BWZARCHITECTS

100 S. Baldwin St., Suite 306 Madison, Wisconsin 53703 608-316-6106 www.bwzarchitects.com

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nS

tate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:

No.

She

et T

itle:

Description:

Consultant:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in42

0 N

. Par

k S

t.M

adis

on, W

isco

nsin

537

06

19J1G

BD

10/30/2020

Cha

dbou

rne

Res

iden

ce H

all

Consultant:

Architect:

G100

TITL

E S

HE

ET

Consultant:

Thunderbird Engineering, Inc.1651 John Q Hammons Drive, Suite 101

Middleton, WI 53563 Phone: 608.820.1201

7601 Ganser Way Suite 202Madison, WI 53719Phone: (608) 416-1041

WORKAREA

DN

DN

DNRAMP PA

RK

STR

EE

T

UNIVERSITY AVENUE

LOADING ZONE

BUS STOP

ACCESSIBLE ROUTE

LOADING ZONE

RAMP

RAMP

1

2

23

1

6

5

43

5"

DN

RHETA'S MARKET

CHADBOURNERESIDENCE

HALLBARNARD HALL

LOADING DOCK

CONTRACTOR ACCESS

30 YD DUMPSTERLOCATION

N

NNOT TO SCALE

LOCATION MAP

0 30' 60'SCALE: 1" = 30'1 SITE PLAN

DFDM Project # 19J1G

OWNER:STATE OF WISCONSIN

DEPARTMENT OF ADMINISTRATIONDIVISION OF FACILITIES DEVELOPMENT & MANAGEMENT

STATE OF WISCONSIN ADMINISTRATION BUILDING -7TH FLOOR

101 EAST WILSON STREET - PO BOX 7866MADISON, WISCONSIN 53707

BWZ Architects, Inc.

Thunderbird Engineering, Inc.

Madison, WI 608-316-6106

Middleton, WI 608-820-1201Mechanical, Electrical, Plumbing & FP

Architecture & Management

RHETA'S MARKET DISHROOM RENOVATION

UNIVERSITY OF WISCONSIN - MADISONMADISON, WISCONSIN

CHADBOURNE RESIDENCE HALL

DC Engineering Madison, WI 608-416-1041Structural

RHETA'S MARKETCHADBOURNERESIDENCE HALL

SHEET INDEXG100 TITLE SHEETG200 GENERAL NOTES

A100 DEMOLITION PLANSA101 BUILDING AND ROOM PLANSA102 SECTIONS, ELEVATIONS, AND SCHEDULES

S100 FRAMING PLAN, DETAILS, STRUCTURAL INDEX, LEGENDS, AND SPECIFICATIONS

FS100 FOODSERVICE - LAYOUT AND MEP SCHEDULEFS200 FOODSERVICE - PLUMBING ROUGH-INSFS300 FOODSERVICE - ELECTRICAL ROUGH-INSFS400 FOODSERVICE - BI LINE SHOP DRAWINGFS500 FOODSERVICE - BI LINE SHOP DRAWINGFS600 FOODSERVICE - BI LINE SHOP DRAWINGFS700 FOODSERVICE - CHAMPION SHOP DRAWING

P000 COVER SHEET - PLUMBINGP100 FOODSERVICE - LAYOUT - DEMOLITION - PLUMBINGP200 FOODSERVICE - LAYOUT - NEW WORK - PLUMBING

E000 COVER SHEET - ELECTRICALE100 FOODSERVICE - LAYOUT - DEMOLITION - ELECTRICALE200 FOODSERVICE - LAYOUT - NEW WORK - ELECTRICAL

Stewart Design Associates, Inc. Madison, WI 608-271-8554Foodservice Consultant

BWZARCHITECTS

100 S. Baldwin St., Suite 306 Madison, Wisconsin 53703 608-316-6106 www.bwzarchitects.com

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nS

tate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:

No.

She

et T

itle:

Description:

Consultant:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in42

0 N

. Par

k S

t.M

adis

on, W

isco

nsin

537

06

19J1G

BD

10/30/2020

Cha

dbou

rne

Res

iden

ce H

all

Consultant:

Architect:

G200

GE

NE

RA

L N

OTE

S

Consultant:

Thunderbird Engineering, Inc.1651 John Q Hammons Drive, Suite 101

Middleton, WI 53563 Phone: 608.820.1201

7601 Ganser Way Suite 202Madison, WI 53719Phone: (608) 416-1041

DINING-NORTH

DINING SOUTH

ELEVATOR

100L

DINING CENTRAL (RAISED)

RECEIVING

109B

STAIR100K

MAIN KITCHEN

102A

102B

102C

107

111

JAN.

107ATRASH RM

MULTI-VENUE103D

102D

CASHIER/CONDIMENT

103GDESSERTS

AREA WELL

101

STAIR B

101C

OPENOFFICE

105B

135

132

100X

100Y

100Z

137

105D

105C

126

OFFICE

OFFICE

OFFICE

2-BDRMAPARTMENT

OFFICE

OFFICEOFFICE

101F

WOMEN'S

101D

STORAGE

CLASSROOMOFFICE

FRONT DESK

STOR

101A 101B

105F

105G

137A

FORUMOFFICE

116

100E

100F

100V

129

100R

128

OPENOFFICE

116ASTORAGE

105

101E

101H

ELEVATORLOBBY

100N

LIFT ROOM

LOUNGE

UP

100B

SHOP

DN

DINING HALL

C-SHOP

VESTIBULE

VESTIBULE

VE

STI

BU

LE

VESTIBULE

100A

100C

UP

DN

100SVESTLIFT

100Q

CORRIDOR

105A

DN

DN

DN DN

112

100N

BLDG #0562

100J

100I

100M

STAIR A

STAIR C

MEN'S

131 100J

STAIR D

W

D

LOBBY

105E

STORAGE

JANITOR'S RM

B1OFFICE

MENB15

OFFICEB1CB1D

JANB16 CORRIDOR

B100N

STORAGEB13

CORRIDOR

B100J

CORRIDORB100L

B4

B1B

ELEV.EQUIP.

STORAGE

B9

UP

TELECOM

STAIR

UPB100D

STAIR

ELEV

B100H

STORAGE

FREEZER/COOLER

GAME RM

FREEZER/COOLER

LAUNDRY

MECH. EQUIP.

LOUNGE

B10

B12

B11

B7A

B8B7

B6

B100C

ACCESSIBLEENTRANCE w/AUTO OPENER

CO

RR

IDO

R

B10

0K

WOMENB14

N

Key Plan

1

1

1

1

1

1

1

1

2

3

4

44

4

AC

CE

SS

IBLE

RO

UTE

OC

CU

PAN

CY

2:R

HE

TA'S

MA

RK

ET

OC

CU

PAN

CY

1:C

HA

DB

OU

RN

E H

ALL

OCCUPANCY 2:DINING HALL

OCCUPANCY 3:BARNARD HALL

GENERAL NOTES:

1. THIS COMPOSITE PLAN INDICATES THE FIRST FLOOR PLANSFOR CHADBOURNE HALL AND RHETA'S MARKET WITH THEBASEMENT PLAN FOR BARNARD HALL.

2. CHADBOURNE HALL IS AN EXISTING 11-STORY RESIDENTIALOCCUPANCY (R-2) WITH SECONDARY BUSINESS (B) ANDASSEMBLY (A-3) OCCUPANCIES.

3. RHETA'S MARKET, A DINING HALL, IS AN EXISTING1-STORY ASSEMBLY (A-2) OCCUPANCY.

4. BARNARD HALL IS AN EXISTING 5-STORY RESIDENTIALOCCUPANCY (R-2) WITH SECONDARY BUSINESS (B) ANDASSEMBLY (A-3) OCCUPANCIES.

5. IBC TABLE 706.4: THE THREE OCCUPANCIES ARECONSTRUCTED WITHOUT 3-HOUR FIRE SEPARATIONS ANDTHEREFORE WILL BE CONSIDERED ONE BUILDING WITHMIXED USES.

