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Page 1: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal
Page 2: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

A001

NO

TE

S A

ND

S

YM

BO

LS

SAB

SAN

SB

SC

SCHED

SCJ

SD

SECT

SHT

SHTHG

SIM

SJ

SLP

SPEC

SPKLR

SQ

SQ FT

SQ IN

SQ YD

STD

STL

STL JST

STL PL

STOR

STRUCT

SUSP

SUSP CLG

SYMM

SOUND ATTENUATION BLANKET

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULED

SLAB CONTROL JOINT

SOAP DISPENSER

SECTION

SHEET

SHEATHING

SIMILAR

SCORED JOINT

SLOPE

SPECIFICATION

SPRINKLER

SQUARE

SQUARE FOOT

SQUARE INCH

SQUARE YARD

STANDARD

STEEL

STEEL JOIST

STEEL PLATE

STORAGE

STRUCTURAL/STRUCTURE

SUSPENDED

SUSPENDED CEILING

SYMMETRICAL

LAM

LAV

LBS

LD BRG

LF

LH

LHR

LIN

RADIUS

RECEPTACLE

ROOF DRAIN

REINFORCING BAR

RECTANGULAR

REFERENCE

REINFORCING/REINFORCEMENT

REVISE/REVISION

RESILIENT FLOOR TILE

RIGHT HAND

RIGHT HAND REVERSE

ROOM

ROUND

ROUGH OPENING

RIGHT OF WAY

ROOF VENT

RAD

RECPT

RD

REBAR

RECT

REF

REINF

REV

RFT

RH

RHR

RM

RND

RO

ROW

RV

LTG

LAMINATED

LAVATORY

POUNDS

LOAD BEARING

LINEAR FOOT

LEFT HAND

LEFT HAND REVERSE

LINEAR

LIGHTING

DOUBLE

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DOUBLE HUNG

DIAMETER

DIAGONAL

DIMENSION

DOOR LOUVER

DAMPPROOFING

DOWN

DOOR

DRAIN TILE

DRAWING

DRAWER

DBL

DEPT

DET

DF

DH

DIAM

DIAG

DIM

DLV

DMPF

DN

DR

DT

DWG

DWR

HB

HC

HD

HDR

HDWD

HDWE

HGT

HM

HORIZ

HR

HVAC

GA

GALV

GB

GL

GL BLK

GLZ

GRL

GWB

GYP

GYP BD

GYP PLAS

FBC

FD

FDN

FE

FEC

FF

FGL

FHC

FHMS

FHWS

FIN

FIN FL

FIN GR

FLG

FLR

FLR FIN

FLEX

FLUOR

FOC

FOF

FOM

FOS

FPRF

FT

FTG

FURN

FXTR

EA

EF

EIFS

EJ

EL

ELEC

ELEV

EMER

ENCL

ENTR

EQ

EQUIP

EQUIV

ESMT

EW

EWC

EXC

EXH

EXST

EXP

EXP BT

EXP JT

EXT

BETWEEN

BARRIER FREE

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BULKHEAD

BENCH MARK

BORROWED LIGHT

BOTTOM

BEARING

BRACKET

BOTH SIDES

BASEMENT

BOTH WAYS

BETW

BF

BITUM

BLDG

BLK

BLKG

BLKHD

BM

BOR LT

BOT

BRG

BRKT

BS

BSMT

BW

C

C/C

C&G

CAB

CB

CG

CFLG

CFM

CHBD

CI

CJ

CL

CLG

CLR

CLO

CMU

CONST JT

COL

CONC

CENTIGRADE, CELSIUS

CENTER TO CENTER

CURB AND GUTTER

CABINET

CATCH BASIN

CORNER GUARD

COUNTER FLASHING

CUBIC FEET PER MINUTE

CHALKBOARD

CAST IRON

CONTROL JOINT

CENTER LINE

CEILING

CLEAR

CLOSET

CONCRETE MASONRY UNIT

CONSTRUCTION JOINT

COLUMN

CONCRETE

ANCHOR BOLT

ABANDON

AIR CONDITIONING

ACID RESISTANT

ACOUSTICAL

ACOUSTICAL PANEL

ACOUSTICAL TILE

AREA DRAIN

ADHESIVE

ADJUSTABLE

ADJACENT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED SLAB

AGGREGATE

AIR HANDLING UNIT

ALUMINUM

ALTERNATE, ALTERNATIVE

ALTERNATE NUMBER

ANODIZED

ACCESS PANEL

APPROXIMATE

ARCHITECTURAL

AUTOMATIC

AB

ABAN

AC

ACID RES

ACOUS

ACOUS PNL

ACOUS TILE

AD

ADH

ADJ

ADJC

AFF

AFG

AFS

AGGR

AHU

AL

ALT

ALT NO

ANOD

AP

APPROX

ARCH

AUTO

VB

VCT

VR

VENT

VERT

VEST

VINYL BASE

VINYL COMPOSITION TILE

VAPOR RETARDER

VENTILATING

VERTICAL

VESTIBULE

PBD

PERP

PERF

PL

PLAM

PLAS

PLBG

PLYWD

PNL

PNT

PR

PREFAB

PREFIN

PROJ

PSF

PSI

PTN

PTWD

PVC

PARTICLEBOARD

PERPENDICULAR

PERFORATED

PLATE

PLASTIC LAMINATE

PLASTER

PLUMBING

PLYWOOD

PANEL

PAINT

PAIR

PREFABRICATED

PREFINISHED

PROJECT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PARTITION

PRESERVATIVE TREATED WOOD

POLYVINYL CHLORIDE

HOSE BIB

HOLLOW CORE

HEAD

HEADER

HARDWOOD

HARDWARE

HEIGHT

HOLLOW METAL

HORIZONTAL

HOUR

HEATING, VENTILATION,

GAUGE

GALVANIZED

GRAB BAR

GLASS

GLASS BLOCK

GLAZING

GRILLE

GYPSUM WALLBOARD

GYPSUM

GYPSUM BOARD

GYPSUM PLASTER

QT

QTY

QUARRY TILE

QUANTITY

WIDE, WIDTH

WITHOUT

WOOD

WINDOW

WEATHERPROOF

WORKING POINT

WASTE RECEPTACLE

WELDED WIRE FABRIC

W

W/O

WD

WDW

WP

WP

WR

WWF

OVERHEAD

ON CENTER

OUTSIDE DIAMETER

OFFICE

OPENING

OPPOSITE

OVERHEAD

NORTH

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

MAINTENANCE

MASONRY

MATERIAL

MAXIMUM

MASONRY BEARING WALL

MEDIUM DENSITY OVERLAY

MECHANICAL

MEMBRANE

MEZZANINE

MANUFACTURER

MANHOLE

MOUNTING HEIGHT

MINIMUM

MIRROR

MISCELLANEOUS

MOVEMENT JOINT

MASONRY OPENING

MOUNTING

MULLION

MEMBRANE WATERPROOFING

MAINT

MAS

MATL

MAX

MBW

MDO

MECH

MEMB

MEZZ

MFG

MH

MHGT

MIN

MIR

MISC

MJ

MO

MTG

MULL

MWP

FIRE BLANKET CABINET

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FACE

FIBERGLASS

FIRE HOSE CABINET

FLAT HEAD MACHINE SCREW

FLAT HEAD WOOD SCREW

FINISH

FINISH FLOOR

FINISH GRADE

FLASHING

FLOOR

FLOOR FINISH

FLEXIBLE

FLUORESCENT

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FIREPROOFING

FOOT/FEET

FOOTING

FURNITURE

FIXTURE

OFCI

OFOI

OVDH

OC

OD

OFF

OPNG

OPP

OVHD

N

NA

NIC

NO

NOM

NTS

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

ELECTRIC/ELECTRICAL

ELEVATOR

EMERGENCY

ENCLOSURE

ENTRANCE

EQUAL

EQUIPMENT

EQUIVALENT

EASEMENT

EACH WAY

CH

EXCAVATION

EXHAUST

EXISTING

EXPANSION

EXPANSION BOLT

EXPANSION JOINT

EXTERIOR

UNDERCUT

UNDER FLOOR

UNDERGROUND

UNIT HEATER

UNEXCAVATED

UNFINISHED

UNLESS NOTED OTHERWISE

URINAL

UTILITY

UNIT VENTILATOR

TREAD

TOP AND BOTTOM

TOP OF CONCRETE

TOP OF CURB

TRENCH DRAIN

TOWEL DISPENSER/RECEPTACLE

TONGUE AND GROOVE

THRESHOLD

TOP OF JOIST

TREAD

TOP OF SLAB

TOP OF STEEL

TYPICAL

T

T&B

TC

TC

TD

TDR

T&G

THRES

TJ

TRD

TSL

TST

TYP

UC

UF

UGND

UH

UNEX

UNFIN

UNO

UR

UTIL

UV

CONF

CONST

CONT

CONTR

COORD

CORR

CSFHMS

CSFHWS

CSWK

CT

CTR

CUH

KITCHEN

CONFERENCE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COORDINATE

CORRIDOR

CASEWORK

CERAMIC TILE

CENTER

CABINET UNIT HEATER

KIT

IN

INCAND

INSUL

INTR

JC

JT

INCHES

INCANDESCENT

INSULATION

INTERIOR

JANITOR'S CLOSET

JOINT

ABBREVIATIONS

AIR CONDITIONING

FOG FACE OF GLASS

VIF VERIFY IN FIELD

OWNER FURNISHED-

CONTRACTOR INSTALLED

OWNER FURNISHED -

OWNER INSTALLED

EXTERIOR INSULATION &

FINISH SYSTEM

SCS SPECILIZED CEILING SYSTEM

1. REFER TO ALL DRAWINGS INCLUDING ALL OTHER TRADES FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS.

2. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

3. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE INDICATED.

4. CONTRACTOR SHALL PROVIDE STIFFENERS, BRACINGS, BACKING PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER

INSTALLATION OF ALL CASEWORK, TOILET ROOM ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS EQUIPMENT.

5. ALL RECESSED CABINETS, PANELS, BOXES, ETC. LOCATED IN FIRE-RATED PARTITIONS SHALL BE INSTALLED IN A MANNER WHICH MAINTAINS

THE FIRE-RATED CONSTRUCTION.

6. GPC SHALL COORDINATE ALL PLUMBING, HVAC AND ELECTRICAL FLOOR, ROOF, AND WALL SLEEVES AND ALL MECHANICAL SHAFTS WITH ALL

OTHER TRADES DRAWINGS.

7. REFER TO PLUMBING, HVAC AND ELECTRICAL CONTRACTORS DRAWINGS AND MANUFACTURERS TEMPLATE DRAWINGS FOR ALL MECHANICAL

AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, ETC.

8. ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS. CONTRACTORS SHALL CAREFULLY

STUDY AND COMPARE ALL DRAWINGS DURING THE BIDDING PERIOD AND BEFORE INSTALLATION OF THEIR WORK. ANY INCONSISTENCIES IN

THE DRAWINGS SHALL BE REPORTED PROMPTLY TO THE ARCHITECT FOR CLARIFICATION.

9. DO NOT SCALE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE - USE GIVEN DIMENSIONS. CONTRACTOR SHALL VERIFY ALL

CONDITIONS AND DIMENSIONS AT THE PROJECT SITE PRIOR TO THE START OF CONSTRUCTION. ANY INCONSISTENCIES DISCOVERED BY THE

CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT FOR CLARIFICATION BEFORE COMMENCING THE WORK.

10. THE EXISTING BUILDING INFORMATION INCLUDING BUT NOT LIMITED TO: ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING, DEPICTED

IN THESE CONSTRUCTION DOCUMENTS ARE BASED UPON EXISTING BUILDING DRAWINGS PROVIDED BY THE OWNER. THE

ARCHITECT/ENGINEER MAKES NO WARRANTY OR REPRESENTATION WITH REFERENCE TO THE ACCURACY AND COMPLETENESS OF THE

ORIGINAL DRAWINGS. THE ARCHITECT HAS UNDERTAKEN LIMITED FIELD VERIFICATION OF THE EXISTING BUILDING INFORMATION. THE

CONTRACTOR SHALL FIELD VERIFY THE ACCURACY OF EXISTING CONDITIONS.

11. CONTRACTOR SHALL SECURE BUILDING AREAS OF WORK AT END OF EACH WORK DAY. PROVIDE ENCLOSURES AT EXTERIOR PENETRATIONS

AND OBTAIN CONSTRUCTION REPRESENTATIVE APPROVAL ON METHOD OF SECURING PENETRATIONS. EXTERIOR EQUIPMENT SHALL BE

SECURED AT END OF EACH WORK DAY.

12. CONTRACTOR MAY UTILIZE SPACE DELINEATED BY CONSTRUCTION LIMITS EXCEPT WITHIN TREE PROTECTION AREA. THE CONTRACTOR IS

RESPONSIBLE TO REPAIR, RESTORE OR REPLACE ALL SITE ELEMENTS DAMAGED DURING CONSTRUCTION. THE SITE ELEMENTS INCLUDE BUT

ARE NOT LIMITED TO GRASS, CONCRETE SIDEWALKS, CURBS, ASPHALT, MARKINGS, SIGNAGE, MANHOLES AND ELECTRICAL APPARATUS.

13. CONSTRUCTION STORAGE, STAGING AND PARKING IS LIMITED TO CONSTRUCTION LIMIT.

14. COORDINATE STAGING WITH CONSTRUCTION REPRESENTATIVE.

15. AREAS WITH LIMITED ACCESS, THE ACCESS SHALL BE COORDINATED WITH CONSTRUCTION REPRESENTATIVE IN A MANNER TO MAINTAIN SAFE

OCCUPANCY OF BUILDING.

16. COORDINATE LOCATION OF GARBAGE RECEPTACLES AND CONTRACTOR WASTE AREA WITH CONSTRUCTION REPRESENTATIVE.

GENERAL NOTES

SYMBOL LEGEND

DEMOLITION SPECIFIC NOTES

SPECIFIC NOTES

PARTITION TYPES

NEW ROOM NUMBER

DOOR NUMBER

SECTION / DETAIL

DETAIL REFERENCE

ELEVATION REFERENCE

CEILING HEIGHT MARKER

8'-0" AFF

1

HALLWAY

100

2

1

FIRE RATED PARTITION

128

COUNTERSUNK FLAT HEAD MACHINE SCREW

COUNTERSUNK FLAT HEAD WOOD SCREW

AutoCAD SHX Text
A201
AutoCAD SHX Text
4
AutoCAD SHX Text
A501
AutoCAD SHX Text
1
AutoCAD SHX Text
A301
AutoCAD SHX Text
1
Page 3: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

old

win

dow

s

assumed column size (& position)per old plans

5314

NEWDESTASSIO LAB.

5316

NEWRESEARCHER'S OFFICE

5320

NEWP.I. OFFICE

5318

NEWP.I. OFFICE

5322

NEWP.I. OFFICE

5324

NEWP.I. OFFICE

5326

NEWP.I. OFFICE

5328

NEWP.I. OFFICE

5330

NEWP.I. OFFICE

5334

NEWR.A.OFFICE

5332

NEWR.A.OFFICE

assumed shaft

5336

NEWR.A.OFFICE

5307

NEWERWIN LAB.

5310

NEWCONDENSED MATTERCONFERENCE ROOM

5312

NEWDESTASSIO LAB.

5315

NEWERWIN LAB.

5304

NEWR.A.OFFICE

5302

NEWSHARED

GROUP OFFICE

5323

NEWPONDROM LAB.

5335

NEWSAFFMAN LAB.

assumed

assumed shaft

5340

NEWR.A.OFFICE

5338

NEWR.A.OFFICE

EXISTIN

G

5114

NEWP.I. OFFICE

5122

NEWPRINCIPAL INVESTIGATOR

OFFICE

5120

NEWP.I. OFFICE

5116

NEWP.I. OFFICE

5260

NEWWALKER LAB.

5250

NEWWALKER LAB.

EXISTING

5117

NEWSHARED HOOD ROOM

5134

NEWERIKSSON LAB.

5133

NEWMEN

5135

NEWWOMEN

5140

NEWERIKSSON LAB.

5127

NEWJANITOR

assumed location of old windows per old plans

pipe shaft

5130

NEWRZCHOWSKI LAB.

5125

NEWWINOKUR LAB.

5201

NEW OFFICE orCONFERENCE ROOM

5105

NEWONELLION LAB.

5107

NEWHIMPSEL LAB.

5124

NEWRZCHOWSKI LAB.

5110

NEWR.A.OFFICE

5112

NEWRESEARCH ASSISTANT

OFFICE

5108

NEWR.A.OFFICE

5104

NEWR.A.OFFICE

5106

NEWR.A.OFFICE

5102

NEWP.I. OFFICE

5100ANEW STAIRWAY NO 2

5101

NEWONELLION LAB.

5242

EXISTINGSPACE PHYSICS

5202

EXISTINGSPACE PHYSICS

5204

EXISTINGSPACE PHYSICS

5206

EXISTINGSPACE PHYSICS

5246

EXISTINGSPACE PHYSICS

5242C

EXISTINGSPACE PHYSICS

5242B

EXISTINGSPACE PHYSICS

5242A

EXISTINGSPACE PHYSICS

5200K

EXISTINGCORRIDOR

5247

EXISTINGOFFICE

5243

EXISTINGOFFICE

5241

EXISTINGOFFICE

5212

EXISTINGOFFICE

5214

EXISTINGOFFICE

5216

EXISTINGOFFICE

5218

EXISTINGOFFICE

5220

EXISTINGOFFICE

5200J

EXISTINGCORRIDOR

5200P

EXISTINGCORRIDOR

4220

OPEN TOLIBRARY BELOW

5267

EXISTINGOFFICE

5265

EXISTINGOFFICE

5263

EXISTINGOFFICE

4220

EXISTINGLIBRARY MEZZANINE

5100B

STAIRWAY NO 5EXISTING

5126

NEWPUMPALLEY

5136

NEWPUMPALLEY

5205

EXISTINGFACULTY OFFICE

5207

EXISTINGFACULTY OFFICE

5209

EXISTINGFACULTY OFFICE

5211

EXISTINGFACULTY OFFICE

5213

EXISTINGFACULTY OFFICE

5215

NEWPHENOMENOLOGY

OFFICE5217

NEWPHENOMENOLOGY

OFFICE

5219

NEWPHENOMENOLOGY

OFFICE5221

NEWPHENOMENOLOGY

OFFICE

5264

EXISTING PHENOMENOLOGYOFFICES AND LABS

5264A

EXISTING PH.OFFICES/ LABS

5264B

EXISTING PH.OFFICES/ LABS

5264C

EXISTING PH.OFFICES/ LABS

5264D

EXISTING PH.OFFICES/ LABS

5264E

EXISTING PH.OFFICES/ LABS

5264F

EXISTING PH.OFFICES/ LABS

5264G

EXISTING PH.OFFICES/ LABS

5200H

EXISTINGELEV. N0 1

5200i

ELEV. N0 2EXISTING

5200i

ELEV. N0 3EXISTING

5200A

EXISTINGSTAIRS NO 3

5223

EXISTINGELECTRIC/TELE.

