SEATING LAYOUT.REFER TO DECOR DWGS

NEW SELF SERVE AREAREFER TO KITCHEN DWGS

3"

(HOLD FOR SHELVING)

2'-6"

WIRE SHELVING BYEQUIPMENTMANUFACTURERAND INSTALLED BYG.C.

2x4 COUNTER WALLFRAMING @ 16" O.C.

TILE BASE AND FLOORTO BE VERIFIED WITHTHE DECOR SUPPLIER

BLACK PLASTIC LAMINATE(PL-3) COUNTER FACE WITH1/4" SATIN STAINLESS (PL-4)ON 5/8" PLYWOOD

SOLID SURFACE COUNTERTOP ON 3/4" PLYWOOD.

(TYP

. O

F 5)

FRP ON 5/8" PLYWOOD(REFER TO DECORDRAWINGS

3"

2'-1

0"

1'-10"

HO

LD

6"

4"

NOTE:SEE DECOR DRAWINGFOR MORE DETAILS

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

A-6.0

2

A-6.1

2

A-6.1

4

A-6.0

3

PROVIDE NEW FLOOR DRAIN AT NEW RESTROOM LOCATION. REFER TOMEP DRAWINGS.

PROVIDE NEW SERVICE COUNTER. REFER TO DETAIL D2 AND DECORDRAWINGS FOR SPECIFICATIONS.

NEW CERAMIC TILE AND BASE. REFER TO DECOR DRAWINGS.

NEW WALL MOUNTED TV. REFER TO DECOR DRAWINGS.

NEW FRONT INTERIOR ENTRY DOORS, WINDOWS, AND FRAMESTO MATCH EXISTING.

N/A

G.C TO INSTALL QUEUE RAILS AND SUPPORT STEEL. REFER TO DECORDRAWINGS.

G.C. TO PAINT EXISTING MENU BOARD FRAME BLACK.

INSTALL NEW CHAIR RAILS, WINDOW SILLS, WAINSCOT AND WALL FINISHES.REFER TO DECOR DRAWINGS

G.C. TO INSTALL NEW DRINK STATION. REFER TO KES DRAWINGS.

NEW METAL CANOPY ABOVE SEE ELEVATIONS.

INSTALL NEW BULK HEAD AND REINSTALL EXISTING MENU BOARD.

PROVIDE NEW DESK AND COUNTER AT NEW OFFICE LOCATION. SEE DET.1/A-2.2

G.C. TO INSTALL 158" FURRING CHANNELS AND 12" TH DURO ROCK PANELSWITH FRP PANELS FINISH AT EXPOSED MASONRY WALL. TO MATCHEXISTING. REFER TO DETAIL 2/A-1.1

G.C. TO CAP ENDS OF WALLS IN ST STL CORNERS.

NEW 7'-0" HIGH OPENING.

NEW FLOORING(QUARRY TILE) TO ALIGN WITH EXISTING ADJACENT FLOOR.

NEW DRIVE-THRU WINDOWS WITHIN EXISTING AREA. REFER TO ELEVATIONS

NEW TV MONITOR REFER TO DECOR DWGS FOR LOCATION.

INSTALL NEW ALUM STOREFRONT DOOR, SIDELIGHT AND TRANSOM.HIEGHT TO MATCH EXISTING. REFER TO ELEVATION.

G.C. TO INSTALL NEW STOREFRONT WINDOWS AT EXISTING VESTIBULE.HEIGHT TO MATCH EXISTING. REFER TO ELEVATION.

1

PLAN KEYED NOTES

A-3.1

1

2

3

4

6

5

7

8

9

10

11

12

13

14

3

1

14

15

15

2

4

5

16

A-1.1

13

12

10

9

9

9

17

18

18

17

11

11

11

A-6.1

5

A-6.1

6

A-6.1

7

A-6.1

4

1919

20

20

20

20

21

20

3

9

3

9

9

8

79

3

16

EXISTINGSTOREFRONTWINDOWSTO REMAIN.


EXISTINGSTOREFRONTWINDOW TOREMAIN.

REMOVE EXISTINGBOLLARD.

REMOVE EXISTINGDOWNSPOUT ANDRE-ROUTE DISCHARGE TOREAR

REMOVE EXISTING GUTTER ANDDOWNSPOUT METAL COVER TO REMAIN

METAL COVERTO REMAIN



EXISTINGSTOREFRONTWINDOWS TO BEREMOVED.



REMOVE EXISTING METALDOOR AND FILL OPENINGWITH BRICK TO MATCHEXISTING

EXISTING EXT. WALLMOUNTED SPOTLIGHTS TO REMAIN

EXISTING METER TOREMAIN

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

2 1/4"=1'-0"EXISTING WEST ELEVATION

3 1/4"=1'-0"EXISTING SOUTH ELEVATION 4 1/4"=1'-0"

EXISTING NORTH ELEVATION A-2.0

NEW ALUM.STOREFRONT DOOR WITHNEW TRANSOM TO MATCHEXISTING WINDOW HEIGHT

INSTALL NEW ALUM.STOREFRONT DOORAND SIDELIGHT

3'-0

"

3'-0

"

NEW TRANSOM

15'-7

1 2" 1

8'-7

1 2"

H.O.T.W.

3'-0

"

NEW TRANSOM

NICHIHA FIBERCEMENT PANELS

INSTALL NEW ALUM.STOREFRONT DOORAND SIDELIGHT

NEW

NEW

NEW DRIVE-THRUWINDOW SYSTEM

NEW NEW

TOOTH IN NEW BRICK TOMATCH AND ALIGN WITHEXISTING AT OLD DOORLOCATION

3'-0

"

3'-10"

H.O.T.W.

NO

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UE

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

2 1/4"=1'-0"PROPOSED WEST ELEVATION

3 1/4"=1'-0"PROPOSED SOUTH ELEVATION 4 1/4"=1'-0"

PROPOSED NORTH ELEVATION A-2.1

AT D/T AND CREW ROOM PROVIDE METAL

3/4" PLASTIC LAMINATED

CONTINUOS 2x4 WOOD BLOCKINGSECURED TO WALL

PLYWOOD SHELF TO MATCHDECOR (SUPPLIED AND INSTALLED BY GEN. CONTR.)

NOTE: G.C. TO VERIFY LENGTH AND WIDTH OFALL COUNTERS WITH FIELD MEASUREMENTS.

(2) 2x4 WOOD STUDS(ONE AT EACH END.)

3/4" PLYWOOD WITH PLASTICLAMINATE FINISH AT EXPOSEDSURFACES. 2'-6" O.C.

6'-6

" TO

TO

P SHEL

F

3'-0

" AT

D/T

EXP

. CNTR

.

2'-6

" AT

CREW

RM

CNTR

.

2'-1

0" A

T O

FFIC

E CNTR

.

