ADDENDUM NO. 2 2 ISSUE DATE: September 13, 2021 3 4 RE: FP

UW-Madison Project No. 0549-2117 Page - 1

ADDENDUM NO. 2 1 ISSUE DATE: September 13, 2021 2 3 RE: FP&M PHYSICAL PLANT RELOCATION 4 UNIVERSITY OF WISCONSIN-MADISON 5 MADISON, WISCONSIN 6 7 UW-Institution Project No. 0549-2117 8 UWSA Project No. A-21-001 9 10 BID DUE: MEP Bidders: 2:00 P.M., September 21, 2021 11 GPC Bidders: 2:00 P.M., October 5, 2021 12 13 FROM: Continuum Architects + Planners, SC 14 751 North Jefferson St., Suite 200 15 Milwaukee, WI 53202 16 17 TO: Prospective Bidders 18 19 This addendum forms a part of the Contract Documents and modifies the original Contract Documents dated 20 August 20, 2021 as noted below. Acknowledge receipt of this Addendum by inserting the number and issue date 21 of this addendum in the blank space provided on the Bid Form. Failure to do so may subject the Bidder to 22 disqualification. 23 24 This Addendum consists of four (4) pages and the attached documents: 25 26 Drawings: 27 A001 – GENERAL INFORMATION SHEET 28 A1.200 – BUILDING 1 – NEW WORK PLAN - BASEMENT LEVEL 29 A1.201 – BUILDING 1 – NEW WORK PLAN - LEVEL 01 30 A1.500 – BUILDING 1 – EXTERIOR ELEVATIONS, SECTIONS AND DETAILS 31 A1.700 – BUILDING 1 – INTERIOR ELEVATIONS 32 A1.800 – BUILDING 1 – DOOR/ROOM FINISH SCHEDULE 33 A2.201 – BUILDING 1 – NEW WORK PLAN – LEVEL 01 34 A2.202 – BUILDING 2 – NEW WORK PLAN – LEVEL 02 35 A2.301 – BUILDING 2 – RCP – LEVEL 01/02 36 A2.700 – BUILDING 2 – INTERIOR ELEVATION 37 A2.800 – BUILDING 2 – DOOR/ROOM FINISH SCHEDULE 38 A2.900 – BUILDING 2 – CLEAN ROOM REFERENCE DRAWINGS 39 A3.202 – BUILDING 3 – NEW WORK PLAN – LEVEL 02 40 A3.700 – BUILDING 3 – INTERIOR ELEVATIONS 41 A3.800 – BUILDING 3 – DOOR/ROOM FINISH SCHEDULE 42 S1.100 – STRUCTURAL NOTES 43 S1.200 – NEW FRAMING PLAN 44 M1.200 – BUILDING 1 – MECHANICAL PLAN - BASEMENT 45 M1.201 – BUILDING 1 – MECHANICAL PLAN – LEVEL 01 46 M2.202 – BUILDING 2 – MECHANICAL PLAN – LEVEL 02 47 M2.204 – BUILDING 2 – MECHANICAL PLAN - ROOF 48 M2.602 – BUILDING 2 – MECHANICAL DETAILS 49 E1.211 – BUILDING 2 – POWER PLAN – LEVEL 01 50 E1.221 – BUILDING 2 – TECHNOLOGY PLAN – LEVEL 01 51 E2.700 – BUILDING 2 – PANEL SCHEDULES 52 E602 – ELECTRICAL SCHEDULES 53 54 CHANGES TO BIDDING REQUIREMENTS: 55 56

1. GPC INVITATION TO BID, Page A-2. Line 31; 57 Add the following: 58


EPDM roof membrane (Specified membrane as described in the Section spec section 07 1 53 23). 2

3 2. MEP INVITATION TO BID, Page A-2. Line 44; 4

Add the following: 5 EPDM roof membrane (Specified membrane as described in the Section spec section 07 6

53 23). 7 8 CHANGES TO SPECIFICATIONS (DIVISIONS 2 THRU 33): 9 10

3. SECTION 03 30 00 – CAST-IN-PLACE CONCRETE. Page 03 30 00-07, line 48: 11 Replace with the following: 12 Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class 13 A. 14

15 4. SECTION 03 30 00 – CAST-IN-PLACE CONCRETE. Page 03 30 00-08, lines 16 & 17: 16

Replace with the following: 17 Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be applied in 18 thicknesses from 1/4 inch and that can be filled in over a scarified surface to match adjacent floor 19 elevations. Where patches are indicated on the architectural drawings, the area must be saw cut in a clean 20 rectangular pattern that extends a minimum of 1” beyond the patch area. The depth of the patch cut must 21 be a minimum of 1/2 inch deep with all loose material removed prior to setting new concrete patch. 22

23 5. SECTION 07 53 23 - ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING. Page 07 53 23-2; 24

Add the following to Line 15: 25 The existing roof membrane remains under manufacturer’s warranty. Any alterations to the roof, 26 including but not limited to curbs, penetrations, roof-mounted accessories, and 27 tie-ins to existing membrane must be performed by a licensed Firestone Licensed Applicator and 28 reported to Firestone. Additional information and reporting forms for roof alterations are available at 29 www.firestonebpco.com. 30 31

6. SECTION 07 53 23 - ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING. Page 07 53 23-9; 32 Delete: 33 Lines 10, 12, 13, 14, and 15. 34

35 7. SECTION 22 42 00 - COMMERCIAL PLUMBING FIXTURES. Page 22 42 00-04; 36

Replace Lines 12 through 25 with the following: 37 SH-1 – One-piece acrylic barrier free molded shower unit with dome ceiling, non-slip floor finish, grab 38 bars, fold-up seat and 2" drain. Set unit into floor construction to maintain ADA required ½” threshold. 39 Pressure balanced shower valve with ceramic valving, check stops, adjustable temperature limit stop and 40 volume control, Lever handle operated. With lever operated diverter valve, stationary shower head and 41 hand-held adjustable head with 44" slide bar, 72" hose, in-line vacuum breaker and supply elbow. ADA 42 compliable. 43 Fixture: Kohler Freewill K-12100/12101. 44 Drain: Kohler K-9132 2" drain with strainer. 45 Valve: Speakman SM-1427-SCS. 46 Shower Head: Speakman S-2270-AF. (2.2 gpm @ 80 psi) 47 Shower Arm: Speakman S-2500. 48 Diverter: Speakman S-1182. 49 Hand Held Head: Speakman VS-100-AF/VS-124/VS117. 50 Supply Ell: Speakman VS-115. 51 Hose: Speakman VS-142. 52 53

8. SECTION 23 33 00 – Air Duct Accessories. Page 23 33 00-05, line 24; 54 Add: 55 For Building 3, Louver L-5 refer to Architectural Section 07 42 16. 56


1 CHANGES TO DRAWINGS: 2 3

9. Sheet A001 – GENERAL INFORMATION SHEET 4 a. Add general deck heights of existing buildings for reference. 5

6 10. Sheet A1.200 – BUILDING 1 – NEW WORK PLAN – BASEMENT LEVEL 7

a. Modified New Work Plan Key Note A3. 8 9

11. Sheet A1.201 – BUILDING 1 – NEW WORK PLAN – LEVEL 01 10 a. Add existing exposed ceiling height. GC to field verify all existing dimensions. 11 b. Modified New Work Plan Key Note A3. 12

13 12. Sheet A1.500 – BUILDING 1 – EXTERIOR ELEVATIONS, SECTIONS & DETAILS 14

a. Modified note on patching of existing exterior façade condition. 15 16

13. Sheet A1.700 – BUILDING 1 – INTERIOR ELEVATIONS & DETAILS 17 a. Add clarification on detail 8 for finish requirements for door infill. 18

19 14. Sheet A1.800 – BUILDING 1 – DOOR/ROOM FINISH SCHEDULE 20

a. Add door head and jamb reference to Door Schedule. 21 22

15. Sheet A2.201 – BUILDING 2 – NEW WORK PLAN – LEVEL 01 23 a. Remove FS-1 and GB-4 tag from enlarged bathroom plan. See adjusted plumbing specification 24

for product data. 25 26

16. Sheet A2.202 – BUILDING 2 – NEW WORK PLAN – LEVEL 02 27 a. Adjusted wall type, height, and fire rating for around new mechanical shaft. 28

29 17. Sheet A2.301 – BUILDING 2 – RCP – LEVEL 01/02 30

a. Add existing exposed ceiling height. GC to field verify all existing dimensions. 31 32

18. Sheet A2.700 – BUILDING 2 – INTERIOR ELEVATIONS 33 a. Adjusted wall height of mechanical enclosure. 34

35 19. Sheet A2.800 – BUILDING 2 – DOOR/ROOM FINISH SCHEDULE 36

a. Add clarification to door 138C.1 in Door Schedule. 37 b. Add door head and jamb reference to Door Schedule. 38

39 20. Sheet A2.900 – BUILDING 2 – CLEAN ROOM REFERENCE DRAWINGS 40

a. Add clarification to existing clean room location. 41 42

21. Sheet A3.202 – BUILDING 3 – NEW WORK PLAN – LEVEL 02 43 a. Add wall type tags to bathroom partitions 44 b. Add toilet partition tag and elevations 45

46 22. Sheet A3.700 – BUILDING 3 – INTERIOR ELEVATIONS 47

a. Add Woman’s and Men’s Restroom toilet partition elevations 48 49

23. Sheet A3.800 – BUILDING 3 – DOOR/ROOM FINISH SCHEDULE 50 a. Add room names to Door Schedule. 51 b. Add door head and jamb reference to Door Schedule. 52

53 24. S1.100 – STRUCTURAL NOTES 54

a. Modified typical interior column footing details. 55 56

25. S1.200 – NEW FRAMING PLAN 57 a. Modified note on removal of existing slab and installation of new column foundation. 58


1 26. M1.200 – BUILDING 1 – MECHANICAL PLAN – BASEMENT 2

a. Relocated new pipes from Level 01 to east side of column as shown. 3 4

27. M1.201 – BUILDING 1 – MECHANICAL PLAN – LEVEL 01 5 a. Relocated new pipes down to basement to east side of column as shown. 6

7 28. M2.202 - BUILDING 2 – MECHANICAL PLAN - LEVEL 02 8

a. Added the location of the smoke and motorized dampers to the plan view. 9 10

29. M2.204 - BUILDING 2 - MECHANICAL PLAN – ROOF 11 a. Revise location of MAU supply smoke damper. 12 b. Add exhaust air motorized damper. 13 c. Add Note 3 indicating exhaust air insulation. 14

15 30. M2.602 - BUILDING 2 – MECHANICAL DETAILS 16

a. Add exhaust air motorized damper 17 18

31. E1.211 - Building 2 – POWER PLAN – LEVEL 01 19 a. Revise location of smoke damper. 20 b. Add motorized damper connection. 21

22 32. E1.221 - Building 2 – TECHNOLOGY PLAN – LEVEL 01 23

a. Revise location of duct smoke detector. 24 25

33. E2.700 - BUILDING 2 – PANEL SCHEDULES 26 a. Revise panel schedule 1/NLA as shown. 27

28 34. E602 - ELECTRICAL SCHEDULES 29

a. Revise General equipment schedule as shown. 30 31

32 END OF ADDENDUM 33

34 Continuum Architects + Planners S.C. The Board of Regents of the 35 751 North Jefferson Ste. #200 University of Wisconsin on Behalf of 36 Milwaukee WI, 53202 The University of Wisconsin - Madison 37

C/O UWSA – Capital Planning and 38 Budget, 780 Regent Street, Suite 239 39 Madison, Wisconsin 53715 40

TO O

UTLE

T

WHE

N OP

ENED

T.O.