6. IBC TABLE 508.4: CHADBOURNE HALL (R-2) IS SEPARATEDFROM RHETA'S MARKET (A-2) WITH A 2-HOUR OCCUPANCYSEPARATION CONSTRUCTION. BARNARD HALL (R-2) IS NOTSEPARATED FROM RHETA'S MARKET (A-2).

7. THE TOTAL WORK AREA TO BE REMODELED IS 772 SFTHIS WILL BE A LEVEL 2 ALTERATION PROJECT.

KEYNOTES:

2-HOUR FIRE RESISTANCE RATING

NOT USED

NOT USED

2-HOUR FIRE RESISTANCE RATING WITH 1.5-HOUR RATED DOORS

DIN

ING

HA

LL

CH

AD

BO

UR

NE

DIN

ING

HA

LLB

AR

NA

RD

HA

LL

102EDISH ROOM

LOADING DOCK

CONTRACTOR ACCESS

2A101

WORKAREA

WORKAREA

CODE INFORMATIONPER WISCONSIN COMMERCIAL BUILDING CODE (2015 IBC & IEBC)

IEBC - EXISTING BUILDINGS

IBC CHPT 3, SECTION 302

IEBC CHPT 8, SECTION 801.3

IBC CHPT 6, SECTION 601 & 602

PROJECT TYPE: CHADBOURNE HALL, BARNARD HALL, & DINING HALL ONE BUILDING WITH MULTIPLE OCCUPANCIES EXISTING BUILDING, ALTERATION LEVEL 2

OCCUPANCY TYPE:CHADBOURE HALL RESIDENTIAL (R-2), BUSINESS (B), & BARNARD HALL AND ASSEMBLY (A-3), NON-SEPARATED USE

OCCUPANCY TYPE HAS NOT CHANGED.

DINING HALL ASSEMBLY (A-2), NON-SEPARATED USE OCCUPANCY TYPE HAS NOT CHANGED.

CONSTRUCTION CLASSIFICATION:

CHADBOURNE HALL = IB (1957 FIRE RESISTIVE) EXISTING 11-STORY BUILDING w/BASEMENT

DINING HALL = IB (1957 FIRE RESISTIVE) EXISTING 1-STORY BUILDING w/BASEMENTBARNARD HALL = IIIB (1912 ORDINARY) EXISTING 5-STORY BUILDING w/BASEMENT

IBC CHPT 6, TABLES 601 & 602

IEBC CHPT 8

FIRE RESISTANCE RATING REQUIREMENTS FOR REMODELED ELEMENTS:

REQUIRED PROVIDEDSTRUCTURAL FRAME 2 HOURS 2 HOURS(COLUMN, GIRDERS, TRUSSES)

BEARING WALLS - EXTERIOR 2 HOURS 2 HOURS

BEARING WALLS - INTERIOR 2 HOURS 2 HOURS

NONBEARING WALLS - EXTERIOR 1 HOUR 1 HOUR

NONBEARING WALLS - INTERIOR 0 HOUR 0 HOUR

FLOOR CONSTRUCTION(SUPPORTING BEAMS & JOISTS) 2 HOURS 2 HOURS

ROOF CONSTRUCTION(SUPPORTING BEAMS & JOISTS) 1 HOUR 1 HOUR

CORRIDOR FIRE-RESISTANCE RATING 1 HOUR

VERTICAL ENCLOSURES 2 HOURS 2 HOURS

FIRE PROTECTION SYSTEMS:

SPRINKLERED SMOKE DETECTIONCHADBOURNE HALL YES YESBARNARD HALL NO YESDINING HALL NO NO

1 HOUR

NSF certifies that the Bi-Line Vertical Accumulator conformsto the requirements of NSF/ANSI 2 - Food Equipment.

NSF certifies that the Bi-Line Vertical Accumulator conformsto the requirements of NSF/ANSI 2 - Food Equipment.

N

SCALE: 1" = 20'

1 FIRST FLOOR ACCESSIBILITY PLANG200 0 10' 20' 40'

COMPONENT ELEVATIONEL. 100'-0"

3A401

1

A222

1A222

23

3A401

3A401

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

P1

B1

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

1

53LAUNDRY

132

CONCRETE (IN SECTION)

N

A

BRICK, GENERAL MASONRY (IN SECTION)

PLYWOOD

CONCRETE MASONRY (IN SECTION)

METAL

LOOSE OR BATT INSULATION

EARTH (IN SECTION)

FINISH WOOD (IN ELEVATION)

MATERIAL SYMBOLS

WHEELCHAIR TURNINGRADIUS

CONCRETE, GWB (IN ELEVATION) /GROUT, MORTAR, PLASTER (IN SECTION)

NEW DOOR W/ DOOR NO.

EXISTING DOOR

ARCHITECTURAL SYMBOLSNORTH ARROW

HR HOURHT HEIGHTHVAC HEATING, VENTILATION, & AIR CONDITIONINGHW HOISTWAY

ID INSIDE DIAMETERIMP INSULATED METAL PANELINCAND INCANDESCENTINCL INCLUDE(D), (ING), (TION)INSUL INSULATE(D), (ING), (TION)INT INTERIOR

JAN JANITORJT JOINT

KIT KITCHENKS KNEE SPACE

L LENGTHLAB LABORATORYLAM LAMINATELAV LAVATORYLINO LINOLEUMLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLMT LAMINATELT LIGHTLSD LIQUID SOAP DISPENSERLVR LOUVERLWC LIGHTWEIGHT CONCRETE

MAS MASONRYMATL MATERIAL(S)MAX MAXIMUMMC MECHANICAL CONTRACTORMECH MECHANICALMEMB MEMBRANEMEP MECHANICAL, ELECTRICAL, & PLUMBINGMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMTL METALMIN MINIMUMMO MASONRY OPENINGMIR MIRRORMISC MISCELLANEOUSMTD MOUNTEDMTL METALMUL MULLION

N NORTHNIC NOT IN CONTRACTNP NON POTABLE WATERNO NUMBERNOM NOMINALNTS NOT TO SCALE

OA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFF OFFICEOFCI OWNER FUNISHED- CONTRACTOR INSTALLEDOFOI OWNER FUNISHED- OWNER INSTALLEDOPNG OPENINGOPP OPPOSITE

PED PEDESTRIANPC PLUMBING CONTRACTORPKG PARKINGPL PROPERTY LINEPLT PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLYWD PLYWOODPNT PAINTPR PAIRPROP PROPERTYPT PAINTPTD PAPER TOWEL DISPENSERPTD/WR PAPER TOWEL DISPENSER/ WASTE RECEPTIACLEPTN PARTITIONPTR PAPER TOWEL RECEPTACLEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCH

QT QUARRY TILEQTY QUANTITY

R RISER(S)RAD RADIUSRCYLG RECYLINGRB RESILIENT BASERD ROOF DRAINREF REFERENCEREFR REFRIDGERATORREINF REINFORCEDREQD REQUIREDREV REVISION(S), REVISE(D)RH ROBE HOOKRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRTU ROOF TOP UNITRUB RUBBER

S SINKS & V STAIN & VARNISHSAB SOUND ATTENUATION BLANKETSB SOIL BORINGSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULESD SOAP DISPENSERSECT SECTIONSH SHELFSHR SHOWERSC SHOWER CURTAINSR SHOWER RODSHT SHEETSIM SIMILARSNR SANITARY NAPKIN RECEPTACLESNV SANITARY NAPKIN VENDORSOG SLAB ON GRADESPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSTA STATIONSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURESUSP SUSPENDEDSV SHEET VINYLSYM SYMMETRICAL

T TREADT & B TOP & BOTTOMT & G TONGUE & GROOVETEL TELEPHONETEMP TEMPERATURETER TERRAZZOTHK THICKTHRESH THRESHOLDTKBD TACK BOARDTTD TOILET TISSUE DISPENSERTV TELEVISIONTYP TYPCIALTO TOP OFTOB TOP OF BEAMTOF TOP OF FOOTINGTOS TOP OF STEELTW TEMPERED WATER