1'-2"

2'-0"

BRACING AT MIDPOINT OR AS REQUIRED.IN OFFICE PROVIDE METAL BRACING 24"FROM END COVERING MWS CART.

NO

.D

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UE

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1 1 1/2"=1'-0"OFFICE DESK DETAIL A-2.2

SERVING AREA / CUSTOMER PICK-UP NOTE (REQUIRED ITEMS):COUNTER TOP: SOLID SURFACE - COORDINATE WITH DECOR DRAWINGS

1. 4 COORDINATED DECORS ARE AVAILABLE FROM THE APPROVED DECOR SUPPLIERS. OTHER OPTIONS ARE AVAILABLE.

QUEUE RAIL: COORDINATE WITH DECOR DRAWINGS.

GENERAL DECOR NOTE:

(REFER TO DIRECTORY OF MANUFACTURERS AND SUPPLIERS)

INTERIOR FINISH MATERIALS LIST

NOTE: ALL INTERIOR FINISHES TO MEET CLASS "C" FLAME SPREAD RATINGSROOM FINISH SCHEDULE

WOMEN'S RESTROOM

MEN'S RESTROOM

DINING AREA

VESTIBULE

ROOM FLOOR BASE REMARKS WALLS CLG.

EXISTING

CLG.HGT.AFF.

PATCH &

NEW ACOUSTICAL TILE 1

REFER TO DECOR

NEW CERAMIC TILEREFER TO DECOR






CORRIDOR REFER TO DECOR

PAINT EX. GYP. BD.

PATCH &PAINT EX. GYP. BD.

REFER TO DECOR REFER TO DECOR

REFER TO DECOR

REFER TO DECOR

REFER TO DECOR

REFER TO DECOR

REFER TO DECOR

NEW ACOUSTICAL TILE 1

PATCH &PAINT EX. GYP. BD.

EXISTING

EXISTING

FLOOR TILE:REFER TO DECOR DRAWINGS(VERIFY SELECTION WITH OWNER PRIOR TO ORDERING)BASE TILE TO BE 6" A.F.F. TYPICAL THROUGHOUT DINING & RESTROOMS.

NEW ACOUSTICAL TILE 1 - DINING AREA AND CORRIDORU.S.G. 24" X 24" X 5/8" OMNI FISSURED SQUARE EDGE TO BE LAID INU.S.G. INTERIORS DONN DXLA EXPOSED PREFINISHED WHITE GRIDSUSPENSION SYSTEM.

NEW ACOUSTICAL TILE 2 - SERVICE AREAU.S.G. 24" X 48" X 5/8" GYPSUM CEILING PANELS #3270 (STIPPLEDESIGN, WASHABLE). TO BE LAID IN AN EXPOSED WHITE ALUMINUM TEEGRID

OFFICE

8'-1"

5'-9

"2'-9

"2'-9

"5'-2

1 2"

PTHD

PT

2'-1"

2'-6

"

1'-4"2'-314"

4'-1

03 4"

C

2'-0

"

1'-9

"

1'-8

"

1'-0" 3'-6"

6"

3'-0

"

1'-0" 3'-6"

6"

3'-0

"

2'-1

11 4"

CLE

AR

STU

D T

OSTU

D

2'-1

11 4"

CLE

AR

STU

D T

OSTU

D

L

NOTE: FOR ALL TILE WORKS REFER TO DECOR DRAWING

17"-19"

6"3'-0"

33"-36"

39" -

41"

1'-6

"6"

1'-6"

1'-3

"AS R

EQ'D

BY

MANUF.

3'-8

"

37" M

AX.

TO B

. O

F D

RYE

R

3'-8

"

37" M

AX.

TO B

. O

F D

RYE

R

1'-0"3'-6"

6"

4'-0

" M

AX.

7" MIN9" MAX.

17"-19"

6" 3'-0"

33"-36"

39" -

41"

1'-6

"

6"

4'-0

" M

AX.

NO

.D

ATE

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P-2P-1

ALL FIXTURES FURNISHED AND INSTALLED AS ADA COMPLIANT.VERIFY ALL REQUIREMENTS WITH MANUFACTURER PRIOR TOORDERING.ALL EXPOSED PIPING UNDER SINK TO BE WRAPPED IN INSULATIONTO PREVENT SCALDING.ALL PLUMBING FIXTURES AND ACCESSORIES TO BE PROVIDED ANDINSTALLED BY G.C. U.N.O.ALL WALL SUPPORTED FIXTURES TO HAVE PLYWOOD BACKING FORADDITIONAL SUPPORT.TOILET FLUSH CONTROLS ARE LOCATED ON THE WIDE SIDE OF THETOILET AND 44" MAX. A.F.F.PLUMBING CONTRACTOR TO PROVIDE & INSTALL HOT & COLDWATER LINES, SANITARY LINES, FLOOR DRAINS, TRAPS FOR FLOORDRAINS, & VENT STACKS AS REQUIRED BY LOCAL AND STATECODES. P.C. TO FIELD VERIFY EXISTING ROUGH IN PLUMBINGLOCATIONS. ALL NEW HOT & COLD WATER LINES TO BE INSTALLEDOVERHEAD.DIMENSIONS SHOWN IN ENLARGED TOILET PLAN ARE ALL CRITICAL.IF ANY DISCREPANCIES OCCUR BETWEEN FIELD CONDITIONS ANDARCHITECTURAL DRAWINGS, G.C. TO NOTIFY ARCHITECT PRIOR TOCONSTRUCTION.INSTALL WASTE RECEPTACLES TO NOT PROJECT 4" FROM THE WALLWITHIN A HEIGHT OF 80" A.F.F.COMPARABLE FIXTURES BY AMERICAN STANDARD, ELJER ANDKOHLER ARE ACCEPTABLETOILET SEATS TO BE CHURCH 9500SSC, KOHLER K-4671-C,OLSONITE #10C OR EQUAL.

A 3/8" = 1'-0"PROPOSED RESTROOM PLAN

3 NTSDETAILS

4 NTSRESTROOM SIGNAGE DETAIL

2 NTSDETAIL

MODEL NUMBER

PLUMBING FIXTURE SCHEDULE

WATER CLOSET - ADA

MARK

P-1

FIXTURE MANUFACTURER

TWO-HANDLE WIDESPREAD LAVATORYFAUCET FOR 8" CENTERS

MODEL NAME VALVE OR FAUCET

N170L-M2WATTS

KOHLER K-4368-B-0

LAVATORIESP-3

TEMPERING VALVEP-4

2010-AP

JOSAM

ZURN

J.R. SMITH

Z-415B-P

30000-50FLOOR DRAINP-5

K-4904-ET-0 BARDONKOHLERURINALSP-2

SOLID SURFACE VANITY WITH INTEGRATED BOWL KOHLERINSTALL TOP OF COUNTER AT 34" FROM FLOOR AS REQ'DTO MEET ADA GUIDELINES. FOLLOW ALL INSTALLATIONREQ'MNTS BY FABRICATOR TO COMPLY W/ ADA REQ'MNTS.