SEA

T

TO R

IM

(17'-19") AMBULATORYACCESSIBLE WATER CLOSET

STANDARDWATER CLOSET

ACCESSIBLE WHEELCHAIRWATER CLOSET

WATER CLOSET -SIDE ELEVATION

STANDARD URINAL

ADA URINAL

SANITARY NAPKIN

DISPOSAL

DIAPER CHANGING STATION

PAPER TOWEL DISPENSER /

WASTE RECEPTACLE

SANITARY NAPKIN

VENDOR

ELECTRIC HAND

DRYER

LAVATORY, SOAP DISPENSER, AND MIRROR

FIRE EXTINGUISHER

CABINET

STANDARDE.W.C.

ADAE.W.C.

ROOMSIGNAGE

FLUSH VALVE

GENERAL NOTES:

FLUSH VALVE

1. LIGHT SWITCHES, ELECTRICAL OUTLETS, AND OTHER ENVIRONMENTAL CONTROLS SHALL BE MOUNTED NO HIGHER THAN 4'-0" U.N.O. & NO LOWER THAN 1'-3" ABOVE FINISHED FLOOR. IF THE CONTROL IS MOUNTED ABOVE A COUNTER OR OTHER OBSTRUCTION, WHICH IS BETWEEN 20"-25" IN DEPTH, THEN THE MAXIMUM MOUNTING HEIGHT SHALL BE LOWERED TO 3'-8" AFF. LIGHT SWITCHES AND THERMOSTATS IN THE SAME LOCATION ARE TO ALIGN HORIZONTALLY. IF SWITCHES ARE UNABLE TO BE ALIGNED, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH WORK. SEE GENERAL ADA REACH RANGES DIAGRAM FOR MORE INFORMATION.

2. PROVIDE SOLID WOOD BLOCKING OR METAL STRAPPING IN WALLS FOR INSTALLATION OF ACCESSORIES.

3. NOT ALL ACCESSORIES SHOWN ON THIS DRAWING ARE PROVIDED IN THE PROJECT.

PAPER TOWEL

DISPENSER

SOURCE: ANSI A117.1 - 2003

SIM. AT TP-1

ROBE HOOKS

4' - 0

" T.O

. HOO

K1'

- 0"

10" 10"

F.O. CONC. COLUMN

SPOU

T HE

IGHT

3' - 4

"

SPOU

T HE

IGHT

3' - 0

" MAX

MAXI

MUM

4' - 0

"

MINI

MUM

4' - 6

"

9"ROOM SIGN

LATCH SIDE OF DOOR

LEVE

R

3' - 4

" TO

TOW

EL S

LOT

3' - 4

" TO

BOTT

OM

3' - 4

" TOOP

ENIN

G1'

- 7" T

O

COIN

SLO

T

3' - 4

" TO

TABL

E TO

P

2' - 1

0" T

O

40" M

AX.

TO R

IM O

F SI

NK

2' - 1

0" M

AX.

4"

2' - 6

" MIN

.3' - 8

"

MAX.

1' - 5

"

3' - 0"

2' - 0

"

1' - 0

"3'

- 6" P

ARTI

TION

MIN.

1' - 3

" 33" T

O 36

"

39" T

O 41

"18

" MIN

.

39" TO 41"

12" MAX. 42" MIN.

9" MAX.7" MIN.

1 1/2"

MIN

.

33" T

O 36

"

16" TO 18"

3' - 0" 6"

19" M

AX.

17" M

IN.

1' - 0

"4'

- 10"

PAR

TITI

ON

1' - 6"

T.O.

BOW

L

1' - 3

"

SNV-1

SND-1

HD-1

PTD-2

PTD-1DCS-1

TPD-1

GB-3

GB-1

GB-2

MR-1

UG-1UG-1

SOLID SURFACECOUNTER WITH INTEGRAL BOWL

DRAWING SYMBOLS KEY

EXTERIOR ELEVATION REFERENCEREFER TO SHEET NUMBER INDICATED INSIDE OF SYMBOL

INTERIOR ELEVATION REFERENCEREFER TO SHEET NUMBER INDICATED INSIDE OF SYMBOL

DETAIL REFERENCEREFER TO SHEET NUMBER INDICATED IN BOTTOM OF SYMBOL

SECTION REFERENCEREFER TO SHEET NUMBER INDICATED IN BOTTOM OF SYMBOL

ROOM NAME/NUMBER REFERENCEREFER TO ROOM FINISH SCHEDULE

DOOR REFERENCEREFER TO DOOR SCHEDULE

ELEVATION REFERENCE

INTERIOR PARTITION TYPE REFERENCEREFER TO INTERIOR PARTITION TYPES

WINDOW TYPE REFERENCEREFER TO WINDOW TYPE ELEVATIONS

NEW WORK KEY NOTE REFERENCEREFER TO NEW WORK KEY NOTES

CEILING HEIGHT REFERENCE

COLUMN GRID REFERENCE

SPECIALTY EQUIPMENT TAG

REVISION REFERENCEREFER TO TITLE BLOCK

XX

DEMOLITION KEY NOTE REFERENCEREFER TO DEMOLITION KEY NOTES

XXX

XXXX' - XX"

X

XXX

XX

X

X

X

X

X

ROOM NAME2000

X

X

XXX

SIM

XXXX

SIM

EXTERIOR ELEVATION KEY NOTE REFERENCEREFER TO EXTERIOR ELEVATION KEY NOTES

X

AB AIR BARRIERACT ACOUSTICAL CEILING TILEADJ ADJACENTA.F.F. ABOVE FINISHED FLOORALUM ALUMINUMAP ACCESS PANELAWP ACOUSTICAL WALL PANEL

BL BORROWED LIGHTBLKG BLOCKINGBLKHD BULK HEADB.O. BOTTOM OFBRG BEARINGBRZ BRONZE

CH COAT HOOKCHKBD CHALKBOARDCJ CONTROL/CONSTRUCTION JOINTCL CENTER LINECLG CEILINGCLR CLEARANCE / CLEARCMU CONCRETE MASONRY UNITCONC CAST-IN-PLACE CONCRETECONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCRK CORKCS COPING SYSTEMCT CERAMIC TILECTB CERAMIC TILE BASECW CURTAIN WALL SYSTEM

DCS DIAPER CHANGING STATIONDIM DIMENSIONDL DEAD LOADDR DOORDS DOWN SPOUTDWG DRAWING

EIFS EXTERIOR INSULATION FINISH SYSTEMEL ELEVATIONELEC ELECTRICALELEV ELEVATOREQ EQUALEQUIP EQUIPMENTERF EPOXY RESINOUS FLOORINGESS EXTERIOR SOFFIT SYSTEMEST ESTIMATEEWS EXTERIOR WALL SYSTEMEXJ EXPANSION JOINTEXP EXPOSED CONSTRUCTIONEXTG EXISTING

FD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEP FINISHED END PANELFF FINISHED FLOORFL MAT FLOOR MAT AND FRAMEFLR FLOORFR FRAMEFRP FIBERGLASS REINFORCED POLYESTERFSTOP FIRESTOPPINGFTG FOOTINGFWS FOUNDATION WALL SYSTEM

GALV GALVANIZEDGB GRAB BARGFI GROUND FAULT INTERRUPTERGFRC GLASS FIBER REINFORCED CONCRETEGL GLASS, GLAZINGGMU GLASS MASONRY UNITG GROUTGROM GROMMETGT GLASS TILEGWB GYPSUM WALL BOARD

HB HOSE BIBBHD ELECTRIC HAND DRYERHM HOLLOW METAL DOORS AND FRAMESHP HIGH POINTHPC HIGH PERFORMANCE COATINGSHR HOUR

IAW INTERIOR ARCHITECTURAL WOODWORKINSUL INSULATIONIWP IMPACT WALL PROTECTION

JAN JANITORJNT JOINTJST JOIST

LF LINEAR FOOTLL LIVE LOADLMC LINEAR METAL CEILINGLP LOW POINTLVR LOUVERLWC LINEAR WOOD CEILING

MAS MASONRYMAT MATERIALMB MOISTURE BARRIERMECH MECHANICALMEP MECHANICAL / ELECTRICAL / PLUMBINGMET METALMIR MIRRORMKBD MARKER BOARDMO MASONRY OPENINGMP MANUFACTURED METAL PANELMPC METAL PAN CEILINGMR MOISTURE RESISTANTMTD MOUNTED

NTS NOT TO SCALE

OC ON CENTEROCD OVERHEAD COILING DOOR OCG OVERHEAD COILING GRILLE OFD OVERHEAD FABRIC DOOR OFCI OWNER FURNISHED CONTRACTOR INSTALLEDOFOI OWNER FURNISHED OWNER INSTALLED

PC PRECAST CONCRETEPLAM PLASTIC LAMINATEPPT PRESSURE TREATED WOODPREFIN PREFINISHEDPRT PARTITIONPS PROJECTION SCREENP+S CLOSET POLE AND SHELFPT PAINTPTD PAPER TOWEL DISPENSER

QT QUARRY TILEQTB QUARRY TILE BASE

R RISERRAD RADIUSRCP REFLECTED CEILING PLANRD ROOF DRAINREC RECESSEDRECD RECEIVEDREFER REFERENCEREQD REQUIREDRF RESILIENT FLOOR SYSTEMSRF-WB RESILIENT FLOOR WALL BASERO ROUGH OPENINGRS ROOF SYSTEMRVL REVEAL

SA SMOKE ALARMSC SEALED CONCRETESCD SUN CONTROL DEVICESCHED SCHEDULESD SOAP DISPENSERSF SUBFLOORSHTG SHEATHINGSIM SIMILARSND SANITARY NAPKIN DISPENSERSNV SANITARY NAPKIN VENDERSOD SECTIONAL OVERHEAD DOORSQ FT SQUARE FOOTSSF SOLID SURFACE FABRICATIONSSG STRUCTURAL SILICONE GLAZEDSST STAINLESS STEELST STONESTA STAINSTB STONE TILE BASESTC SOUND TRANSMISSION CLASSSTL STEELSTOR STORAGESUSP SUSPENDED

T TREADTB TOILET & BATH ACCESSORIESTER TERRAZZOT&G TONGUE & GROOVET.O. TOP OFTPD TOILET PAPER DISPENSERTR TOILET ROOMTWF THROUGH WALL FLASHINGTYP TYPICAL

UG UNDER LAVATORY GUARDUNO UNLESS NOTED OTHERWISE

VDS VISUAL DISPLAY SURFACESVEST VESTIBULEVNR VENEERVTR VENT THROUGH ROOF

WC WALL COVERINGWD WOODWDW WINDOWWL WIND LOADWDP WOOD PANELWP WATER PROOFINGWRC WASTE RECEPTACLEWT WINDOW TREATMENT

ABBREVIATION KEY:

X

X SHALL BE 17" TO 25"; Z SHALL BE > XWHEN X < 20" , THEN Y SHALL BE 48" MAXWHEN X IS 20" TO 25" , THEN Y SHALL BE 44" MAX

Y

4' - 0"

Z

SIDE VIEW

TOP VIEW

SIDE VIEW

TOP VIEWSIDE REACH LIMITS

MAXIMUM SIDE REACH OVER OBSTRUCTION

MAXIMUM FRONT REACH OVER OBSTRUCTIONFRONT APPROACH

PARALLEL APPROACH

4' - 0"

Z

X

2' - 6

" MIN

.