ROOM

5277

EXISTING PH.OFFICES/ LABS

5279

EXISTING PH.OFFICES/ LABS

5281

EXISTING PH.OFFICES/ LABS

5285

EXISTING PH.OFFICES/ LABS

8287

EXISTING PH.OFFICES/ LABS

5289

EXISTING PH.OFFICES/ LABS

5291

EXISTING PH.OFFICES/ LABS

5293

EXISTING PH.OFFICES/ LABS

5295

EXISTING PH.OFFICES/ LABS

5280A

EXISTING PH.OFFICES/ LABS

5290

EXISTING PH.OFFICES/ LABS

5294

EXISTING PH.OFFICES/ LABS

5294A

EXISTING PH.OFFICES/ LABS

5286

EXISTING PH.OFFICES/ LABS

5284

EXISTING PH.OFFICES/ LABS

5282

EXISTING PH.OFFICES/ LABS

5278

EXISTING PH.OFFICES/ LABS

5278A

EXISTING PH.OFFICES/ LABS

5275

EXISTING PH.OFFICES/ LABS

5273

EXISTING PH.OFFICES/ LABS

5271

EXISTING PH.OFFICES/ LABS

5200E

EXISTINGSTAIRWAY NO 1

5200R

EXISTING CORRIDOR

5200J

EXISTING CORRIDOR

EXISTING

5300BNEW STAIRWAY NO 6

5137

NEW INTERMEDIATEDISTRIBUTION FRAME

5200C

EXISTINGSTAIR

5200B

EXISTINGSTAIR

5200T

CONNECTINGLINK

5280

EXISTINGFOYER

5203

EXISTINGFACULTY OFFICE

5100N

NEWCORRIDOR

5100P

EXISTINGCORRIDOR

5300Q

NEWCORRIDOR

5200N

NEWCORRIDOR

5100K

NEWCORRIDOR

5300P

NEWCORRIDOR

5300P

NEWCORRIDOR

EXISTINGCHASE

EXISTING

EXISTINGEXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTIN

G

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTIN

G

EXISTING

EXISTIN

G EXISTINGEXISTIN

G

EXISTING

EXISTING

EXIS

TING

EXIS

TING

EXISTING

EXISTINGEXISTIN

G

EXISTING

EXISTIN

G

EXISTING

EXISTIN

G

EXISTIN

G

EXISTING

EXISTING

EXISTING

EXISTING

EXISTINGEXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTIN

G

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTIN

G

EXISTIN

G

EXI

STI

NG

EXISTING

EXISTIN

G

EXISTINGEXIS

TING

EXIS

TING

EXISTING

EXISTING

EXISTIN

GEXISTING

5118

NEWP.I. OFFICE

5257

NEWOFFICE

5303

NEWELECTRICAL

ROOM

5301

NEWTELECOM

ROOM5300C

NEWCORRIDOR

3000

EXISTINGLIGHT WELL

5117A

NEWCLEAN ROOM

EXISTING

EXISTIN

G

2500 LBS.LAB

TABLE

2500 LBS.LAB

TABLE

2500 LBS.LAB

TABLE

2500 LBS.LAB

TABLE

2500 LBS.LAB

TABLE

2500 LBS.LAB

TABLE

MECHANICAL

5376

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

12

12

3

13

14

3

3

3

15

E8

E8

E8

E8

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

SN1

11

2

2

AREA OF WORK

1327

NEWMDF. ROOM

1323

NEWLAWLER

LIFE- TIME LAB.

1315

NEWLIN/ANDERSON LAB.

1321

NEWLIN/ANDERSON LAB.

1312

NEWLIN/ ANDERSON LAB.

ATOM TRAP EXPERIMENT

1314

NEWLIN/ANDERSON

SLOW BEAM EXPERIMENT

1316

NEWRESEARCHER'S OFFICE

1318

NEWR.A. OFFICE

1320

NEWR.A. OFFICE

1322

NEWR.A. OFFICE

1324

NEWR.A. OFFICE

1326

NEWR.A. OFFICE

1338

NEWR.A. OFFICE

1336

NEWR.A. OFFICE

1331

NEWWOMEN'S ROOM

1306

NEWLIN/ANDERSON

SLOW BEAM LAB.

1309

NEWLIN/ANDERSONFAST BEAM LAB.

1337

NEWLAWLER LAB

1300BNEW STAIRWAY NO.6

1200YNEW LIFT

1256

EXISTINGMECHANICAL ROOM

1152

NEWPOST.DOC.

OFFICE

1270

NEW PHYSICSLECTURE DEMONSTRATION

STAGING AREA

1245SHOWER

1243

NEWMEN'S ROOM

1241

NEWWOMEN'S ROOM

1209

NEW OFFICE OFPHYSICS OUTREACH

& W.O.P.

1200DNEW STAIRS NO 7

1149

NEWSTOCKROOM

1147

NEWPLASMA LAB

1150

NEWR.A. OFFICE

1148

NEWROESLER LAB

1246B

NEWLARGE STM LAB

1246C

NEWCRYO STM LAB

1146

NEWROESLER LAB

1246

NEWMICROSCOPE SUITEPREPARATION ROOM

1242R.A. OFFICE

1246A

NEWAFM LAB

1205

EXISTINGFOREST LAB.

1272

NEWAUDIO/VIDEO

OFFICE

2103

REMODELED RENNEBOHMDEMONSTRATION HALL

303 SEATS

1137

EXISTING--

1139

EXISTING--

1135

EXISTING--

1133

EXISTING--

1129

EXISTING--

1127

EXISTING--

1125

EXISTING--

1117

EXISTING--

1103

EXISTING--

1105

EXISTING--

1101

EXISTING--

1104

EXISTING--

1106

EXISTING--

1102

EXISTING--

1108

EXISTING--

1110

EXISTING--

1112A

EXISTING--

1100K

EXISTINGCORRIDOR

1114

EXISTING--

1116

EXISTING--

1118

EXISTING--

1122

EXISTING--

1120

EXISTING--

1124

EXISTING--

1126

EXISTING--

1128

EXISTING--

1132

EXISTING--

1134

EXISTING--

1136

EXISTING--

1140

EXISTING--

1138

EXISTING--

1142

EXISTING--

1144

EXISTING--

1100M

EXISTINGCORRIDOR

1100B

STAIRWAY NO 5EXISTING

1242A

NEW PUMPROOM

1220

NEWBREAK ROOM

1212A

EXISTINGFLAMMABLE STORAGE

1212

EXISTINGCHEMICAL ROOM

1220A

EXISTINGPUMP ROOM

1249

NEW SELF SERVEMACHINE SHOP

1228B

EXISTING STORAGE

UP

1259

NEW STORAGEFOR THE

MACHINE SHOP

1303

NEWELECTRICAL

ROOM

1228

EXISTING MACHINE SHOP

1228A

EXISTING SHOP MGR. OFFICE

1233B

EXISTING MSTCONTROL ROOM

1200A

STAIRS NO 3EXISTING

1200H

ELEV. N0 1EXISTING

1200I

ELEV. N0 3EXISTING

1200I

ELEV. N0 2EXISTING

1226

EXISTINGJANITOR

1233A

EXISTING ELEV.EQUIP. ROOM

1269

EXISTING EQUIPMENT STORAGE

1267

EXISTINGUTILITYROOM

1262

EXISTING LOADING

DOCK

1268

NEWWOOD SHOP

1233

EXISTING MST LAB.

1200Z

NEW ELEV.NO 4

1219

EXISTING LOADING DOCKRECEIVING AREA

1217

ELEVATOREQIUP.ROOM

1329

NEWMEN'S ROOM

1325

NEWLAWLER

LIGHTING LAB.

1260

EXISTING LOADING

DOCK

1300KNEW LOBBY

1300P

CORRIDOR

1300MCORRIDOR 1200N

CORRIDOR

1200PCORRIDOR

1228

EXISTING MACHINE SHOP

1200GSTAIR

1263

PLUMBINGROOM

1200JCORRIDOR

1200QSTAIR

1203

EXISTINGSTORAGE

1205A

NEWFORREST LAB.

1200JCORRIDOR

1200KCORRIDOR

1100RCORRIDOR

1123

EXISTING--

1112

EXISTING--

1100J

EXISTINGCORRIDOR

1100L

EXISTINGCORRIDOR

1334

NEWR.A. OFFICE

1328CLOSET

1270A

ELECTRIC/TELECOM

ROOM

1300F

NEW STAIRNO. 8

1146A

NEWPUMPALLEY

1332JANITOR

1156

EXISTINGWATER HEATER

EXISTING TUNNEL - 1' ABOVE FLOOR 4' X 6'

1260F

EXISTINGGARBAGE ROOM

1100D

CORRIDORSTAIR

1200G

CORRIDORRAMP

1303A

NEWTELECOM

ROOM

1300H

NEWELEV.NO 5

1300Q

NEWCHARTER STREETENTRANCE LOBBY

1100H

NEWSTORAGE

EXISTIN

G

TWO PARKING STALLS FOR

CONTRACTOR DUMPSTER

(LOT 115)

MATERIALS STAGING IN

LOADING DOCK 1260.

LOCATION SHALL BE

COORDINATED WITH FP&M

GENERAL INFORMATION

BUILDING OCCUPANCY: EXISTING 'B' OCCUPANCY

NO CHANGE TO USE

NO CHANGE TO OCCUPANCY LOAD

DESIGN CODE : WISCONSIN COMMERCIAL BUILDING CODE INCORPORATING EXISTING BUILDING CODE 2009 EDITION

REF SECTION

ROOM AREA

5264 NORTH LASER LAB 600

5266 SOUTH LASER LAB 600

TOTAL 1200 GSF

CONSTRUCTION TYPE: TYPE 1A

FIRE SUPPRESSION NONE AT THIS AREA OF WORK

FIRE ALARM NONE AT THIS AREA OF WORK

FIRE RESISTANCE: NO CHANGE TO RATING

IBC TABLE 601

IBC 508.4

LEVEL 2 ALTERATIONIEBC

CONTRACTOR STAGING NOTES:

1. MAINTAIN ACCESS IN HALLWAYS AT ALL TIMES. HALLWAYS ARE USED FOR EMERGENCY EGRESS AND RECEIVING.

2. COORDINATE LARGE DELIVERIES, EQUIPMENT, LARGE QUANTITIES, OR LARGE SIZED ITEMS WITH BUILDING FACILITY MANAGER

3. EXISTING TOILETS IN HALLWAYS ARE AVAILABLE FOR CONTRACTOR USE.

4. AREA OF WORK MUST BE SECURED AT END OF EACH DAY.

5. AREA OF WORK IS AVAILABLE TO CONTRACTOR FOR TOOL STORAGE.

6. COORDINATE WORK HOURS WITH BUILDING FACILITY MANAGER.

7. CONTRACTOR PARKING AVAILABLE THROUGH UW TRANSPORTATION PERMIT.

8. CONTRACTOR AND DUMPSTER STAGING AREAS LIMITED TO AREAS SHOWN ON STAGING PLAN. COORDINATE EXTENTS OF MATERIALS

STAGING AREA WITH BUILDING FACILITY MANAGER. BUILDING SHIPPING AND RECEIVING SHALL REMAIN OPERATIONAL THROUGHOUT

DURATION OF PROJECT.

A002

CO

DE

IN

FO

RM

AT

IO

N A

ND

S

TA

GIN

G

2

1'-0" = 30'

FIFTH FLOOR PLAN

N

1

1'-0" = 30'

FIRST FLOOR PLAN

N

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

AutoCAD SHX Text
13R ( 7 "); 12T (10 ")
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16X11";17X7 "
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Xref E:\4940100\Arch\Misc\walltypekeys.dwg
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STEAM TUNNEL
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RAMP run: 27'-0" rise: 2'-3" slope: 1:12
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Page 4: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

5264

EXISTING PHENOMENOLOGYOFFICES AND LABS

5264A

EXISTING PH.OFFICES/ LABS

5264B

EXISTING PH.OFFICES/ LABS

5264C

EXISTING PH.OFFICES/ LABS

5264D

EXISTING PH.OFFICES/ LABS

5264E

EXISTING PH.OFFICES/ LABS

5264F

EXISTING PH.OFFICES/ LABS

5264G

EXISTING PH.OFFICES/ LABS

EXISTING

EXISTING

EXISTIN

G

EXISTING

EXISTIN

G

EXISTIN

G

EXISTING

EXISTING

EXISTING

1

1

1

1

1

11

2

2

2

2

2

22

2

2

2

2

2

4

4

4

3

1

5

5

5

5

9 9

9

9

9

9

9

9

9

10

11

10

7

SPECIFIC DEMOLITION PLAN NOTES

DEMOLISH HOLLOW METAL DOOR AND FRAME1

2

DEMOLISH EXISTING GWB PARTITION COMPLETE.

3

REMOVE EXISTING DOOR. FRAME TO REMAIN.

5

REMOVE CMU TO ACCOMMODATE DUCT ROUTING, COORDINATE SIZE AND

LOCATION

6

DEMOLISH EXISTING WIREMOLD SYSTEM COMPLETE- PATCH HOLES IN

EXISTING SUBSTRATE. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION.

REMOVE AND SALVAGE ROOM SIGNAGE FOR REINSTALLATION

7

GENERAL DEMOLITION NOTES

1. PROTECT EXISTING SURFACES TO REMAIN DURING DEMOLITION AND

CONSTRUCTION

2. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL FOR EXTENT OF

DEMOLITION REQUIREMENTS AND COORDINATION

3. REFER TO REFLECTED CEILING DEMOLITION PLAN FOR EXTENT REMOVAL

/ MODIFICATIONS OF EXISTING CEILINGS

4. COORDINATE SURFACE PREP WITH MANUFACTURER RECOMMENDATION

FOR FINAL FINISH PRODUCTS

5. DEMO ANY MISC TRIM, PANELING, PROJECTIONS, HANGERS, SUPPORTS

AND OTHER ITEMS ATTACHED TO PARTITION. PREP EXISTING TO REMAIN

PARTITIONS, WALLS, AND ELEMENTS FOR NEW FINISHES AS SCHEDULED

6. DEMOLITION TYPICALLY SHOWN DASHED

7. EXISTING STRUCTURE TO REMAIN, PROTECT AS REQUIRED.

8. REMOVE ALL CHALKBOARDS, BULLETIN BOARDS, COAT HANGERS, WOOD

TRIM, ETC FROM WALLS

9. REMOVE ALL EXISTING WALL BASE FROM AREA

10. INFILL EXISTING OPENINGS IN LAB PERIMETER WHERE MECHANICAL

DEMOLITION WITH CMU TO MATCH EXISTING ADJACENT CONSTRUCTION

11. REFER TO FRONT END SPECIFICATIONS FOR MATERIALS IDENTIFIED FOR

ABATEMENT. COORDINATE THIS WORK WITH OWNER

NOT USED8

4

DEMOLISH GWB AND FURRING COMPLETE. PATCH HOLES IN SUBSTRATE AS

REQUIRED AND PREP FOR NEW FINISH.

DEMOLISH CEILING SYSTEM COMPLETE. REMOVE TRIM AND

HANGERS. FILL HOLES IN EXISTING CONCRETE STRUCTURE

WITH CEMENTITOUS MATERIAL

21

DEMOLISH EXISTING LIGHT FIXTURES. DEMOLISH

ASSOCIATED CONDUIT. REFER TO ELECTRICAL FOR

ADDITIONAL INFORMATION.

22

DEMOLISH EXISTING MECHANICAL GRILLE. REFER TO

MECHANICAL FOR ADDITIONAL INFORMATION.

23

PREP EXISTING CONCRETE SLAB TO ACCOMMODATE FINAL FINISH PER

MANUFACTURERS RECOMMENDATIONS

9

REMOVE EXISTING CMU TO EXTENT REQUIRED TO ACCOMMODATE NEW

DUCTWORK. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR

10

CORE EXISTING CAST IN PLACE CONCRETE WALL (ASSUMED) TO

ACCOMMODATE POINT EXHAUST DUCT. REFER TO MECHANICAL FOR SIZE AND

A900 FOR ESCUTCHEON INFORMATION.

11

21

21

21

21

21

21

21

21

21

22

2222

2222

22

22 22

22

22

22

22

22

22

22

22

22

22

22

22

22

2222

2222

23

23

23

23

23

23

23

23

23

23

AD101

PA

RT

IT

IO

N F

IF

TH

F

LO

OR

D

EM

OL

IT

IO

N P

LA

N

1

1/4" = 1'-0"

PARTIAL FIFTH FLOOR DEMOLITION PLAN

N

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

2

1/4" = 1'-0"

PARTIAL FIFTH FLOOR REFLECTED CEILING DEMOLITION PLAN

N

AutoCAD SHX Text
A
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A
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0"
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4'
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8'
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Page 5: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

GENERAL PLAN NOTES:

1. REFER TO ALL DRAWINGS INCLUDING OTHER TRADES

2. FIRST FLOOR ELEVATION IS ASSUMED 100'-0" IN THESE DRAWINGS.

3. REFER TO DRAWING A601 FOR PARTITION TYPES AND DETAILS

4. REFER TO GENERAL NOTES AND OTHER PROJECT INFORMATION.

5. REFER TO PROJECT'S GENERAL REQUIREMENTS FOR PROJECT

CONSTRUCTION SEQUENCING

6. DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED.

7. REFER TO A601 FOR ROOM FINISH SCHEDULE FOR FINAL FINISHES. PREP

SURFACES TO RECEIVE FINAL FINISH.

8. PROVIDE BLOCKING AND REINFORCING TO ACCOMMODATE CASEWORK,

EQUIPMENT AND OTHER DEVICES

9. COORDINATE OWNER SUPPLIED EQUIPMENT.

10. PATCH EXISTING TO REMAIN WALLS AND PARTITIONS TO RECEIVE FINAL

FINISH MATERIAL

11. REFER TO A900 FOR LAB EQUIPMENT INFORMATION

1

2

3

4

5

6

OWNER PROVIDED OWNER INSTALLED LASER TABLE

PLAN KEY:

DOOR NUMBER - REFER TO DOOR SCHEDULE A701

1

PARTITION TYPE TAG

251A

SNORKEL POINT EXHAUST

LAB CASEWORK. REFER TO CASEWORK ELEVATIONS

EXTENTS OF SUSPENDED EQUIPMENT SUPPORT SYSTEM- REFER TO A901 FOR

ADDITIONAL INFORMATION

COMPRESSED AIR CONNECTION

PASS THROUGH SLEEVE

SS UNDERMOUNT SINK

SPECIFIC PLAN NOTES:

7

FACE OF SOFFIT ABOVE8

4" HOLE DIA CORED IN WALL. COORDINATE LOCATION WITH USERS9

EXISTING

EXISTING

EXISTING

LASER TABLE

LASER TABLE

4'-0"

CLEAR

5'-0"

3'-2"

3'-2"

10'-0"

7'-0"7'-10"

4'-0"

CLEAR

5'-0"7'-10"

2'-0"

2'-0"

5266-A

52

66

-B

5264-A

CA

D 1

D 1

v

5'-8"

F.O. SOFFIT

ABOVE

4'-4"

F.O. SOFFIT

ABOVE

MECHANICAL

5376

4"

LASER TABLE

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

LASER TABLE

5'-8"

5'-8"

10'-0"

7'-0"10'-0"

E2

E

E2

E

E2

PE1

PE1

E

E

2'-0"

8'-0" 6'-3"

3'-2"

10'-0"

3'-2"

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

CA

5'-8"

F.O. SOFFIT

ABOVE

PW

TA

NK

RE

ST

RA

IN

T

TA

NK

RE

ST

RA

IN

T

PW

1

1

1

1 1

2

2

27

3

3

3

4

4

5

6

8

3

A701

1

2

3

4

A701

5

2

6

4 A7017

8

5

99

6

T.O EXISTING WALL AT

±10'-0" AFF

A101

PA

RT

IA

L F

IF

TH

F

LO

OR

P

LA

N

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

1

1/4" = 1'-0"

PARTIAL FIFTH FLOOR PLAN

N

AutoCAD SHX Text
A
AutoCAD SHX Text
0"
AutoCAD SHX Text
4'
AutoCAD SHX Text
8'
AutoCAD SHX Text
2'
Page 6: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

S

DT

S

DT

S

DT

S

DT

S

DT

S

DT

T

H

T

T

8Ø EA

5200P

EXISTINGCORRIDOR

2258

EXISTINGSHAFT

2276

EXISTINGSHAFT

EXISTING

EXISTING

EXISTING

1

2

'

-

6

"

E

T

R

S

T

E

M

8

'

-

0

"

E

Q

U

I

P

S

U

P

P

O

R

T

1

1

A601

2

A601

2

9

'

-

6

"

B

.