KOHLER SCULPTED SINGLE-HOLE TOUCHLESSDC POWERED, TEMPERATURE MIXER AND 5 3/4" SPOUT

OPTIONAL: KOHLER WIDESPREAD FAUCET (K-13491-4-CP)WATER SAVER 0.5 GPM AERATOR (K-13460-CP)

FURNISHED BY RESTAURANT INTERIORS, INC.

SUBMIT COUNTER AND SINK SHOP DRAWINGS TO ARCHITECT AND OWNER FOR APPROVAL.

K-10666-CP WAVE TOILET 1.28 gpf/4.85lpf RETROFIT FLUSH VALE MANUEL OVERRIDES FLUSHES EVEN IF THE BATTERIES HAVE EXPIERES24-HOUR SENTINEL FLUSH TRAPWAY FRESH

K-10668-CP TOUCHLESS WASHDOWN URINAL 1/8th (0.125)gpf

NOTES: 1. COMPARABLE FIXTURES BY AMERICAN STANDARD, ELJER AND KOHLER ARE ACCEPTABLE.2. TOILET SEATS TO BE CHURCH 9500SSC, KOHLER K-4671-C, OLSONITE 310C OR EQUAL.3. IN SINGLE USE RESTROOMS, ALL FIXTURES MUST BE ADA COMPLIANT.

IF NEW IS REQUIRED BY CODE

ADA RESTROOM SIGNAGE - SEE DETAIL 4 THIS SHEET.

NEW FLOOR DRAINS, REFER TO MEP DRAWINGS FOR CODECOMPLIANCE.

FURNISH AND INSTALL NEW SOLID SURFACE INTEGRATED BOWLVANITY. FOLLOW MANUFACTURER'S GUIDE FOR ADAINSTALLATION.

FURNISH AND INSTALL NEW 2x4 @ 16" O.C. WOOD STUD WALL 12"DUROCK @ BOT. 32" A.F.F. AND 12" MOISTURE RESISTANTGREENBOARD ABOVE.

1

2

3

4

P-1

P-3

P-3

1

1

2

23

3

4

4

A-3.1

HIGHCLIFF

MANUEL OVERRIDES FLUSHES EVEN IF THE BATTERIES HAVE EXPIERES24-HOUR SENTINEL FLUSH TRAPWAY FRESH

A-3.1

D

A

B

C

A-3.1

H

E

F

G

GRAB BAR - 250 LBF. MINIMUM 33" MIN.- 36" MAX. HEIGHT TO THE TOP OF THEGRIPPING SURFACE. BOBRICK WASHROOM EQUIPMENT, INC. PROVIDE THEREQUIRED QUANTITY AND LENGTH AS INDICATED ON THE DRAWINGS OR ASREQUIRED BY THE GOVERNING CODE. THE BAR SHALL 1 1/2" IN DIAMETER ANDMOUNTED WITH 1 1/2" CLEARANCE FROM THE WALL.

WALL MOUNTED SOAP DISPENSER & HAND SANITIZER DISPENSER(36" MAXIMUM HEIGHT) SUPPLIED BY ECOLOB AND INSTALLED BY G.C.

MIRROR (BOTTOM OF REFLECTIVE SURFACE AT 40" MAXIMUM HEIGHT)MODEL B-165-1836 (18"x36") STAINLESS STEEL CHANNEL FRAMEMIRROR WITH THEFT RESISTANT SCREWS BY BOBRICK WASHROOMEQUIPMENT, INC., OR APPROVED EQUIVALENT.

TOILET PAPER HOLDER. 9" TWIN JUMBO MODEL #58250 BY NORTHAMERICAN CORPORATION.

PAPER WASTE RECEPTACLE MODEL B-3644 ASMANUFACTURED BY BOBRICK WASHROOM EQUIPMENT, INC., ORAPPROVED EQUIVALENT. (ROUGH OPENING 16"W, 29 1/4"H, 4"D MIN)

PAPER TOWEL DISPENSER SUPPLIED BY PAPER TOWEL SUPPLIER AND INSTALLEDBY G.C. MODEL: SAN JAMAR # T-1290WS (800) 248-9826 X-113. NOTE:INSTALL SAN JAMAR # T-1490BK AT EACH HANDSINK IN KITCHEN.

BOBRICK COAK HOOK - MODEL B-6717 SATIN FINISH STAINLESS STEEL

ELECTRIC HAND DRYER - XLERATOR MODEL XL-SB WITH ADA COMPLIANTRECESS KIT BY NEWTON DISTRIBUTING COMPANY. FOLLOW MANUFACTUER'SINSTRUCTIONS INSTALL AT 37" A.F.F. TO BOT. OF DRYER

ALL PIPES UNDER LAVS TO BE WRAPPED IN INSULATION.

FURNISH AND INSTALL NEW SOLID SURFACE TOP WITH INTEGRATED BOWL.PROVIDE 1"X1" BRACKETS AS SUPPLIED BY RESTAURANT INTERIORS, INC.ANCHOR INTO NEW WALLS AS REQUIRED BY MANUFACTURER FOR PROPER ADAINSTALLATION. CONTACT STEVE AT 706-253-4755.

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1 NTSDETAIL

A-3.2





EXISTINGDRIVETHRU

WALK-INCOOLERS

OFFICE

EMX

EM

D

EMX EMX

EMX

EMX

EM

EM

EM

EM

D D D D D D D D

G2 G2 G2 G2 G2

EM

G2

G2 G2

G2 G2 G2

G2 G2

G2 G2

NEW KITCHEN LAYOUT BY KES

REFER TO KITCHEN PLAN FOR LAYOUT

G

G

G

G

G

G

G

G

G

G

G G

G

G G

G

G

D D

SOFFIT AND LIGHTSREFER TO DECORDWGS

CIRCULAR SOFFITAND LIGHTS REFERTO DECOR DWGS

NIGHT LIGHT

G2 G2

G

NIGHT LIGHT

NIGHT LIGHT

NIGHT LIGHT NIGHT LIGHT

NIGHT LIGHT

NEW HOOD

NEW FRY HOOD

EXISTINGOFFICE

EXISTINGCAN WASH

EXISTINGWALK-INCOOLER /FREEZER

EXISTINGSTORAGE

EXISTINGVESTIBULE

EXISTINGVESTIBULE

H.W.H.

EXISTINGMOPSINK

EXISTINGDRIVETHRU

EXISTINGVESTIBULE





EXISTINGFRY HO0DTO BEREMOVE

EXISTINGDRIVETHRU

EXISTINGSODADISPENSERS

EXISTINGBROILERHO0D TOBE REMOVE

EMX

EMX

EMX

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FLUSH TYPE

SYMBOL DESCRIPTION

CEILING SYMBOLS

EXHAUST FAN DIFFUSER

GENERAL NOTES

3

2

1 INSTALL NEW ACOUSTICAL CEILING TILES AND GRID TYP.

INSTALL NEW LIGHT FIXTURES TYP. REFER TO ELEC DWGS

INSTALL NEW TOILET ROOM EXHAUST FAN DIFFUSERS AND RETURNGRILLES. REFER TO MECH DRAWINGS.