4' - 0

"

MIN.

1' - 3

"

4' - 0"

2' - 6

"

9" M

IN.

3' - 1

0" M

AX.

24" MAX.

4' - 0

"

1' - 3

"

MAX.

10" 2' - 6" 2' - 6" 2' - 0"

3' - 1

0"

2' - 1

0" (M

AX)

4' - 0"

SIDE VIEWTOE CLEARANCE

9"

6" MAX.

9" M

IN.

MIN.

11"

2' - 3

" MIN

.

MIN.

8"

SIDE VIEWKNEE CLEARANCE

SIDE REACH LIMITS

4' - 0"

4' - 8

"

4' - 0"

5' - 6

"

1' - 6"

PARALLEL APPROACH

FRONT APPROACH

PROVIDE CLEARANCES BASED ON APPROPRIATE APPROACH SHOWN ABOVE AT UNIT BATHROOMS KEYNOTED ON ENLARGED PLANS. SEE GENERAL MOUNTING HEIGHT FOR ADDITIONAL FIXTURE INFO.

WASHERDRYER

2' - 0" 2' - 0"

2' - 6

"

EQ EQ

SINK / VANITY

2' - 6

"

CLEARANCE AT FIXTURES

1' - 6"

FRONT APPROACH, PUSH SIDE

FRONT APPROACH, PUSH SIDE, CLOSER AND

LATCH PROVIDED

FRONT APPROACH, PULL SIDE

HINGE APPROACH, PUSH SIDE

HINGE APPROACH, PUSH SIDE, CLOSER AND LATCH PROVIDED

LATCH APPROACH, PUSH SIDE, CLOSER AND LATCH PROVIDED

LATCH APPROACH, PUSH SIDE

HINGE APPROACH, PULL SIDE

HINGE APPROACH, PULL SIDE

LATCH APPROACH, PULL SIDE, CLOSER AND LATCH PROVIDED

LATCH APPROACH, PULL SIDE

PROVIDE CLEARANCES BASED ON APPROPRIATE APPROACH SHOWN ABOVE AT:- COMMON SPACES ENTRANCE DOORS- IN UNIT BATHROOMS KEYNOTED ON ENLARGED PLANS

48" M

IN

42" M

IN

42" M

IN

48" M

IN

54" M

IN

48" M

IN

54" M

IN

60" M

IN

12" MIN12" MIN 24" MIN 24" MIN

18" MIN 36" MIN 42" MIN 24" MIN 24" MIN

22" MIN 22" MIN

48" M

IN

42" M

IN

60" M

IN

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:

751 N Jefferson St.Suite 200Milwaukee, WI 53202

414.220.9640T

BD

8/20/2021

A001

GENE

RAL I

NFOR

MATIO

N SH

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FP&M

PHY

SICA

L PLA

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N UW

-MAD

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DISO

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BUILD

ING

1: 45

N. C

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T. M

ADIS

ON, W

I 537

15BU

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30 E

CAM

PUS

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, MAD

ISON

, WI 5

3715

BUID

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3: 30

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ILLS

ST. M

ADIS

ON, W

I 537

15

0549-2117

Scale:

0' 1' 2' 3'6"

1/2" = 1'-0"1 MOUNTING HEIGHT STANDARDS - FOR REFERENCE ONLY

GENERAL INFORMATION NOTES TO CONTRACTOR1. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE INTENT OF THE PROJECT, BUT DO NOT NECESSARILY INDICATE

ALL MATERIALS OR METHODS OF CONSTRUCTION. ALL CONTRACTORS ARE RESPONSIBLE TO REVIEW THE DOCUMENTSTHOROUGHLY, AND FOR PROVIDING ALL MATERIALS AND MEANS OF CONSTRUCTION NECESSARY FOR THECOMPLETION OF THE WORK IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

2. ALL WORK OF ALL TRADES, SHALL BE COMPLETED IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES ANDORDINANCES.

3. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE OWNER, THE OWNER'S OTHER CONTRACTORS, ANDALL OTHERS AT THE SITE.

4. EACH CONTRACTOR IS TO OBTAIN AND PAY FOR PERMITS, LICENSES, FEES, ETC. AS REQUIRED FOR THE COMPLETIONOF THEIR PORTION OF WORK.

5. EACH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE TO SATISFY THEIR EXECUTION OFTHE WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING. NEITHER THEOWNER NOR THE ARCHITECT ASSUMES RESPONSIBILITY FOR CONDITIONS OR DIMENSIONS SHOWN AS EXISTING.

6. IF ANY CONTRACTOR OBSERVES THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE WITH APPLICABLELAWS, STATUTES, BUILDING CODES, OR ORDINANCES, THEY SHALL PROMPTLY NOTIFY THE ARCHITECT.

7. ALL HOLES FOR PLUMBING, ELECTRICAL, HVAC, FIRE PROTECTION CONDUIT, PIPING, OR DUCTWORK ARE TO BEREPAIRED BY THE ASSOCIATED TRADE.

8. ALL TRADES SHALL TAKE CARE TO MAKE HOLES ONLY AS LARGE AS NECESSARY. DO NOT PUNCH OR POUND HOLES INWALL, FLOOR, OR ROOF DECK.

9. ANY HOLES OR PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE APPROPRIATELY FIRE STOPPED,DAMPENED, OR SEALED AS REQUIRED BY CODE.

10. EACH CONTRACTOR SHALL INCLUDE THE NECESSARY DEMOLITION, REMOVAL, AND CUTTING/PATCHING OF ALLMATERIAL AS REQUIRED TO PERFORM THEIR WORK.

11. REMOVAL OF ALL KNOWN HAZARDOUS CONTAINING MATERIALS IS THE SOLE RESPONSIBILITY OF THE G.C. SEEABATEMENT PLANS. SHOULD ANY ADDITIONAL MATERIALS BE ENCOUNTERED DURING ANY OF THE CONSTRUCTIONPHASES CONTAINING, OR SUSPECTED TO BE HAZARDOUS: CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFYOWNER AND ARCHITECT.

12. DO NOT SCALE DRAWINGS.13. EACH CONTRACTOR SHALL PATCH, LEVEL, AND PREPARE ALL WALLS AND FLOORS AS SCHEDULED TO RECEIVE NEW

FINISHES.

Scale:

0' 1' 2' 3'6"

1/2" = 1'-0"3 ADA REACH RANGES - FOR REFERENCE ONLYScale:

0' 1.3' 2.7' 4'0.7'

3/8" = 1'-0"2 MANUVERING CLEARANCES

2 9/12/21 Addendum 22 9/12/21 Addendum 2

GENERAL DECK HEIGHTS OF EXISTING BUILDINGS, AT GRADE STARTS AT 100' (V.I.F. ALL EXISTING DIMENSIONS)

BUILDING 1:

ROOF - 120' - 0"LEVEL 2 - 111' - 10"LEVEL 1 - 100' - 0"BASEMENT - 89' - 0"

BUILDING 2:

ROOF - PITCH VARIES (TOP OF PITCH 143' - 0" DOWN TO 127' - 8")MEZZ - 127' - 8" LEVEL 2 - 114' - 2"LEVEL 1 - 100' - 0"

BUILDING 3:

ROOF - 150' - 0"LEVEL 4 - 136' - 0"LEVEL 3 - 122' - 0"LEVEL 2 - 111' - 0" LEVEL 1 - 100' - 0"

2

OS

OS

F

F

F

F F

ECEC

UP

UP

RE

F.

NEW WORK PLAN LEGEND

EXISTING GWB AND METAL STUD PARTITION, TO REMAIN

EXISTING MASONRY PARTITION, TO REMAIN

NEW STUD PARTITION, SEE PARTITION TYPES FOR DETAILS

NEW MASONRY PARTITION, SEE PARTITION TYPES FOR DETAILS

2A1.500

1 2 3 4 5 6 7

A

B

C

D

E

F

10' -

0"9'

- 6"

8' - 0

"11

' - 6"

10' -

3"

FIEL

D VE

RIFY

9' - 6

"

FIEL

D VE

RIFY

10' -

3"

A10

A10

5' - 0"

A11

OFFICE WORKROOM9

OFFICE9C

OFFICE15A

JNT.25

CLT23

OFFICE15

OFFICE17

CONF.19

OFFICE18

OFFICE12

RESTROOM6

RESTROOM2

VEST.B100J

MECH.27

MECH.31

CUSTODIALSERVICES LAUNDRY

35

UTIL.37

MAIL41

VEST.B100N

ELEV 1B100H

STAIR 2B100B

UTIL.4

CLT9A

CLT9B

MECH27A

CORRIDORB100K

STAIR 1B100A

35

OPEN OFFICEB100P

4' - 0"

4' - 0

"

A2

A12 A12 A12A12A12A12

A12A12A12A12A12A12

A12

A12

A12 A12 A12 A12 A12 A12

A12

A12

A12A12A12

A12A12A12A12

A13A13

A13A13A13

A13A13

A13A13 A13

A13

A13A13A13

A13

3' - 2

"

A12

1' - 3

1/2"

LOCATE THIS COLUMN LINE BYPLACING FACE OF COLUMN ADJACENT TO EXISTING WALL

A15

A15

A15 A15

A15 A15

A15

A15

SPRAY COLUMN AND BEAM WITH1-HR FIRE SPRAY APPLICATION

B100M

42B100K

4344

54 47

535557

B100Q

3658-14G 58-15G

58-14F 58-15F

58

58-14D 58-15D

B100L

A1.700

12

35.1

2A1.500

A3

A4

A4

A4

A4

1 2 3 4 5 6 7

A

B

C

D

E

F

A4

A4

A4

A4

A1

A1

A1

F3

F3

REFLECTED CEILING PLAN KEYNOT ALL SYMBOLS MAY BE USED.

AP

EXIT SIGN

SUPPLY MECH DIFFUSER SEE MECHANICAL DRAWINGS

MECH RETURN DIFFUSERSEE MECHANICAL DRAWINGS

MECH EXHAUST SEE MECHANICAL DRAWINGS

ACCESS PANEL

ROUND RECESSED DOWNLIGHT FIXTURESEE ELECTRICAL DRAWINGS

LINEAR PENDANT LIGHT SEE ELECTRICAL DRAWINGS

2X4 LIGHT FIXTURESEE ELECTRICAL DRAWINGS

GYPSUM WALL BOARD CEILINGSEE ROOM FINISH SCHEDULE AND SPECIFICATIONS FOR MORE INFORMATION

2X2 ACOUSTICAL CEILING TILESEE ROOM FINISH SCHEDULE AND SPECIFICATIONS FOR MORE INFORMATION

EXPOSED CEILINGSEE ROOM FINISH SCHEDULE

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A1.200

BUIL

DING

1 -N

EW W

ORK

PLAN

-BAS

EMEN

T LEV

EL

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

,MA

DISO

N, W

ISCO

NSIN

BUILD

ING

1: 45

N. C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

, MAD

ISON

, WI 5

3715

BUID

LING

3: 30

N M

ILLS

ST. M

ADIS

ON, W

I 537

15

0549-2117

Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 NEW WORK PLAN - BASEMENT LEVEL

SEE PROJECT DIVISION 1, GENERAL CONDITIONS, GENERAL INFORMATION ON SHEET A001 AND SELECTIVE DEMOLITION, CUTTING ANDPATCHING SPECIFICATIONS THAT ARE USED IN ASSOCIATION WITH THESE NOTES.SEE PROJECT DIVISION 1 SECTIONS FOR LEED V4.0 INTERIOR DESIGN AND CONSTRUCTION AND COMMISSIONING REQUIREMENTS.NEW WORK PLAN KEY NOTES APPLY TO ALL NEW WORK DRAWINGS AND MAY NOT BE USED ON EVERY SHEET.