UG UNDERGROUNDUL UNDERWRITER'S LABORATORIESUNF INFINISHEDUNO UNLESS NOTED OTHERWISEUR URINALUTIL UTILITY

VIF VERIFY IN FIELD

ABBREVIATIONS& AND< ANGLE@ ATC CENTERLINEØ DIAMETER OR ROUND# NUMBER

A AIRAB ANCHOR BOLTABAN ABANDONABC AGGREGATE BASE COURSEABBR ABBREVIATIONAC AIR CONDITIONINGACOUS ACOUSTICALACM ASBESTOS CONTAINING MATERIALACP ASPHALTIC CONCRETE PAVINGACT ACOUSTICAL CEILING TILEAD AREA DRAINADDL ADDITIONALADH ADHESIVEADJ ADJUSTABLEADA AMERICANS WITH DISABILITIES ACTAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAGGR AGGREGATEAHU AIR HANDLING UNITALT ALTERNATE, ALTERNATIVEALUM ALUMINUMANOD ANODIZEAP ACCESS PANELAPPROX APPROXIMATEARCH ARCHITECTURAL/ARCHITECTASPH ASPHALTAUTO AUTOMATICAVG AVERAGE

B.O. BOTTOM OF...BD BOARDBITUM BITUMINOUSBL BORROWED LIGHTBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBO BOTTOM OFBRG BEARINGBSMT BASEMENTBTM BOTTOMBUR BUILT UP ROOFING

CAB CABINETCB CATCH BASINCEM CEMENTCER CERAMICCFMF COLD FORMED METAL FRAMINGCJ CONTROL JOINTCG CORNER GUARDCKBD CHALKBOARDCL CENTER LINECLOS CLOSETCLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPET(ED)CR CARD READERCRS COURSE(S)CTSK COUNTERSUNKCT CERAMIC TILECTR CENTERCUH CABINET UNIT HEATERCW COLD WATER

D DEPTH/DEEPDBL DOUBLEDEG DEGREEDEMO DEMOLITIONDEPT DEPARTMENTDF DRINKING FOUNTAINDTL DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDN DOWNDR DOORDT DRAIN TILEDWG DRAWINGDWL DOWEL

EA EACHEC ELECTRICAL CONTRACTOREIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTES EXPOSED STRUCTUREER EPOXY RESINEW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXPO EXPOSEDEXP EXPANSIONEXT EXTERIORETR EXISTING TO REMAIN

FA FIRE ALARMFOM FACE OF MASONRYFSC FOOD SERVICE CONTRACTORFCTY FACTORYFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEB FIRE EXTINGUSHER BRACKETFEC FIRE EXTINGUISHER CABINET WITH EXTINGUISHERFHC FIRE HOSE CABINETFIN FINISH(ED)FIX FIXTUREFL FLOORFLR FLOORFLUOR FLUORESCENTFO FINISHED OPENINGFOC FACE OF CONCRETEFOS FACE OF STUDSFPRF FIREPROOFINGFR FIRE RATEDFRP FIBERGLASS REINFORCED PANELFT FOOT/FEETFTG FOOTINGFURR FURRINGFUT FUTURE

G GASGA GAUGEGAL GALLONGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGL GLASSGLULAM GLUE-LAMINATEDGND GROUNDGPT GLAZED PORCELAIN TILEGWB GYPSUM WALL BOARDGYP GYPSUM

HB HOSE BIBHC HOLLOW COREHD HAND DRYERHDWD HARDWOODHDWR HARDWAREHDCP HANDICAP(PED)HM HOLLOW METALHORIZ HORIZONTAL

COLUMN GRID LINE & NUMBER

1

PARTITION TYPE

KEYNOTE

BORROWED LIGHT TYPE

REVISION KEY AND CLOUD

ELEVATION INDICATOR

SEE DRAWINGS OF RESPECTIVE DISCIPLINESFOR ADDITIONAL SYMBOLS

DETAIL REFERENCE

BUILDING SECTION REFERENCE

INTERIOR ELEVATION REFERENCE

DEMOLISHED DOOR

ELEVATION REFERENCE

WALL SECTION REFERENCE

A EXISTING COLUMN GRID LINE & NUMBER

ROOM NAMEAND NUMBER

RIGID INSULATION (IN SECTION)

ROUGH WOOD (IN SECTION)

BRICK (IN ELEVATION)

N.T.S.

BWZARCHITECTS

100 S. Baldwin St., Suite 306 Madison, Wisconsin 53703 608-316-6106 www.bwzarchitects.com

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nS

tate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:

No.

She

et T

itle:

Description:

Consultant:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in42

0 N

. Par

k S

t.M

adis

on, W

isco

nsin

537

06

19J1G

BD

10/30/2020

Cha

dbou

rne

Res

iden

ce H

all

Consultant:

Architect:

A100

DE

MO

LITI

ON

PLA

NS

Consultant:

Thunderbird Engineering, Inc.1651 John Q Hammons Drive, Suite 101

Middleton, WI 53563 Phone: 608.820.1201

7601 Ganser Way Suite 202Madison, WI 53719Phone: (608) 416-1041

2'-6

"12

'-9"

2'-6

"

2'-6" 5'-8"

2'-6" 5'-8"

EXISTING PULL BOX ANDELECTRICAL CONDUIT ABOVETO REMAIN IN EXISTINGLOCATION - RECONSTRUCTPULL BOX AS REQUIRED FORNEW OPENING IN CONCRETEFLOOR SLAB

EXISTING DISH TRAYDUMB-WAITER TO BEDEMOLISHED, TYP.

NEW OPENINGS INCONCRETE FLOOR SLABABOVE SHOWN DOTTED -ALIGN w/ PAN JOIST, TYP.

DISHWASHINGB49

ELECTRICAL EQUIPMENTB29

RELOCATEELECTRICAL PANELOUT OF CONVEYORROOM

REMOVE EXISTINGDOOR AND FRAME

EX SINKS TO BERELOCATED EX ELEC PANEL TO

BE SHIFTED SOUTHSEE ELECTRICALSHEET E100

DEMOLISH WALL ASREQUIRED FOR NEWDOOR OPENING

EXISTING COLUMNTO REMAIN

CORRIDORB100J

STORAGEB48

NOTE:EXISTING DISHWASHINGEQUIPMENT TO REMAIN SHALLBE PROTECTED DURINGCONSTRUCTION

POTENTIAL STAGINGAREA, COORDINATEWITH OWNER

3'-6

7/8"

2'-0

"8'

-0"

2'-0

"3'

-73/

8"

101/2"13'-01/4"

VIF

2'-6

"12

'-9"

2'-6

"

5'-7"

5'-7"

EXISTING DISHTRAY DUMB-WAITER TO BEDEMOLISHED

NEW OPENINGS INCONCRETE FLOORSLAB SHOWNDASHED - ALIGN w/PAN JOISTS BELOW

= PARTITION ORASSEMBLY TO BEDEMOLISHED

NOTE:

EX VENT TO BEMOVED ± 8'-0" TOTHE EAST - SEEDETAIL 2/A101

VIF

VIF

CORRIDOR100J

DISHROOM102E

DEMOLISH WALL ASREQUIRED FOR NEWDOOR OPENING

REMOVE SHELF,SINK AND ALLWALL-MOUNTEDACCESSORIES

EX P-LAMCOUNTERTOPTO REMAIN

N

N

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 BASEMENT DEMO PLAN

0 2' 4' 8'SCALE: 1/4" = 1'-0"2 FIRST FLOOR DEMO PLAN

w/BASEMENT

WORKAREA

WORKAREA

= PARTITION ORASSEMBLY TOBEDEMOLISHED

NOTE:

= PARTITION ORASSEMBLY TOBEDEMOLISHED

NOTE:

BWZARCHITECTS

100 S. Baldwin St., Suite 306 Madison, Wisconsin 53703 608-316-6106 www.bwzarchitects.com

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nS

tate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:

No.