REMOVE AND RE-ROUTE EXISTING DUCT RUNS. REFER TO MECHDRAWINGS

NEW EMERGENCY LIGHT OR EXIT SIGN TO BE REPLACED

EXISTING SOFFIT LIGHTS TO REMAIN. G.C. TO RE-LAMP AND INSTALL NEWLENS.

EXISTING EXIT SIGN TO BE REMOVED.

INSTALL NEW SPEAKERS.

REMOVE EXISTING BOX BEAMS.

REMOVE EXISTING CEILING AND HVAC SYSTEM THROUGHOUT. REFER TOMECHANICAL DWGS.

INSTALL NEW DRYWALL CEILING IN VESTIBULE AREA. REFER TO DECOR

4

5

6

KEYED NOTES

EXISTING SUPPLY GRILL WHERE SHOWN.

NEW RETURN GRILL WHERE SHOWN IN DINING ANDSERVICE AREAS. PROVIDE METALAIRE CC5RETURN GRILL MOUNTED TO CEILING GRIDSYSTEM. FRAME AND FACE BLADES SHALL HAVEBAKED ENAMEL OFF-WHITE FINISH.

7

2 1/4"=1'-0"PROPOSED CEILING PLAN

1 1/4"=1'-0"EXISTING CEILING PLAN A-4.0

1 2 8

8

2 3

2 3

2

9 10

9

7

10

4

5

55

5

11

11

NOTE:G.C. TO REPAIR ROOF WHERE EXISTING EXH FANS WAS REMOVE.REFER TO KITCHEN LAYOUT AND MECHANICAL DWGS FOR DETAILS

6

6

5

5

5

5

5

1 2 8

EXISTINGCONC. SLABTO REMAIN.NO CHANGE.

EXISTING CONC. FOUNDATIONSYSTEM TO REMAIN. NOCHANGE.

+0'-0"T/ FINISH FLOOR

+10'-105/8"T/ STEEL

+15'-5"T/ PARAPET

REMOVE EXISTINGTRANSOM &SIDELIGHT

EXISTING MANSARDROOF TO BEREMOVED IN ITSENTIRETY. REFER TOSTRUCTURALDRAWINGS.

EXISTINGCEILING ANDBOX BEAM TOBE REMOVED

EXISTINGSTOREFRONTWINDOW TO BEREMOVED

EXISTING ROOFSTRUCTURE TO REMAIN.REFER TO STRUCTURALDRAWINGS FOR ANYMODIFICATIONS.

EXISTING LIGHTBAND TO BEREMOVED IN ITSENTIRETY.



+10'-10 5/8"T/ STEEL

+18'-7 1/2"T/ PLATE

NEW ACOUSTICALCEILING PANEL

NEW STOREFRONT WINDOWTO MATCH EXISTING

EXISTING ROOF STRUCTURETO REMAIN. REFER TOSTRUCTURAL DRAWINGSFOR ANY MODIFICATIONS.

EXISTING CONC.SLAB TO REMAIN.NO CHANGE.

NEW TRANSOM TO MATCHEXISTING SIDELIGHT HEIGHT

2'-0"

2x6 CEILING JOISTS @ 16"O.C.

58" GYP. BOARD

3-5/8" METAL STUDS@16" O.C.

NEW 2X KICKERANCHORED TOEXISTING METALDECK .

ROOF MEMBRANE OVER 58"EXTERIOR GRADE PLYWOOD

NEW ALUM. CANOPY SYSTEMSUPPLIED AND INSTALLED BYAPPROVED CANOPY SUPPLIER(INCLUDING P6 LIGHT FIXTURE)

NICHIHA FIBER CEMENT LAPSIDING OVER WEATHER BARRIER.REFER TO EXT. ELEVATIONS.CONTRACTOR TO INSTALL PANELSIN STRICT ACCORDANCE WITHMANUFACTURER'S REQUIREMENTSINCLUDING BUILDING WRAP,FLASHING, AND ANY ADDITIONALREQUIREMENTS.

NO. 15, TYPE I, ASPHALTSATURATED FELT, ASTM D 226WEATHER RESISTANT BARRIER(WRB).

NEW METAL FRAMING FORPORTICO ELEMENT. REFER TOSTRUCTURAL DRAWINGS FORFRAMING REQUIREMENTS.

PROVIDE FLASHING AND SEALANTBEHIND NICHIHA FIBER CEMENTSIDING AND OVER EXISTINGSTOREFRONT SYSTEM.

R-38 BATT. INSULATION W/ KRAFTFACE INSULATION INSTALLED ONINTERIOR SIDE

EXISTING DRYWALLCEILING TO BEREMOVED

10"16 GA. MTL STUDS@ 16" O.C. PROVIDE ADD'LSTUDS 10" APART AT CANOPYTIE RODS. REFER TO DET. 3-S2.0

3-5/8" METAL STUDS@16" O.C. BRACESAT EACH STUD

58" TH PLYWOOD SHEATHING

OVER 358" 16 GA @ 16" O.C.

CERAMIC TILE ON 12"CEMENT BOARD

EXISTING BRICKVENEERTO REMAIN

EXISTINGSTOREFRONT DOORTO BE REMOVE NEW ALUMSTOREFRONT DOOR

& SIDEKIGHT

DINING AREADINING AREA

VESTIBULE VESTIBULE


+10'-10 5/8"T/ STEEL

+15'-7 1-2"T/ NEW LIGHT BAND

EXISTING CEILING TO BEREMOVED AND REPLACEWITH NEW. REFER TOLIGHTING PLAN.


EXISTING ROOF STRUCTURETO REMAIN. REFER TOSTRUCTURAL DRAWINGSFOR ANY MODIFICATIONS.

NEW STANDING SEAM METALROOF BY FIRESTONE UNA-CLADUC-4 PRODUCT. INSTALLATIONTO BE IN FULL COMPLIANCE WITHMANUFACTURER'S INSTALLREQUIREMENTS.

12" THICK POUREDCONCRETE TRENCHFOUNDATION



MATC

H E

XISTI

NG

1'-0"

EXISTING CONC.FOUNDATIONSYSTEM TO REMAIN.NO CHANGE.

3 58" METAL STUD WALL@ 16" O.C.

12" EXTERIOR GRADE PLYWOOD

R-13 BATT. INSULATION W/ KRAFTFACE INSULATION INSTALLED ONINTERIOR SIDE OF WALL

58" DRYWALL WITH FRP FINISH

FINISH GRADE

2" THICK PERIMITERINSULATION 4'-0" LONGMIN.