O

.

S

O

F

F

I

T

9

'

-

6

"

B

.

O

.

S

O

F

F

I

T

4'-4"

VIF

5'-8"

VIF

1

4

'

-

2

"

E

T

R

S

L

A

B

1

4

'

-

2

"

B

.

O

.

S

L

A

B

1

2

'

-

6

"

B

.

O

.

S

T

E

M

2

2

2

2

1

1

1

11

11

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

5'-8"

VIF

4'-0"

8

'

-

0

"

E

Q

U

I

P

S

U

P

P

O

R

T

A601

2

SIM

TYP

TYP

TYP

TYP

TYP TYP

T.O EXISTING WALL AT

±10'-0" AFF

1

2

'

-

6

"

E

T

R

SPOT ELEVATION TAG

1. EQUIPMENT, ELECTRICAL FIXTURES AND OTHER DEVICES DEPICTED IN

CEILING PLAN LAYOUT ARE FOR COORDINATION AND REFERENCE.

REFER TO INDIVIDUAL DISCIPLINES FOR REQUIREMENTS, WIRING,

SWITCHING AND OTHER RELATED INFORMATION.

2. REFER TO FLOOR PLAN FOR DIMENSIONS AND PARTITION TYPES

3. REFER TO ROOM FINISH SCHEDULE FOR CEILING FINISH SELECTIONS.

4. COORDINATE OWNER SUPPLIED EQUIPMENT AND DEVICES

5. COORDINATE MECHANICAL AND LIGHTING LAYOUT

6. EXISTING STRUCTURAL ELEVATIONS AND DIMENSIONS BASED ON

LIMITED FIELD MEASUREMENTS. VERIFY ALL DIMENSIONS IN FIELD

PRIOR TO INSTALLATION.

GENERAL CEILING PLAN NOTES

EXISTING CONCRETE

STRUCTURAL SLAB SYSTEM

CEILING PLAN LEGEND

SUPPLY DIFFUSER - LAY IN,

REFER TO MECHANICAL

RETURN GRILLE, REFER TO MECHANICAL

OCCUPANCY SENSOR - CEILING MOUNTED

EXIT LIGHT, REFER TO ELECTRICAL

PENDENT FIXTURE

PENDANT MOUNTED FIXTURE

FLUSH MOUNTED 8" CAN FIXTURE

WALL MOUNT FIXTURE

CEILING SYMBOL LEGEND -

REFER TO MECHANICAL AND ELECTRICAL

O

S

WALL MOUNT SCONCE

SPECIFIC CEILING PLAN NOTES

INFILL ANY OPENINGS WHERE CONDUIT, SCREWS, HANGERS, ETC

DEMOLISHED WITH CEMENTITIOUS MATERIAL COMPATIBLE WITH EXISTING

CONCRETE SLAB. FINISH FLUSH WITH ADJACENT AND PREP FOR PAINT

FINISH

1

EXTENTS OF OVERHEAD EQUIPMENT SUPPORT. REFER TO A901 FOR

ADDITIONAL INFORMATION

2

GWB SOFFIT SYSTEM

A151

RE

FL

EC

TE

D C

EIL

IN

G P

LA

N

1

1/4" = 1'-0"

FIFTH FLOOR PLAN REFLECTED CEILING PLAN

N

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

AutoCAD SHX Text
0"
AutoCAD SHX Text
4'
AutoCAD SHX Text
8'
AutoCAD SHX Text
2'
Page 7: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

SOUND ATTENUATION BLANKET AT EACH ROW

OF STUDS

2 ROWS OF18 GA 3-5/8" METAL STUDS AT AT 16"

O.C.

1

10"

PARTITION TYPE

EXISTING CONCRETE STRUCTURE

1/2" A/C FIRE RETARDANT PLYWOOD

1

NOT TO SCALE

PARTITION TYPE

SET STUD TRACK IN 2 BEADS OF ACOUSTIC

SEALANT

SET 8" STUD TRACKS IN 2 BEADS OF ACOUSTIC

SEALANT

B.O. CONCRETE RIB BEYOND. REFER TO

DIAGRAM A

PARTITION FRAMING DIAGRAM AT STRUCTURE

EXTEND PLYWOOD TO BOTTOM OF CONCRETE

STRUCTURE

STUD FRAMING AT CONCRETE RIBS TO

ACCOMMODATE PLYWOOD

EXTEND PLYWOOD TO CONCRETE RIBS

STUD TRACK

EXISTING CONCRETE STRUCTURE

NOTE: DETAIL SIMILAR AT SOFFIT

A

B

1/2" PLYWOOD PANELING. FINISH WITH MATTE

POLYURETHANE. STAGGER PLYWOOD JOINTS.

EXPOSED FASTENERS 24" O.C. VERTICALLY.

PREDRILL PILOT HOLES.

SURFACE MOUNTED UNISTRUT BY USERS

B

PARTITION PLAN DIAGRAM

1/2" PLYWOOD PANELING. FINISH WITH MATTE

POLYURETHANE. STAGGER PLYWOOD JOINTS.

EXPOSED FASTENERS 24" O.C. VERTICALLY.

PREDRILL PILOT HOLES.

1/2" A/C FIRE RETARDANT PLYWOOD

SOUND ATTENUATION BLANKET AT EACH ROW

OF STUDS

2 ROWS OF18 GA 3-5/8" METAL STUDS AT AT 16"

O.C.

STAGGER PLYWOOD JOINTS

RUBBER WALL BASE AS SCHEDULED

CONT BEAD SEALANT

HOLD FURNITURE GRADE 1/4" ABOVE FINISH

FLOOR

DOUBLE STUD AT FACE OF SOFFIT ABOVE

CONT 6 MIL VAPOR RETARDER EA SIDE OF

PARTITION

CONT 6 MIL VAPOR RETARDER EA SIDE OF

PARTITION

2

3/4"=1'-0"

SOFFIT DETAIL

5'-8"

4'-4 3/4"

VIF

3 5/8" METAL STUDS AT 16" OC

5/8" GWB

EXISTING DUCT AND DUCT SUPPORTS TO

REMAIN

9'-6" A.F.F.

BOTTOM OF SOFFIT- VIF

6"

±14'-4 3/4" A.F.F.

BOTTOM OF STRUCTURE

B.O. STRUCTURAL RIB BEYOND

5'-0"

VIF

CONT 10 MIL VAPOR BARRIER. FASTEN TO

EXISTING CONC STRUCTURE. TAPE

CONTINUOUS.

C

METAL BRIDGING TO NEXT ADJACENT STUD AT

16" O.C.- HORIZONTAL AND VERTICAL FACES OF

SOFFIT

ABBREVIATIONS

ETR EXISTING TO REMAIN

GENERAL DOOR SCHEDULE NOTES:

1. REFER TO ROOM FINISH SCHEDULE FOR PAINT COLORS.

2. COORDINATE KEYING CONFERENCE WITH OWNER.

3. REFER TO FLOOR PLANS FOR PARTITION TYPES

DOOR SCHEDULE

PLOT ROOM NAME DOOR SIZE TYPE MAT'L FINISH GLASS LABEL FRAME MAT'L FINISH DETAILS NOTES HDW SET

5266-A LASER LAB NORTH 5'-0"X7'-2" B WOOD ETR ETR

AIR SEAL,

SOUND SEAL

5266-B LASER LAB SOUTH 3'-0"X7'-0" A WOOD 1 HM

AIR SEAL,

SOUND SEAL

5264-A LASER LAB SOUTH 5'-0"X7'-2" B WOOD 2 HM

AIR SEAL,

SOUND SEAL

ROOM FINISH SCHEDULE

FLOOR WALL CEILING

PLOT ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST HEIGHT FINISH

REMARKS

5266 LASER LAB NORTH VCT-1 RB PNT-1 PNT-1 PLY PNT-1 ETR

PAINT EXISTING

CONCRETE

STRUCTURE

5264 LASER LAB SOUTH VCT-1 RB PLY PNT-1 PNT-1 PNT-1 ETR

PAINT EXISTING

CONCRETE

STRUCTURE

FINISH LEGEND

ID DESCRIPTION MANUFACTURER STYLE SIZE COLOR NOTES

CONC-1 PAINTED CONCRETE AS SELECTED

VCT-1 VINYL COMPOSITE TILE ARMSTRONG 12X12 AS SELECTED

RB RUBBER WALL BASE -ROLL JOHNSONITE

6" HIGH

WITH COVE

AS SELECTED ROLL PRODUCT

PNT-1 GENERAL WALL COLOR AS SELECTED

PLY PLYWOOD

FURNITURE GRADE,

BALTIC BIRCH

4'X8'X1/2"

MATTE URETHANE

FINISH

P.LAM PLASTIC LAMNIATE WILSONSART AS SELECTED

CASEWORK AND

COUNTERTOPS

GENERAL FINISH NOTES:

1. PAINT ON GWB UNLESS NOTED OTHERWISE

2. PAINT ALL EXPOSED CONDUIT AND BOXES

3. PROVIDE SCHLUTER STAINLESS STEEL FLOOR TRANSITION STRIP BTW

DISSIMILAR MATERIALS

4. REFER TO CASEWORK DRAWINGS FOR ADDITIONAL FINISHES - A801

5. REFER TO REFLECTED CEILING PLAN A151 FOR CEILING LOCATIONS

6. PAINT SUSPENDED EQUIPMENT SUPPORT SYSTEM PNT-1

2"

2"

TYPE 1

2"

1/4" = 1'-0"

FRAME ELEVATIONS

2 2

2

REFER TO SCHEDULE

7'-4"

1/4" = 1'-0"

DOOR ELEVATIONS

A B

2"

2"

2"

1 1

1

REFER TO SCHEDULE

7'-4"

TYPE 2

5/8

"

2"

1 7/8"1 7/8"

2

3"=1'-0"

HOLLOW METAL FRAME PROFILES

5 3/4"

RETURN 1/2" PLYWOOD

PANELING TO DOOR

FRAME AT JAMBS AND

HEAD TYPICAL ALL SIDES

5/8

"

1 7/8"1 7/8"

1

7 5/8"

ASSUME 8" NOM CMU

ANCHOR TO EXISTING

CMU

2"

NOTES:

1. EXTEND SHEET METAL COLLAR 2" OVER OPENING TO SECURE.

2. PAINT SHEET METAL TO MATCH WALL PAINT COLOR.

3. COORDINATE LOCATIONS AND SIZES WITH MECHANICAL DRAWINGS

4. EASE EDGES.

5. PROVIDE EXPANSION ANCHOR BOLTS FOR CMU

6. COVER PLATE CAN BE MADE FROM TWO PIECES TO ACCOMMODATE

INSTALLATION AND LOCATIONS

7. FIT CLOSE TO DUCTWORK. SEAL JOINTS TO BE AIRTIGHT AT

INTERFACE WITH DUCT AND WITH CMU

2"

2"

2"

VA

RIE

S

COORDINATE OPENING

WITH DUCT SIZES

EXISTING CMU

SAW CUT AND REMOVE MASONRY

AS REQUIRED TO ACCOMMODATE

DUCT ROUTING

DUCT WITH INSULATION

CONCRETE STRUCTURE

SHEET METAL COLLAR AT DUCT

TO CONCEAL OPENING,

FASTEN TO MASONRY

1/2" DIA EXPANSION IMBED

BOLTS, SECURE WITH NUT

STEEL LINTEL AT EACH SIDE OF

MASONRY. EXTEND 8" PAST EDGE OF

OPENING

3

3/4"=1'-0"

DUCT PENETRATION DETAIL

SOUND ATTENUATION BLANKET AT EACH ROW

OF STUDS

2 ROWS OF18 GA 3-5/8" METAL STUDS AT AT 16"

O.C.

1/2" A/C FIRE RETARDANT PLYWOOD

1/2" PLYWOOD PANELING. FINISH WITH MATTE

POLYURETHANE. STAGGER PLYWOOD JOINTS.

EXPOSED FASTENERS 24" O.C. VERTICALLY.

PREDRILL PILOT HOLES.

CONSTRUCT GWB SOFFIT BEFORE DEMISING

WALL

METAL STUD HEADER AT LOCATION OF

DEMISING WALL

CONT VAPOR BARRIER. FASTEN TO EXISTING

CONC STRUCTURE. TAPE CONTINUOUS.

EXISTING DUCT TO REMAIN

METAL BRIDGING TO NEXT ADJACENT STUD AT

16" O.C.- HORIZONTAL AND VERTICAL FACES OF

SOFFIT

HOLD PLYWOOD 1/4" BELOW SOFFIT. CONT

BEAD OF SEALANT AT TOP OF PLYWOOD

SUBSTRATE

C

PARTITION SECTION DIAGRAM

CONT 6 MIL VAPOR RETARDER EA SIDE OF

PARTITION

A601

PA

RT

IT

IO

N T

YP

ES

, S

OF

FIT

D

ET

AIL

S, A

ND

S

CH

ED

UL

ES

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Page 8: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

1

1/4" = 1'-0"

NORTH INTERIOR ELEVATION

9'-6

"

14

'-4

3

/4

"

4'-1

0 3

/4

"

4

1/4" = 1'-0"

WEST INTERIOR ELEVATION

2

1/4" = 1'-0"

EAST INTERIOR ELEVATION

3

1/4" = 1'-0"

SOUTH INTERIOR ELEVATION

9'-6

"

14

'-4

3

/4

"

4'-1

0 3

/4

"

12

'-6

"

B.O

. S

TR

UC

TU

RE

5

1/4" = 1'-0"

NORTH INTERIOR ELEVATION

7'-4

"

7'-4

"

14

'-4

3

/4

"

23

2429

30

23

27

27

27

23

1 2

25

27

28

313131

31

2626 26 26

7

1/4" = 1'-0"

WEST INTERIOR ELEVATION- HALLWAY 5200P

9'-6

"

14

'-4

3

/4

"

4'-1

0 3

/4

"

12

'-6

"

B.O

. S

TR

UC

TU

RE

9'-6

"

14

'-4

3

/4

"

4'-1

0 3

/4

"

12

'-6

"

B.O

. S

TR

UC

TU

RE

2 18

3

3

3

3

3

3

3

3

6

6

3

3

7

7

5

TYP

5

TYP

5

TYP

8

8

7

7

9 9

9 9

1

1

6

5

TYP

5

TYP

5

TYP

5

TYP

5

TYP

5

TYP

5

TYP

4

5

TYP

5

TYP

27

27

23

23

27

9'-6

"

14

'-4

3

/4

"

4'-1

0 3

/4

"

12

'-6

"

B.O

. S

TR

UC

TU

RE

5

TYP

6

10

TYP

10

TYP

10

TYP

10

TYP

10

TYP

10

TYP

10

TYP

10

TYP

3

REFER TO 3/A801 FOR

CASEWORK INFORMATION

REFER TO 2/A801 FOR

CASEWORK INFORMATION

REFER TO 1/A801 FOR

CASEWORK INFORMATION

7

7

11

11

11

12 12

11

11

11 11

7

6

1/4" = 1'-0"

SOUTH INTERIOR ELEVATION

1111

3'-6

"

WIR

EM

OL

D

3'-6

"

WIR

EM

OL

D

3'-6

"

WIR

EM

OL

D

3'-6

"

WIR

EM

OL

D

3'-6

"

WIR

EM

OL

D

3

14

14

14

14

REFER TO 2/A801 FOR

CASEWORK INFORMATION

PLYWOOD

JOINTS

TYP

PLYWOOD

JOINTS

TYP

8'-0

"

PL

YW

OO

D JO

IN

T

3'-6

"

WIR

EM

OL

D

8'-0

"

PL

YW

OO

D JO

IN

T

8

8

4

1111

1111

1111

GENERAL PLAN NOTES:

1. REFER TO ALL DRAWINGS INCLUDING OTHER TRADES

2. FIRST FLOOR ELEVATION IS ASSUMED 100'-0" IN THESE DRAWINGS.

3. REFER TO DRAWING A601 FOR PARTITION TYPES AND DETAILS

4. REFER TO GENERAL NOTES AND OTHER PROJECT INFORMATION.

5. REFER TO PROJECT'S GENERAL REQUIREMENTS FOR PROJECT

CONSTRUCTION SEQUENCING

6. DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED.

7. REFER TO A601 FOR ROOM FINISH SCHEDULE FOR FINAL FINISHES. PREP

SURFACES TO RECEIVE FINAL FINISH.

8. PROVIDE BLOCKING AND REINFORCING TO ACCOMMODATE CASEWORK,

EQUIPMENT AND OTHER DEVICES

9. COORDINATE OWNER SUPPLIED EQUIPMENT.

10. PATCH EXISTING TO REMAIN WALLS AND PARTITIONS TO RECEIVE FINAL

FINISH MATERIAL

11. LAB CASEWORK. REFER TO CASEWORK ELEVATIONS

1

2

3

4

5

6

7

8

9

10

11

12

13

14

NEW DOOR AND FRAME AS SCHEDULED

POINT EXHAUST. REFER TO A900

NEW DOOR IN EXISTING FRAME AS SCHEDULED

LAB CASEWORK. REFER TO A801

6" RUBBER WALL BASE

EQUIPMENT RACK BY USERS

NOTES:

23

24

25

26

EXISTING LIGHTING CONTROL BOX TO REMAIN

EXISTING PIPING TO REMAIN

EXISTING ELECTRICAL RECEPTACLE TO REMAIN

EXISTING WALL BASE TO REMAIN

EXISTING CONDUIT. SEAL PENETRATION AIR TIGHT. IF CONDUIT REMOVED, SEAL

PENETRATION. REFER TO ELECTRICAL DEMOLITION FOR ADDITIONAL

INFORMATION.

27

EXISTING APC SOFFIT TO REMAIN.28

EXISTING ELECTRICAL BOX/WIREMOLD TO REMAIN29

EXISTING FIRE STROBE TO REMAIN30

EXISTING CONCRETE STRUCTURE TO REMAIN31

GWB SOFFIT. REFER TO A601

PLYWOOD FACED PARTITION AS SCHEDULED

THROUGH-WALL SLEEVE

SURFACE MOUNTED ELECTRICAL RACEWAY. REFER TO ELECTRICAL

DUCTWORK. REFER TO MECHANICAL AND 3/A601 FOR ADDITIONAL INFORMATION

DATA JACK AND ASSOCIATED RACEWAY. REFER TO ELEC/IT DRAWINGS

NOT USED

FUTURE SURFACE MOUNTED UNISTRUT BY USERS.