She

et T

itle:

Description:

Consultant:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in42

0 N

. Par

k S

t.M

adis

on, W

isco

nsin

537

06

19J1G

BD

10/30/2020

Cha

dbou

rne

Res

iden

ce H

all

Consultant:

Architect:

A101

BU

ILD

ING

AN

D R

OO

M P

LAN

S

Consultant:

Thunderbird Engineering, Inc.1651 John Q Hammons Drive, Suite 101

Middleton, WI 53563 Phone: 608.820.1201

7601 Ganser Way Suite 202Madison, WI 53719Phone: (608) 416-1041

4'-0"

5'-0"

3"

2'-6

"12

'-9"

2'-6

"

2'-6"

2'-6"

5'-8"

8"16

'-10"

3'-0

"

8"

8" 4'-0" 8"

3'-4"

1A102

2A102

ELECTRICALEQUIPMENTABOVE SHOWNDASHED

CONVEYORSYSTEM BY11 40 00

MOBILE TABLEBY 11 40 00

EX. COLUMN

OPENINGS IN FLOORABOVE SHOWNDASHED, TYP.

CORRIDORB100J

STORAGEB48

DISHWASHINGB49

ELECTRICAL EQUIPMENTB29

CONVEYORROOMB49A

B49A

B49B

CUSTODIALB49B

RELOCATED SINKS

2HR COILING FIREDOOR CD2 w/EGRESS

8" 2HR CMU 2HR SHAFT WALL

PATCH FLOOR ASNEEDED

RELOCATE ELECTRICALPANEL TO CUSTODIALROOM B49B -SEE ELECTRICAL

SHIFT ELECTRICALPANELS ASREQUIRED TOACCOMMODATENEW PARTITION

ELECTRICAL PANELRELOCATED FROMDISHWASHINGROOM

P1a

P1a

P4

P4

P1

MIN

P1

P4P4

VIF

VIF

P2

EXIT DOOR CD2 BYROLLING FIREDOOR FABRICATOR

NOTE:EXISTING DISHWASHINGEQUIPMENT TO REMAIN SHALLBE PROTECTED DURINGCONSTRUCTION

EXISTING PULL BOX AND ELECTRICALCONDUIT ABOVE TO REMAIN INEXISTING LOCATION - RECONSTRUCTPULL BOX AS REQUIRED FOR NEWOPENING AND CMU PARTITION

MOBILE TABLEBY 11 40 00

PULPER BY11 40 00

6'-8

"

FILL IN WALL AT OLDDOOR LOCATION - MATCHEX 4" CMU WALL

EXISTING 4" CMU WALL

73/4"

2'-6

"3"

1'-11"

5'-0"

5'-8"

2'-6

"12

'-9"

2'-6"

2'-6"

61/2"2'-8"

1A102

2A102

FLOORPENETRATION

FLOORPENETRATION

CORRIDORB100N

CORRIDORB100J

DISHWASHINGB49

ELECTRICAL EQUIPMENTB29

CONVEYORROOMB49A

SOFFIT C1 ATEX ELECTRICAL7'-8" AFF

RECONSTRUCTPULL BOX ASREQUIRED

C

C

D

D D

D

D

D

EX CONCPAN JOIST

INFILL AT OLDDUMBWAITERLOCATION -SEE STRUCTURALSHEET S100

P1

P3

P1

C18'-8"AFF

C18'-8"AFF

C18'-8"AFF

2 HR RATEDCEILING - C1

EXPOSEDSTRUCTURE

LIFT EXCONDUITS TOCLEAR COILINGDOOR HOUSING

6'-8

"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

4'-4" 2'-10"

1A102

2A102

DISHROOM102E

1½ HR RATEDCOILINGSTAINLESSSTEEL FIREDOOR CD1

2 HR RATEDPARTITION

STORAGE102F

CORRIDOR100J

A

A

A

A

CLR

NEW 4" VENTLOCATION

B

B

B

D

D

D

C1

GWB8'-5"AFF

GWB7'-8"AFF

GWB8'-5"AFF

PATCH EXCEILING ATCMU

2'-0" x 2'-0"ACCESS PANELw/ GWB INSERT

SEE CEILING/SOFFITSCHEDULE, SHEETA102 FOR CEILINGAND SOFFIT TYPES,TYPICAL

2'-10"

2'-6"

EQ

11'-3

1/2"

EQ

3'-8"

1A102

2A102

FLOOR PENETRATIONFOR VERTICALACCUMULATOR SHOWNDASHED

1½ HR RATED COILINGSTAINLESS STEEL FIREDOOR CD1 ABOVESHOWN DOTTED

CONVEYORSYSTEM BY11 40 00

6" CMU2 HR RATEDPARTITION

102F

DISHROOM102E

STORAGE102F

CORRIDOR100J

4" VENTLOCATION

CIP CONCRETEON METAL DECK -SEE STRUCTURALSHEET S100

P1a

P1a

PATCH TO MATCHTERRAZZO FLOOR

DN

CLR

FIXTURE TYPES

12" x 48"SUSPENDED LED(MATCH EXISTING)

48" x 4" SURFACE MTDLINEAR STRIP w/OCCUPANCY SENSOR

KEYLESS PORCELAINLAMP HOLDERB

RECESSED LEDDOWNLIGHT

A

C

D

N

N

N

N

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 BASEMENT PLAN

0 2' 4' 8'SCALE: 1/4" = 1'-0"3 BASEMENT REFLECTED CEILING PLAN (RCP)

0 2' 4' 8'SCALE: 1/4" = 1'-0"4 FIRST FLOOR REFLECTED CEILING PLAN (RCP)

0 2' 4' 8'SCALE: 1/4" = 1'-0"2 FIRST FLOOR PLAN

BWZARCHITECTS

100 S. Baldwin St., Suite 306 Madison, Wisconsin 53703 608-316-6106 www.bwzarchitects.com

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nS

tate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:

No.

She

et T

itle:

Description:

Consultant:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in42

0 N

. Par

k S

t.M

adis

on, W

isco

nsin

537

06

19J1G

BD

10/30/2020

Cha

dbou

rne

Res

iden

ce H

all

Consultant:

Architect:

A102

SE

CTI

ON

S, E

LEVA

TIO

NS

, AN

D S

CH

ED

ULE

S

Consultant:

Thunderbird Engineering, Inc.1651 John Q Hammons Drive, Suite 101

Middleton, WI 53563 Phone: 608.820.1201

7601 Ganser Way Suite 202Madison, WI 53719Phone: (608) 416-1041

8'-5

"93/

4"

7'-8

"

8'-8

"

11'-6

"

2'-10"

2'-6"

8'-2

"

BASEMENT

FIRST FLOOR

EX TERRAZZOON PAN JOISTSYSTEM

2 HR SOFFIT C1

EX CEILING @BOTTOM OF JOIST

EX FINISH CEILING -PATCH AT NEW CMUSOFFIT AT

COILING DOORBEYOND 2 HR RATED

PARTITION - 6" CMUTYPE P1a

EX PAN JOISTCONCRETESYSTEM

CONVEYORSYSTEM BY11 40 00

EX STAIR

B/ 2

HR

SO

FFIT

B/ S

OFF

IT B

EY

ON

D @

ELE

CT.

4" VENT LOCATION

STL ANGLE - SEESTRUCTURAL,DETAILS 3&4/S100

2 HR GWBSOFFIT C12 HR SHAFTWALL P4

EX 4" CMU

PORCELAINTILE ON 6"2HR CMU

B/ E

X E

LEC

T. C

ON

DU

IT

DISHWASHINGB49

CORRIDORB100N

CONVEYORROOMB49A

CUSTODIALB49B

DISHROOM102E

STORAGE102F

CORRIDOR100J

EX FINISHCEILING

NOTE:CONVEYER SYSTEM BY 11 40 00.INSTALLER IS RESPONSIBLE FORALL NEEDED CONNECTORSAND ANCHORS.