4"

NEW CONC SLAB.REFER TO STRUCTUREDWGS.

12" EXPANSION JOINT

NICHIHA FIBER CEMENT PANELSTO START AT LEAST 4" FROMGRADE. PROVIDE 4" TRIM PIECE ATBASE OF WALL.

ANCHOR TOP CHANNEL INTOEXISTING WOOD FRAMING

EXISTING STRUCTURE TO REMIAN

PROVIDE NEW SUPPORT.REFER TO DET. 7/S2.0

7'-0

" NEW

WALL

OPE

NIN

G

REMOVE ENTIRE BRICKAT NEW WALL OPENING

12" EXPANSION JOINT

PROVIDE INSUL IN BETWEENEXTIST TRUSS WITH 158"FURRING STRIPS @ 16" O.C.AND 58" TH DRYWALLCEILING

INSTALL CORNER BEADABOVE OPENING

REMOVE SOFFIT WITHINNEW DRIVE-THRU AREA

EXIST KITCHENNEW DRIVE-THRU

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1 3/4" =1'-0"EXISTING SOUTH WALL VESTIBULE SECTION 2 3/4"=1'-0"

PROPOSED SOUTH WALL VESTIBULE SECTION 3 3/4"=1'-0"PROPOSED SOUTH WALL VESTIBULE SECTION

A-6.0

S1.0

5

S2.0

8

S1.0

2

S2.0

7


EXISTINGCONC.FOUNDATIONSYSTEM TOREMAIN. NOCHANGE.


+10'-10 5/8"T/ STEEL

+15'-5"T/ PARAPET

EXISTING LIGHT BAND TO BEREMOVED IN ITS ENTIRETY.

EXISTING MANSARD ROOF TO BEREMOVED IN ITS ENTIRETY. REFERTO STRUCTURAL DRAWINGS.

EXISTING ROOFSTRUCTURE TOREMAIN. REFER TOSTRUCTURALDRAWINGS FOR ANYMODIFICATIONS.

EXISTING CEILINGAND BOX BEAM TOBE REMOVED

EXISTINGSTOREFRONTWINDOW TOBEREMOVED

EXISTINGWALL TO BEREMOVED

EXISTING ENTRY DOORTO BE REMOVED

EXISTING TRANSOM TOBE REMOVED

EXISTING CONC. SLAB TOREMAIN. NO CHANGE.



+10'-10 5/8"T/ STEEL

EXISTING ROOF STRUCTURE TOREMAIN. REFER TO STRUCTURALDRAWINGS FOR ANYMODIFICATIONS.

EXISTING CONC.FOUNDATIONSYSTEM TO BEREMOVED IN THISAREA ONLY

NEW ACOUSTICALCEILING PANEL

NEW STEEL ANGLEWELDED TO EXISTINGSTEEL BEAM

NEW 2X KICKER ANCHORED TOEXISTING METAL DECK .

ROOF MEMBRANE OVER 58"EXTERIOR GRADE PLYWOOD


MIN. 1 1/4" OVERLAP TYPICAL ALLLOCATIONS AROUND BUILDING.


NEW METAL FRAMING FORPORTICO ELEMENT. REFER TOSTRUCTURAL DRAWINGS FORFRAMING REQUIREMENTS.

2'-0"


PROVIDE FLASHING AND SEALANTBEHIND NICHIHA FIBER CEMENTSIDING AND OVER EXISTINGSTOREFRONT SYSTEM.

EXISTING CONC.FOUNDATIONSYSTEM TOREMAIN. NOCHANGE.


+10'-10 5/8"T/ STEEL

+15'-7 1/2"T/ NEW LIGHT BAND


EXISTING ALUM. STOREFRONTTO REMAIN.

PROVIDE FLASHING AND SEALANTBEHIND NICHIHA FIBER CEMENTPANELS AND OVER EXISTINGSTOREFRONT SYSTEM.

EXISTING MASONRYVENEER TO BEREPAINTED.

PROVIDE NEW BK APPROVEDLIGHT BAND WITH NEW PAINTEDMETAL COPING.

EXISTING ROOF STRUCTURE TOREMAIN. REFER TO STRUCTURALDRAWINGS FOR ANYMODIFICATIONS.

NICHIHA FIBER CEMENT PANELSOVER BUILDING WRAP. REFER TOEXT. ELEVATIONS. CONTRACTOR TOINSTALL PANELS IN STRICTACCORDANCE WITHMANUFACTURER'S REQUIREMENTSINCLUDING BUILDING WRAP,FLASHING, AND ANY ADDITIONALREQUIREMENTS.

EXISTINGCONC. SLABTO REMAIN.NO CHANGE.

+18'-7 1/2"T/ PLATE

NEWACOUSTICALCEILINGPANEL

3-5/8" METAL STUDS@16" O.C. BOLTED TONEW STEEL ANGLE



+10'-10 5/8"T/ STEEL

+15'-5"T/ PARAPET

EXISTING LIGHT BANDTO BE REMOVED IN ITSENTIRETY.

EXISTING MANSARDROOF TO BE REMOVEDIN ITS ENTIRETY. REFERTO STRUCTURALDRAWINGS.

EXISTING CEILINGAND BOX BEAM TOBE REMOVED


EXISTING ROOFSTRUCTURE TOREMAIN. REFER TOSTRUCTURALDRAWINGS FOR ANYMODIFICATIONS.

EXISTING DRYWALLCEILING TO BEREMOVED

3'-10"

STEEL ROD SUPPORTREFER TO DET 3/S2.0

EXISTINGMASONRY VENEERTO BE REPAINTED.

DINING AREADINING AREADINING AREADINING AREA

PROVIDE PTBLOCKING AT RECESS

EXISTING BRICKVENEER TO REMAINRE-PAINTED

EXISTING COLUMNTO REMAIN

PROVIDE NICHIHAPANEL ANCHORED TOBLOCKING FLUSH W/BRICK.

NOTE:PROVIDE CAULK ATJOINTS BETWEENBRICK AND PANEL

EXISTING PAINTEDCEDAR TO REMAIN


EXISTING BRICKVENEER TO REMAIN



PROVIDE CAULK ATJOINTS BETWEENBRICK AND PANEL


PROVIDE CAULK ATJOINTS BETWEENBRICK AND PANEL

EXISTING WINDOWTO REMAIN





EXISTING BRICKVENEER TO REMAIN


NEW DRIVE-THRU

NICHIHA FIBER CEMENT LAP SIDING OVERWEATHER BARRIER. REFER TO EXT.ELEVATIONS. CONTRACTOR TO INSTALLPANELS IN STRICT ACCORDANCE WITHMANUFACTURER'S REQUIREMENTS INCLUDINGBUILDING WRAP, FLASHING, AND ANYADDITIONAL REQUIREMENTS.