A701

IN

TE

RIO

R E

LE

VA

TIO

NS

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Page 9: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

1

3/8" = 1'-0"

5264 LASER LAB SOUTH

2'-0"

2

3/8" = 1'-0"

5266 LASER LAB NORTH

3'-0"3'-0"

A801

11

A801

10

2'-10

"2

'-0

"3

'-0

"

7'-1

0"

4'-0" 3'-0" 3'-0"3'-0"3'-0" 2'-0" 2'-0"2'-0"

4'-0" 4'-0"

4'-0"4'-0"

3'-1

"1'-6

"3

'-0"

3'-1

"1'-6

"3

'-0"

SPACER

3

3/8" = 1'-0"

5266 LASER LAB NORTH

A801

14

A801

13

A801

13

A801

14

A801

13

SIM

4'-0"

LEG SPACE LEG SPACE LEG SPACELEG SPACE

A801

15

A801

15

SPACER

PE1. REFER

TO A900

PE1. REFER

TO A900

10

3/4" = 1'-0"

CASEWORK DETAIL

2'-1

0" T

OP

O

F C

OU

NT

ER

S

UR

FA

CE

2'-3

"

8"

9"

PIPING. REFER TO PLUMBING

11"

4 3

/4

"

EPOXY COUNTERTOP AND BACKSPLASH

BACKSPLASH

6" DEEP UNDERMOUNT SS SINK

3'-1

"

2'-0"

EPOXY COUNTERTOP AND

BACKSPLASH

MOUNTING RAILS TOP AND BOTTOM

ADJUSTABLE SHELF

FULL EXTENSION DRAWER SLIDES

C PULL

11

3/4" = 1'-0"

CASEWORK DETAIL

4"

1'-2"

11 1 /2"

MIN. CLEAR

3'-0

"2

'-0

"2

'-1

0"

2'-0"

EPOXY COUNTERTOP AND BACKSPLASH

MOUNTING RAILS TOP AND BOTTOM

FULL EXTENSION DRAWER SLIDES

DRAWER FACE

REFER TO INTERIOR ELEVATIONS FOR

UPPER CABINET LOCATIONS

MOUNTING RAILS TOP AND BOTTOM

ADJUSTABLE SHELF

C PULL

WOOD FRAMED DOOR WITH GLASS INFILL

DOOR

TOP PANEL

4"

REMOVABLE KNEE PANEL

EXTENTS OF MINUMUN REQUIRED CLEAR LEG

SPACE

2'-0

"

MOUNTING RAILS TOP AND BOTTOM

ADJUSTABLE SHELF

C PULL

WOOD FRAMED DOOR WITH GLASS INFILL

3'-0

"

3'-1

"

2'-0"

EPOXY COUNTERTOP AND BACKSPLASH

MOUNTING RAILS TOP AND BOTTOM

FULL EXTENSION DRAWER SLIDES

DRAWER FACE

4"

1'-2"

11 1 /2"

MIN. CLEAR

3'-0

"1

'-6

"2

'-1

0"

2'-0"

MOUNTING RAILS TOP AND BOTTOM

EPOXY COUNTERTOP AND

BACKSPLASH

MOUNTING RAILS TOP AND BOTTOM

ADJUSTABLE SHELF

FULL EXTENSION DRAWER SLIDES

ADJUSTABLE SHELF

C PULL

C PULL

REFER TO INTERIOR ELEVATIONS FOR

UPPER CABINET LOCATIONS

TOP PANEL

4"

WOOD FRAMED DOOR WITH GLASS INFILL

DOOR

12

3/4" = 1'-0"

CASEWORK DETAIL

13

3/4" = 1'-0"

CASEWORK DETAIL

14

3/4" = 1'-0"

CASEWORK DETAIL

6"

EDGE OF WOOD KNEE SPACE SINK CABINET

BEYOND

1'-2"

11 1 /2"

MIN. CLEAR

3'-0

"1

'-6

"3

'-1

"

2'-0"

EPOXY COUNTERTOP AND BACKSPLASH

MOUNTING RAILS TOP AND BOTTOM

COUNTERTOP SUPPORT BEYOND

REFER TO INTERIOR ELEVATIONS FOR

UPPER CABINET LOCATIONS

MOUNTING RAILS TOP AND BOTTOM

ADJUSTABLE SHELF

C PULL

WOOD FRAMED DOOR WITH GLASS INFILL

DOOR

TOP PANEL

4"

15

3/4" = 1'-0"

CASEWORK DETAIL

POINT EXHAUST. BASIS OF DESIGN

MOVEX MEB 1150-100 WITH MVK WALL

BRACKET AND MEM 251-100 METAL

HOOD. REFER TO A900 AND

MECHANICAL FOR ADDITIONAL

INFORMATION

7'-0

"

SOFFIT AS SCHEDULED

IN

TE

RIO

R C

AS

EW

OR

K

A801

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Page 10: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

5200P

EXISTINGCORRIDOR

5267

EXISTINGOFFICE

5265

EXISTINGOFFICE

5263

EXISTINGOFFICE

5200i

ELEV. N0 2EXISTING

2258

EXISTINGSHAFT

2276

EXISTINGSHAFT

EXISTING

EXISTING

EXISTING

LASER TABLE

LASER TABLE

5266-A

52

66

-B

5264-A

CA

D 1

D 1

v

MECHANICAL

5376

LASER TABLE

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

LASER TABLE

12

12

3

13

E2

E

14

3

3

3

15

E2

E

E8

E8

E8

E8

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E2

PE1

PE1

SN1

E

E

11

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

CA

PW

TA

NK

RE

ST

RA

IN

T

TA

NK

RE

ST

RA

IN

T

PW

2

2

1. FIELD CHECK ALL DIMENSIONS PRIOR TO FABRICATION.

2. REFER TO ARCHITECTURAL FLOOR PLANS FOR ROOM DIMENSIONS,

CONSTRUCTION AND FINISHES.

3. ALL DIMENSIONS ARE NOMINAL. COORDINATE VARIATIONS BASED ON

MANUFACTURER, SUBJECT TO ARCHITECT'S APPROVAL.

4. ADJUSTABLE SHELF LENGTHS ARE NOMINAL IN 6" INCREMENTS.

COORDINATE WITH BENCH AND/ OR FIELD CONDITIONS.

5. PROVIDE LOCKS ON CABINETS AS INDICATED IN ELEVATIONS AND

DETAILS.

6. ALL LABORATORY COUNTERTOPS SHALL BE 34" A.F.F. UNLESS

OTHERWISE NOTED.

7. ALL LABORATORY COUNTERTOPS SHALL BE EPOXY RESIN UNLESS

OTHERWISE NOTED.

SECTION DETAIL

DETAIL REFERENCE

ELEVATION REFERENCE

GENERAL NOTES:

NOTE: FOR ALL SERVICE IDENTIFICATIONS THE FOLLOWING IS TRUE FOR

THE LAST NUMBER IN THE SERVICE IDENTIFICATION. A NUMBER

ONE (1) WILL BE A PANEL OR WALL MOUNTED FIXTURE, A NUMBER

TWO (2) WILL BE A DECK OR TABLE MOUNTED FIXTURE, A NUMBER

THREE (3) WILL BE A FUME HOOD SERVICE, THE LETTER X (X) WILL

BE A CAPPED SERVICE.

SERVICES:

D DATA OUTLET (BY OTHERS)

E, E1-5 SEE ELECTRICAL SCHEDULE

ESB1 SEE ELECTRICAL SCHEDULE

EW1, 2 EYE WASH

G1, 2, 3, X NATURAL GAS

HW2 FIXED HAND WASH SINK (18"x18")

HW/ CW1-6 HOT WATER/ COLD WATER

DIST2 DISTILLED WATER

VL VOICE LINE

V1, 2, 3, X VACUUM (FUTURE)- PROVIDE PENETRATION AND

FIRE RATED SEAL

CA COMPRESSED AIR

CA-OVHD COMPRESSED AIR- OVERHEAD

ST1 STEAM

ES1 EMERGENCY SHOWER

TAG KEY:

SYMBOL KEY

EQUIPMENT NOT IN CONTRACT (N.I.C.) OWNER

FURNISHED OWNER INSTALLED (OFOI) OR OWNER

FURNISHED CONTACTOR INSTALLED (OFCI)

OWNER FURNISHED EQUIPMENT. SEE EQUIPMENT

LIST FOR WHICH ITEMS ARE OWNER INSTALLED OR

CONTRACTOR INSTALLED ITEMS

123

ABC

EQUIPMENT IN CONTRACT

SERVICE BY OTHER TRADES CAPPED FOR FUTURE

CONNECTION TO OWNER FURNISHED EQUIPMENT

G, V

SN3 SINK AND TYPE

LA

B E

QU

IP

ME

NT

, A

BB

RE

VIA

TIO

NS

, N

OT

ES

A

ND

S

YM

BO

LS

SN1 18" X 24"

SN2 18" X 18"

SN3 30' X 18"

SN4 36" X 30" DOUBLE SINK

SINK SCHEDULE:

ELECTRICAL SCHEDULE:

E PANEL MOUNTED RACEWAY - 110V/ 20A WITH

OUTLETS @ 24" O.C.

E1 PANEL MOUNTED - 110V/ 20A DUPLEX OUTLET

E2 PANEL MOUNTED - 110V/ 20A QUAD OUTLET

E3 FUMEHOOD FACE MOUNTED - 110V/ 20A

DUPLEX OUTLET

E4 RACK MOUNTED RACEWAY - 110V 20A QUAD

OUTLET

E5 CEILING MOUNTED PIGTAIL - 110V/ 20A EIGHT

OUTLET

E6 PANEL MOUNTED - 208V DUPLEX OUTLET

E7 PANEL MOUNTED - 240V DUPLEX OUTLET

E8 RACK MOUNTED RACEWAY - 240V DUPLEX

OUTLET

ESB1 PANEL MOUNTED EMERGENCY STANDBY - SEE

PLAN

PE1 4" Ø POINT EXHAUST. POINT EXHAUST. BASIS OF DESIGN MOVEX MEB

1150-100 WITH MVK WALL BRACKET AND MEM 251-100 METAL HOOD.

REFER TO A900 AND MECHANICAL FOR ADDITIONAL INFORMATION

PE2 6" Ø POINT EXHAUST

FD FLOOR DRAIN

UC UNDER COUNTER

N.I.C. NOT IN CONTRACT

GENERAL:

123

NOTE: FOR ALL SINK IDENTIFICATIONS THE

FOLLOWING IS TRUE FOR THE LAST LETTER

IN THE SINK IDENTIFICATION. A LETTER "E"

WILL BE AN EPOXY RESIN SINK. THE

LETTERS SS WILL BE A STAINLESS STEEL

SINK.

A304

3

A501

1

A200

3

NOTE:

EQUIPMENT SCHEDULE BASED ON USER

PROVIDED INFORMATION AS OF NOV 2017

B: BENCH

C: CEILING MOUNTED

F: FLOOR MOUNTED

W: WALL MOUNTED

EQUIPMENT SCHEDULE ABBREVIATIONS

LOCATION SPECIAL ELECTRIC SERVICES EXHAUST

SBP: STAND-BY-POWER

DP: DEDICATED POWER

CW: COLD WATER

HW: HOT WATER

CLW: CHILLED WATER

RGW: REAGENT GRADE WATER

PW: BUILDING PROCESS WATER

CA: COMPRESSED AIR

D: DATA

CFM: CUBIC FEET PER MINUTE

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

A900

LAB EQUIPMENT

MISC EQUIPMENT

1 4" DIA CABLE PASS-THROUGH SLEEVE

2 TWO-CYLINDER WALL MOUNT RESTRAINT

BRACKET AND CHAIN SET. ANCHOR TO WALL

PER MFR RECOMMENDATIONS.

AutoCAD SHX Text
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Page 11: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

GT

2'-0"

A901

2

4'-0" 4'-0" 4'-0"

4'-0"

4'-0"

4'-0"

8'-0"

2'-4"

5'-8"

2'-2"

2'-2"

4'-0"

8'-0"

2'-4"

5'-8"

2'-2"

2'-2"

3'-4"

LASER TABLE BELOW

4'-8" 3'-4"4'-0" 4'-8"

4'-8"

3'-4"

4'-0"

2'-0"

4'-0"

A901

2

SIM

℄ ℄ ℄ ℄ ℄ ℄ ℄

℄ ℄ ℄ ℄ ℄ ℄ ℄

22'-0" EXTENTS OF UNISTRUT

12'-0" E

XT

EN

TS

O

F U

NIS

TR

UT

22'-0" EXTENTS OF UNISTRUT

12'-0" E

XT

EN

TS

O

F U

NIS

TR

UT

1

3/8" = 1'-0"

OVERHEAD EQUIPMENT SUPPORT- PLAN DIAGRAM

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

EXISTING CONCRETE

RIBS ABOVE

EXISTING CONCRETE

RIBS ABOVE

FA

CE

O

F S

OF

FIT

FA

CE

O

F S

OF

FIT

9'-6

"

14

'-4

3

/4

"

4'-1

0 3

/4

"

12

'-6

"

B.O

. S

TR

UC

TU

RE

3'-6

"

WIR

EM

OL

D

9'-0

"

B.O

. U

NIS

TR

UT

EQUIPMENT SUPPORTS-

PROVIDED AND INSTALLED

BY USERS

EQUIPMENT SUPPORTS-

PROVIDED AND INSTALLED

BY USERS

LASER TABLE LASER TABLE

LIGHTS- REFER TO

ELECTRICAL. B.O.

LIGHTS AT 8'-4" AFF

DUCTS

UNISTRUT RUNNING

EAST-WEST,

SUPPORT AT 4'-0"

O.C. (TYP) WITH

THREADED ROD.

B.O.D. UNISTRUT

P5000 WT

A901

3

2

3/8" = 1'-0"

OVERHEAD EQUIPMENT SUPPORT- SECTION DIAGRAM

ELECTRICAL RACEWAYS AT LASER TABLES SHALL BE HUNG

FROM INDEPENDENT UNISTRUT SUPPORTS. LOCATE PER

ELECTRICAL. OUTLETS MAY NOT BE OBSTRUCTED BY

OTHER EQUIPMENT SUPPORTS OR LIGHTS

NOTE: REFER TO ELECTRICAL FOR INFORMATION

REGARDING GROUNDING LOOP

UNISTRUT RUNNING EAST-WEST,

SUPPORT AT 4'-0" O.C. (TYP) WITH

THREADED ROD. B.O.D. UNISTRUT

P5000 WT

EQUIPMENT SUPPORTS- PROVIDED

AND INSTALLED BY USERS

THREADED ROD.

NOTE: ASSUME 100 PSF LOADING

ANCHOR THREADED ROD TO EXISTING

CONCRETE STRUCTURE ABOVE

SUPPORT SYSTEM DESIGN MUST

RESIST SWAY AND RACKING

ELECTRICAL GROUNDING LOOP AND

ELECTRICAL RACEWAY WILL BE

MOUNTED TO UNISTRUT

3

3/4" = 1'-0"

OVERHEAD EQUIPMENT SUPPORT- DETAIL DIAGRAM

4'-0"

O.C. TYPICAL

3"

NO DRILLING, HANGERS ORFASTENERS ALLOWED INTENSION ZONE OF JOISTS

MAXIMUM EMBED LENGTH FORPOST-INSTALLED MECHANICALANCHORS AT SLABS TO BE 3/4".MINIMUM SPACING BETWEENPOST-INSTALLED ANCHORS TO BE 12"

4

3/4" = 1'-0"

OVERHEAD EQUIPMENT SUPPORT- DETAIL DIAGRAM

A901

OV

ER

HE

AD

E

QU

IP

ME

NT

S

UP

PO

RT

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

FEBRUARY 21, 2018

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Page 12: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

5315

NEWERWIN LAB.

5323

NEWPONDROM LAB.

old

win

dow

s

5200P

EXISTINGCORRIDOR

5267

EXISTINGOFFICE

5265

EXISTINGOFFICE

5263

EXISTINGOFFICE

5200i

ELEV. N0 2EXISTING

ELEV. N0 3EXISTING

5200J

EXISTING CORRIDOR

2258

EXISTINGSHAFT

2276

EXISTINGSHAFT

EXIS

TING

EXIS

TING

EXISTING

EXISTINGEXIS

TING

EXISTING

EXISTING

EXISTING

EXISTING FIREHOSE CABINET

LASER TABLE

LASER TABLE

5266-A

5266-B

5264-A

CA

D 1

D 1

v

MECHANICAL

5376

LASER TABLE

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

LASER TABLE

12

12

3

13

E2

E

14

3

3

3

15

E2

E

E8

E8

E8

E8

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E2

PE1

PE1

SN2-SS

E

E

11

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

CA

PW

TA

NK

RE

ST

RA

IN

T

TA

NK

RE

ST

RA

IN

T

PW

2

2

1/2"DCW

1/2"DHW

1/2

"D

CW

1/2"D

HW

1/2"C

A

1/2"C

A

1/2"CA

1/2"CA

TERMINATE W/SHUTOFF

VALVE AND THREADED

CONNECTION (TYP.)

CONNECT TO EXISTING

DHW AND DCW

CONNECT TO EXISTING CAPPED 2"

WASTE. WASTE WAS PREVIOUSLY

CONNECTED TO A SINK. VERIFY IF

VENT IS PROVIDED WITHIN CHASE

WALL.

CONNECT TO EXISTING CA LINE.

VERIFY LOCATION.

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

PLU

MB

IN

G P

LA

N

P200

PLUMBING PLAN

FEBRUARY 21, 2018

AutoCAD SHX Text
06
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06
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05
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5335B
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5323
AutoCAD SHX Text
5300P
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ELECTRICAL PANEL
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.23
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.22
AutoCAD SHX Text
A
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B
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C
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D
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07
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03d
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05
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A
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Affiliated Engineers, Inc.
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5802 Research Park Boulevard
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Madison, Wisconsin 53719
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Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
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17846-00
Page 13: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

T

H

P

H

T

D

D

D

D

DD

2

XX

S

XX

T

B

T

N

T

A

T

DS

SD

SY

MB

OLS

A

ND

A

BB

RE

VIA

TIO

NS

M-001

ABBREVIATIONS

SYMBOLS AND

FOS

FOR

FOV

FOF

FOG

RWS

RWR

LPS(XX)

LPC

HPS(XX)

HPC

CPD

HWS

HWR

CHWS

CHWR

DCW

D

PCWS

PCWR

IA(XX)

CA(XX)

FUEL OIL FILL

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

FUEL OIL GAUGE

COMPRESSED AIR

RECLAIM WATER RETURN

RECLAIM WATER SUPPLY

INSTRUMENT AIR

LOW PRESSURE STEAM

LOW PRESSURE CONDENSATE

HIGH PRESSURE STEAM

HIGH PRESSURE CONDENSATE

CONDENSATE PUMP DISCHARGE

HOT WATER SUPPLY

HOT WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

PROCESS COOLING WATER RETURN

PROCESS COOLING WATER SUPPLY

VENT

DRAIN

DOMESTIC COLD WATER

(XX) = SYSTEM PRESSURE IN PSIG

PIPING SYSTEM LABELS

CONCENTRIC REDUCER

SUCTION DIFFUSER

GENERAL PIPELINE

STEAM & CONDENSATE

PIPELINE STRAINER

PIPELINE STRAINER

WATER SYSTEM

STRAINER WITHOUT DRAIN

STRAINER WITH DRAIN

GENERAL PIPELINE

FLOW SWITCH

PRESSURE GAUGE

THERMOMETER

FLOW SENSOR/METER

(WITH GAUGE VALVE)

MANUAL AIR VENT

ANCHOR

PIPE SLEEVE

PIPE GUIDE

DIRECTION OF FLOW

TEST PLUG (PRESSURE/TEMP.)