COILING DOORHOUSING SHOWNDOTTED

11'-6

"

7'-6

"

7'-8

"

8'-8

"

7'-0

"8"

1'-4

"1'

-0"1

'-6"

2'-0

"

BASEMENT

FIRST FLR

2 HR SOFFIT C1

EX CEILING @BOTTOM OF JOIST

EX FINISH CEILING -PATCH AT NEW CMU

2 HR RATED PARTITION -6" CMU P1a

EX PAN JOISTCONCRETE SYSTEM

CONVEYORSYSTEM BY11 40 00

B/ 2

HR

GW

B S

OFF

IT

B/ S

OFF

IT B

EY

ON

D @

ELE

CT.

4" VENT LOCATION

4" VENTLOCATION

DISHWASHINGB49

CORRIDORB100N

CONVEYORROOMB49A

CUSTODIALB49B

STORAGE102F CORRIDOR

100J

EX TERRAZZOON PAN JOISTSYSTEM

DISHROOM102E

2 HR 6" CMU TYPE P1

20 GA STUDSLATERAL BRACING@ 4'-0" O.C.

20 GA STUDSLATERAL BRACING@ 4'-0" O.C.

LIFT EX CONDUITSTO CLEAR COILINGDOOR HOUSING

HOUSING FOR CD11.5 HR COILING DOOR2 HR GWB PARTITION P3

GWB CEILING C2

SOFFIT C1

2 HR GWBPARTITION P3

HOUSING FOR2 HR COILINGDOOR CD2

2"

2"

10"

10"

DOOR

Width & HeightFrame OpeningLOCATIONDOOR

NO. Thick

FRAMEHDWR

SET REMARKS / NOTES# Mat'l Face

Ga. TypeGa.Mat'lLABEL Type

CONVEYOR ROOM B49AB49A 3'-0" x 6'-8"1

DOOR AND DOOR FRAME SCHEDULE

W HM

ROOM FINISH SCHEDULE

FLOORCEILING REMARKS / NOTESWALLSFLOORLEVEL

Mat'l FinishFinish HtMat'l FinishNorth

Mat'l FinishSouth

Mat'l Finish Mat'l FinishEast West

Mat'l BaseROOM NAME

90 min 1¾"16

1FG 1

F

1

FLUSH DOOR

DOOR TYPES

FRAME TYPES

FGFLUSH GLAZED

DISHWASHING B49 PNT 1BASEMENT

BASEMENT

BASEMENT

FIRST

FIRST

CONVEYOR ROOM B49A

CUSTODIAL B49B

DISHROOM 102E

PAINT GWB AND CMU SURFACES

4

PNT

PNT

4

PNT

PNT

5

PNT

PNT

4

PNT

PNT GWB

EX

GWB

EX

PNT

PNT

PNT

PNT

3

3

3

3 RB

6 5

PNT RB 1, 2, 3

1, 3

4, 5, 6

3

1.PAINT EXISTING CONCRETE FLOOR2.SEE PLANS FOR CEILING HEIGHT3.EXISTING GLAZED TILE4.NEW CERAMIC TILE AND COVE BASE5.PATCH EX TERRAZZO WHERE VENT REMOVED6.

CUSTODIAL B49BB49B 3'-0" x 6'-8"1 HM HM90 min 1¾" 1F 1STORAGE 102F102F 3'-0" x 7'-0"1 W HM1¾" 1F 1

DOOR

Width & HeightFrame OpeningLOCATIONDOOR

NO.

FRAMEREMARKS / NOTES

# Mat'l Finish Mat'lLABEL

CONVEYOR ROOM B49ACD2 16'-10" x 7'-0"1

SPECIAL DOOR SCHEDULE

STL STL120 min90 min

PNT

Finish

PNTCOILING FIRE SHUTTERDISH ROOM 102ECD1 11'-3½" x 7'-0"1 STL STLSS SSCOILING FIRE DOOR w/ EGRESS

_ _

_

_

__

STORAGE 102F 4 4 4 GWB PNT

___

_

__

___

_

__

__

___

___

_

_ _ _ _ _ _ ____

_

_

_

_

EQ EQ

BASEMENT

FIRST FLR

CD2 FIRE DOOR HOUSING

GWB 2 HR P3 PARTITIONw/ PAINT FINISH

CD2 FIRE DOOR GUIDE

2 HR CMU P1 w/PAINT FINISH

EX DISHWASHER

CERAMIC TILE COVE BASE

CERAMIC TILE

CD1 FIRE SHUTTER GUIDE

REMOVABLE SS ACCESSPANELS BY 11 40 00

REMOVABLE SS ACCESSPANELS BY 11 40 00

20 GA SS ON FRONTAND BOTTOM SURFACESOF P3 PARTITION

LIFT EX CONDUITS TOCLEAR COILING DOORHOUSING

P1

P1a

P2

P3

P4

5 5/8"

4"

1/2"

11/2"

1"

31/2"

1"

FIRE CAULK JOINT

6" CMU

8" CMU

UNDERSIDE OFSTRUCTURE

FIRE CAULK JOINT

UNDERSIDE OFSTRUCTURE

2 1/2" I-Studs 24" OC1" Shaftliner and two layers 1/2" type X GWBapplied horizontally. Fire tested both sides.Built floor to structure. 2 hr. fire rating (UL U497)

PARTITION SCHEDULE

8"W X 8"H X 16"L regular standardblock,Built floor to structure.2 hr. fire rating. (UL U901)

3 5/8" 20GA mtl studs @ 24" OC2 layers 1/2" type X GWB both sidesBuilt floor to structure.2-hr. fire rating (UL U412)

2 1/2" I-Studs 24" OC1" Shaftliner and three layers 1/2" type X GWB.Base and middle layers parallel to studs.Fire tested both sides.2 hr. horizontal shaft wall fire rating(WHI 694-0300.1)

CEILING/SOFFIT SCHEDULE

6"W X 8"H X 16"L regular standardblock,Built floor to structure.2 hr. fire rating (UL U906)

3 5/8" mtl studs @ 24" OC1 layer 5/8" GWB 1 sideBuilt floor to structure.

1 layer ⅝" GWB onmetal suspension system

C1

C2

Existing CMU walls :VIF clearance for EX conduit and piping

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 SECTION

0 2' 4' 8'SCALE: 1/4" = 1'-0"2 SECTION0 2' 4' 8'SCALE: 1/4" = 1'-0"3 ELEVATION AT COILING FIRE DOORS LOOKING EAST

AT FLOOR PENETRATIONS LOOKING NORTH

AT FIRE DOORS LOOKING NORTH

VERIFY IN FIELD

5'-8"2'-6" CLR.

VE

RIF

Y IN

FIE

LD

VERIFY IN FIELD

5'-8"

EXISTING OPENING TO BE FILLED

PROPOSED NEW FLOOR OPENING

FIE

LD

VE

RIF

Y IN

2'-6"

CL

R.

2'-6"

CL

R.

℄℄

PROPOSED NEW FLOOR OPENING

EXISTING GIRDER

EX

IST

SL

AB

TY

P

OPENING

REINFORCEMENT

SEE TYP,

UNO

3

S100

_______

2'-6" CLR.

4

S100

_______

C12

C12

2/S100

5

S100

_______

6

S100

_______

C13

TYP

L6x4x½ (LLV), CUT VERTICAL LEG TO FIT

(2) PL½x4x8

FRONT VIEW SIDE VIEW

COPE HORIZONTAL LEG AS REQUIRED(EACH SIDE)

A B

EXISTING 2" THICK TOPPING

EXISTING 3" THICK SLAB

2'-6" MAX

MAX1 1/2"

LIMITS OF REMOVAL

EXISTING JOIST

OPENING

2'-6" CLR.

EXISTING SLAB

OPENING REINFORCEMENT EXISTING

TOPPING

2

S100

_______B

MAX1 1/2"

LIMITS OF REMOVAL

EXISTING WALL

OPENING

2'-6" CLR.