PROVIDE 2" FURRING ATEXISTING EXPOSED BRICKPROVIDE BLOCKING AS SHOWN


NOTE:PROVIDE CAULK ATJOINTS BETWEENBRICK AND PANEL

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1 3/4" =1'-0"EXISTING EAST VESTIBULE WALL SECTION 2 3/4" =1'-0"

PROPOSED EAST VESTIBULE WALL SECTION 4 3/4"=1'-0"PROPOSED EAST WALL SECTION 3 3/4"=1'-0"

EXISTING EAST WALL

A-6.15 1" =1'-0"DETAIL 6 1" =1'-0"DETAIL4 1" =1'-0"DETAIL 7 1" =1'-0"DETAIL

S2.0

8

S2.0

6

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DOOR NOTES:

1. DOOR HARDWARE SHALL BE CAPABLE OF OPERATION WITH THE USE OF ONE (1) HAND ANDSHALL NOT REQUIRE TIGHT PINCHING, TIGHT GRASPING OR TWISTING OF THE WRIST TOOPERATE. THUMBTURN DEADBOLTS ARE PROHIBITED; LEVER OR PADDLE DEADBOLT RELEASESARE ACCEPTABLE. DOOR THRESHOLD SHALL NOT EXCEED ONE-HALF INCH (1/2") IN HEIGHT,THRESHOLDS EXCEEDING ONE QUARTER INCH (1/4") IN HEIGHT SHALL HAVE A 1:2 BEVEL.DOOR CLOSERS SHALL MEET OPENING FORCE AND SWEEP PERIOD REQUIREMENTS.

2. ALL DOORS TO COMPLY WITH THE MAXIMUM DOOR OPENING FORCE AS DETERMINED BYTHE ADAAG.

EXTERIOR DOOR: 8.5 lbf INTERIOR DOOR: 5 lbf

3. ALL INTERIOR DOORS TO HAVE A MAXIMUM FORCE FOR PUSHING OR PULLING OF 5 LB.MAINTAIN A SWEEP PERIOD OF 5 SECONDS MIN. FROM AN OPEN POSITION OF 90 DEGREESTO A POINT 12 DEGREES FROM THE LATCH.

4. ALL EXTERIOR DOORS TO HAVE A MAXIMUM FORCE FOR PUSHING OR PULLING OF 8.5 LB.MAINTAIN A SWEEP PERIOD OF 5 SECONDS MIN. FROM AN OPEN POSITION OF 90 DEGREESTO A POINT 12 DEGREES FROM THE LATCH.

5. ALL HARDWARE IS TO BE 30" TO 40" A.F.F. TO CENTER OF HARDWARE.

CONTRACTOR DOOR NOTES

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A-9.1

SECTION 01009 - APPROVED EQUALS

SECTION 01008 - CLEANING

SECTION 01007 - CUTTING & PATCHING

SECTION 01006 - TEMPORARY FACILITIES

SECTION 01002 - MATERIAL, LABOR, APPLIANCES

SECTION 01003 - LOCATION AND GRADE

SECTION 01005 - SUPERVISOR

SECTION 01004 - PROTECTION OF WORK AND PROPERTY

SECTION 01001 - PLANS AND SPECIFICATIONS

SECTION 01000 - CODES, PERMITS, AND SAFETY

SPECIFICATIONS:DIVISION 1 - GENERAL

N/A

DIVISION 2 - 5

SECTION 08800 - GLAZING

SECTION 08110 - STEEL DOORS AND FRAMES

DIVISION 8 - DOOR AND WINDOWS

SECTION 08705 - DOOR HARDWARE

SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS

N/A

DIVISION 6 - WOODSECTION 06100 - ROUGH CARPENTRY

SECTION 06200 - FINISH CARPENTRY

N/A

DIVISION 15-16 PLUMB., MECH., & ELEC.

DIVISION 10 - SPECIALTIESSECTION 10800 - TOILET ACCESSORIES

DIVISION 11 - 14

SECTION 09900 - PAINTING

SECTION 09511 - SUSPENDED ACOUSTICAL CEILINGS

SECTION 09260 - GYPSUM WALL BOARD SYSTEMS

DIVISION 9 - FINISHES

A. All portions of the work, including plumbing, mechanical, and electricalwork shall be performed in full compliance with all applicable city, county, stateand national codes. The General Contractor shall be responsible for obtainingthe necessary certificates required from the local building inpsector. TheGeneral Contractor shall be responsible for the safety of all people on or nearthe construction site during the construction period. Implementation of allnecessary and prudent safety precautions shall be the full responsibility of theGeneral Contractor. Methods of construction and erection of materials andassemblies shall be the contractor's responsibility.

A. These specifications and the accompanying drawings are intended todescribe and provide for a finished piece of work. They are intended to becooperative, and what is called for by either shall be as binding as if called forby both. The Contractor shall understand that the work herein described shallbe complete in every detail, not withstanding every item necessarily involved isnot specifically mentioned, and the Contractor will be held to provide all laborand materials necessary for the entire completion of the work intended to bedesired, and shall not avail himself of any manifestly unintentional error oremission should such exist. Should any error or inconsistency appear in thedrawings or specifications, the Contractor, before proceeding with the work,shall make mention of the same to the Owner's Project Manager in writing forproper adjustment, and in no case shall he proceed with the work inuncertainty.B. Titles to chapters and paragraphs in these Specifications are indicatedmerely for convenience and shall not be construed as a correct or completesegregation of the several units of materials and labor. No responsibility, eitherdirect of implied, is assumed by the Owner for omissions or duplications by theContractor or his Subcontractors, due to real or alleged error in arrangement ofmatter in these Specifications.C. It shall be the duty of the Contractor to verify all dimensions given on thedrawings and to report any errors or inconsistencies to the Owner's ProjectManager before commencing the work. In submitting a proposal, it will beconstrued by the Owner that the bidder has examined and familiarized himselfwith the site and has carefully checked all the details and assured himself thatthey conform in every respect with both local and state requirements.Ignorance or failure on the part of the Contractor or Subcontractor to examineor familiarize themselves with the site will not be accepted as an excuse forclaims to extra or additional payment above contract price.D. The Owner's Project Manager shall within a reasonable time make decisionson all points brought up by the Contractor, on matters relating to theinterpretation of the plans, the specifications and the execution, and theprogress of the work.E. Should any dispute arise as to the quality or fitness of materials orworkmanship or interpretation of the plans and specifications, the decisionshall rest with the Owner's Project Manager and shall be based on therequirements that all work done and all materials furnished shall be in strictaccordance with the plans and specifications and what is usual, customary, andstandard practice in erecting buildings of similar type.F. Where necessary for field work, or proper interpretation of the general plansand specifications, the Contractor shall submit with such promptness as tocause no delay in his or any other Contractor's work, three copies of amplifieddetails and schedules for the approval of the Owner's Project Manager and shallfurnish the Project Manager three copies of the final details, one to be returnedto the Contractor approved and two to remain in the Project Manager's files.G. Figured dimensions and detailed drawings shall be followed in preference toscaled measurements. In case of any doubt on the part of the Contractor as tothe exact meaning of the drawings and these specifications, he shall apply tothe Owner's Project Manager for an interpretation before proceeding with hiswork.H. Should discrepancies appear among the contract documents, the Contractorshall request an interpretation from the Owner's Project Manager beforeproceeding with the work. If the contractor fails to make such request, noexcuse will thereafter be entertained for failure to carry out work in therequired manner or provide required guarantees, warranties, or bonds. Shouldconflict occur in or between drawings and specifications, Contractor is deemedto have estimated on better quality and larger quantity of work, unless he shallhave requested and obtained written decision from the Owner's ProjectManager before submission of bid as to which method or materials will berequired.I. The Contractor shall carefully study and compare all drawings, specifications,other instructions. Where dimensions are governed by existing conditions orby conditions already established, Contractor shall take actual measurementshimself and shall report in writing to the Owner's Project Manager, forexplanation or adjustment, any errors, disagreements or inconsistencies in thedrawings and specifications or figured dimensions of the drawings which mayexist or appear to exist, before proceeding to execute that part of the workaffected. Thereby, this field verification shall be done within ten days of thereceipt of the drawings, specifications and instructions. Failure to do so shallconstitute a waiver of all right to or claim for extra work on such account.J. No deviation from specifications, drawings or instructions shall be madewithout written authorization by the Owner's Project Manager.