NEW WORK PLAN KEY NOTES

A1 ALIGN WALL WITH FACE OF EXISTING WALL, COLUMN, OR WINDOW.A2 PATCH EXISTING CMU PARTITION WHERE ADJACENT PARTITION, DOOR, OR OTHER ITEM WAS REMOVED. COMPLETELY

REPLACE DAMAGED OR PARTIAL CMU UNITS WITH NEW FULL SIZE UNITS TO MATCH EXISTING PATTERN.A3 PATCH EXISTING FLOOR FLUSH TO MATCH EXISTING WHERE PARTITION WAS REMOVED. IN ADDITION. G.C. TO WALK

ENTIRE FLOOR AFTER DEMOLITION WITH OWNER AND ARCHITECT TO IDENTIFY ADDITIONAL AREAS WHERE FLOORNEEDS TO BE PATCHED. REFER TO SPECIFICATION SECTION 03 30 00 CAST-IN-PLACE CONCRETE FOR PATCHINGREQUIREMENTS. REFER ALSO TO UNIT PRICE REQUIREMENTS.

A4 CORNER GUARDS. SEE SPECIFICATIONSA5 ALL WALLS, COLUMNS, AND CEILINGS, MEP SYSTEMS, DUCTWORK, PIPING, CONDUITS, ETC. TO BE PAINTED PT-1

THROUGHOUT ENTIRE STORAGE AREA.A6 G.C. TO INSTALL SEALANT AT ALL FLOOR SAW CUT LINES AS REQUIRED FROM NEW STRUCTURAL FLOOR

REINFORCEMENT.A7 FLOOR TRANSITION STRIP CHANGE FROM CONCRETE TO CARPET TILE - SEE FINISH SCHEDULE.A9 ALL DRYWALL INTERSECTIONS AT CMU WALLS AND COLUMNS TO BE FINISHED WITH MUD ON J BEADA10 REINSTALL REMOVED CASEWORK. IF DAMAGED, G.C. TO REPLACE TO MATCH EXISTING.A11 FIRECAULK ALL PENTRATIONS THROUGHOUT ENTIRE ROOM 1-HR RATINGA12 PATCH CONCRETE FLOOR SLAB FLUSH TO MATCH EXISTING WHERE REMOVED FOR COLUMN FOOTING INSTALLATION..A13 PATCH EXISTING CMU PARTITION WHERE PORTION WAS REMOVED FOR INSTALL OF NEW COLUMNS AND BEAMS. PATCH

WITH FULL SIZE BLOCKS TO MATCH EXISTING PATTERN AND PAINT TO MATCH EXISTING.A14 REINSTALL PARKING CURB, PATCH EXISTING ASPHALT WHERE BOLLARD WAS REMOVED.A15 INSTALL COLUMN TIGHT TO WALLA16 NEW CARD READER ACCESS

GENERAL FLOOR PLAN NOTES1. THIS DRAWING IS FURTHER SUPPORTED BY INFORMATION CONTAINED IN THE SPECIFICATION MANUAL.2. THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AUDIO-VISUAL, AND SECURITY

DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO COORDINATE THE INFORMATION CONTAINED IN ALL THE DRAWINGS BEFORE THE INSTALLATION OF ALLWORK.

3. DO NOT SCALE DRAWINGS. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TOCOMMENCING CONSTRUCTION.

4. FLOOR ELEVATIONS ARE TO THE TOP OF THE SUB-FLOOR MATERIAL UNLESS OTHERWISE NOTED.5. CONTRACTORS SHALL JOINTLY PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACKING PLATES, WALL BLOCKING AND

SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, TOILET ACCESSORIES, PARTITIONS. MILLWORK,AND ALL WORK MOUNTED OR SUSPENDED BY ALL TRADES.

6 ALL NEW DOORS BEING INSTALLED MEASURE 4" ON HINGE SIDE FROM ADJACENT WALLS OR CASEWORK U.N.O.7 REFER TO PARTITION DETAILS FOR CONSTRUCTION REQUIREMENTS OF PARTITION TYPES. REFER ALSO TO PARTITION TYPE

SUBSCRIPT KEY FOR MODIFICATIONS TO BASIC PARTITION TYPE. IF NO PARTITIION TYPE TAG IS INDICATED ON THE PLANSFOR A SPECIFIC SECTION OF METAL STUD WALL, PROVIDE PARTITION TYPE 'A3 SUBSCRIPT -,A'. IF NO PARTITION TYPE TAGIS INDICATED ON THE PLANS FOR A SPECIFIC SECTION OF MASONRY WALL, PROVIDE PARTITION TYPE 'M8'. NOTE: SOMEPARTITION TYPES MAY NOT BE USED IN THIS PROJECT.

Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"2 NEW WORK RCP - BASEMENT LEVEL

GENERAL REFLECTED CEILING PLAN NOTES TO CONTRACTOR1. THIS PLAN SHALL BE USED TO ESTABLISH THE LOCATIONS OF THE MAJOR CEILING PENETRATIONS INCLUDING:

LIGHTING, HVAC, ACCESS PANEL, SPRINKLERS, SPEAKERS, ETC. SEE MEPFP DRAWINGS FOR MORE SPECIFICINFORMATION REGARDING EACH DISCIPLINE. IF CONFLICTS ARE DISCOVERED REGARDING LOCATION OF CEILINGPENETRATIONS, CONTACT ARCHITECT FOR FURTHER INFORMATION.

2. ALL DEVICES SHOWN IN CEILING TILE SHALL BE LOCATED IN THE CENTER OF THAT TILE UNLESS OTHERWISE NOTED.3. ALL DIMENSIONS TO CEILING FIXTURES ARE TO CENTER OF FIXTURE UNLESS NOTED OTHERWISE.

SEE PROJECT GENERAL CONDITIONS, GENERAL INFORMATION ON SHEET A001 AND SELECTIVE DEMOLITION, CUTTING AND PATCHINGSPECIFICATIONS THAT ARE USED IN ASSOCIATION WITH THESE NOTES.

REFLECTED CEILING PLAN KEY NOTES APPLY TO ALL NEW WORK DRAWINGS AND MAY NOT BE USED ON EVERY SHEET.

REFLECTED CEILING PLAN KEY NOTES

A1 PAINT ENTIRE EXPOSED STRUCTURE, MEP EQUIPMENT, CONDUITS, PIPING ETC, PT-1A2 EXPOSED EDGE OF ACT CEILING TO RECEIVE A 4" WHITE EDGE CAPA3 ENTIRE EXISTING PRECAST AND NEW BEAM TO RECEIVE 1-HR SPRAY FIRE PROTECTION. SEE SPEC. ALL PENETRATIONS

TO BE FIRECAULKED AND SEALED.A4 G.C. TO REINSTALL EXISTING GRID AND CEILING TILES THROUGHOUT. REPLACE ANY DAMAGED AS REQUIRED. ADJUST

ANY LIGHTS AND DIFFUSERS AS NECESSARY FOR THE NEW BEAM AND COLUMN LOCATIONS. SEE MEP DRAWINGS.

1 9-3-21 Addendum 12 9/12/21 Addendum 21 9-3-21 Addendum 12 9/12/21 Addendum 2

NOTE: ALL KEY NOTES LOCATED ON THE RCP ARE FROM THE RCP KEY NOTE SCHEDULEABOVE

NOTE: ALL KEY NOTES LOCATED ON THE NEW WORK PLAN ARE FROM THE NEW WORK PLANKEY NOTE SCHEDULE ABOVE

2

DN

UP

DN

UP

UP






MATERIALRECEIVING

141

ELEV 1100H

SERVICE VEHICLEMATERIAL LOADING

ZONE131

WORKSTATION ZONE151

CONF. RM.101

SERVICECOUNTER

ENTRY LOBBY100J

OPEN STOCK ZONE152

UNISEX122

UNISEX128

CAMPUS SERVICESSTORAGE ZONE

OFFICE125

101

125122

128

131.1 131.2

141.1

152

STORAGE SHELVES144

PICKING AREA148

141.2

A1.700

1

29' - 5"

A1.700

2

A2

A3

A5

A1.7004

3

A1.700 6

A1.700

5

M6

M6

18' -

0"

1 2 3 4 5 6 7

A

B

C

D

E

F

9' - 0"7' - 1 1/2" 9' - 0" 11' - 3" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"

LINE OF MEZZABOVE

A6

A6

A6

A6

NEW WALL

V.I.F PRIOR

9' - 0"

24' - 10"

V.I.F.

3' - 0 1/4"

NEW SEAL COAT ENTIRE PARKING ZONEAND NEW ASPHALT STRIPING

A7

V.I.F.

3' - 0

"

A1

A1

A1

A1

A1CORRIDOR100K

SERVICEENTRANCE

133

PALLET STORAGEZONE

137

WORK COUNTERZONE

145

EXISTING LOADINGDOCK

X141

PARKING ZONEX131

STAIR 3100C

STAIR 2100B

STAIR 1100A

A1.2013

A2

A2

A2

A2

A2A2A2A2

A2

A2

A2 A2 A2 A2 A2 A2 A2

A2A2A2A2A2A2

A2

A2

A2

A2 A2 A2

A2

A2

A2

A2

A3A3A3A3

A3A3

A3A3

A3A3 A3

A3

A3

A3

A3

A3 A3 A3A3

A3 A3

A3

A3

A3

A3A3

A3

A3

A3

A3

A3

A3

A3

A3

A3

A3

A3

A3

A4A4

A4

A4

A4A4

A4

A4

A4 A4

A4

A4A4

A4

A9

A9

A9

A9

A9

A9

1A1.500

1A1.500

Sim

A1.50012

A1.50012

Sim

M6-

A2

A3

2' - 0"

22' - 6"

A14 A14 A14 A14 A14 A14 A14

ALIGN DOOR OPENINGWITH EDGE OF EXISTING VENT STACK TO REMAIN.

A1.500

8

NEW 5/8" GWB OVER EXISTINGSTUD

A3-,A

A3-,A

A3-,A

A3-,A

A3-,A

INFILL TO MATCH EXISTINGADJACENT WALL

A1.700 8

A1.700 8

Sim

A16

A16

A16A16

A1.50012

Sim

A1.50012

Sim

A1.50012

Sim

?

131.3

100L 100M

100N

100P

A2

A1.2014

100J.1

151

?

?

ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1

ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1


ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1

ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1

ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1 ST-1


ST-1ST-1

ST-1ST-1

ST-1ST-1

ST-1ST-1

ST-1ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-1

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-2

ST-1ST-1 ST-1

ST-1

ST-1

ST-2

ST-2

ST-2

ST-2

4' - 0

"4'

- 0"

3' - 6

"4'

- 0"

4' - 3" 5' - 0"

4' - 0

"4'

- 0"

4' - 2"

F3-

1

B

E

SH-1

GB-3 GB-1

GB-2

CH-1CH-1

PTD-2

PTD-2

WR

WR

GB-2

GB-1

GB-2

GB-3 TPD-2

SH-1

9' - 5

"9'

- 5"

128

122

UNISEX128

UNISEX122

A3-,A

A3-,A

A3-,A

A6-,A F3F3

-,A

F3-,A

F3-,A

INFILL OPENINGTO MATCH EXISTINGADJACENT WALL. PATCH WALL TO MATCH EXISTINGCEMENTITIOUS PEBBLEFINISH.