EXISTING SLAB

OPENING REINFORCEMENT

EXISTING JOIST

EXISTING TOPPING

2

S100

_______B

1/2" PREFORMED JOINT FILLER

5/8" DIA. HILTI KWIK BOLT TZ @ 24" OC EFFECTIVE EMBEDMENT: 3 1/8"(OR APPROVED EQUAL)

EXISTING 3" THICK SLAB

EXISTING HEADER

EXISTING 2" THICK TOPPING

CONCRETE SLAB OVER STEEL DECK

5/8" DIA. PUDDLE WELD 36/4 PATTERN

L3x3x3/8

NOTE:VERIFY EXISTING REINFORCEMENT BARS IN EXISTING HEADER. PRESERVE REINFORCEMENT BARS DURING INSTALLATION OF CONCRETE ANCHORS.

EXISTING 3" THICK SLAB

EXISTING 2" THICK TOPPING

CONCRETE SLAB OVER STEEL DECK

5/8" DIA. PUDDLE WELD @ 12" OC

L5x3x3/8 (LLV)(TYP)

1/4 2-4

1/4 2-4

JOSEPH L.CHAPMAN

E−44295MADISON,

WI

WI

OS C SN

PR

OF

E

SS

I O N A L E N

GI

NE

ER

IN

Phone:608.416.1041 Project:20BWZ01

Sheet

10/30/2020

Rhe

ta's

Ma

rke

t D

ishro

om

Re

no

va

tion

Cha

dbo

urn

e R

esid

en

ce

Ha

ll

Number

Date

Issued

Set

Type

DFD

Number

Graphic

Scale

BD

19J1G

Revisions:

Consultant:

Architect:

Sheet T

itle

:4

20 N

. P

ark

St.

Ma

dis

on

, W

isco

nsin

53

07

6

Sta

te o

f W

isco

nsin

De

pa

rtm

en

t o

f A

dm

inis

tra

tio

n

Div

isio

n o

f F

acili

tie

sD

eve

lop

me

nt a

nd

Ma

na

ge

me

nt

Univ

ers

ity o

f W

iscon

sin

-M

adis

on

Ma

dis

on

, W

isco

nsin

10/30/2020

S100

FR

AM

ING

PLA

N,

DE

TA

ILS

, S

TR

UC

TU

RA

L I

ND

EX

, LE

GE

ND

S,

AN

DS

PE

CIF

ICA

TIO

NS

AISC AMERICAN INSTITUTE OFSTEEL CONSTRUCTION

ANSI AMERICAN NATIONALSTANDARDS INSTITUTE

ARCH ARCHITECT ORARCHITECTURAL

ASTM AMERICAN SOCIETY FORTESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

CONT CONTINUOUS

DIA DIAMETER

ENGR ENGINEER

EXIST EXISTING

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

PL PLATE

STL STEEL

STRUCT STRUCTURAL

TYP TYPICAL

UN UNLESS NOTED

UNO UNLESS NOTED OTHERWISE

PART 1 - GENERAL NOTES

STRUCTURAL SPECIFICATIONS

ABBREVIATIONS

GENERAL NOTES

SHEET INDEX

1.1 GENERAL NOTES

1.2 SCOPE OF WORK

1.3 CODE COMPLIANCE

1.4 SAFETY

1.5 DEFERRED AND SHOP DRAWING SUBMITTALS

1.6 COORDINATION

1.7 MISC.

PART 2 - MATERIALS AND DESIGN CRITERIA

2.1 DESIGN LOADING CRITERIA

REVISION CLOUD AND NUMBER

1

NEW CONSTRUCTION

EXISTING CONSTRUCTIONOR PROVIDED BY OTHERS

MASONRY (CMU)

CONCRETE

EARTH

SECTION REFERENCE

1

S0.00

1

S0.00

ELEVATION REFERENCE

1

S0.00

GENERAL VIEW REFERENCE

G1 THE DIMENSIONS SHOWN HERE APPLY TO STRUCTURAL ELEMENTS ONLY, SEE ARCHITECTURAL PLANS FOR ANY DIMENSIONS NOT SHOWN.

G2 CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL CONDITIONS. IF ANY DISCREPANCY OCCURS BETWEEN EXISTING CONDITIONS AND PROPOSED ALTERATIONS, CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK.

GENERAL NOTES:

LEGEND:

ELEMENT BEYOND/OPTIONAL

A. THE SEALED STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

B. OBSERVATION VISITS (SITE VISITS) BY REPRESENTATIVES OF ARCHITECT/ ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION MEANS AND METHODS. SITE VISITS DURING CONSTRUCTION ARE NOT CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE TO BE PERFORMED BY OTHERS. OBSERVATIONS ARE PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF THE CONTRACTOR UNDERSTANDS DESIGN INTENT SHOWN IN THE CONTRACT DRAWINGS. OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND ARE NOT TO BE CONSTRUED AS SUPERVISION OR VERIFICATION OF CONSTRUCTION.

C. THE CONTRACTOR SHALL MAKE AND KEEP CURRENT A SET OF RECORD DRAWINGS SHOWING EXACT DIMENSIONED LOCATIONS OF UNDERGROUND UTILITIES, STUB OUTS, CONSTRUCTION CHANGES.

A. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES, CODES, AND REGULATIONS IN THE STATE OF THE PROJECT, INCLUDING, BUT NOT LIMITED TO OSHA, ADOPTED BUILDING CODE AND OTHER STATE AND LOCAL LAWS AND REGULATIONS. CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES. WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS.

B. ALL PRODUCT SUBMITTALS AND PRODUCT SUBSTITUTIONS ARE TO BE SUPPLIED WITH ICC-ES REPORTS TO COMPLY WITH CODE REGULATIONS ACCORDING TO THE ADOPTED BUILDING CODE.

A. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS OR ROOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

B. CONTRACTOR TO PROVIDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AS REQUIRED.

C. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.

A. CONTRACTOR SHALL SUBMIT AN ELECTRONIC PDF FILE OF DEFERRED AND SHOP DRAWING SUBMITTALS TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO ORDERING, FABRICATING OR INSTALLING. THE REVIEW WILL CONSIST OF GENERAL CONFORMANCE TO THE DESIGN INTENT CONVEYED IN THE CONTRACT DRAWINGS AND REQUIRE A MAXIMUM OF 10 WORKING DAYS FOR REVIEW UPON RECEIPT. NO MODIFICATIONS OR SUBSTITUTIONS OF DRAWINGS AND SPECIFICATIONS WILL BE ACCEPTED VIA SHOP DRAWINGS. SHOP DRAWINGS AND DEFERRED SUBMITTALS (DS) REQUIRED ARE LISTED UNDER EACH MATERIAL IN PART II AND SHALL INCLUDE THE FOLLOWING:

I. GENERAL CONSTRUCTIONa. MECHANICAL AND ELECTRICAL HANGER LOADS IN EXCESS OF

50 POUNDS. (DS)

B. DEFERRED SUBMITTALS REQUIRE ADDITIONAL DESIGN AND SUPPORTING CALCULATIONS WITH AN ENGINEERS SEAL INDICATING THE ENGINEER IS REGISTERED IN THE STATE THAT THE PROJECT SITE OCCURS.

C. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO THE ARCHITECT/ENGINEER. CONTRACTOR SHALL REVIEW FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DRAWINGS. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF COORDINATION WITH OTHER PORTIONS OF CONTRACT DRAWINGS, CALCULATIONS (AS REQUIRED), AND/OR MODIFICATIONS OR SUBSTITUTIONS NOT APPROVED PRIOR TO THE SUBMITTAL.

A. THE CONSTRUCTION DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION.

B. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING ELEVATIONS SHOWN ON THESE DRAWINGS PRIOR TO CONSTRUCTION, DO NOT SCALE PLANS.

C. CONTRACTOR TO REPORT IN WRITING ANY OMISSIONS AND/OR DISCREPANCIES ON DRAWINGS AND/OR SPECIFICATIONS TO THE ARCHITECT PRIOR TO PROCEEDING.

D. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, OPENINGS, ETC. COORDINATE THESE ITEMS WITH STRUCTURAL WORK.

A. DO NOT SCALE THE DRAWINGS.

A. APPLICABLE BUILDING CODES:I. 2015 INTERNATIONAL BUILDING CODE AS AMENDED BY WISCONSIN

COMMERCIAL BUILDING CODE SPS 361-366.II. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.