DIRECTION OF PITCH (DOWN)

THERMOSTATIC AIR VENT

AUTOMATIC AIR VENT

ECCENTRIC REDUCER

CONCENTRIC OR ECCENTRIC

UNION

FLANGE

BASKET STRAINER

DUPLEX STRAINER

2-1/2" AND LARGER, BLIND FLANGE

2" AND SMALLER, CAP OR PLUG

BALL JOINT

NOISE SUPPRESSOR

EXPANSION JOINT

THERMOSTATIC TRAP

SHOCK SUPPRESSOR

PIPE FLEXIBLE CONNECTION

FLOAT AND THERMOSTATIC TRAP

INVERTED BUCKET TRAP

FILTER/REGULATOR

PIPING SPECIALTIES

FLOW DIRECTION DESIGNATION

LINE CONTINUATION BREAK

DOUBLE

ELBOW DOWN

ELBOW UP

N/A

BOTTOM CONNECTION

(45° OR 90°)

TOP CONNECTION

(45° OR 90°)

45° PIPE RISE(R)

/DROP(D)

(REFER TO SPECIFICATION

FOR SIDE, TOP OR BOTTOM TEE)

EXISTING PIPING TO

BE REMOVED

EXISTING PIPING TO REMAIN

SINGLE

PIPING

EXHAUST AIR (EA) DUCT

(OVAL DUCTS)

(SUPPLY RECTANGULAR DUCT SHOWN)

DUCT RISE/DROP W/90° ELBOWS

(RECTANGULAR DUCTS)

DUCT RISE (R)/DROP(D) W/45° ELBOWS

RADIUS ELBOW

(ROUND DUCTS)

DUCT RISE/DROP W/90° ELBOWS

(ROUND OR OVAL DUCTS)

DUCT RISE(R)/DROP(D) W/45° ELBOWS

W

R=1.5W

PART 3 FOR ADDITIONAL REQUIREMENTS

SINGLE LINE SYMBOL INDICATES

OR

RADIUS ELBOW

SQUARE ELBOW

DUCT RISE/DROP W/90° ELBOWS

(REFER TO SPEC. SECTION 15850

EITHER RADIUS OR SQUARE ELBOW

RETURN AIR (RA), RELIEF AIR, OR

(SOLID LINE WITH FILL OR HATCH TYPICAL

SUPPLY AIR (SA) OR OUTDOOR AIR (OA) DUCT

FOR SUPPLY AND OUTDOOR AIR UP, BROKEN

LINE DOWN)

(SOLID LINE WITH FILL OR HATCH TYPICAL

FOR RETURN, RELIEF AND TRANSFER AIR

UP, BROKEN LINE DOWN)

(SOLID LINE WITH FILL OR HATCH TYPICAL

FOR EXHAUST AIR UP, BROKEN LINE DOWN)

TRANSFER AIR (TA) DUCT

INCLUDING TURNING VANES)

1/4 W BUT NOT

45°

W

LESS THAN 6"

SQUARE/RECTANGULAR BRANCH TAKE-OFF

(SA, RA, OR EA)

DUCTWORK

DOUBLESINGLE

EXISTING DUCT TO BE REMOVED

EXISTING DUCT TO REMAIN

TRANSITION - CONCENTRIC

TRANSITION - ECCENTRIC

SQUARE TEE W/TURNING VANES

ROUND/ROUND BRANCH TAKE-OFF (SA)

RECTANGULAR/ROUND BRANCH TAKE-OFF (SA)

45°

R=1.5W

BULLHEAD TEE

15° MAX. FOR DIVERGING, 25° MAX FOR CONVERGING

W

RADIUS TEE

OR

W

OR

(FOR LOW PRESSURE SA DIVERGING ONLY)

15° MAX. FOR DIVERGING, 25° MAX FOR CONVERGING

45° LATERAL BRANCH

(FOR LOW PRESSURE SA DUCTWORK ONLY)

1/4 W BUT NOT

LESS THAN 6"

ROUND/ROUND BRANCH TAKE-OFF

RECTANGULAR/ROUND BRANCH TAKE-OFF

(RA, EA)

NOT LESS 6"

D

1/4 D BUT NOT

45°

(RA, EA)

OR

FLOW DIRECTION DESIGNATION

LINE CONTINUATION BREAK

(RECTANGULAR, ROUND)

NOTES REFERENCE

SPECIAL DESIGNATION

MISCELLANEOUS

ROOM NUMBER DESIGNATION

SECTION DESIGNATION

SHEET SECTION APPEARS)

(TOP DESIGNATES SECTION NUMBER,

BOTTOM DESIGNATES ON WHICH

MATCHLINE DESIGNATION

VIBRATION ISOLATOR

DETAIL REFERENCE (TOP=DETAIL NO.,

BOTTOM=DRAWING NO. SHOWN ON)

DETAIL REFERENCE (TOP=

DETAIL NO., BOTTOM=SHEET

NO. IN DETAIL MANUAL)

REVISION REFERENCE

GENERAL OR SPECIAL

DUCT REHEAT COIL

POINT OF NEW

TEST HOLE

ACCESS DOOR

OR

A

15B-6

OR

A/15B-6

TO EXISTING

SPECIALTY ITEMS

EQUIPMENT (PUMP INDICATED)

(I.E. GAUGE FILTER, ETC.)

PLAN CONTINUATION REFERENCE

CONNECTION

DUCTWORK SPECIALTIES

CONSTRUCTION BULLETIN

REVISION NUMBER

VALVES

DRAIN VALVE WITH CAP

PRESSURE REDUCING VALVE-PRV

PRESSURE REDUCING VALVE-PRV

(UPSTREAM SETPOINT)

VACUUM RELIEF

RUPTURE DISK

PRESSURE RELIEF

RUPTURE DISK

(DOWNSTREAM SETPOINT)

ANGLE VALVE

QUICK OPENING VALVE

FLOAT OPERATED VALVE

LOCKSHIELD VALVE

DRAIN VALVE

(VALVE BODY AS SPECIFIED)

4-WAY VALVE WITH

ARROW INDICATING FAIL POSITION

3-WAY DIVERTING VALVE WITH

ARROW INDICATING FAIL POSITION

ARROW INDICATING FAIL POSITION

3-WAY MIXING VALVE WITH

DIAPHRAGM VALVE

2-WAY SOLENOID VALVE

GAUGE VALVE

2-WAY CONTROL VALVE

SPRING CHECK VALVE

SWING CHECK VALVE

THERMAL EXPANSION VALVE

BALANCING VALVE

PLUG VALVE

VALVE FOR 2 1/2" AND

SHUTOFF VALVE (BUTTERFLY

LARGER. BALL VALVE FOR

BALL VALVE

GLOBE VALVE

GATE VALVE

BUTTERFLY VALVE

PRESSURE RELIEF VALVE (RV)

OR SAFETY VALVE (SV)

VACUUM RELIEF/VACUUM BREAKER

2" AND SMALLER)

NOTE:

DAMPERS

MECHANICAL (HVAC) SYMBOLS AND ABREVIATIONSSYMBOLS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS

DO NOT APPLY TO THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED

IN THE CONTRACT DOCUMENTS.

XX

1 1/2 HOUR RATED FIRE DAMPER

3 HOUR RATED FIRE DAMPER

BACKDRAFT DAMPER

CONTROL DAMPER

MANUAL BALANCING DAMPER

BD

F

FA

PARALLEL BLADE DAMPER

OPPOSED BLADE DAMPER

COMBINATION FIRE/SMOKE DAMPER

GENERAL

SMOKE DAMPER

FS

S

TEMPERATURE SENSOR

HUMIDITY SENSOR

PRESSURE SENSOR

DUCT SMOKE DETECTOR

SPACE THERMOSTAT

SPACE HUMIDISTAT

ASPIRATING THERMOSTAT

THERMOSTAT WITH INSULATING BASE

NIGHT CYCLE CONTROL THERMOSTAT

FIELD MOUNTED CONTROLS

REFER

SMOKE DETECTOR

SPACE THERMOSTAT

PT

PRESSURE TRANSMITTER

PRESSURE DIFFERENTIAL TRANSMITTERPDT

7.021131

REDUCER

2

M-1

P

1

M-1

1

M-1

1001

1

1

FUTURE DUCTWORK

SUPPLY AIR TERMINAL

COND

COOLING COIL CONDENSATE

##PRESSURE TRANSMITTER NUMBER

##PRESSURE DIFFERENTIAL

TRANSMITTER NUMBER

MW

MAKEUP WATER

SD

C CARBON DIOXIDE SENSOR

FEBRUARY 21, 2018

AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 14: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

SD

2

5

T

1

1

1

2

EXISTING

EXHAUST

DUCT

ABOVE

12" Ø

FUME

EXHAUST

18" Ø

PERFORATED

DUCT

30/18

72/46 SA UP & DN

OFFSET IN VERTICAL

(REFER TO SECTION 3/M4.02)

64/58 RA UP &

60/58 DN

CD-1

790 CFM

EG-2

15x15

510 CFM

20

/1

4

EG-1

12x12

24/14 EA UP

24/14

20/8

16/8

24/24 O.A. DUCT

16/1235/16Ø

36/12

10/6

EXIST. 60/16

(6400 CFM)

EXIST. 120/72 UP &

120/60 DN

DUCT SMOKE

DETECTOR BY

E.C.

FD

40/16

FD

BCU - 2

2200 CFM

BCU - 3

2200 CFM

30/18

FD

FD

30/18

H

A

P

14

/ 8

T

A

P

30/20

H - 2

DSA - 2

AP

DS

A - 3

EG-2

6x6

60 CFM

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

1

2

ME

CH

D

UC

TW

OR

K D

EM

O P

LA

N

MD-100

DEMO PLAN

MECH DUCTWORK

GENERAL NOTES

SHEET KEYNOTES

1. ALL LINEWORK SHOWN LIGHT IS EXISTING TO REMAIN.

2. HATCHED AREAS INDICATE DUCTWORK, DUCTWORKACCESSORIES, PIPING, PIPING ACCESSORIES, EQUIPMENT,CONTROLS, ETC TO BE REMOVED. CONTRACTOR TOPERFORM WALK-THROUGH OF FACILITY PRIOR TODEMOLITION TO DETERMINE SCOPE OF DEMOLITION.

3. THESE DRAWINGS HAVE BEEN DEVELOPED FROMAVAILABLE ORIGINAL DRAWINGS AND RECORDSFURNISHED BY THE OWNER. MATERIALS, DIMENSIONS,LOCATIONS AND THE LIKE OF THE EXISTING TO REMAINARE INTERPRETATIONS OF THOSE RECORDS AND SHALLBE FIELD VERIFIED BY THE CONTRACTOR.

4. THE CONTRACTORS SHALL FIELD VERIFY ALL EXISTINGCONDITIONS BEFORE PROCEEDING WITH THE WORK.

5. NO CUTTING OR REMOVAL OF EXISTING DUCTWORK,PIPING, ETC TO OCCUR WITHOUT WRITTEN PERMISSIONFROM OWNER.

DEMO RETURN GRILLE. CAP AND SEAL

RETURN DUCTWORK WHERE GRILLE IS

REMOVED PRIOR TO DUCTWORK BEING

ENCLOSED IN NEW ARCHITECTURAL

ENCLOSURE.

CAP AND SEAL SUPPLY DUCT TAKE-OFF.

FEBRUARY 21, 2018

AutoCAD SHX Text
NEW
AutoCAD SHX Text
5264C
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EXISTING PH.
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OFFICES/ LABS
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EXISTING PH.
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OFFICES/ LABS
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5264B
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EXISTING PH.
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OFFICES/ LABS
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5264
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EXISTING PHENOMENOLOGY
AutoCAD SHX Text
OFFICES AND LABS
AutoCAD SHX Text
5264G
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EXISTING PH.
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OFFICES/ LABS
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5200J
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EXISTING
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CORRIDOR
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5200i
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ELEV. N0 2
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EXISTING
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5267
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EXISTING
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CORRIDOR
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5265
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OFFICE
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5263
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EXISTING
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OFFICE
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EXISTING PH.
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OFFICES/ LABS
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5264D
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EXISTING PH.
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OFFICES/ LABS
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5264F
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EXISTING PH.
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OFFICES/ LABS
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 15: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

3

5

2" CWS/CWR

UP TO

PENTHOUSE

1-1/2"

CWS/CWR

1-1/2"

CWS/CWR

1-1/4"

CWS/CWR

DN TO

4TH

FLOOR

CEILING

SPACE

DN TO

4TH

FLOOR

CEILING

SPACE

PW

S

2" PWS & PWR DN

6"CWS & CWR UP &

DN

2 1/2" HWS & HWR

DN

2"

BALANCE TO 28

GPM

3/4"

2"

4"LPS UP & DN

3"LPR DN & 1"LPR UP

EXISTING PIPING

BCU - 3

2200 CFM

TC

P

1-1/4"

CWS/CWR

3/4"

CONDENSATE

PIPE

H - 2

1" LPS/LPR DN -

REFER TO

3/M202 FOR

COORDINATION

3/4"

CONDENSATE

PIPE

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

ME

CH

P

IP

IN

G D

EM

O P

LA

N

MD-200

DEMO PLAN

MECH PIPING

GENERAL NOTES

1. ALL LINEWORK SHOWN LIGHT IS EXISTING TO REMAIN.

2. HATCHED AREAS INDICATE DUCTWORK, DUCTWORKACCESSORIES, PIPING, PIPING ACCESSORIES, EQUIPMENT,CONTROLS, ETC TO BE REMOVED. CONTRACTOR TOPERFORM WALK-THROUGH OF FACILITY PRIOR TODEMOLITION TO DETERMINE SCOPE OF DEMOLITION.

3. THESE DRAWINGS HAVE BEEN DEVELOPED FROMAVAILABLE ORIGINAL DRAWINGS AND RECORDSFURNISHED BY THE OWNER. MATERIALS, DIMENSIONS,LOCATIONS AND THE LIKE OF THE EXISTING TO REMAINARE INTERPRETATIONS OF THOSE RECORDS AND SHALLBE FIELD VERIFIED BY THE CONTRACTOR.

4. THE CONTRACTORS SHALL FIELD VERIFY ALL EXISTINGCONDITIONS BEFORE PROCEEDING WITH THE WORK.

5. NO CUTTING OR REMOVAL OF EXISTING DUCTWORK,PIPING, ETC TO OCCUR WITHOUT WRITTEN PERMISSIONFROM OWNER.

FEBRUARY 21, 2018

AutoCAD SHX Text
5200i
AutoCAD SHX Text
ELEV. N0 2
AutoCAD SHX Text
EXISTING
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5267
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EXISTING
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OFFICE
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5200P
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EXISTING
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CORRIDOR
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5265
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EXISTING
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OFFICE
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5263
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EXISTING
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OFFICE
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5264A
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EXISTING PH.
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OFFICES/ LABS
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5264B
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EXISTING PH.
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OFFICES/ LABS
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5264E
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EXISTING PH.
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OFFICES/ LABS
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5264D
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EXISTING PH.
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OFFICES/ LABS
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5264
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EXISTING PHENOMENOLOGY
AutoCAD SHX Text
OFFICES AND LABS
AutoCAD SHX Text
5264C
AutoCAD SHX Text
EXISTING PH.
AutoCAD SHX Text
OFFICES/ LABS
AutoCAD SHX Text
5264F
AutoCAD SHX Text
EXISTING PH.
AutoCAD SHX Text
OFFICES/ LABS
AutoCAD SHX Text
5264G
AutoCAD SHX Text
EXISTING PH.
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OFFICES/ LABS
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5200P
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EXISTING
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CORRIDOR
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5267
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EXISTING
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OFFICE
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5265
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EXISTING
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OFFICE
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5263
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EXISTING
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OFFICE
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5264
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EXISTING PHENOMENOLOGY
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OFFICES AND LABS
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5264A
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EXISTING PH.
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OFFICES/ LABS
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5264B
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EXISTING PH.
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OFFICES/ LABS
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5264C
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EXISTING PH.
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OFFICES/ LABS
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5264D
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EXISTING PH.
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OFFICES/ LABS
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EXISTING PH.
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OFFICES/ LABS
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5264F
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EXISTING PH.
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OFFICES/ LABS
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5264G
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EXISTING PH.
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OFFICES/ LABS
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5200i
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ELEV. N0 2
AutoCAD SHX Text
EXISTING
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5200J
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EXISTING
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CORRIDOR
AutoCAD SHX Text
2258
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EXISTING
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SHAFT
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2276
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EXISTING
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SHAFT
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CEILING HEIGHT
AutoCAD SHX Text
OPEN TO STRUCTURE
AutoCAD SHX Text
CEILING HEIGHT
AutoCAD SHX Text
OPEN TO STRUCTURE
AutoCAD SHX Text
A
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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EXISTING
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3"
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HWR
AutoCAD SHX Text
HWS
AutoCAD SHX Text
HWR
AutoCAD SHX Text
1 "14"
AutoCAD SHX Text
HWR
AutoCAD SHX Text
HWS
AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 16: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

old

win

dow

s

5200P

EXISTINGCORRIDOR

ELEV. N0 2

EXISTINGSHAFT

2276

EXISTINGSHAFT

EXISTING

EXISTING

EXISTING

LASER TABLE

LASER TABLE

5266-A

52

66

-B

5264-A

CA

D 1

D 1

v

MECHANICAL

5376

LASER TABLE

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

LASER TABLE

12

12

3

13

E2

E

14

3

3

3

15

E2

E

E8

E8

E8

E8

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E2

PE1

PE1

SN2-SS

E

E

11

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

CA

PW

TA

NK

RE

ST

RA

IN

T

TA

NK

RE

ST

RA

IN

T

PW

2

2

BCU

4

BH

4

RC

1

RC

2

AT

5264

T

H

T

T

2

M-100

5

T

10

2

5

5

10

1

1

2

2

3

12X36 DN

12" Ø

FUME

EXHAUST

(2) EXISTING

HELIUM

RECOVERY PIPES

(INSTALLED BY

OWNER)

30/18

CAP AND SEAL AIR TIGHT.

8Ø EA

36/12

G-1

575 CFM

(5) G-1

565 CFM

17' - 14Ø TEXTILE FABRIC DUCT

950 CFM

17' - 14Ø TEXTILE FABRIC DUCT

950 CFM

17' - 14Ø TEXTILE FABRIC DUCT

950 CFM

17' - 14Ø TEXTILE FABRIC DUCT

950 CFM

EG-2

6x6

60 CFM

8/6

18

X2

0 S

A

24

X2

0 R

A

18

X2

0 S

A

20

X2

0 S

A

18

X2

2 S

A

BCU - 2

2200 CFM

BCU - 3

2200 CFM

FD

FD

H

T

A

P

H - 2

AP

FD

20/30 EA UP

14X6 SA

8Ø EA

400 CFM

BCU

1

BH

1

5th FLOOR

6th FLOOR

G-1

565 CFM

(2) G-1

565 CFM

G-1

565 CFM

18X22 SA

16X40 RA

12

X3

6 R

A

20X18 SA20X18 SA

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

1

SCALE:

11/4" = 1'-0"

MECHANICAL DUCTWORK PLAN

SCALE:

2

M-100

1/4"=1'-0"

MECHANICAL SECTION

2

3

ME

CH

AN

IC

AL D

UC

TW

OR

K P

LA

N

M-100

DUCTWORK PLAN

MECHANICAL

GENERAL NOTES

SHEET KEYNOTES

1. PROVIDE BALANCING DAMPER FOR EACH

DIFFUSER, REGISTER, GRILLE, AND CHILLED

BEAM. BALANCING DAMPER IS NOT REQUIRED IF

A SINGLE DIFFUSER, REGISTER, GRILLE, AND

CHILLED BEAM IS SERVED BY AN AIR TERMINAL.

LOCATE BALANCING DAMPER AS CLOSE TO

BRANCH TAKE-OFF AS POSSIBLE.

2. DUCT SIZE TO DIFFUSERS AND GRILLES SHALL

BE SAME SIZE AS NECK SIZE FOR DIFFUSER OR

GRILLE UNLESS OTHERWISE NOTED. PROVIDE

ROUND TO SQUARE DUCT TRANSITION AS

REQUIRED.

4. ALL HWS/HWR TAKE-OFFS SHALL BE 3/4" UNLESS

NOTED OTHERWISE.

7. INSTALL BRANCH WATER PIPING TO EACH UNIT

WITH A MINIMUM OF THREE ELBOWS TO ALLOW

FOR EXPANSION AND CONTRACTION OF THE

PIPING SYSTEM.

8. ALL PCWS/PCWR TAKE-OFFS SHALL BE 3/4"

UNLESS NOTED OTHERWISE.

9 REFER TO SPECIFICATION SECTION 23 31 00 FOR

DUCT LINING REQUIREMENTS. LINED DUCTWORK

TO BE SAME SIZE AS REHEAT COIL UNLESS

NOTED OTHERWISE.