A. Unless otherwise stipulated, the Contractor shall provide and pay for allmaterials, labor, water, tools, equipment, light and power, transportation andother facilities necessary for the execution of the work.B. Unless otherwise specified, all materials shall be new and both workmanshipand materials shall be the best of these respective kinds. The Contractor shall,if required, furnish satisfactory evidence as to the kind and quality of materials.C. Only skilled, thoroughly trained and experienced foremen and workmenshall be employed on the work, and when required by the Owner, theContractor shall discharge and shall not re-employ on the work, any personwho commits trespass, or who is in the opinion of the Owner, disorderly,dangerous, insubordinate, incompetent, or otherwise objectionable, nor shallhe employ any person who has been discharged by another Contractor uponthe order of the Owner's Project Manager.D. Unless otherwise stipulated, no allowance or compensation whatsoevershall be due or paid to the Contractor for any temporary roads, excavations,embankments, or other work or structures that he may make to facilitate hiswork, nor for any construction plant, tools or equipment which may be requiredin the performance of the work.E. All work and materials delivered on the premises shall be intended to formpart of the work and shall not be removed without consent of the Owner. TheContractor shall have the right to remove all surplus materials after thecompletion of all work included in his Contract.F. It shall be the duty of the General Contractor to see that all Subcontractorsare fully informed in regard to the general conditions and preliminaryspecifications.

A. The exact property lines, corner monuments and grades set by the Owner'ssurveyor will be furnished to the Contractor, and all precautions shall be takenby the Contractor to preserve same. If any are displaced, lost or disturbedthrough the act or neglect of the Contractor or his agents or employees, heshall pay for cost of restoration.B. The relation of the building to the lot lines and established city grades shallbe as shown on the drawings. The Contractor shall accurately lay out his workon the ground according to the drawings furnished, and will be held responsiblefor the correct location of all work on the premises.

A. The Contractor shall be responsible for all violations of city ordinances andstate laws involved in the performance of his work; for obstruction of Streets,side-walks, alleys and pavements and shall in all cases make good any damageto any streets, sidewalks, alleys and pavements.B. Contractor shall use every precaution to brace and otherwise support andsecure the structural frame, walls, floors and roof during the construction ofthe work; and shall provide during the progress of his work every and allsafeguards and protection against accidents, injury and damage to persons andproperty including adjoining property.C. The Contractor shall be responsible for his work and every part thereof, andfor all materials, tools, appliances and property of every description used inconnection therewith.

A. The Contractor shall give personal supervision to the work, using his bestskill and attention, and shall keep a competent Foreman and necessaryassistants constantly on the jobsite. The Foreman shall be the personalrepresentative of the Contractor and all directions given by him shall be asbinding as if given by the Contractor. Communication delivered to the Foremanby Owner's Project Manager shall be as binding as if delivered to theContractor.B. The contractor shall layout all work and shall be responsible for allmeasurements and dimensions.

A. TRAILER: Contractor shall at his own expense provide such temporarytrailers, offices, and sheds for storing of cement, tools, etc., with necessarytelephones, heat, etc., all of which are to be removed by him at the completionof the job.B. TEMPORARY TOILET FACILITIES: As conditions require, and in accordancewith state and local regulation, the Contractor at his own expense shall installtemporary toilet facilities for the use of his employees. These toilet facilitiesmust be placed at suitable points, enclosed against weather, maintained inproper condition, disinfected, and at completion of the job cleaned out andremoved from the premises.C. TEMPORARY ELECTRICAL SERVICES: General Contractor, without cost toBurger King or Subcontractors, shall provide and maintain all temporaryelectrical services for any or all Contractors, for use of apparatus, lights, or toolsto facilitate the completion of the building. (See SECTION 16000, BasicElectrical Requirements.)D. TEMPORARY HEAT: In the event that temporary heat during freezingweather is necessary, this Contractor shall provide for and include same in hisbid, or make necessary arrangements with the several Subcontractors requiringtemporary heat to provide for and include same in their bids. He shall makesure that proper fuels and apparatus are furnished and installed with flue pipesto the outside of the building, and that the fuels are properly housed.Installation shall be such as to in no way damage any of the finished work orwork in progress. In event of any damage resulting from improper heatingarrangements, same shall be corrected at the expense of Contractor. If storeHVAC system is used, filters must be changed.

A. Each Contractor shall leave all chases, holes or openings in walls andpartitions straight, true and of proper size, in his own work or cut same inexisting work as may be necessary for the proper installation of his own oranother Contractor's work. Each Contractor shall coordinate with the GeneralContractor regarding proper location and size of same. In case of his failure toleave or cut same in the proper place, he shall cut them afterwards at his ownexpense. No excessive cutting will be permitted, nor shall any structuralmembers be cut.B. After all work has been installed in chases, holes or openings, eachContractor shall carefully fit around, close up, repair, patch and point up sameas directed, to the complete satisfaction of the Owner's Project Manager. Allwork shall be done with proper tools and by the skilled workmen who arethoroughly trained and experienced in the particular trade to which such workbelongs, and shall be done without extra charge to the Owner.

A. The Contractor shall at times keep the premises free from accumulations ofwaste and flammable material or rubbish caused by his employees or othersduring the progress of the work. At the completion of the work and before finalacceptance, the Contractor shall, at his own expense, clear away and removefrom the premises and from public and private roads all plant debris, rubbish,tools, scaffolding, surplus materials, and excess excavated materials due to hisoperations, and shall leave the premises and the work in perfect order andrepair, and the building broom clean and ready to use.