B. RISK CATEGORY: II

C. DEAD LOADS: SELF WEIGHT OF THE STRUCTURE PLUS AN ASSUMED COLLATERAL LOADS OF 5 PSF

D. LIVE LOADS:I. FLOOR LIVE LOAD = 100 PSF

SHEET

NUMBER SHEET TITLE

ORIGINAL

DATE

REVISION

NUMBER

REVISION

DATE

S100 FRAMING PLAN, DETAILS, STRUCTURALINDEX, LEGENDS, AND SPECIFICATIONS

10/30/2020

A. ALL GENERAL NOTES APPLY, UNLESS OTHERWISE NOTED ON DRAWINGS OR SPECIFICATIONS.

B. ORDER OF PRECEDENCE: DRAWINGS GOVERN OVER NOTES, NOTES ON THE INDIVIDUAL DRAWINGS GOVERN OVER THESE GENERAL NOTES. FOUNDATION, FLOOR AND ROOF DETAILS GOVERN OVER TYPICAL DETAILS. REFER TO CONTRACT SPECIFICATIONS FOR INFORMATION IN ADDITION TO THAT CONTAINED IN THESE NOTES AND DRAWINGS. THE DRAWINGS SHALL TAKE PRECEDENCE OVER SPECIFICATIONS IF THEY CONTRADICT. ADDENDA, RFI'S AND SKETCHES TAKE PRECEDENCE OVER THESE DRAWINGS.

C. NOTIFY ARCHITECT AND ENGINEER OF RECORD OF ANY DISCREPANCIES:i. BETWEEN PLANS, SPECIFICATIONS AND GOVERNING CODE.ii. BETWEEN DETAILS AND TYPICAL DETAILS.iii. BETWEEN NOTES AND DRAWINGS.

2.2 STEEL

A. GENERALI. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND

ERECTED IN ACCORDANCE WITH ADOPTED BUILDING CODE CHAPTER FOR “STEEL” AND THE FOLLOWING:

a. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

b. AISC 303-10 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

c. AWS D1.1 STRUCTURAL WELDING CODE STEEL.d. AWS D1.3 STRUCTURAL WELDING CODE SHEET STEEL.

II. ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING SOCIETY STANDARDS AND TO BE PERFORMED BY CERTIFIED WELDERS.

B. STRUCTURAL STEEL SHAPES I. PLATES AND ANGLES SHALL BE ASTM A36 (Fy: 36 KSI).

C. WELDINGI. WELDING ELECTRODES SHALL BE E70XX, UNLESS NOTED OTHERWISE.II. ALL FILLET WELD SHALL BE PER AISC. MINIMUM SIZES ARE BASED ON

THICKNESS OF MATERIALS JOINED, UNLESS NOTED OTHERWISE.

D. STEEL DECKI. STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE

WITH THE SPECIFICATIONS OF THE STEEL DECK INSTITUTE. II. GALVANIZED STEEL DECK SHALL BE ASTM A653 GRADE 50 WITH G60

COMMERCIAL COATING.III. ALL EDGES OF STEEL DECK SHALL BE SUPPORTED AND HAVE A 2"

MINIMUM BEARING WIDTH. IV. ALL WELDS AND CONNECTIONS EXPOSED TO WEATHER SHALL BE

FINISHED WITH A ZINC RICH PRIMER. V. DO NOT HANG LOADS FROM STEEL DECK. VII. SHOP DRAWINGS FROM THE STEEL DECK MANUFACTURER SHALL BE

SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL.

VIII. THE FOLLOWING ARE ACCEPTABLE STEEL DECKS:a. VERCO FORMLOK W2 WITH PUNCHLOCK II (VSC2) SIDE LAP

CONNECTION.b. VULCRAFT 2VL/2VLI WITH PUCHLOCK II SIDE LAP CONNECTION.c. CORDECK 2.0" COMPOSITE FLOOR DECK WITH #12 SCREWS

SIDE LAP CONNECTION.

E. EXECUTIONI. ALL STEEL SHALL BE GALVANIZED, UNO.II. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT

FABRICATION ERRORS WITHOUT THE APPROVAL OF THE ENGINEER. III. ROLLED STRUCTURAL STEEL SHALL BE IDENTIFIED WITH MILL

IDENTIFICATION MARKS IN ACCORDANCE WITH ASTM A6.

F. SHOP DRAWINGS AND SUBMITTALSI. STRUCTURAL STEEL SHOP DRAWINGS:

a. SHOW FABRICATION OF STRUCTURAL STEEL COMPONENTS.b. INCLUDE DETAILS OF CUTS, CONNECTIONS, AND OTHER

PERTINENT DATA.c. INDICATE WELDS BY STANDARD AWS SYMBOLS,

DISTINGUISHING BETWEEN SHOP AND FIELD WELDS, AND SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. SHOW BACKING BARS THAT ARE TO BE REMOVED AND SUPPLEMENTAL FILLET WELDS WHERE BACKING BARS ARE TO REMAIN.

II. STEEL DECK SHOP DRAWINGS:a. SHOW FABRICATION OF STRUCTURAL-STEEL DECK.b. INCLUDE LAYOUT AND TYPES OF DECK PANELS, ANCHORAGE,

DETAILS, ACCESSORIES, AND ATTACHMENTS TO OTHER CONSTRUCTION.

III. WELDING PROCEDURE SPECIFICATIONS (WPS) AND PROCEDURE QUALIFICATION RECORDS (PQR): PROVIDE ACCORDING TO AWS D1.1/D1.1M, "STRUCTURAL WELDING CODE - STEEL," FOR EACH WELDED JOINT WHETHER PREQUALIFIED OR QUALIFIED BY TESTING, INCLUDING THE FOLLOWING:

a. POWER SOURCE (CONSTANT CURRENT OR CONSTANT VOLTAGE).

b. ELECTRODE MANUFACTURER AND TRADE NAME, FOR DEMAND CRITICAL WELDS.

G. QUALITY ASSURANCEI. TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO

ASTM E 329 FOR TESTING INDICATED.II. WELDING QUALIFICATIONS:

a. QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO AWS D1.1/D1.1M, "STRUCTURAL WELDING CODE - STEEL.

SCALE: 1/4" = 1'-0"

BASEMENT PARTIAL REFLECTED CEILING PLAN1

SCALE: NTS

OPENING REINFORCEMENT2

SCALE: NTS

PERMISSIBLE LIMITS FOR NEW OPENING3

X## KEYNOTES

C12 FIELD VERIFY EXISTING SLAB REINFORCEMENT. NOTIFY ENGINEER OFREINFORCEMENT SIZE AND SPACING.

C13

SCALE: NTS

PERMISSIBLE LIMITS FOR NEW OPENING4

SCALE: NTS

STEEL DECK TO EXISTING HEADERCONNECTION6SCALE: NTS

STEEL DECK TO EXISTING SLAB CONNECTION5

2 HOUR FIRE RATED COMPOSITE STEEL DECK CONSTRUCTED USING 2" DEEP 20 GA. VERCO FORMLOK W2 STEEL DECK (OR APPROVED EQUAL) WITH 3 1/4" SAND LIGHTWEIGHT TOPPING (MIN. COMPRESSIVE STRENGTH, F'c: 3,000 PSI AND UNIT WEIGHT: 110 PCF). TOTAL SLAB THICKNESS: 5 1/4". • PROVIDE STEEL DECK SIDE LAP CONNECTION USING PUNCHLOCK II

(VSC2) AT 12" OC (OR APPROVED EQUAL). • REINFORCE SLAB WITH 6 X 6 - W2.0 X W2.0 WELDED WIRE FABRIC

CONFORMING TO ASTM A1064.