TYP.

3' - 0

"

8' - 6"

1' - 3"

TPD-2

MR-1MR-1

2' - 0"

SS-1 COUNTER TOP

SS-1 COUNTER TOP

SND-1

SND-1

SD-1

SD-1

A1.700 13

A1.700 13

Sim

ACT-28' - 6"

ACT-28' - 6"

ACT-18' - 6"

ACT-18' - 6" ACT-1

8' - 6"

EXISTINGTO REMAIN

OPEN ABOVE TO MEZZANINE

A1

A2

1 2 3 4 5 6 7

A

B

C

D

E

F

EXISTING

1A1.500

INSTALL AT ORIGINAL CEILING HEIGHTV.I.F.

1A1.500

Sim

EXISTING EXPOSED CEILING HEIGHT9' - 4" V.I.F. 2


AP

EXIT SIGN




ACCESS PANEL







2A1.500

5A1.500

4A1.500

A1.700 9

A1.70010

A1.700

11

5' - 0"2' - 9"3' - 4"

A16

A1

7A1.700

Sim

2' - 1

"

2' - 4 1/4"

133.1

131.3

133.2

SERVICEENTRANCE

133

A16

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A1.201

BUIL

DING

1 -N

EW W

ORK

PLAN

-LEV

EL 01

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

,MA

DISO

N, W

ISCO

NSIN

BUILD

ING

1: 45

N. C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

, MAD

ISON

, WI 5

3715

BUID

LING

3: 30

N M

ILLS

ST. M

ADIS

ON, W

I 537

15

0549-2117



A1 ALIGN WALL WITH FACE OF EXISTING WALL, COLUMN, OR WINDOW.A2 PATCH EXISTING CMU PARTITION WHERE ADJACENT PARTITION, DOOR, OR OTHER ITEM WAS REMOVED. COMPLETELY

REPLACE DAMAGED OR PARTIAL CMU UNITS WITH NEW FULL SIZE UNITS TO MATCH EXISTING PATTERN.A3 PATCH EXISTING FLOOR FLUSH TO MATCH EXISTING WHERE PARTITION WAS REMOVED. IN ADDITION. G.C. TO WALK

ENTIRE FLOOR AFTER DEMOLITION WITH OWNER AND ARCHITECT TO IDENTIFY ADDITIONAL AREAS WHERE FLOORNEEDS TO BE PATCHED. REFER TO SPECIFICATION SECTION 03 30 00 CAST-IN-PLACE CONCRETE FOR PATCHINGREQUIREMENTS. REFER ALSO TO UNIT PRICE REQUIREMENTS.

A4 CORNER GUARDS. SEE SPECIFICATIONSA5 ALL WALLS, COLUMNS, AND CEILINGS, MEP SYSTEMS, DUCTWORK, PIPING, CONDUITS, ETC. TO BE PAINTED PT-1

THROUGHOUT ENTIRE STORAGE AREA.A6 G.C. TO INSTALL SEALANT AT ALL FLOOR SAW CUT LINES AS REQUIRED FROM NEW STRUCTURAL FLOOR

REINFORCEMENT.A7 FLOOR TRANSITION STRIP CHANGE FROM CONCRETE TO CARPET TILE - SEE FINISH SCHEDULE.A9 ALL DRYWALL INTERSECTIONS AT CMU WALLS AND COLUMNS TO BE FINISHED WITH MUD ON J BEADA10 REINSTALL REMOVED CASEWORK. IF DAMAGED, G.C. TO REPLACE TO MATCH EXISTING.A11 FIRECAULK ALL PENTRATIONS THROUGHOUT ENTIRE ROOM 1-HR RATINGA12 PATCH CONCRETE FLOOR SLAB FLUSH TO MATCH EXISTING WHERE REMOVED FOR COLUMN FOOTING INSTALLATION..A13 PATCH EXISTING CMU PARTITION WHERE PORTION WAS REMOVED FOR INSTALL OF NEW COLUMNS AND BEAMS. PATCH

WITH FULL SIZE BLOCKS TO MATCH EXISTING PATTERN AND PAINT TO MATCH EXISTING.A14 REINSTALL PARKING CURB, PATCH EXISTING ASPHALT WHERE BOLLARD WAS REMOVED.A15 INSTALL COLUMN TIGHT TO WALLA16 NEW CARD READER ACCESS








Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 NEW WORK PLAN - LEVEL 01.

Scale:

0' 1' 2' 3'6"

1/4" = 1'-0"3 ENLARGED BATHROOM PLAN

Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"2 REFLECTED CEILING PLAN - LEVEL 01







A1 PAINT ENTIRE EXPOSED STRUCTURE, MEP EQUIPMENT, CONDUITS, PIPING ETC, PT-1A2 EXPOSED EDGE OF ACT CEILING TO RECEIVE A 4" WHITE EDGE CAPA3 ENTIRE EXISTING PRECAST AND NEW BEAM TO RECEIVE 1-HR SPRAY FIRE PROTECTION. SEE SPEC. ALL PENETRATIONS

TO BE FIRECAULKED AND SEALED.A4 G.C. TO REINSTALL EXISTING GRID AND CEILING TILES THROUGHOUT. REPLACE ANY DAMAGED AS REQUIRED. ADJUST

ANY LIGHTS AND DIFFUSERS AS NECESSARY FOR THE NEW BEAM AND COLUMN LOCATIONS. SEE MEP DRAWINGS.


Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"4 ENLARGED SERVICE ENTRANCE PLAN

NOTE: ALL KEY NOTES LOCATED ON THE RCP ARE FROM THE RCP KEY NOTE SCHEDULEABOVE

NOTE: ALL KEY NOTES LOCATED ON THE NEW WORK PLAN ARE FROM THE NEW WORK PLANKEY NOTE SCHEDULE ABOVE

NOTE: ST-1 & ST-2 ARE C.F.C.I STORAGE SHELVES. SEE SPECIFICATIONS FOR DETAILS

2

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 10"

BASEMENT LEVELELEV: 89' - 0"

EXISTING ASPHALTPARKING LOT

BASEMENTINTERIOR

LEVEL 1 INTERIOR EXTERIOR

ROOF LEVELEXTERIOR

4' - 0

"

WIRE MESH PARTITION..SEE SPEC

8' - 5

1/4"

4' - 0"

8' - 0

"

EXISTING CMU WALL. PATCH REMAINING CMUWITH FULL SIZE BLOCKS TO MATCH EXISTINGPATTERN. G.C. SHALL PATCH EXISTING EXPOSED AGGREGATE CEMENTPLASTER TO MATCH EXISTING. SUBMIT SAMPLE TO ARCHITECTFOR APPROVAL OF CEMENT COLOR AND AGGREGATE4" CONCRETE SLAB

ON 1.5" FORM DECK

FIRE CAULK AROUNDALL EDGES

HOLLOW METAL DOOR AND FRAMEWITH CARD READER ACCESS

A1.5006

Sim

A1.5007

Sim

SHEET METALON THIS FACETO EXTEND PASTEXISTING PIPINGATTACH TO EXISTINGFLOOR FACE

L4x4x1/4" ANGLE ANCHOREDTO EXISTING WALL WITH5/8" TITEN ANCHOR AT 24"O.C.

8" CMU REINFORCES WITH #4AT 32" O.C.

BOND BEAM WITH(2)#4 CONT.

2" 2"

2

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 10"

INTERIOR

BASEMENT

CUT PATCH AND RETURN EXISTING WALL. ALL MASONRY WORK TO BE TOOTHED INTO EXISTING PATTERN WITH FULL SIZE BRICK OR BLOCK. PROVIDE NEW LINTEL AS REQUIRED BYSTRUCTURAL. G.C. SHALL PATCH EXISTING EXPOSED AGGREGATE CEMENTPLASTER TO MATCH EXISTING. SUBMIT SAMPLE TO ARCHITECTFOR APPROVAL OF CEMENT COLOR AND AGGREGATE

EXISTING EXTERIOR GRADE

A1.50011AIR CURTAIN ATTACHED

TO SIDES OF SECTIONALDOOR

A1.5009

10

A1.500 EXTERIOR

2

HIGH TRACK SIDE BEYOND MOUNT TO UNDERSIDE OFEXISTING STRUCTURE ASHIGH AS POSSIBLE.

GASKET SEAL

GROUT SOLID AND REINFORCE

NEW W8 LINTEL

3/8" THICK BENT STEEL PLATE WITH 3" LEG AT JAMB AND 12" LEG AT EXTERIOR WALL. ATTACH TO CONC. WITH 1/2" COUNTERSINK EXPANSION BOLTS AT 1'-0" O.C. PAINT PT-8

G.C. SHALL PATCH EXISTING EXPOSED AGGREGATE CEMENTPLASTER TO MATCH EXISTING. SUBMIT SAMPLE TO ARCHITECTFOR APPROVAL OF CEMENT COLOR AND AGGREGATE

TWO-PIECE STAINLESS STEEL THRU-WALL FLASHING WITHEND DAMS. SEAL AIR/WATER RESISTIVE BARRIER OVERFLASHING

CONTENTIOUS PEBBLE EDGETRIM TO MATCH EXISTING

EXISTING CMU, PATCH REMAINING CMUWITH FULL SIZE BLOCKS TO MATCH EXISTINGPATTERN.

12" CMU, PAINT PT-1

2

LEVEL 01ELEV: 100' - 0"

SECTIONAL DOOR

PATCH INTO EXISTINGFLOOR SLAB TO MATCH

3/8" THICK BENT STEEL PLATE WITH 3"LEG AT JAMB. PAINT PT-8

PATCH EXISTING CONCRETE WALLTO BE FLUSH WITH EXISTING FLOORLEVEL AND CONDITION. MATCH EXISTINGFINISH AND SEAL.

1' - 0

"3/8" THICK BENT STEEL PLATE WITH 12" LEGAT EXTERIOR WALL. ATTACH TO CONC. WITH 1/2" COUNTERSINK EXPANSION BOLTS AT 1'-0" O.C. SEAL BOLTS. PAINT PT-8


CAULK AND SEALANT AROUND ENTIREPERIMETER EDGE

2

3/8" THICK BENT STEEL PLATE WITH 3" LEG AT JAMB AND 12" LEG AT EXTERIORWALL. ATTACH TO CONC. WITH 1/2" COUNTERSINK EXPANSION BOLTS AT 1'-0" O.C. PAINT PT-8

CAULK AND SEALANT AROUND ENTIREPERIMETER EDGE

SECTIONAL OVERHEAD DOOR TRACK

SECTIONAL OVERHEAD DOOR

WEATHER STRIPPING BY DOOR MANUF.

STEEL BRACKET PLATE ABOVEEXTEND PLATE TO BE FLUSH WITH EXISTING EXTERIOR CEMENTITIOUS PEBBLE FINISH. PATCH FINISH INTO NEW PLATE

EXISTING CMU WALL. PATCH REMAINING CMUWITH FULL SIZE BLOCKS TO MATCH EXISTINGPATTERN. G.C. SHALL PATCH EXISTING EXPOSED AGGREGATE CEMENTPLASTER TO MATCH EXISTING. SUBMIT SAMPLE TO ARCHITECTFOR APPROVAL OF CEMENT COLOR AND AGGREGATE

2

13A1.500

6"4'

- 0"

1' - 0"

CONCRETE BASE ATEXTERIOR APPLICATIONS(REMOVE EXISTING ASPHALTAND SUB BASE AS REQ. TO INSTALL NEW BOLLARDPATCH ASPHALT TO MATCHEXISTING IN DAMAGEDAREAS ONCE BOLLARD ISCOMPLETELY INSTALLED.