PROVIDE DUCT CONNECTION TO POINT

EXHAUST. COORDINATE DUCT

CONNECTION SIZE WITH EQUIPMENT. 50

CFM.

SUPPORT DUCT FROM WALL. DUCT TO

BE MOUNTED AS HIGH AS POSSIBLE ON

WALL.

BALANCING CONTRACTOR TO MEASURE

FLOW RATE IN EXISTING 30X20 EXHAUST

RISER AND FLOW RATE AT INLET OF

EXISTING EXHAUST FAN EF-1 PRIOR TO

ANY WORK. EXISTING EF-1 SERVES THE

3-X20 RISER AND IS LOCATED ON LEVEL

6. ONCE WORK IS COMPLETE, EXISTING

EXHAUST FAN EF-1 SHALL BE

RE-BALANCED (FAN SHIEVE REPLACED)

TO PROVIDE THE REQUIRED FLOW RATE

AT FAN AND IN THE 30X20 RISER.

REQUIRED FLOW RATE IN 30X20 RISER IS

(FLOW RATE MEASURED PRIOR TO

RENOVATION + 100 CFM). REQUIRED

FLOW RATE AT EXHAUST FAN INLET IS

(FLOW RATE MEASURED PRIOR TO

RENOVATION + 100 CFM).

FEBRUARY 21, 2018

AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 17: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

old

win

dow

s

5200P

EXISTINGCORRIDOR

2258

EXISTINGSHAFT

2276

EXISTINGSHAFT

LASER TABLE

LASER TABLE

5266-A

5266-B

5264-A

CA

D 1

D 1

v

MECHANICAL

5376

LASER TABLE

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

LASER TABLE

12

12

3

13

E2

E

14

3

3

3

15

E2

E

E8

E8

E8

E8

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E2

PE1

PE1

SN2-SS

E

E

11

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

CA

PW

TA

NK

RE

ST

RA

IN

T

TA

NK

RE

ST

RA

IN

T

PW

2

2

3

5

BCU

4

BH

1

RC

1

RC

2

1

3

1

(x)2" CWS/CWR

UP TO

PENTHOUSE

1-1/2"

CWS/CWR

1-1/4"

CWS/CWR

DN TO

4TH

FLOOR

CEILING

SPACE

DN TO

4TH

FLOOR

CEILING

SPACE

2"CWS/R

3/4" LPS

3/4" LPC

3/4" COND

ROUTE TO FLOOR DRAIN

1-1/4" HWS/R

1" HWS/R

1" HWS/R

1-1/2" PWS &

PWR

1" PWS&R

3/4" PWS&R

2" CWS/R UP

1-1/4" HWS/R

2" PWS & PWR DN

6"CWS & CWR UP &

DN

2 1/2" HWS & HWR

DN

2"

3/4"

4"LPS UP & DN

3"LPR DN & 1"LPR UP

BCU - 2

2200 CFM

BCU - 3

2200 CFM

TC

P

1-1/4"

CWS/CWR

H - 2

(X)1" LPS/LPR

DN -

3/4"

CONDENSATE

PIPE

2

2

2"

2" CWS/R DN

46

/2

0 S

A

VERTICAL TUBE STEAM COIL

COOLING COIL

INTERMEDIATE DRAIN PAN

HUMIDIFIER SECTION

DRAIN PAN

DRAIN PAN

SF

-1

A

54/54

AF

MS

14

'-8

"x4

'-6

" S

.A

.

54

/5

4

IN

TA

KE

D

UC

T

CO

NN

EC

TIO

N

5'-0

" x 9

'-0

"

(S

UM

ME

R V

EN

T)

AF

MS

DS

A-1

R

36

/2

4 E

.A

.

HR

U-1

24

/1

4 E

.A

.

(L

OW

)

10

8/4

6 S

.A

. D

OW

N

TO

7

2/4

6 T

HR

OU

GH

FL

OO

R

24

/1

4 E

.A

.

DN

UP

UP

44

/2

0 R

A

24

/2

4 O

.A

. D

UC

T

DO

WN

24

/2

4 O

A (8

'-0

" A

.F

.F

.)

GR

GS

3"

EX

SIT

IN

G

6"C

WS

&

CW

R D

N

4"L

PS

D

N

3"L

PR

D

N

TH

RO

UG

H

FL

OO

R

LPR

LPS

LPR

LPR

LP

S

CWS

EXISTING

CWR

6"

LPR

LP

R

1"L

PR

D

N

HU

MID

IF

IE

R

FD

HD

FD

HD

TC

PV

FD

(S

F-1

A &

S

F-1

B)

1"

1"

4"

3" L

PS

4"

3"

2"

2"

4"

6"

AD

AD

24

"x2

4" A

CC

ES

S D

OO

R

(T

YP

IC

AL

)

D

N

DN

AD

AD

20

/3

0 E

.A

.

DN

12

0/5

4 R

.A

. D

OW

N T

O 6

4/5

8

TH

RO

UG

H F

LO

OR

. O

FF

SE

T

IN

V

ER

TIC

AL

.

10

'-6

"x3

'-6

" S

.A

.

DN

30

/2

0 E

.A

.

34

/2

0 E

.A

.

64

/5

8 R

.A

. D

OW

N

TH

RO

UG

H

FL

OO

R

44

/2

0 S

.A

.

UP

D

N

LPS

4"

3"

3/4

" D

RIP

&

TR

AP

BYPASS

1/3

2/3

ST

EA

M A

NC

HO

R

(x) 2"

CWS/CWR

DN

CW

R

CW

S

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

1

2

SCALE:

21/4" = 1'-0"

PARTIAL SIXTH FLOOR PLAN

SCALE:

11/4" = 1'-0"

PARTIAL FIFTH FLOOR PLAN

3

ME

CH

AN

IC

AL P

IP

IN

G P

LA

N

M-200

PIPING PLAN

MECHANICAL

GENERAL NOTES

SHEET KEYNOTES

1. ALL LINEWORK SHOWN LIGHT IS EXISTING TO REMAIN.

2. HATCHED AREAS INDICATE DUCTWORK, DUCTWORKACCESSORIES, PIPING, PIPING ACCESSORIES, EQUIPMENT,CONTROLS, ETC TO BE REMOVED. CONTRACTOR TOPERFORM WALK-THROUGH OF FACILITY PRIOR TODEMOLITION TO DETERMINE SCOPE OF DEMOLITION.

3. THESE DRAWINGS HAVE BEEN DEVELOPED FROMAVAILABLE ORIGINAL DRAWINGS AND RECORDSFURNISHED BY THE OWNER. MATERIALS, DIMENSIONS,LOCATIONS AND THE LIKE OF THE EXISTING TO REMAINARE INTERPRETATIONS OF THOSE RECORDS AND SHALLBE FIELD VERIFIED BY THE CONTRACTOR.

4. THE CONTRACTORS SHALL FIELD VERIFY ALL EXISTINGCONDITIONS BEFORE PROCEEDING WITH THE WORK.

5. NO CUTTING OR REMOVAL OF EXISTING DUCTWORK,PIPING, ETC TO OCCUR WITHOUT WRITTEN PERMISSIONFROM OWNER.

6. WS/HWR TAKE-OFFS SHALL BE 3/4" UNLESS

NOTED OTHERWISE.

7. INSTALL BRANCH WATER PIPING TO EACH

UNIT WITH A MINIMUM OF THREE ELBOWS TO

ALLOW FOR EXPANSION AND CONTRACTION OF

THE PIPING SYSTEM.

PROVIDE VALVED

3

4

" PWS & R TAPS WITH

THREADED END.

ROUTE NEW CHILLED WATER PIPING

BELOW EXISTING PIPING.

APPROXIMATELY 8'-6" ABOVE FLOOR.

ROUTE PIPING HIGH IN SPACE TO

ALLOW ACCESS BELOW. PIPING SHALL

BE ABOVE DOOR HEIGHT.

FEBRUARY 21, 2018

AutoCAD SHX Text
06
AutoCAD SHX Text
HWR
AutoCAD SHX Text
HWS
AutoCAD SHX Text
1 "14"
AutoCAD SHX Text
HWR
AutoCAD SHX Text
HWS
AutoCAD SHX Text
6340
AutoCAD SHX Text
WEST
AutoCAD SHX Text
MECHANICAL PENTHOUSE
AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 18: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

SCALE:

1NOT TO SCALE

HOT WATER REHEAT COIL PIPINGSCALE:

4NOT TO SCALE

BLOWER COIL UNIT PIPING

SCALE:

2NOT TO SCALE

DUCT PENETRATION THROUGH INTERIOR WALL

SCALE:

7NOT TO SCALE

SUPPLY AIR TERMINAL UNIT WITH REHEAT COIL

SCALE:

5NOT TO SCALE

VMA INSTALLATION DETAIL

SCALE:

3NOT TO SCALE

REHEAT COIL DUCT CONNECTION

SCALE:

STEAM HUMIDIFIER PIPINGNONE

8

SCALE:

PIPE THRU INTERIOR WALLNONE

9SCALE:

CONDENSATE DRAIN TRAP PIPINGNONE

6

REHEAT COIL

P/T TEST PLUG (TYP.)

MANUAL KEY

TYPE AIR VENT

REDUCER (TYP.)

ISOLATION VALVE (TYP.)

1/2" DRAIN VALVE FOR 1/2" PIPING OR

3/4" DRAIN VALVE FOR 3/4" PIPING AND

ABOVE WTIH 3/4" HOSE CONNECTION

AND PRESSURE RATED HOSE CAP.

CAPPED LINE SIZE DIRT LEG

AIR TERMINAL UNIT

PROVIDE AT LEAST 24" CLEARANCE ON

CONTROLLER SIDE OF AIR TERMINAL UNIT. REFER TO

DRAWINGS FOR CONTROLLER LOCATION. THE

CLEARANCE AREA SHALL EXTEND THE FULL LENGTH

OF THE AIR TERMINAL UNIT. (TYPICAL BOTH TERMINAL

UNITS.

PROVIDE A MINIMUM OF 3'-0" OF STRAIGHT DUCT

UPSTREAM OF INLET FLOW SENSOR FOR INLET

SIZES 12" DIAMETER AND BELOW. PROVIDE A

MINIMUM OF 3X THE INLET DIAMETER OF STRAIGHT

DUCT UPSTREAM OF THE INLET FLOW SENSOR

FOR INLET SIZES ABOVE 12" DIAMETER.

PROVIDE 5'-0" OF 1" THICK LINING IMMEDIATELY

DOWNSTREAM OF THE TERMINAL UNIT. REFER TO

SPECIFICATION SECTION 23 33 00 - AIR DUCT

ACCESSORIES FOR LINER SPECIFICATION.

6" (MIN.)

FULL SIZE TEE

6" (MIN.)

TWO WAY TEMPERATURE

CONTROL VALVE

(3)

REHEAT COIL

SEAL AIR TIGHT

1/2" DRAIN VALVE FOR 1/2" PIPING OR

3/4" DRAIN VALVE FOR 3/4" PIPING AND

ABOVE WTIH 3/4" HOSE CONNECTION

AND PRESSURE RATED HOSE CAP.

VMA-X

PDTC

PDTC

DPT

T

ME

CH

AN

IC

AL D

ET

AILS

M-300

DETAILS

MECHANICAL

HWS

HWR

SUPPLY AIR

FC

CHWRCHWS

(3) REFER TO SPECIFICATION SECTION 23 05 48.

DRAIN TRAP PIPING.

NOTES:

(1) REFER TO SPECIFICATION SECTION 23 05 15 FOR UNION

REQUIREMENTS.

(2) REFER TO COOLING COIL CONDENSATE DRAIN TRAP

PIPING DETAIL FOR CONSTRUCTION OF CONDENSATE

COOLING COIL

DRAIN PAN

(2)

DRAIN LINE

(4)

(4) PROVIDE ISOLATION VALVE INSTEAD OF BALANCING VALVE IF

TERMINAL FLOW IS LESS THAN 2 GPM.

(INSULATED DUCTS)

(2)

STOPPING SEAL FOR RATED WALL

AND INSULATION SHALL MEET THIS RATING. REFER TO SPECIFICATIONS

FOR FIRE STOPPING SYSTEM MANUFACTURERS.

(2) WHERE WALL IS FIRE RATED, COMBINATION OF SEALANT, BACKING MATERIAL

FIRE DAMPER IS NOT REQUIRED.

(1) THIS DETAIL APPLIES FOR INSULATED DUCTS THRU WALL WHERE

DUCT INSULATION

DUCT

NON-RATED WALL AND FIRE

SEAL VAPOR BARRIOR FOR

NOTES:

AIR

INLET

HWS

HWR

SA

HWS

HWR

EA

OBTAIN POWER FROM CENTRAL TRANSFORMERS PANEL

PROVIDED BY 23 09 14 CONTRACTOR. VMA HAS 10VA

MAXIMUM POWER CONSUMPTION. INCLUDE VALVES,

EXHAUST DAMPER, AND DPT IN SIZING TRANSFORMERS FOR

POWER REQUIRED. VMA WIRING, N2 WIRING, POWER WIRING

AND TERMINATIONS BY MECHANICAL CONTRACTOR.

RADIATION VALVE (WHERE NEEDED)

24VAC TRISTATE BY 23 09 14

H

C

0-10 VDC ACTUATOR AND DIFFERENTIAL

PRESSURE TRANSDUCER PROVIDED BY 23 09 14

CONTRACTOR AND INSTALLED BY MECHANICAL

CONTRACTOR.

18/4

18/4

18/3

18/3

ACTUATOR

REHEAT VALVE PROVIDED BY 23 09 14

CONTRACTOR. INSTALLED BY MECHANICAL

CONTRACTOR.

0-10VDC

24VAC PWR

18/3 SHLD

18/3 SHLDTO NEXT N2 DEVICE - N2

FROM LAST N2 DEVICE - N2

24 VOLTS - 24V

TEMPERATURE SENSOR IN ROOM

PROVIDED BY 23 09 24

CONTRACTOR.

INSTALLED BY MECHANICAL

CONTRACTOR.

8 COND

RJ-45

JOHNSON CONTROLS PROVIDED BY 23 09 24

CONTRACTOR. INSTALL (WITH DAMPER OPEN) BY

MECHANICAL CONTRACTOR.

DISCHARGE AIR TEMPERATURE

SENSOR PROVIDED BY 23 09 14

CONTRACTOR AND INSTALLED BY

MECHANICAL CONTRACTOR.

18/2

ACCESS DOOR ON SIDE OR

BOTTOM FOR BEST ACCESS

AIR FLOW

15° MAX.

25° MAX.

LPS

HUMIDIFIER

LPC

(1)

NOTES:

(2) REFER TO SECTION 23 0902 FOR VALVE REQUIREMENT.

PROVIDE NECESSARY SUPPORTS FOR HUMIDIFIER.

WITH PIPE INSULATIONA

B WITHOUT PIPE INSULATION

PIPE

SEALANT

PIPE

PIPE INSULATION

SEALANT

BACKING MATERIAL

AS REQUIRED

BACKING MATERIAL

AS REQUIRED

FUTURE COMPONENTS OF UNIT IF APPLICABLE.

SP TO BE MAXIMUM STATIC PRESSURE (SP) ON

PRESSURE DROP AND PRESSURE DROP OF

DRAIN PAN INCLUDING MAXIMUM FILTER

A = 1/2"

B = SP + 1/2"

C = SP + 1"

BLOW-THRU UNITSDRAW-THRU UNITS

C = 1-1/2 SP + 1-1/2"

WITH STRUCTURAL MEMBERS OR STANDS TO PROVIDE

PROPER TRAP HEIGHT.

(5) RAISE COIL SECTION OR ENTIRE AIR HANDLING UNIT

PLBG. CONTR.

DRAIN LINE BY

(4)

(2) TRAP EACH COMPONENT DRAIN CONNECTION.

(1) FILL TRAP MANUALLY ON INITIAL START-UP.

1/4" MIN. PER FT

BAUNIT

B = 1/2 SP + 1/2"

A = SP + 1"

NOTES:

PAN

DRAIN

DIAMETERS

2 PIPE

TO BE SLOPED

DRAIN LINE

TEE WITH THREADED PLUG

COOLING COIL

A

B

C

(3) PIPE SIZE SHALL BE DRAIN PAN CONNECTION SIZE,

BUT NOT SMALLER THAN 1-1/2" FOR COOLING COILS IN

AHUS OR 3/4" FOR FAN COIL UNITS, WHICHEVER IS

LARGER.

BCU-4 2.5 1.25

FEBRUARY 21, 2018

AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 19: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

a

J

J

J

D

C

TS

PC

3

2

DM

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P

D

MC

K

4

a

S

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S

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S

AL

S

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P

J

1

X0.0

1

X0.0

F

B

M

J

J

J

J

J

NTS

C

T

EQ

#

#

C

F

XX

S

XX

R

S

S

CO2

CO2

W

CD

CD

M

CD

M

CD

RI

RI

RTS

FACP

FATC

FACP

FSCP

FSCU

FATC

SAP

WCU

MFACU

BATT

EVAC

GAP

ARCM

ARCR

FAAP

NAC

#

W

DUPLEX RECEPTACLE

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

EMERGENCY DUPLEX RECEPTACLE

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

SINGLE RECEPTACLE

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

DOUBLE DUPLEX RECEPTACLE

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

EMERGENCY DOUBLE DUPLEX RECEPTACLE

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

DUPLEX RECEPTACLE - ABOVE CASEWORK

OR 2" ABOVE COUNTERTOP BACKSPLASH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: FIELD VERIFY

LOCKING RECEPTACLE

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

DOUBLE DUPLEX RECEPTACLE - ABOVE CASEWORK

OR 2" ABOVE COUNTERTOP BACKSPLASH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: FIELD VERIFY

EMERGENCY DOUBLE DUPLEX RECEPTACLE - ABOVE

CASEWORK OR 2" ABOVE COUNTERTOP BACKSPLASH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: FIELD VERIFY

DUPLEX RECEPTACLE, UPPER HALF SWITCHED,

LOWER HALF HOT MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

DUPLEX RECEPTACLE LOCATED IN

SURFACE MOUNTED RACEWAY

POWER OUTLET IN SURFACE MOUNTED

RACEWAY VOLTAGE AND AMPERAGE AS

INDICATED

SWITCH/ RECEPTACLE

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

EMERGENCY DUPLEX RECEPTACLE LOCATED

IN SURFACE MOUNTED RACEWAY

EMERGENCY POWER OUTLET IN

SURFACE MOUNTED RACEWAY

VOLTAGE AND AMPERAGE AS INDICATED

OUTLETS INSTALLED IN

SURFACE MOUNTED RACEWAY

MOUNTING HEIGHT: 3'-6" FOR

WALL MOUNTING, SEE

ARCHITECTURAL ELEVATIONS

FOR BENCH LOCATIONS

SURFACE MOUNTED RACEWAY

A = 6" OUTLET SPACING

B = 9" OUTLET SPACING

C = 12" OUTLET SPACING

D = 18" OUTLET SPACING

E = 30" OUTLET SPACING

DUPLEX RECEPTACLE - CEILING MOUNTED

MOUNTING LOCATION: CEILING

DUPLEX RECEPTACLE - FLOOR MOUNTED

MOUNTING LOCATION: FLOOR

FIXED EQUIPMENT CONNECTION MOUNTING

LOCATION: COORDINATE W/ EQUIPMENT

FIXED EQUIPMENT CONNECTION - WALL

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

POWER OUTLET

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

POWER OUTLET, EMERGENCY CIRCUIT

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

FIXED EQUIPMENT CONNECTION - WALL

EMERGENCY CIRCUIT

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 1'-6"