2.3 POST INSTALLED ANCHORS INTO CONCRETE

A. ANCHOR DIAMETER REFERS TO THE THREAD SIZE FOR THE WEDGE AND SHELL CATEGORIES.

B. INSTALL , TEST AND STORE ANCHORS PER MANUFACTURER'S RECOMMENDATIONS

C. DRILLED-IN ANCHORSI. WEDGE ANCHORS: WEDGE TYPE, TORQUE-CONTROLLED, WITH

IMPACT SECTION TO PREVENT THREAD DAMAGE COMPLETE WITH REQUIRED NUTS AND WASHERS. PROVIDE ANCHORS WITH LENGTH IDENTIFICATION MARKINGS CONFORMING TO ICC ES AC01 OR ICC ES AC193. TYPE AND SIZE AS INDICATED ON DRAWINGS. ACCEPTABLE ANCHORS ARE AS FOLLOWS:

a. HILTI KWIK BOLT TZ, ICC-ES ESR-1917 (CARBON STEEL AND AISI TYPE 304 STAINLESS STEEL).

b. SIMPSON STRONG-TIE STRONG BOLT 2, ICC-ES ESR-3037 (CARBON STEEL AND AISI TYPE 304 STAINLESS STEEL)

c. DEWALT/POWERS POWER STUD+ SD2, ICC-ES ESR-2502.

D. SUBMITTALS AND SHOP DRAWINGSI. PRODUCT SPECIFICATIONS WITH RECOMMENDED DESIGN VALUES

AND PHYSICAL CHARACTERISTICS FOR EXPANSION ANCHORS.II. ICC-ES CERTIFICATESIII. TEST REPORTS: CERTIFIED TEST REPORTS SHOWING COMPLIANCE

WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES.

E. QUALITY ASSURANCEI. REMOVE AND REPLACE MISPLACED OR MALFUNCTIONING ANCHORS.

FILL EMPTY ANCHOR HOLES AND PATCH FAILED ANCHOR LOCATIONS WITH HIGH-STRENGTH NON-SHRINK, NONMETALLIC GROUT. ANCHORS THAT FAIL TO MEET PROOF LOAD OR INSTALLATION TORQUE REQUIREMENTS SHALL BE REGARDED AS MALFUNCTIONING.

II. CERTIFICATIONS: UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER, ANCHORS SHALL HAVE ICC-ES EVALUATION REPORT INDICATING CONFORMANCE WITH CURRENT APPLICABLE ICC ES ACCEPTANCE CRITERIA.

III. TESTING: 10% OF EACH TYPE AND SIZE OF DRILLED-IN ANCHOR SHALL BE PROOF LOADED BY THE INDEPENDENT TESTING LABORATORY. IF ANY OF THE TESTED ANCHORS FAIL TO ACHIEVE THE SPECIFIED TORQUE OR PROOF LOAD WITHIN THE LIMITS AS DEFINED ON THE DRAWINGS, ALL ANCHORS OF THE SAME DIAMETER AND TYPE AS THE FAILED ANCHOR SHALL BE TESTED, UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER.

a. PROOF LOADS SHALL BE APPLIED WITH A CALIBRATED HYDRAULIC RAM. DISPLACEMENT OF ADHESIVE AND CAPSULE ANCHORS AT PROOF LOAD SHALL NOT EXCEED D/10, WHERE D IS THE NOMINAL ANCHOR DIAMETER.

IV. MINIMUM ANCHOR EMBEDMENTS, PROOF LOADS AND TORQUES SHALL BE AS SHOWN ON THE DRAWINGS.

No. Date: Description:

CORRIDORB100J

DISHWASHINGB49

CONVEYORROOMB49A

CUSTODIALB49B

B49A

B49B

FIRST FLOOR DISH ROOM

102F

DISHROOM102E

STORAGE102F

CORRIDOR100J

DN

’

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nSt

ate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:No.

Shee

t Titl

e:

Description:

Consultant:

420

N. P

ark

St.

Mad

ison

, Wis

cons

in 5

3706

19J1G

BD

10/30/2020

Consultant:

Architect:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in

Cha

dbou

rne

Res

iden

ce H

all

FS100

FOO

DSE

RVI

CE

- LAY

OU

T AN

D M

EP S

CH

EDU

LE

1/4" = 1' - 0"FOODSERVICE LAYOUT - LOWER LEVEL

1/4" = 1' - 0"FOODSERVICE LAYOUT - MAIN LEVEL

2

1N

N

CORRIDORB100J

DISHWASHINGB49

CONVEYORROOMB49A

CUSTODIALB49B

B49A

B49B

FIRST FLOOR DISH ROOM

102F

DISHROOM102E

STORAGE102F

CORRIDOR100J

DN

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nSt

ate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:No.

Shee

t Titl

e:

Description:

Consultant:

420

N. P

ark

St.

Mad

ison

, Wis

cons

in 5

3706

19J1G

BD

10/30/2020

Consultant:

Architect:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in

Cha

dbou

rne

Res

iden

ce H

all

FS200

FOO

DSE

RVI

CE

- PLU

MBI

NG

RO

UG

H-IN

S

1/4" = 1' - 0"FOODSERVICE LAYOUT - LOWER LEVEL

1/4" = 1' - 0"FOODSERVICE LAYOUT - MAIN LEVEL

2

1N

N

CORRIDORB100J

DISHWASHINGB49

CONVEYORROOMB49A

CUSTODIALB49B

B49A

B49B

FIRST FLOOR DISH ROOM

102F

DISHROOM102E

STORAGE102F

CORRIDOR100J

DN

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nSt

ate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:No.

Shee

t Titl

e:

Description:

Consultant:

420

N. P

ark

St.

Mad

ison

, Wis

cons

in 5

3706

19J1G

BD

10/30/2020

Consultant:

Architect:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in

Cha

dbou

rne

Res

iden

ce H

all

FS300

FOO

DSE

RVI

CE

- ELE

CTR

ICAL

RO

UG

H-IN

S

1/4" = 1' - 0"FOODSERVICE LAYOUT - LOWER LEVEL

1/4" = 1' - 0"FOODSERVICE LAYOUT - MAIN LEVEL

2

1N

N

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nSt

ate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:No.

Shee

t Titl

e:

Description:

Consultant:

420

N. P

ark

St.

Mad

ison

, Wis

cons

in 5

3706

19J1G

BD

10/30/2020

Consultant:

Architect:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in

Cha

dbou

rne

Res

iden

ce H

all

FS400

FOO

DSE

RVI

CE

- BI L

INE

SHO

P D

RAW

ING

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nSt

ate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:No.

Shee

t Titl

e:

Description:

Consultant:

420

N. P

ark

St.

Mad

ison

, Wis

cons

in 5

3706

19J1G

BD

10/30/2020

Consultant:

Architect:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in

Cha

dbou

rne

Res

iden

ce H

all

FS500

FOO

DSE

RVI

CE

- BI L

INE

SHO

P D

RAW

ING

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nSt

ate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:No.

Shee

t Titl

e:

Description:

Consultant:

420

N. P

ark

St.

Mad

ison

, Wis

cons

in 5

3706

19J1G

BD

10/30/2020

Consultant:

Architect:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in

Cha

dbou

rne

Res

iden

ce H

all

FS600

FOO

DSE

RVI

CE

- BI L

INE

SHO

P D

RAW

ING

Div

isio

n of

Fac

ilitie

sD

evel

opm

ent a

nd M

anag

emen

t

Dep

artm

ent o

f Adm

inis

tratio

nSt

ate

of W

isco

nsin

NumberSheet

Number

Type

IssuedDate

Set

GraphicScale

DFD

Date:

Revisions:No.

Shee

t Titl

e:

Description:

Consultant:

420

N. P

ark

St.

Mad

ison

, Wis

cons

in 5

3706

19J1G

BD

10/30/2020

Consultant:

Architect:

Rhe

ta's

Mar

ket D

ishr

oom

Ren

ovat

ion

Uni

vers

ity o

f Wis

cons

in -

Mad

ison

Mad

ison

, Wis

cons

in

Cha

dbou

rne

Res

iden

ce H

all

FS700

FOO

DSE

RVI

CE

- CH

AMPI

ON

SH

OP

DR

AWIN

G