PAINT PT-9

6" DIAL. STEEL POSTFILLED WITH CONCRETE

ROUND TOP

SLOPE TO DRAIN

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 10"

A1.5006

CUT PATCH AND RETURN EXISTING WALL. ALL MASONRY WORK TO BE TOOTHED INTO EXISTING PATTERN WITH FULL SIZE BRICK OR BLOCK. PROVIDE NEW LINTEL AS REQUIRED BY STRUCTURAL.G.C. SHALL PATCH EXISTING EXPOSED AGGREGATE CEMENTPLASTER TO MATCH EXISTING. SUBMIT SAMPLE TO ARCHITECTFOR APPROVAL OF CEMENT COLOR AND AGGREGATE

4A1.500

A1.5007

2

LEVEL 01ELEV: 100' - 0"

BACKER ROD AND SEALANTWHERE EXISTING FLOOR MEETSNEW EXISTING WALL OPENING.

EXISTING WALL BEYOND

DOOR AND FRAME

THRESHOLD IN BED OF SEALANT

PATCH EXISTING CONCRETE WALLTO BE FLUSH WITH EXISTING FLOORLEVEL AND CONDITION. MATCH EXISTINGFINISH AND SEAL.

4A1.500


PATCH INTO EXISTINGFLOOR SLAB TO MATCH

2

LEVEL 01ELEV: 100' - 0"

2A1.500

3

5A1.500

NOTE: THIS DOOR DOES NOT SERVE AS A MEANS OF EGRESSAND IS NOT REQUIRED TO BE.

V.I.F

.

2' - 0

"

NEW METAL GRATE STAIR. V.I.FCONDITIONS FOR EXTERIOR GRADEELEVATION AT THIS LOCATION COMPARED

TO EXISTING FIRST FLOOR HEIGHT.

GUAR

DRAI

L HEI

GHT

BOTH

SID

ES

3' - 6

"

MIN,

11 ".

MAX

7".

CARD READER

5' - 0"

DEPT

H4'

- 0" D

EPTH

(2) #4 CONT. T & B

8"

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 10"

1A1.500

10

A1.500G.C. SHALL PATCH, CUT AND RETURN EXISTING EXPOSED AGGREGATECEMENT PLASTER TO MATCH EXISTING.SUBMIT SAMPLE TO ARCHITECT FORAPPROVAL OF CEMENT COLOR ANDAGGREGATE

EXTERIOR GRADE LEVEL

1A1.500

Sim

10

A1.500

Sim

10

A1.500

Sim

10

A1.500

Sim

HIGH TRACK SECTIONALDOORS

GL-2 GL-2 GL-2 GL-2GL-2

GL-2 GL-2 GL-2

2

EXISTING CMU, PATCH REMAINING CMUWITH FULL SIZE BLOCKS TO MATCH EXISTINGPATTERN.

12" CMU, PAINT PT-1

GROUT SOLID AND REINFORCE

NEW W8 LINTEL4"


CONTENTIOUS PEBBLE EDGETRIM TO MATCH EXISTING

TWO-PIECE STAINLESS STEEL THRU-WALL FLASHING WITHEND DAMS. SEAL AIR/WATER RESISTIVE BARRIER OVERFLASHING

3/8" THICK BENCH STEEL PLATEWITH 3" LEG AT JAMB. PAINT PT-8

BACKER ROD AND SEALANTBOTH SIDES

2

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

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INU

UM

AR

CH

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CT

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PL

AN

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S.C

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CONSULTANTS:


414.220.9640T

BD

8/20/2021

A1.500

BUIL

DING

1 -E

XTER

IOR

ELEV

ATIO

NS, S

ECTI

ONS

AND

DETA

ILS

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

,MA

DISO

N, W

ISCO

NSIN

BUILD

ING

1: 45

N. C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

, MAD

ISON

, WI 5

3715

BUID

LING

3: 30

N M

ILLS

ST. M

ADIS

ON, W

I 537

15

0549-2117

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"2 LAUNDRY ROOM DROP SECTION

Scale:

0' 4' 8' 12'2'

1/4" = 1'-0"1 EXTERIOR SECTIONAL DOOR SECTION DETAIL

Scale:

0' 4" 8" 1'2"

1 1/2" = 1'-0"11HEAD DETAIL AT SECTIONAL DOOR

Scale:

0' 4" 8" 1'2"

1 1/2" = 1'-0"9 BASE DETAIL AT SECTIONAL DOOR

Scale:

0' 4' 8' 12'2'

1 1/2" = 1'-0"10JAMB DETAIL AT SECTIONAL DOOR

Scale:

0' 4" 8" 1'2"

1 1/2" = 1'-0"12TYP. EXTERIOR BOLLARD DETAIL

Scale:

0' 8" 1'-4" 2'-8"4"

3/4" = 1'-0"13 BOLLARD SECTION DETAILScale:

0' 2' 4' 6'1'

1/4" = 1'-0"5 EXTERIOR SECTION AT MAN DOOR

Scale:

0' 2' 4' 6'1'

1 1/2" = 1'-0"6 SILL DETAIL AT EXTERIOR DOOR

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"4 ACCESS DOOR STAIR SECTION


Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"8 SECTIONAL DOOR ELEVATION

Scale:

0' 4" 8" 1'2"

1 1/2" = 1'-0"7 HEAD DETAIL AT MAN DOOR

DETAIL 3 NOT USED

LEVEL 01ELEV: 100' - 0"

2' - 1

0"

PLAM-1 4' - 8

"

7' - 6

"

PAINT PT-4

OPEN BEYOND

7A1.700

LEVEL 01ELEV: 100' - 0"

2' - 1

0"

PAINT PT-4

PLAM -1 COUNTER

OPEN BEYOND7

A1.7004' - 8

"

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

EQ EQ3/4"

LEVEL 01ELEV: 100' - 0"

4' - 0" 4' - 0" 3' - 0" 3' - 8"2" 2" 2" 2" 2"

V.I.F.

4' - 0"

WIRE MESH PARTITION

8' - 5

1/4"

8' - 0

"

HINGED EGRESS DOOR

11' - 8"

7

PROVIDE LOCK BOX AND STRIKE BOX

PROVIDE SOLID PANEL

LEVEL 01ELEV: 100' - 0"

8' - 0

"

8' - 5

1/4"

4' - 0"2" 2" 4' - 0" 2"2"2" 8' - 0" 2" 3' - 2"

SLIDING ACCESS DOORWIRE MESH PARTITION

BF

PROVIDE LOCK BOX ANDSTRIKE BOX

PROVIDE SOLID PANEL

LEVEL 01ELEV: 100' - 0"

TYP.

4' - 0"2" 2"

8' - 0

"

8' - 5

1/4"

WIRE MESH PARTITION

2

LEVEL 01ELEV: 100' - 0"

6' - 6 5/8"

32' - 6"

WIRE MESH PARTITION

V.I.F. 3' - 0"2" 2"2" 4' - 0" 2" 4' - 0" 2" 4' - 0" 2" 4' - 0" 2" 4' - 0" 2" 4' - 0" 2" 4' - 0" 2" 3' - 0" 2"

HINGED EGRESS DOOR

A BD E

PROVIDE LOCK BOXAND STRIKE BOX

PROVIDE SOLID PANEL

LEVEL 01ELEV: 100' - 0"2' - 0"

4"

2' - 1

0"1 1

/2"

3/4" THICK PLYWOOD WITHPLAM-1 FINISH

VB-1

SEE ELEVATION FOR COUNTER TYPE

VB-1

1"

2' - 8"

FLOOR MOUNTED BASE CABINET(1) ADJ. SHELF

LEVEL 01ELEV: 100' - 0"

A D

PATCH EXISTING CMU PARTITION WHEREDOOR WAS REMOVED. COMPLETELY REPLACEDAMAGED OR PARTIAL CMU'S WITH NEW FULLSIZE UNITES TO MATCH EXISTING PATTERN.PAINT ENTIRE WALL PT-1

2

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 10"

8' - 5

1/4"

8' - 0

"

HINGED EGRESS DOOR

EXISTING STRUCTURE ABOVE

8" CMU WALLPAINT PT-1

5' - 7"

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

SEE SECTION

WIRE MESH PARTITION

PROVIDE LOCK BOXAND STRIKE BOX

PROVIDE SOLID PANEL

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 10"

SIDE OF WIRE MESHPARTITION

2' - 1

0"

4' - 0" 4' - 0"

EQ EQ

VB-1

PLAM-1 COUNTER

7A1.700

Sim

FINISH MATERIAL ONALL SIDE

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 10"

WIRE MESH PARTITION

EXISTING STRUCTURE ABOVE

10' - 6"

2"4' - 0"2"4' - 0"2"1' - 10"2"

8' - 5

1/4"

8' - 0

"

BASEMENT LEVELELEV: 89' - 0"

4' - 0"

8' - 5

1/4"

7' - 0

"1'

- 0"

WIRE MESH PARTITION

EXISTING WALL

HINGED ACCESS DOOR

LEVEL 01ELEV: 100' - 0"

MR-1

3' - 6

"

2' - 0"

34" M

AX

40" M

AX

SUSPENDED CEILING

CT-1 TYPICAL PATTERN ON ALL BATHROOM WALLS

CT-2 WALL BASE TILECUT TO 4". TYP. AROUNDENTIRE PERIMETER

3' - 0"INTEGRATED SINK WITHSOAP DISPENSER/FAUCET WITH ADA FRONT SLOPE

CENTER MIRROROVER SINK

TYP. STAINLESS STEEL EDGE TRIM AROUND ENTIRE PERIMETER

PT-1

4' - 4

"

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A1.700

BUIL

DING

1 -IN

TERI

OR E

LEVA

TION

S &

DETA

ILS

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

,MA

DISO

N, W

ISCO

NSIN

BUILD

ING

1: 45

N. C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

, MAD

ISON

, WI 5

3715

BUID

LING

3: 30

N M

ILLS

ST. M

ADIS

ON, W

I 537

15

0549-2117Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"1 SERVICE COUNTER NORTH ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"2 SERVICE COUNTER SOUTH ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"3 LOADING DOCK HINGED DOOR ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"4 LOADING DOCK SLIDING DOOR ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"5OPEN STOCK SOUTH FENCE ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"6OPEN STOCK EAST FENCE ELEVATION

Scale:

0' 8" 1'-4" 2'-8"4"

3/4" = 1'-0"7 SERVICE COUNTER SECTION


Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"8 BATHROOM DOOR INFILL ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"9 SERVICE ENTRANCE HINGED DOOR ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"10SERVICE COUNTER ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"11SERVICE ENTRANCE WIRE MESH PARTITION

BASE CABINET. FINISH FACE

VB-1

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"12LINEN CAGE HINGED DOOR ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"13TYP. BATHROOM ELEVATION

SINGLE LEAF DOOR FLUSH

SINGLE LEAF DOOR FLUSH W/ FULL LITE

OVERHEAD COILING DOOROCDSINGLE LEAF DOOR FLUSH W/ NARROW LITE

NLFLF

HORIZONTAL COILING DOORHCD

SINGLE LEAF DOOR FLUSH W/ HALF LITE

HL

SEESCHED.

SEE

SCHE

D.

6"10

"

6" 6"

GLASS AS SCHEDULED

LOUVER AS SCHEDULED IN MECH. DRWGS.

6"

MAX.

3' - 7

"SEE

SCHE

D.

GLASS AS SCHEDULED

8"

8" 4"6" 6"

SEE

SCHE

D.