OR

EMERGENCY DUPLEX RECEPTACLE - ABOVE

CASEWORK OR 2" ABOVE COUNTERTOP BACKSPLASH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: FIELD VERIFY

LIGHTING CONTACTOR

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: AS NOTED

DIMMER MOUNTING

LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

TIME SWITCH MOUNTING

LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

PHOTO CELL MOUNTING

LOCATION: WALL

MOUNTING HEIGHT: AS NOTED

AMBIENT LIGHT SENSOR

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: AS NOTED

AMBIENT LIGHT SENSOR

MOUNTING LOCATION: CEILING

OCCUPANCY SENSOR FOR LIGHTING CONTROL

PIR = PASSIVE INFRARED

2P = 2 POLE, DUAL RELAY

U = ULTRASONIC

DT = DUAL TECHNOLOGY

PIRA = PIR WITH AMBIENT LIGHT SENSOR

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

OCCUPANCY SENSOR FOR LIGHTING CONTROL

MOUNTING LOCATION: CEILING

SINGLE POLE SWITCH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

a = SWITCH DESIGNATION

FOUR WAY SWITCH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

KEY SWITCH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

MOMENTARY CONTACT SWITCH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

DOOR SWITCH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

SWITCH WITH PILOT LIGHT

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

LOW VOLTAGE "M"-MASTER SWITCH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

REMOTE CONTROL FOR MOTORIZED DAMPER

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

FLOOR SWITCH

MOUNTING LOCATION: FLOOR

TWO POLE SWITCH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

THREE WAY SWITCH

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 3'-6"

SWITCHES

RECEPTACLES

FIRE

PA PUBLIC ADDRESS

POWER UNIT

PULL BOX/PUSHBUTTONPB

PBPU PREFABRICATED BEDSIDE PATIENT

TRANSIENT VOLTAGE SURGE SUPPRESSION

REMOTE GROUND INDICATOR PANEL

UNLESS NOTED OTHERWISE

W

X

WT

WS

WP

W/

TVSS

RGIP

UNO

RECEP

VP

V

UC

UH

SS

STA

TEL

TV

SIG

WIRE

WALL SURFACE

WATER TIGHT

EXISTING

WEATHERPROOF

WITH

UNDER COUNTER

SAFETY SWITCH

TELEPHONE

RECEPTACLE

VAPOR PROOF

UNIT HEATER

TELEVISION

VOLTAGE

STATION

SIGNAL

POWER TYPE ROOF VENTILATOR

POWER OPERATED DAMPER

PLBG

PWR

PTRV

POD

PLUMBING

POWER

TRANSFORMER

EXPLOSION PROOF

XFMR

XP

PH PHASE

PDU POWER DISTRIBUTION UNIT

PC PLUMBING CONTRACTOR/PHOTOCELL

POTENTIAL TRANSFORMERPT

RECESSEDREC

REQUIRED

RELOCATEREL

REQD

REDUCED VOLTAGE AUTO TRANSFORMERRVAT

SWITCHBOARD

STARTER

SWITCH

SWITCHGEARSWGR

SWBD

STR

SW

SPECIFICATION

SIMILAR

SPEC

SIM

SHEETSHT

TO FLOOR ABOVE

TO FLOOR BELOW

TFA

TFB

TAMPER SWITCH/TIME SWITCHTS

TYPICAL

TELEVISION TERMINAL CABINET

TYP

TVTC

UNDERGROUNDUG

UNINTERRUPTED POWER SUPPLYUPS

VARIABLE FREQUENCY DRIVEVFD

PANELPNL

POWER FACTORPF

- ELECTRICAL METALLIC TUBINGEMT

-BATS BYPASS AUTOMATIC TRANSFER SWITCH

DIRECT CURRENTDC -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

F/FC

FSCP

GEN

GTB

GFI

GND

F/FW

F/FF

FDS

FACP

FCU

FIXT

FSS

FLUOR

FS

FL

FI

FA

FLUSH WITH FINISHED WALL

FLUSH WITH FINISHED FLOOR

FLUSH WITH FINISHED CEILING

FUSED DISCONNECT SWITCH

FLAME SAFEGUARD CONTROL PANEL

FUSED SAFETY SWITCH

FIRE ALARM CONTROL PANEL

GROUND FAULT INTERRUPTER

GROUND TERMINAL BOX

GENERATOR

GROUND

FLOW SWITCH

AT FLOOR LINE

FLUORESCENT

FAN COIL UNIT

FIRE ALARM

FILM ILLUMINATOR

FIXTURE

ECP

ELL

ELP

EQUIP

ETR

EDB

ELEC

EWC

ESM

EMER

EG

EJ

BFL

BPIP

CCT

CCTV

CLG

ATS

CB

CCT BKR

ECL

DB

EC

C

BC

ADO

AFF

AT

AF

AC

BELOW FLOOR LEVEL

EMERGENCY LIFE SAFETY LIGHTING

EMERGENCY CRITICAL POWER

EMERGENCY LIFE SAFETY POWER

EMERGENCY CRITICAL LIGHTING

EXISTING TO REMAIN

CLOSED CIRCUIT TELEVISION

BOILER PLANT INSTRUMENTATION PANEL

AUTOMATIC TRANSFER SWITCH

ELECTRIC STRIP MOLD

ELECTRIC WATER COOLER

EQUIPMENT GROUND

ELECTRIC DUCT BANK

EQUIPMENT

ELECTRIC/ELECTRICAL

EMERGENCY

EXPANSION JOINT

DIRECT BURIAL

CONDUIT

BARE COPPER

CIRCUIT BREAKER

CIRCUIT BREAKER

EMPTY CONDUIT/ELECTRICAL CONTRACTOR

CEILING

CIRCUIT

ABOVE FINISHED FLOOR

AUTOMATIC DOOR OPENER

ABOVE CEILING/ALTERNATING CURRENT

AMPERE TRIP

AMPERE FRAME

OWNER FURNISHED OWNER INSTALLED

OWNER FURNISHED CONTRACTOR

NON-FUSED DISCONNECT

MUSIC & PAGE TERMINAL BOX

MAIN DISTRIBUTION PANEL

MOTOR CONTROL CENTER

MAIN CIRCUIT BREAKER

MASTER ANTENNA TELEVISION

LOCAL TEMPERATURE CONTROL PANEL

HAND OFF AUTOMATIC

NON-FUSED SAFETY SWITCH

MTG HGT

OFOI

OFCI

NFD

NFSS

P

MPTB

LTCP

MCB

MCC

MDP

MLO

MATV

MTD

MH

LTS

LV

LTG

MOUNTING HEIGHT

INSTALLED

POLE

LOW VOLTAGE

MAIN LUGS ONLY

MOUNTED

MANHOLE

LIGHTS

LIGHTING

HOA

INCAND

HP

HV

HH

INCANDESCENT

HIGH VOLTAGE

HORSE POWER

HANDHOLE

-

-

--

-

-

--

-

--

-

-

-

-

-

AMPERES-A

ALTERNATE

ABOVE SUSPENDED CEILING

ARCH

ASC

AIC

ALT

ARCHITECTURAL

AMP INTERRUPTING CAPACITY

-

-

-

-

AUTOMATICAUTO -

BFC BELOW FINISH CEILING-

BUILDINGBLDG -

BREAKERBRKR -

CONTRACTOR FURNISHED, CONTRACTORCFCI -

INSTALLED

CO CONDUIT ONLY-

CONTR CONTRACTOR-

CORR CORRIDOR-

DED DEDICATED-

DET DETAIL-

DIA DIAMETER-

DISC DISCONNECT-

DN DOWN-

DP DISTRIBUTION PANEL-

CT

CR

CURRENT TRANSFORMER

CONTROL RELAY

-

-

EMI ELECTROMAGNETIC INTERFERENCE-

ENGINE GENERATOR SETEGS -

FLEX

FLR

FLA

FLEXIBLE

FLOOR

-

--

FULL LOAD AMPERES-

-

FDR FEEDER--

FULL VOLTAGE NON-REVERSINGFVNR --

GROUND FAULT PROTECTION

GROUND FAULT CIRCUIT INTERRUPTER

GENERAL CONTRACTOR

GFP

GC

GFCI

--

-

--

HEIGHT/HEAT TRACEHT -

INTERMEDIATE METAL CONDUITIMC -

KILOVOLT-AMPERES

KILOWATT HOURS

KILOWATTS

KILOVOLT

KWH

KVA

KW

KV

LIGHT

LOCAL AREA NETWORK

LGT

LAN

MOUNTINGMTG

MECHANICAL CONTRACTORMC

MOTOR CIRCUIT PROTECTORMCP

MECHANICAL EQUIPMENT ROOMMER

MOTOR/METERMTR

NEW CONNECTION/NORMALLY CLOSED

NOT APPLICABLE

NC

NA

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

NO

NTS

NIC

ON CENTEROC

- DISCONNECT SWITCHDS

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

--

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

--

-

-

-

-

-

-

-

-

-

--

-

-

-

-

-

ELECTRICAL ABBREVIATIONS

SYMBOLS INDICATED HERE AND NOT USED IN THE CONTRACT DOCUMENTS DO NOT APPLY TO

THIS PROJECT. ADDITIONAL SYMBOLS MAY BE INDICATED IN THE CONTRACT DOCUMENTS.

EXISTING TO REMAIN IS SHOWN WITH DASHED LIGHT LINES.

NEW WORK IS SHOWN WITH SOLID HEAVY LINES.

1.

2.

3.

NOTES:

ELECTRICAL SYMBOLS AND ABBREVIATIONS

BATTERY PACK/INVERTERE

TRACK

H

G

T

X

S

N

L

ELECTRODELESS INDUCTION FLUORESCENT

LIGHT PIPE/GUIDE/TUBE, FIBER OPTICS

SPECIAL PURPOSE

NEON/COLD CATHODE

STANDARD HID

EXIT LIGHT

LOW VOLTAGE INCANDESCENT/HALOGEN

LED/COMPACT FLUORESCENT

LINE VOLTAGE INCANDESCCENT/HALOGEN

STANDARD LINEAR FLUORESCENT

COMPACT HID

DOUBLE ENDED/PIN, SINGLE ENDED

CIRCUIT/SWITCH

F

A

B

D

C

TYPE

SURFACE MOUNTED LINEAR FLUORESCENT

MOUNTING LOCATION: CEILING

SURFACE MOUNTED LINEAR FLUORESCENT

MOUNTING LOCATION: WALL

PENDANT/SUSPENDED LINEAR FLUORESCENT

PENDANT/SUSPENDED FLUORESCENT

RECESSED GRID MOUNTED FLUORESCENT

MOUNTING LOCATION: CEILING

RECESSED FLANGE MOUNTED FLUORESCENT

MOUNTING LOCATION: CEILING

SURFACE MOUNTED FLUORESCENT

MOUNTING LOCATION: CEILING

SURFACE MOUNTED EMERGENCY

LINEAR FLUORESCENT MOUNTING

LOCATION: CEILING

SURFACE MOUNTED EMERGENCY

LINEAR FLUORESCENT

MOUNTING LOCATION: WALL

PENDANT/SUSPENDED EMERGENCY

LINEAR FLUORESCENT

PENDANT/SUSPENDED EMERGENCY

FLUORESCENT

RECESSED GRID MOUNTED EMERGENCY

FLUORESCENT.

MOUNTING LOCATION: CEILING

RECESSED FLANGE MOUNTED EMERGENCY

FLUORESCENT.

MOUNTING LOCATION: CEILING

SURFACE MOUNTED EMERGENCY

FLUORESCENT.

MOUNTING LOCATION: CEILING

SURFACE MOUNTED CRITICAL

LINEAR FLUORESCENT

MOUNTING LOCATION: CEILING

SURFACE MOUNTED CRITICAL

LINEAR FLUORESCENT

MOUNTING LOCATION: WALL

PENDANT/SUSPENDED CRITICAL

LINEAR FLUORESCENT

PENDANT/SUSPENDED CRITICAL FLUORESCENT

RECESSED GRID MOUNTED CRITICAL

FLUORESCENT. MOUNTING LOCATION: CEILING

RECESSED FLANGE MOUNTED CRITICAL

FLUORESCENT. MOUNTING LOCATION: CEILING

SURFACE MOUNTED CRITICAL FLUORESCENT.

MOUNTING LOCATION: CEILING

SINGLE HEAD EMERGENCY

FIXTURE WITH BATTERY PACK

DOUBLE HEAD EMERGENCY

FIXTURE WITH BATTERY PACK

PILOT LIGHT MOUNTING

LOCATION: AS NOTED

TRACK MOUNTING LOCATION: AS

NOTED

RECESSED MOUNTED

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: CEILING

SURFACE MOUNTED

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: CEILING

RECESSED MOUNTED

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: WALL

SURFACE MOUNTED

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: WALL

PENDANT/SUSPENDED

INCANDESCENT/COMPACT

FLUORESCENT/HID

RECESSED MOUNTED EMERGENCY

INCADESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: CEILING

SURFACE MOUNTED EMERGENCY

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: CEILING

RECESSED MOUNTED EMERGENCY

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: WALL

SURFACE MOUNTED EMERGENCY

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: WALL

PENDANT/SUSPENDED EMERGENCY

INCANDESCENT/COMPACT

FLUORESCENT/HID

RECESSED MOUNTED CRITICAL

INCADESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: CEILING

SURFACE MOUNTED CRITICAL

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: CEILING

RECESSED MOUNTED CRITICAL

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: WALL

SURFACE MOUNTED CRITICAL

INCANDESCENT/COMPACT FLUORESCENT/HID

MOUNTING LOCATION: WALL

PENDANT/SUSPENDED CRITICAL

INCANDESCENT/COMPACT

FLUORESCENT/HID

DIRECTIONAL INDICATOR ADDED

TO FIXTURE SYMBOL TO

DESIGNATE AIMING DIRECTION

EXIT DIRECTIONAL ARROW

SINGLE FACE EXIT FIXTURE

MOUNTING LOCATION: CEILING

DOUBLE FACE EXIT FIXTURE

MOUNTING LOCATION: CEILING

SINGLE FACE EXIT FIXTURE

MOUNTING LOCATION: WALL

DOUBLE FACE EXIT FIXTURE

MOUNTING LOCATION: WALL

TYPE DESCRIPTION TYPE DESCRIPTION

SUFFIX DESCRIPTION

LIGHTING

SHEET SYMBOLS

EQUIPMENT DESIGNATION

TOP DESIGNATES EQUIPMENT ABBREVIATION

BOTTOM DESIGNATES EQUIPMENT NUMBER

DETAIL REFERENCE TOP DESIGNATES

DETAIL NUMBER BOTTOM DESIGNATES

ON WHICH SHEET DETAIL APPEARS

ELEVATION DESIGNATION

PLAN CONTINUATION DESIGNATION

REVISION NUMBER DESIGNATION

LINE CONTINUE BREAK

NEW WORK CONNECTION TO EXISTING

WORK DESIGNATION

NOTE DESIGNATION

SECTION REFERENCE TOP DESIGNATES

SECTION NUMBER BOTTOM DESIGNATES

ON WHICH SHEET SECTION APPEARS

EQUIPMENT AND WIRING

MANUAL STARTER W/OVERLOAD PROTECTION

TRANSFORMER

TRANSFORMER - ONE LINE DIAGRAM

GROUND CONNECTION

NON FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

BREAKER DISCONNECT SWITCH

MAGNETIC MOTOR STARTER

COMBINATION MOTOR STARTER

SURFACE JUNCTION BOX

SURFACE JUNCTION BOX - WALL

FLUSH JUNCTION BOX - CEILING

FLUSH JUNCTION BOX - WALL

FLUSH JUNCTION BOX - FLOOR

MOTOR

PANELBOARD - NORMAL

SURFACE MOUNTED

PANELBOARD - NORMAL

FLUSH MOUNTED

PANELBOARD - EMERGENCY/LIFE SAFETY

SURFACE MOUNTED

PANELBOARD - EMERGENCY/LIFE SAFETY

FLUSH MOUNTED

PANELBOARD - CRITICAL

SURFACE MOUNTED

PANELBOARD - CRITICAL

FLUSH MOUNTED

LOW VOLTAGE LIGHTING CONTROL

PANEL - SURFACE MOUNTED

LOW VOLTAGE LIGHTING CONTROL

PANEL - FLUSH MOUNTED

DISTRIBUTION PANELBOARD

MOTOR CONTROL CENTER

CABLE TAP BOX

BUSWAY PLUG-IN UNIT

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

REVERSE POWER RELAY

ISOLATION TRANSFORMER -

ONE LINE DIAGRAM

T

MCC

CLOCK RECEPTACLE

MOUNTING LOCATION: WALL

MOUNTING HEIGHT: 8'-0"

JUNCTION BOXJB -

KNOCK-OUTKO -

-

NATIONAL ELECTRICAL CODENEC

-

RIGID METAL CONDUITRMC

EMERGENCY DUPLEX RECEPTACLE - CEILING MOUNTED

MOUNTING LOCATION: CEILING

DOUBLE DUPLEX RECEPTACLE - CEILING MOUNTED

MOUNTING LOCATION: CEILING

EMERGENCY DOUBLE DUPLEX RECEPTACLE -

CEILING MOUNTED

MOUNTING LOCATION: CEILING

PULL STATION/FIRE ALARM BOX

SMOKE DETECTOR/SENSOR

XX = TYPE

R/F = COMBINATION RATE OF RISE /

R/C = RATE COMPENSATION

F = FIXED TEMPERATURE

R = RATE OF RISE ONLY

XX = TYPE

AS = AIR SAMPLING

P = PHOTOELECTRIC

I = IONIZATION

R = RELAY BASE

SS = SINGLE STATION

SB = SOUNDER BASE

ID = IN DUCT

HEAT DETECTOR/SENSOR

BT = BEAM TRANSMITTER

BR = BEAM RECEIVER

SMOKE/HEAT DETECTOR/SENSOR COMBINATION

SMOKE DETECTOR/SENSOR FOR DUCT

GAS DETECTOR/SENSOR

XX = TYPE

CO = CARBON DIOXIDE

CO = CARBON MONOXIDE

HCL = HYDROGEN CHLORIDE

CH = METHANE

2

4

FLAME DETECTOR/SENSOR

XX = DETECTION TYPE

UV = ULTRAVIOLET

IR = INFRARED

UV/IR = COMBINATION UV/INFRARED

VR = VISIBLE RADIATION

WATER DETECTOR

FIXED TEMPERTURE

F

H

S

C

M

HORN ONLY

MINI-HORN

CHIME - ELECTRONIC

SPEAKER ONLY

COMBINATION HORN/STROBE

COMBINATION SPEAKER/VISIBLE

CD = CANDELA RATING/SETTING

EMERGENCY SPEAKER/VISIBLE

CD = CANDELA RATING/SETTING

F

M

F

CH

VISIBLE ONLY (STROBE) - WALL MOUNT

CD = CANDELA RATING/SETTING

VISIBLE ONLY (STROBE) - CEILING MOUNT

CD = CANDELA RATING/SETTING

ROTATING BEACON

REMOTE INDICATOR

CEILING MOUNT INDICATOR

EMERGENCY VISIBLE ONLY (STROBE) - WALL MOUNT

CD = CANDELA RATING/SETTING

EMERGENCY VISIBLE ONLY (STROBE) - CEILING MOUNT

CD = CANDELA RATING/SETTING

REMOTE ALARM INDICATING AND TEST SWITCH

FIRE ALARM CONTROL UNIT

FIRE ALARM TERMINAL CABINET

EMERGENCY COMMUNICATIONS CONTROL UNIT

FIRE SUPPRESSION CONTROL PANEL

FIRE SUPPRESSION CONTROL UNIT

FIRE ALARM COMMUNICATOR

SPRINKLER ALARM PANEL

WIRELESS CONTROL UNIT

MASTER FIRE ALARM CONTROL UNIT

BATTERY CABINET

VOICE EVACUATION CONTROL UNIT

GRAPHIC ANNUNCIATOR PANEL

AREA OF REFUGE MASTER UNIT

AREA OF REFUGE REMOTE UNIT

FIRE ALARM ANNUNICATOR PANEL

NOTIFICATION POWER SUPPLY

C = CEILING MOUNT

CD

COMMUNICATION

WALL TELEPHONE OUTLET

MOUNTING LOCATION: FLUSH WALL

MOUNTING HEIGHT: 4'-0"

WORKSTATION OUTLETS

MOUNTING LOCATION: CASEWORK OR 2" ABOVE

BACKSPLASH

MOUNTING HEIGHT: FIELD VERIFY

WORKSTATION OUTLETS - CEILING MOUNTED

MOUNTING LOCATION: FLUSH CEILING

MOUNTING HEIGHT: F/FC

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Cham

berlin H

all 5th F

loor R

em

odel- K

olkow

itz Lab

University of W

isconsin M

adison

11

50

U

nive

rsity A

ven

ue

Madison, W

isconsin 53706

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

SY

MB

OL

S A

ND

A

BB

RE

VIA

TIO

NS

E-001

SYMBOLS AND

FEBRUARY 21, 2018

ABBREVIATIONS

AutoCAD SHX Text
REFER
AutoCAD SHX Text
X0.0
AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 20: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

5200

I

5200J

5267

5200

P5263

52655264G

5264A5264B

5264F5264E5264D

5264C 52642276

2258

5274

5276

52705272

BELOW

BELO

W

2

3

1

EXISTING

PANEL 5264

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

11

50

U

nive

rsity A

ve

nu

e

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

1

2

3

EL

EC

TR

IC

AL

D

EM

OL

IT

IO

N P

LA

N

ED-100

DEMOLITION PLAN

FEBRUARY 21, 2018

ELECTRICAL

GENERAL NOTES

EQUIPMENT LOCATIONS SHOWN ARE APPROXIMATE AND SHALLBE FIELD VERIFIED.