A. Throughout these specifications a manufacturer, model number, color,finish, etc. has been used. These are to be used as a guide to quality and designstandards and equal products may be substituted but ONLY aftersubstitutions are submitted to the owner and the owner approves substitutionsin writing. Do not order any materials/products until written approval is given.All unapproved materials/products used will be removed and replaced atcontractors own expense.

PART 1 GENERAL1.01 SECTION INCLUDESA. Wood, nails, bolts, screws, framing anchors, galvanized metal connectors,and other rough hardware, and other items required for rough carpentry asshown on the drawings, specified herein, and needed for a complete andproper installation.1.02 QUALITY ASSURANCEA. Perform Work in accordance with the following agencies:1. Lumber Grading Agency: Certified by ALSC.2. Plywood Grading Agency: Certified by APA.

PART 2PRODUCTS2.01 LUMBER MATERIALSA. Lumber Grading Rules: SPIB, WCLIB, WWPA. Framing lumber shall be SYP #2or Douglas Fir #1B. Sill Plate: Pressure treated.2.02 SHEATHING MATERIALSA. Roof Sheathing: APA Rated Sheathing, Span Rating; Exposure DurabilityB. Wall Sheathing: 5/8" Exterior grade gypsum board.2.03 ACCESSORIESA. Fasteners: Galvanized steel for exterior, high humidity, and treated woodlocations, plain finish elsewhere.B. Sill Gasket on Top of Foundation Wall: Plate width, closed cell foam glassfiber strip.C. Sill Flashing: Polyethylene sheet or galvanized steel.D. Building Paper: 30 pound asphalt felt, air infiltration barrier.E. Termite Shield: Plastic.2.04 WOOD TREATMENTA. Wood Preservative Pressure Treatment: Using water borne preservativewith 0.25 percent retainage.

PART 3 EXECUTION3.01 FRAMINGA. Erect wood framing members in accordance with applicable code. Placemembers level and plumb with tight joints. Place horizontal members crownside up.3.02 SHEATHINGA. Secure wall sheathing with ends staggered, over firm bearing.B. Use sheathing clips between sheets between roof framing members.

END OF SECTION

PART 1 GENERAL1.01 SECTION INCLUDESA. Finish carpentry items, other than shop prefabricated casework; hardwareand attachment accessories.1.02 QUALITY ASSURANCEA. Perform work in accordance with AWI custom quality.1.03 REGULATORY REQUIREMENTSA. Conform to applicable code for fire retardant requirements.

PART 2 PRODUCTS2.01 LUMBER MATERIALSA. Softwood Lumber: Grade 1 Custom - Grade in accordance with AWI.B. Hardwood Lumber: Grade 1 Custom - Graded in accordance with AWI.2.02 SHEET MATERIALSA. Softwood Plywood: Graded in accordance with AWI.B. Hardwood Plywood: Graded in accordance with AWI.C. Wood Particleboard: ANSI Type ; AWI standard, composed of wood chipsmade with waterproof resin binders, sanded faces.2.03 FINISH MATERIALSA. Plastic Laminates: NEMA LD 3; 0.040 inch General Purpose quality; color andfinish as shown on drawings.2.04 ACCESSORIESA. Fasteners: Size and shape to suit application; galvanized steel for exterior,high humidity and treated wood locations, plain finish elsewhere.B. Contact Adhesives: Solvent Release type.

PART 3 EXECUTION3.01 EXAMINATION AND PREPARATIONA. Prime paint surfaces of items or assemblies in contact with cementitiousmaterials, before installation.3.02 INSTALLATION A. Install work in accordance with AWI Custom QualityStandard.B. Set and secure materials and components in place, plumb and level.C. Install trim with nails.D. Install prefinished paneling with nails wall adhesive by the bead method.E. Apply plastic laminate finishes with adhesive over entire surface as perlaminate manufacturer's specifications.F. Install hardware in accordance with manufacturer's instructions.3.03 PREPARATION FOR FINISHA. Sand work smooth and set exposed fasteners. Apply wood filler in exposedfastener indentations.B. Site Finishing: Refer to SECTION 09900.END OF SECTION

PART 1 GENERAL1.01 SECTION INCLUDESA. Steel doors and frames1.02 QUALITY ASSURANCEA. Conform to the following:1. SDI-100 - Standard Steel Doors and Frames.2. DHI - Door Hardware Institute - The Installation of Commercial Steel Doors and SteelFrames, and Builder's Hardware.3. Handicapped: ANSI A117.1 and Americans with Disabilities Act of 1990.

PART 2 PRODUCTS2.01 DOORS AND FRAMESA. Exterior Doors: SDI-100 Grade II Model 2.B. Exterior Frames: 14 gauge thick material, core thickness.C. Interior Frames: 16 gauge thick material, core thickness.D. Door Core: Mineral fiberboard steel channel grid vertical steel stiffeners.2.02 ACCESSORIESA. Silencers: Resilient rubber.B. Removable Stops: Rolled steel channel shape.2.03 FABRICATION - DOORSA. Fabricate doors with hardware reinforcement welded in place.B. Close top and bottom edge of exterior doors with inverted steel channel closure. Seal jointswatertight.2.04 FABRICATION - FRAMESA. Fabricate frames for knock down field assembly.B. Fabricate frames with hardware reinforcement plates welded in place. Provide mortarguard boxes.C. Prepare frame for silencers and install.D. Fabricate frames to suit masonry wall coursing with 4 inch head member.2.05 FINISHA. Steel Sheet: Galvanized to ASTM A525 B. Primer: Air dried or baked.

PART 3 EXECUTION 3.01 INSTALLATIONA. Install doors and frames in accordance with ANSI/SDI- 100.B. Coordinate installation of doors and frames with installation of hardware specified inSECTION 08710 and hardware schedule on drawings.C. Coordinate with masonry and wallboard wall construction for frame anchor placement.END OF SECTION

PART 1GENERAL 1.01 SECTION INCLUDESA. Hardware for hollow steel, metal, and aluminum doors.B. Thresholds, weatherstripping, seals, and door gaskets.1.02 QUALITY ASSURANCEA. Perform Work in accordance with ANSI A117.1 - Specifications for MakingBuildings and Facilities Accessible to and Usable by the Physically Challengedand the Americans with current Disabilities Act.1.03 COORDINATIONA. Coordinate work of this section with other directly affected sectionsrequiring any integral reinforcement for door hardware.1.04 DELIVERY, STORAGE, AND HANDLINGA. Package hardware items individually. Label and identify package with dooropening code to match schedule.

PART 2 PRODUCTS2.01 KEYINGA. Door Locks: Grand master keyed. Include control keying with removablecore cylinders.B. Supply two (2) change keys for each lock and

no. 1322 erie ave. sheboygan, wi 53081 … 1986 sheboygan wi... · electrical wisconsin commercial...

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