GLASS AS SCHEDULED

SEESCHED.

SEESCHED.


SOD

SEESCHED.

SEE

SCHE

D.

SEE

SCHE

D.

SEE SCHED. SEE SCHED.

SEE

SCHE

D.

PRE-HUNG WOOD DOORPH REDI-FRAME

WOOD DOORRF

SEE

SCHE

D.

SEESCHED.

SEESCHED.

SEE

SCHE

D.

MAX .

3' - 7

"

1

SEE

SCHE

D.2"

2"SEE

SCHED. 2" 2"SEE

SCHED. 2"

SEE

SCHE

D.4"

2

4"SE

E SC

HED.

A A

B

A A A A

B

7

J

3 4

2"SEE

SCHED. 2"

2"SE

E SC

HED.

SEE

SCHE

D.2"

2"SEE

SCHED. 2" 2"SEE

SCHED. 2"

HOLLOW METALDOOR FRAMEA

GWB PARTITION

MASONRY PARTITION MASONRY PARTITION

GWB PARTITION

B HOLLOW METALDOOR FRAME

2"2"

1/2"

TYPE

VARIESSEE PARTITION 1/2"

2" VARY 2" 2" VARY 2"

4"

1/2"

TYPE


2" VARY 2" 2" VARY 2"

3/8"

3/8"1/2"

TYPE


4"

1/2"

TYPE


HOLLOW METALCENTER MULLIONDOOR FRAME

F

1 1/2"

2" VARY 2"

MATCH FRAME DEPTH

JAMB ANCHOR (3) PER DOOR

H.M. DOOR FRAME(SEE DOOR SCHED.)

GWB PARTITION(SEE PLAN FOR PARTITION TYPE)

CMU PARTITION(SEE PLAN FOR PARTITION TYPE)

GWB PARTITIONS

H.M. DOOR FRAME, PACK W/ INSULATION(SEE DOOR SCHED.)

JAMB ANCHOR(3 PER DOOR)



GWB & LT. GA. FURRING (SEE PLAN FOR PARTITION TYPE)

CMU PARTITION (SEE PLAN FOR PARTITION TYPE)

SEALANT & BACKER ROD(BOTH SIDES)


CMU PARTITIONS GWB/CMU PARTITIONS

BULLNOSE TYP ALL EXPOSED OUTSIDE CORNERS

BULLNOSE TYP ALL EXPOSEDOUTSIDE CORNERS, BOTH SIDES.

EXCEPT WHERE CERAMIC TILE IS ON THE WALL NEXT TO THE DOOR JAMB. AT THOSE CONDITIONS DO NOT PROVIDE BULLNOSE BLOCK BUT RETURN TILE INTO OPENING TO DOOR FRAME.

LINTEL SCHEDULE FOR MASONRY DOOR ROUGH OPENINGS UP TO6'-4" (MAX.); 8" BOND BEAM W/ (2) #5's (MIN.) SEE STRUCTURAL. BOND BEAM IS 16"GREATER THAN SCHEDULED MASONRY R.O. (TYP.). GROUT EA. 8" JAMBCELL SOLID W/ (2) #5's AS REQ'D FOR LINTEL BEARING

6"

NOTE:DETAIL SIMILAR AT CONDITIONS WITH FURRING ON BOTH SIDES.

EQ 6" EQ

NOTE:AT 6" CMU OR SMALLER WALLS PROVIDE WRAP AROUND DOOR FRAMES, AND DO NOT PROVIDE BULLNOSE BLOCK CONDITIONS.

NOTE:PROVIDE WRAP AROUND FRAMES AT ALL GWB PARTITIONS

CERAMIC TILE SEE ROOM FINISH SCHEDULE FOR LOCATIONS.

PROVIDE METAL EDGE STRIP WHERE CERAMIC TILE ABUTS DOOR FRAMES, TYP.

PACK H.M. DOOR FRAME W/ BATT INSULATION TO MATCH PARTITION TYPE(SEE PLAN FOR PARTITION TYPE)

DOOR SCHEDULE ABBREVIATIONS

ALUM ALUMINUMGL GLASS

HG HARDWARE GROUPHM HOLLOW METAL

PREFIN PRE-FINISHEDPT PAINT

SST STAINLESS STEELST STAINWD WOOD DOOR

ROOM FINISH SCHEDULE ABBREVIATIONS

ACT ACOUSTICAL CEILING TILEAPC ARCHITECTURAL PRECAST CONCRETEAWP ACOUSTICAL WALL PANELCC COLUMN COVERCMU CONCRETE MASONRY UNITCONC CONCRETECPT CARPETCT CERAMIC TILECTB CERAMIC TILE BASE

IAW INTERIOR ARCHITECTURAL WOODWORKIWP IMPACT WALL PROTECTIONLMC LINEAR METAL CEILINGLWC LINEAR WOOD CEILINGMPC METAL PAN CEILINGPLAM PLASTIC LAMINATEPLAS PLASTERPT PAINTRT RUBBER FLOOR TILE

RV REVEALRVS RIGID VINYL SHEETSC SEALED CONCRETESDT STATIC DISSIPATIVE TILESTA STAINST STONE TILE FLOORINGSTB STONE TILE BASESV SHEET VINYLSVT SOLID VINYL FLOOR TILE

TER TERRAZZOTP TOILET PARTITIONVB VINYL BASEVCT VINYL COMPOSITION TILEVP VINYL PLANKWC WALL COVERINGWD WOOD WD FL WOOD FLOORINGWT WINDOW TREATMENTWD VNR WOOD VENEER

ERF EPOXY RESINOUS FLOORINGERF-CB EPOXY RESINOUS FLOORING -

INTEGRAL COVE BASEEXP EXPOSEDEXTG EXISTINGFAB FABRICFL MAT FLOOR MATG GROUTGROM GROMMETGWB GYPSUM WALL BOARD

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A1.800

BUIL

DING

1 -D

OOR/

ROOM

FIN

ISH

SCHE

DULE

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

,MA

DISO

N, W

ISCO

NSIN

BUILD

ING

1: 45

N. C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

, MAD

ISON

, WI 5

3715

BUID

LING

3: 30

N M

ILLS

ST. M

ADIS

ON, W

I 537

15

0549-2117

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"DOOR TYPES

DOOR AND FRAME SCHEDULE

DOOR

NO. ROOM NAME

DOORS FRAMES DETAILSFIRE

RATINGHARDWARE

GROUP NOTESLEAF

QUANTITY WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB35 CUSTODIAL SERVICES LAUNDRY (1) 4' - 0" 7' - 0" F WD ST-1 2 HM PT-3 1/A1.800 1/A1.800 3/4-HR HG 15

35.1 CUSTODIAL SERVICES LAUNDRY (1) 3' - 6" 7' - 0" F - - - - - - - -HG 20

BY WIRE MESH PARTITIONSUPPLIER

100J.1 CORRIDOR (1) 3' - 0" 7' - 0" HL WD ST-1 GL-1 2 HM PT-3 1/A1.800 1/A1.800 HG 07

101 CONF. RM. (1) 3' - 0" 7' - 0" HL WD ST-1 GL-1 2 HM PT-3 1/A1.800 1/A1.800 HG 19

122 UNISEX (1) 3' - 0" 7' - 0" F WD ST-1 1 HM PT-3 1/A1.800 1/A1.800 HG 16

125 OFFICE (1) 3' - 0" 7' - 0" HL WD ST-1 GL-1 1 HM PT-3 1/A1.800 1/A1.800 HG 12

128 UNISEX (1) 3' - 0" 7' - 0" F WD ST-1 1 HM PT-3 1/A1.800 1/A1.800 HG 16

131.1 SERVICE VEHICLE MATERIAL LOADINGZONE

--- 8' - 0" 8' - 0" SOD - - GL-2 - - - - - HG 20

131.2 SERVICE VEHICLE MATERIAL LOADINGZONE

--- 8' - 0" 8' - 0" SOD - - GL-2 - - - - - HG 20

131.3 LINEN DROP (1) 2' - 0" 2' - 0" F HM PT-2 2 HM PT-3 1/A1.800 1/A1.800 HG 01

133.1 SERVICE ENTRANCE (1) 3' - 0" 7' - 0" F - - - - - - - -HG 20


133.2 SERVICE ENTRANCE (1) 3' - 0" 7' - 0" HL HM PT-2 GL-2 2 HM PT-3 1/A1.800 1/A1.800 HG 02

141.1 MATERIAL RECEIVING (1) 3' - 0" 7' - 0" F - - - - - - - -HG 20


141.2 MATERIAL RECEIVING 5' - 0" 8' - 0" BD - - - - - - - -HG 20


151 ENTRY LOBBY (1) 2' - 6" 7' - 0" F WD ST-1 2 HM PT-3 1/A1.800 1/A1.800 HG 12

152 OPEN STOCK ZONE (1) 3' - 0" 7' - 0" HL WD ST-1 GL-1 1 HM PT-3 1/A1.800 1/A1.800 HG 05

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"FRAME TYPES

Scale:

0' 2" 4" 6"1"

3" = 1'-0"DOOR FRAME PROFILES

Scale:

0' 2" 4" 6"1"

3" = 1'-0"1 DOOR JAMB DETAILS

ROOM FINISH SCHEDULE

ROOM # ROOM NAME FLOOR BASEWALL

CEILING NOTESNORTH SOUTH WEST EASTBASEMENT LEVEL9 OFFICE WORKROOM CPT-1 VB-1 EXISTING EXISTING EXISTING EXISTING EXISTING9A CLT CPT-1 VB-1 EXISTING EXISTING EXISTING EXISTING EXISTING9B CLT EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING9C OFFICE CPT-1 VB-1 EXISTING EXISTING EXISTING EXISTING EXISTING12 OFFICE CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 REINSTALL EXISTING15 OFFICE CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 REINSTALL EXISTING15A OFFICE CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 REINSTALL EXISTING17 OFFICE CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 REINSTALL EXISTING18 OFFICE CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 REINSTALL EXISTING19 CONF. CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 REINSTALL EXISTING35 CUSTODIAL SERVICES LAUNDRY SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 1-HR FIRE PROOF SPRAY37 UTIL. EXISTING EXISTING PT-1 PT-1 PT-1 PT-1 EXISTING41 MAIL CPT-1 VB-1 - PT-1 PT-1 - EXP. PT-7B100J VEST. CPT-1 VB-1 EXISTING EXISTING EXISTING EXISTING EXISTINGB100K CORRIDOR CPT-1 VB-1 EXISTING EXISTING EXISTING EXISTING EXISTINGB100P OPEN OFFICE CPT-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7LEVEL 01100J ENTRY LOBBY EXISTING EXISTING EXISTING EXISTING EXISTING PATCH EXISTING EXISTING PATCH EXISTING FINISHES TO MATCH EXISTING100K CORRIDOR SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7101 CONF. RM. CPT-2 VB-1 PT-1 PT-4 PT-1 PT-1 ACT-1122 UNISEX CT-2 VB-1 PT-1 / CT-1 PT-1 / CT-1 PT-1 / CT-1 PT-1 / CT-1 ACT-2 1125 OFFICE CPT-2 VB-1 PT-1 PT-4 PT-1 PT-1 ACT-1128 UNISEX CT-2 CTB-1 PT-1 / CT-1 PT-1 / CT-1 PT-1 / CT-1 PT-1 / CT-1 ACT-2 1131 SERVICE VEHICLE MATERIAL

LOADING ZONESC-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7

133 SERVICE ENTRANCE SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7137 PALLET STORAGE ZONE SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7141 MATERIAL RECEIVING SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7144 STORAGE SHELVES SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7145 WORK COUNTER ZONE SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7148 PICKING AREA SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 EXP. PT-7151 WORKSTATION ZONE CPT-2 VB-1 PT-1 PT-4 PT-1 PT-1 ACT-1152 OPEN STOCK ZONE SC-1 VB-1 PT-4 PT-1 PT-1 PT-1 EXP. PT-7

ROOM FINISH SCHEDULE NOTES1. CT-1 TO GO UP 4'- 4" ON WALL. LAST TILE SHOULD BE FULL SIZE. FINISH WITH STAINLESS STEEL EDGE TRIM. PAINT REMAINDER OF WALL PT-12. -


2

UP

RE

F.R

EF

.