AREA OF DEMOLITION SHOWN IS FOR APPROXIMATIONPURPOSES ONLY. CONTRACTOR SHALL REFER TOARCHITECTURAL DRAWINGS FOR EXACT AREA OF DEMOLITION.

REFER TO SPECIFICATIONS FOR DIRECTIONS REGARDINGDEMOLITION WORK.

FURNISH LABOR, MATERIALS AND EQUIPMENT REQUIRED TOCOMPLETE DEMOLITION OF EXISTING ELECTRICAL EQUIPMENT ASSPECIFIED OR INDICATED. DISCONNECT, REMOVE AND RELOCATEITEMS AS REQUIRED TO FACILITATE THE NEW CONSTRUCTION.

CONTRACTOR SHALL BE FAMILIAR WITH EXISTING ELECTRICALSYSTEM, WHICH WILL BE AFFECTED BY THE DEMOLITION ANDREMODELING WORK.

CONTRACTOR SHALL OBTAIN PERMISSION FROM OWNER'SREPRESENTATIVE TO SHUT OFF SERVICES OR SYSTEM, WHICH MAYAFFECT OTHER AREAS BEYOND THE LIMITS OF THE IMMEDIATEDEMOLITION AREA. SUCH PERMISSION WILL BE GRANTED ONLYAFTER OWNER'S REPRESENTATIVE IS INFORMED AS TO THE REASONFOR AND DURATION OF THE SHUTDOWN AND IS SATISFIED THAT THESHUTDOWN CAN BE MADE WITH AS LITTLE INCONVENIENCE TO OTHERAREAS AS POSSIBLE. THIS MAY REQUIRE WORK TO BE DONE ONNIGHTS OR WEEKENDS.

WHERE REMOVAL OF CONDUIT AND WIRING AFFECTS THE OPERATIONOF "UPSTREAM" AND/OR "DOWNSTREAM" UTILIZATION EQUIPMENTWHICH IS NOT INDICATED TO BE REMOVED, PROVIDE ADDITIONALCONDUIT AND WIRING TO RESTORE THE "UPSTREAM" AND/OR"DOWNSTREAM" UTILIZATION EQUIPMENT TO ITS NORMAL OPERATION.

WIRING SHALL BE REMOVED, TERMINATED OR EXTENDED ASREQUIRED TO MAINTAIN CIRCUIT CONTINUITY AS CONDITIONS MAYDICTATE. BRANCH CIRCUITS TO BE DISCONNECTED SHALL BEIDENTIFIED AS TO LOCATION OR ITEM SERVED BEFOREDISCONNECTING. CIRCUITS SERVING AREAS BEYOND THE IMMEDIATEDEMOLITION AND REMODELING SHALL BE MAINTAINED.

IN DEMOLITION AND REMODELED AREAS ANY FEEDERS,CONDUITS, BRANCH CIRCUITS, SIGNAL AND TELEPHONECIRCUITS, ETC. PASSING THROUGH THESE AREAS TO SERVEREMOTE OR SURROUNDING AREAS THAT ARE TO REMAIN,SHALL BE RETAINED AND KEPT OPERATIONAL AND SHALL BEREROUTED IN ALL CASES WHERE THEY INTERFERE WITH NEWWORK.

1.

2.

3.

4.

5.

6.

7.

8.

REMOVE ALL EQUIPMENT, DEVICES, WIRING, LIGHTING,LIGHTING CONTROL, AND FIRE ALARM EQUIPMENT UNLESSNOTED OTHERWISE.

REMOVE ALL ASSOCIATED FEEDERS AND BRANCH CIRCUITSSERVED FROM EXISTING PANELBOARD 5264 BACK TO SOURCE.

SEE SHEET E-120 FOR SCOPE ASSOCIATED WITH EXISTINGPANEL PRIOR TO REMOVAL.

SHEET KEYNOTES

9.

AutoCAD SHX Text
20X16 SA
AutoCAD SHX Text
20X16 SA
AutoCAD SHX Text
20X16 SA
AutoCAD SHX Text
20X16 SA
AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 21: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

5315

NEWERWIN LAB.

5323

NEWPONDROM LAB.

old

win

dow

s

5200P

EXISTINGCORRIDOR

2258

EXISTINGSHAFT

2276

EXISTINGSHAFT

EXIS

TING

EXIS

TING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

LASER TABLE

LASER TABLE

5266-A

5266-B

5264-A

CA

D 1

D 1

v

MECHANICAL

5376

LASER TABLE

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

LASER TABLE

12

12

3

13

E2

E

14

3

3

3

15

E2

E

E8

E8

E8

E8

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E2

PE1

PE1

SN2-SS

E

E

11

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

CA

PW

TA

NK

RE

ST

RA

IN

T

TA

NK

RE

ST

RA

IN

T

PW

2

2

1

1

D

D

S

DT

S

DT

S

DT

S

DT

S

DT

S

DT

2

2

C1

C1

C1C1

C1 C1

C1C1

C1

C1

C1C1

C1 C1

C1C1

S1

S1

+60"

+60"

C1C1

C1C1

C1

C1

C1

C1

5

5

19

19

5

5

5 5

5 55

5

5

5

5 5 5

5 5 5

5

5

5

5

5

5

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Cham

berlin H

all 5th F

loor R

em

odel- K

olkow

itz Lab

University of W

isconsin M

adison

11

50

U

nive

rsity A

ven

ue

Madison, W

isconsin 53706

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

1

2

EL

EC

TR

IC

AL

L

IG

HT

IN

G P

LA

N

E-110

LIGHTING PLAN

FEBRUARY 21, 2018

FOR THIS ROOM: ALL DEVICE BOXES

SHALL BE CAST TYPE. WHERE DEVICE

BOXES AND CONDUITS ARE RECESSED

MOUNTED, THE BOX TO THE ADJACENT

WALL, CEILING OR FLOOR SURFACE

SHALL BE SEALED. ALL WIRING SHALL

BE PROVIDED IN EITHER THREADED

RGS, IMC (WHEN RECESSED), OR

ELECTRICAL METALLIC TUBING (ONLY

WHEN RECESSED AND WITH

COMPRESSION FITTINGS). ONCE WIRING

IS INSTALLED, THE WIRING SHALL BE

SURROUNDED BY A ONE INCH BARRIER

OF SILICONE CAULKING AROUND THE

CONDUCTORS WITHIN THE DEVICE BOX

HUB. NON-RECESSED CONDUITS ARE

THEN REQUIRED TO BE THREADED RGS.

THIS PREVENTS THE PASSAGE OF AIR

THROUGH THE ELECTRICAL

DISTRIBUTION SYSTEMS.

ALL LIGHTING IN THIS ROOM TO BE

CIRCUITED FROM PANEL 5286 UNLESS

NOTED OTHERWISE.

CONTRACTOR TO COORDINATE FINAL

LOCATION OF LIGHT FIXTURES WITH

OWNERS REP PRIOR TO INSTALL.

1.

ELECTRICAL

GENERAL NOTES

SHEET KEYNOTES

AutoCAD SHX Text
06
AutoCAD SHX Text
06
AutoCAD SHX Text
06
AutoCAD SHX Text
07
AutoCAD SHX Text
05
AutoCAD SHX Text
5335B
AutoCAD SHX Text
5323
AutoCAD SHX Text
5300P
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.23
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.22
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
07
AutoCAD SHX Text
06
AutoCAD SHX Text
05
AutoCAD SHX Text
06
AutoCAD SHX Text
03d
AutoCAD SHX Text
05
AutoCAD SHX Text
A
AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 22: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

5315

NEWERWIN LAB.

5323

NEWPONDROM LAB.

old

win

dow

s

5200P

EXISTINGCORRIDOR

EXIS

TING

EXIS

TING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

LASER TABLE

LASER TABLE

5266-A

52

66

-B

5264-A

CA

D 1

D 1

v

MECHANICAL

5376

LASER TABLE

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

LASER TABLE

12

12

3

13

E2

E

14

3

3

3

15

E2

E

E8

E8

E8

E8

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E2

PE1

PE1

SN2-SS

E

E

11

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

CA

PW

PW

2

2

3

1

J

J

J J

JJ

J J

J

J

2 2

2

2

2 2

3

4

JJ

2

2

4

5

5

1

6

6

6

6

7

EXISTING

PANEL 5264

EXISTING

PANEL 5/L3

PANEL 5264

EXISTING

PANEL 5/L4

14-30R

14-30R

VFD

BAS

NEW

14-30R

14-30R

5/L3-1:7,9,11

GFCI

14-30R

14-30R

666 888

10

10

12

12

5/L3-1:8

PANEL 5/L3-1

NEW

5/L3-1:8

5/L3-1:105/L3-1:10

5/L3-1:12

5/L3-1:12

5/L3-1:1,3,5

5/L3-1:2,4,6

5/L3-1:16

5/L3-1:16 5/L3-1:18

5/L3-1:18

PANEL 5/L4-1

NEW

7

9

9

11

11

13

13

14 15

15 15 15 15

17

17 17 17 17

5/L4-1:1,3,5

5/L4-1:2,4,6

5/L4-1:7,9,11

16

6-20R

5264:19,21

5/L3-1:145/L3-1:14

5/L3-1:13 5/L3-1:15

5/L3-1:13 5/L3-1:15

5/L4-1:8

5/L4-1:8

5/L4-1:10

5/L4-1:10

5/L4-1:12

5/L4-1:12

5/L4-1:14

5/L4-1:14

5/L4-1:16

5/L4-1:16 5/L4-1:18

5/L4-1:18 5/L4-1:13 5/L4-1:15

5/L4-1:13 5/L4-1:15

18

22 20 18 22

20

18 22 20 18

23

27 25 23 27

25

23 27 25 23

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

1150 U

niversity A

venue

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

1

2

3

4

5

6

7

EL

EC

TR

IC

AL

P

OW

ER

P

LA

N

E-120

POWER PLAN

FEBRUARY 21, 2018

ELECTRICAL

PROVIDE 208Y/120V, 100A, 3Ø, 10kAIC,

4W & G PANEL TO SERVE ROOM 5264.

EXTEND EXISTING TO REMAIN CIRCUITS

FROM EXISTING PANEL TO NEW PANEL.

INTERCEPT AND EXTEND EXISTING 100

AMP FEEDER TO NEW PANEL.

MOUNT RACEWAY TO OVERHEAD

SERVICE CARRIER BY DIVISION 13.

PROVIDE CONNECTION (3/4"C.-3#12 &

1#12G) VIA VFD (BY DIVISION 23) FROM

EXISTING PANEL 6-DP1 IN ROOM 6340.

PROVIDE 15/3 BREAKER TO MATCH

EXISTING (GE SPECTRA SERIES 42 kAIC,

GE ORDER #178PP91045).

FOR THIS ROOM: ALL DEVICE BOXES

SHALL BE CAST TYPE. WHERE DEVICE

BOXES AND CONDUITS ARE RECESSED

MOUNTED, THE BOX TO THE ADJACENT

WALL, CEILING OR FLOOR SURFACE

SHALL BE SEALED. ALL WIRING SHALL

BE PROVIDED IN EITHER THREADED

RGS, IMC (WHEN RECESSED), OR

ELECTRICAL METALLIC TUBING (ONLY

WHEN RECESSED AND WITH

COMPRESSION FITTINGS). ONCE WIRING

IS INSTALLED, THE WIRING SHALL BE

SURROUNDED BY A ONE INCH BARRIER

OF SILICONE CAULKING AROUND THE

CONDUCTORS WITHIN THE DEVICE BOX

HUB. NON-RECESSED CONDUITS ARE

THEN REQUIRED TO BE THREADED RGS.

THIS PREVENTS THE PASSAGE OF AIR

THROUGH THE ELECTRICAL

DISTRIBUTION SYSTEMS.

ALL RECEPTACLES IN THIS ROOM TO BE

CIRCUITED FROM PANEL 5286 UNLESS

NOTED OTHERWISE.

MOUNT #4 INSULATED GROUND WIRE TO

UNDERSIDE OF UNISTRUT. BOND TO

GROUND BAR IN EXISTNG PANEL 5/DP1.

PROVIDE (2) 208Y/120V, 100A, 3Ø, 10kAIC,

4W & G PANELS TO SERVE LASER

TABLES IN 5264. PROVIDE 100A/3 POLE

BREAKERS IN EXISTING PANELS 5/L3

AND 5/L4 AND EXTEND 100A FEEDER

(1-1/2C - 4#1 & 1#8G) TO EACH NEW

PANEL.

SHEET KEYNOTES

AutoCAD SHX Text
06
AutoCAD SHX Text
06
AutoCAD SHX Text
06
AutoCAD SHX Text
07
AutoCAD SHX Text
05
AutoCAD SHX Text
5335B
AutoCAD SHX Text
5323
AutoCAD SHX Text
5300P
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.23
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.22
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
07
AutoCAD SHX Text
06
AutoCAD SHX Text
05
AutoCAD SHX Text
06
AutoCAD SHX Text
03d
AutoCAD SHX Text
05
AutoCAD SHX Text
A
AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 23: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

5315

NEWERWIN LAB.

5323

NEWPONDROM LAB.

old

win

dow

s

5200P

EXISTINGCORRIDOR

2258

EXISTINGSHAFT

2276

EXISTINGSHAFT

EXIS

TING

EXIS

TING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

LASER TABLE

LASER TABLE

5266-A

5266-B

5264-A

CA

D 1

D 1

v

MECHANICAL

5376

LASER TABLE

LASER LAB

NORTH

5266

LASER LAB

SOUTH

5264

LASER TABLE

12

12

3

13

E2

E

14

3

3

3

15

E2

E

E8

E8

E8

E8

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E4 E4 E4 E4

E2

PE1

PE1

SN2-SS

E

E

11

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

FUTURE

DESK BY

USERS

CA

PW

TA

NK

RE

ST

RA

IN

T

TA

NK

RE

ST

RA

IN

T

PW

2

2

1

1

R/F

R/F

60cd

60cd

2

2

2

2

W

W

3

2

2

2

2

2

2

2

2

C

C

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Cham

berlin H

all 5th F

loor R

em

odel- K

olkow

itz Lab

University of W

isconsin M

adison

11

50

U

nive

rsity A

ven

ue

Madison, W

isconsin 53706

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

1

2

3

EL

EC

TR

IC

AL

S

YS

TE

MS

P

LA

N

E-130

SYSTEMS PLAN

FEBRUARY 21, 2018

ELECTRICAL

FOR THIS ROOM: ALL DEVICE BOXES

SHALL BE CAST TYPE. WHERE DEVICE

BOXES AND CONDUITS ARE RECESSED

MOUNTED, THE BOX TO THE ADJACENT

WALL, CEILING OR FLOOR SURFACE

SHALL BE SEALED. ALL WIRING SHALL

BE PROVIDED IN EITHER THREADED

RGS, IMC (WHEN RECESSED), OR

ELECTRICAL METALLIC TUBING (ONLY

WHEN RECESSED AND WITH

COMPRESSION FITTINGS). ONCE WIRING

IS INSTALLED, THE WIRING SHALL BE

SURROUNDED BY A ONE INCH BARRIER

OF SILICONE CAULKING AROUND THE

CONDUCTORS WITHIN THE DEVICE BOX

HUB. NON-RECESSED CONDUITS ARE

THEN REQUIRED TO BE THREADED RGS.

THIS PREVENTS THE PASSAGE OF AIR

THROUGH THE ELECTRICAL

DISTRIBUTION SYSTEMS.

NEW FIRE ALARM DEVICES SHALL BE

COMPATIBLE WITH EXISTING NOTIFIER

SYSTEM.

1.

SURFACE MOUNTED DATA OUTLET AT

THIS LOCATION. ROUTE CABLES BACK

TO EXISTING TELECOM ROOM 5301.

SHEET KEYNOTES

GENERAL NOTES

OUTLETS FOR WALL MOUNTED

TELEPHONES

AutoCAD SHX Text
06
AutoCAD SHX Text
06
AutoCAD SHX Text
06
AutoCAD SHX Text
07
AutoCAD SHX Text
05
AutoCAD SHX Text
5335B
AutoCAD SHX Text
5323
AutoCAD SHX Text
5300P
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.23
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
D
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.22
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
07
AutoCAD SHX Text
06
AutoCAD SHX Text
05
AutoCAD SHX Text
06
AutoCAD SHX Text
03d
AutoCAD SHX Text
05
AutoCAD SHX Text
A
AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00
Page 24: assemblage - wisconsin.edu · assemblage architects 7433 elmwood avenue middleton, wi 53562 t 608.827.5047 f 608.827.6960 revision date ... hardware height hollow metal horizontal

assemblage

ARCHITECTS

7433 Elmwood Avenue

Middleton, WI 53562

T 608.827.5047

F 608.827.6960

REVISION DATE

SHEET NUMBER

Ch

am

be

rlin

H

all 5

th

F

lo

or R

em

od

el- K

olko

witz L

ab

Un

ive

rsity o

f W

isco

nsin

M

ad

iso

n

11

50

U

nive

rsity A

ve

nu

e

Ma

diso

n, W

isco

nsin

5

37

06

PROJECT NO

SET TYPE

DATE

PR

OJE

CT

SH

EE

T N

AM

E

2017-13

BD

KEY PLAN

UNIVERSITY OF

WISCONSIN SYSTEM

UWSA# A-17-004

MSN-0055-1703

Affiliated

Engineers

EL

EC

TR

IC

AL

S

CH

ED

UL

ES

E-800

SCHEDULES

FEBRUARY 21, 2018

ELECTRICAL

AutoCAD SHX Text
Affiliated Engineers, Inc.
AutoCAD SHX Text
5802 Research Park Boulevard
AutoCAD SHX Text
Madison, Wisconsin 53719
AutoCAD SHX Text
Tel 608.238.2616 Fax 608.238.2614
AutoCAD SHX Text
Project #:
AutoCAD SHX Text
17846-00