T

T

T

T

T

T

T

T

T

T

UP

UPUP

UP

UP





AREA NOT IS SCOPE OF WORK


1 2 3 4 5 6 7 8 9 10

D

E

F

E1

G

H

UNIFORMDROP / PICK-UP

OFFICE110B

BUILDING EXTENDS FURTHER WESTNO WORK THAT ZONE

BUILD

ING

EXTE

NDS

FURT

HER

NORT

HNO

WOR

K TH

AT Z

ONE

BREAK LINE

BREAK LINE

CIRCULATION100P

LOADING DOCK166

FREIGHTELEVATOR

100Z

CORRIDOR100L

CORRIDOR100K

LOBBY100J

MULTI -PURPOSE

110D

LOCKER RM110A

TRAINING ROOM110C

CLEANROOM150BA

OFFICE138D

PRINT / SIGNSHOP

138B

PAINT SHOP150

WOOD SHOP138

BREAK ROOM110

RECEIVING /STORAGE

138H

ADA UNISEX124B

UNISEX124A

NEW SINK

B2

A2.700

6

A2.7007

A2.7001

A2.700 2

A2.7003

A2.700

4

A2.700

5

A2.7009

A2.70010

110.2

124.1

124A.1124B.1

170.1

110B.1

110C.1

138.2

124.2

138.1150.1

150A.1

STAIR A

CORRIDOR124

ELEVATOR100H

JCSIGNAL RM

MENS

WOMENS

110B.2

A2.700

2 Sim

V.I.F

15' - 0"

A2.700 8

EQEQ 6' - 0"

5' - 7

"4'

- 1"

18' -

8"

ALIGN

M6

M6

9' - 7"

ALIGN

7' - 4

"

ALIGN WITHCOLUMN

10' - 6"

12' -

0"

10' - 6"12

' - 2 1

/2"

RESTRICTED AREA -NEED TO COORDINATEWITH EHS STAFF FOR REQUIRED ACCESS

21' - 1 1/4"

4"12

' - 4"

8' - 0

"

A2.2012

A2.71011

Sim

B1 B1

B1

B1

B1

B1

B1

B1

B2

B2

B2 B2

B2B2

B2

B2

B2

B2

B3

B3

B3

ALIGN

A3-

A3-

A3-,A

A3-,A

A3-,A

A3-,A

F1F1F1-

A3A3-,A

A3-,A

A3A3-,A

?

B4

A3A3-

B5

RECEIVING/STORAGE

150B

CORR.138A

100P.1PREFAB BOOTHREF. 1/A2.900

B6 B6

B6

B6B6

B3 B3

B3

B3

B3

B3B4

B4

B4

F1-

F1-

A2.71012

A2.71012

Sim

A2.71012

Sim

A2.71012

Sim

A2.71012

Sim

A2.71012

Sim

A2.71012

Sim

A2.71012

SimA2.710

12Sim

B3

B3

B3 B3

INFILL WITH CMUTO MATCH EXISTING

B3 B3

B3

B6

100A

100G

120

122122A

164

162

160

172

100M100N

167

100V

166A

132

130

170

110.1

B10 B10

138B.1

138B.2

138D.1

A2.71012

Sim

138C.1

PRINT138C

B4

DUST COLLECTOR

DC

LCK-

1

LCK-

1

A2.700

12

13

7' - 11 1/2" V.I.F.

4' - 0"

UNIT REQ.

SHOWER

UNIT REQ.

SHOWER

3' - 3

"

3' - 3

"

V.I.F.

9' - 7

"

A6-,A

F6-

F3

ADA UNISEX124B UNISEX

124ATPD-2

GB-3

GB-2

GB-1

124B.1 124A.1

TPD-1

RH-1 RH-1

DOOR INFILL TO MATCHEXISTING ADJACENT WALLPAINT TO MATCH

1' - 3

"

F3-,AF3F3F3F3F3

-,A

MR-1

MR-1

4"

A2.71011

WR-1 WR-1

CH-1 CH-1

PTD-2

PTD-2

SH-1

SD-1

SD-1

A2.700

12

13 2

2

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

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IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A2.201

BUIL

DING

2 -N

EW W

ORK

PLAN

-LEV

EL 01

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

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G 2:

30 E

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PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

ILLS

ST M

ADIS

ON, W

I 537

15

0549-2117



B1 PATCH EXISTING CMU PARTITION WHERE ADJACENT PARTITION, DOOR, OR OTHER ITEM WAS REMOVED. COMPLETELYREPLACE DAMAGED OR PARTIAL CMU UNITS WITH NEW FULL SIZE UNITS TO MATCH EXISTING PATTERN.

B2 PATCH EXISTING FLOOR TO MATCH EXISTING WHERE PATITION WAS REMOVEDB3 TYPICAL CORNER GUARDS. AT END WALLS, CORNER GUARD TO BE INSTALLED ON BOTH EDGE CORNERS. SEE

SPECIFICATIONSB4 ALL DRYWALL INTERSECTIONS AT CMU WALLS TO BE FINISHED WITH MUD ON J BEADB5 OCD-1 WITH CARD READER ACCESS ON LOADING DOCK SIDE AND MOTION SENSOR ACTIVATION ON ROOM 100P SIDE.B6 INSTALL NEW CARD READER INTEGRATED SYSTEM.B7 NOT USEDB8 RELOCATE EXISTING REMOVED AND SALVAGED WORK BENCH, WALL BRACKETS, ACCESSORIES AND CABINET FROM

BUILDING 3 - 30 N MILLS -LEVEL 1 REFRIGERATION ROOM.B9 COLD FORMED BRACE AT CORNERS. BRACE TO EXTEND OUT F' - 0" ON EITHER SIDE. TOP OF WALLS TO BE A

CONTINUOUS ELEMENT.B10 TOUCH UP PAINT WALLS WHERE DAMAGED BY REMOVAL AND REINSTALL OF NEW DOOR AND FRAME.








Scale:

0' 2" 4" 6"1"

1/8" = 1'-0"1 NEW WORK PLAN - LEVEL 01

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"2 NEW WORK PLAN - LEVEL 01 - Callout 1

B4

B4B4


DN

DN

T

DN

DNDN

DN

DN

UP







8 9 10 11 12 13

A

B

C

D

E

F

E1

G

H

OPEN TO BELOW

FREIGHT ELEVATOR200Z

REFRIGERATION290C

BUILD

ING

EXEN

DS F

URTH

ER S

OUTH

BREAK LINE

CNT STORAGE290

MECH. UTILITY290B

CNT STORAGE290A

STAIR D

24' -

11"

290A

ALIGN ALIGN

290C.1

NOW WORK THIS ZONE

A310'

A310'

A310'

O.F.C.I

NEW SINK

B4B4

RESTRICTED AREA -NEED TO COORDINATEWITH EHS STAFF FOR REQUIRED ACCESS

292

292A

200D

287

200D

B6

B6

B8

B9 B9

B9B9

1 2 3

D

E

F

E1

G

BREAK LINE

BUILD

ING

EXEN

DS F

URTH

ER N

ORTH

11A2.700

ALIGN WITHWALL BELOW

9' - 5

"

3' - 6"

CURRENT SPACE IS BEING REMODELED UNDER ANOTHERPROJECT. COORDINATE WITH PROJECT FOR INSTALL OFSHAFT WALLS.

A384"

A3

A384"

A384"

MATCH WALL HEIGHT TO ADJACENT WALLS

PROVIDE ACCESSPANELS TO DAMPERLOCATIONS

1 2 3 4

D

E

F

E1

G

H

11A2.700

BUILD

ING

EXTE

NDS

FURT

HER

NORT

H

UPPER ROOF EDGE

EQUIPMENT PLATFORM

5

A2.5006

A2.500

6

A2.500

Sim

6

A2.500

Sim

6

A2.500

Sim

6

A2.500

Sim

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A2.202

BUIL

DING

2 -N

EW W

ORK

PLAN

-LEV

EL 02

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

ILLS

ST M

ADIS

ON, W

I 537

15

0549-2117



B1 PATCH EXISTING CMU PARTITION WHERE ADJACENT PARTITION, DOOR, OR OTHER ITEM WAS REMOVED. COMPLETELYREPLACE DAMAGED OR PARTIAL CMU UNITS WITH NEW FULL SIZE UNITS TO MATCH EXISTING PATTERN.

B2 PATCH EXISTING FLOOR TO MATCH EXISTING WHERE PATITION WAS REMOVEDB3 TYPICAL CORNER GUARDS. AT END WALLS, CORNER GUARD TO BE INSTALLED ON BOTH EDGE CORNERS. SEE

SPECIFICATIONSB4 ALL DRYWALL INTERSECTIONS AT CMU WALLS TO BE FINISHED WITH MUD ON J BEADB5 OCD-1 WITH CARD READER ACCESS ON LOADING DOCK SIDE AND MOTION SENSOR ACTIVATION ON ROOM 100P SIDE.B6 INSTALL NEW CARD READER INTEGRATED SYSTEM.B7 NOT USEDB8 RELOCATE EXISTING REMOVED AND SALVAGED WORK BENCH, WALL BRACKETS, ACCESSORIES AND CABINET FROM

BUILDING 3 - 30 N MILLS -LEVEL 1 REFRIGERATION ROOM.B9 COLD FORMED BRACE AT CORNERS. BRACE TO EXTEND OUT F' - 0" ON EITHER SIDE. TOP OF WALLS TO BE A

CONTINUOUS ELEMENT.B10 TOUCH UP PAINT WALLS WHERE DAMAGED BY REMOVAL AND REINSTALL OF NEW DOOR AND FRAME.








Scale:

0' 2" 4" 6"1"



Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"2 NEW WORK PLAN - LEVEL 02 SOUTH FURRING WALL

Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"3 NEW WORK PLAN - ROOF LEVEL

P

OS

OS

S

S

OS

OS

OS

DL

OSOS

OS OS


AP

EXIT SIGN




ACCESS PANEL







1 2 3 4 5 6 7 8 9 10

D

E

F

E1

G

H

BUILDING EXTENDS FURTHER WESTNO WORK THAT ZONE

BUILD

ING

EXTE

NDS

FURT

HER

NORT

HNO

WOR

K TH

AT Z

ONE

BREAK LINE

BREAK LINE

ACT-110' - 0"

ACT-110' - 0"

ACT-110' - 0"

ACT-110' - 0"

ACT-18' - 6"

ACT-28' - 6"

ACT-28' - 6"

ACT-110' - 0"

1

2

BREAK ROOM

LOCKER RM

MULTI -PURPOSE

OFFICE

ADA UNISEX UNISEX

PRINT / SIGNSHOP

WOOD SHOP

OFFICE

CLEANROOM

PAINT SHOP

RECEIVING /STORAGE

LOBBY

ELEVATORELEVATOR MECH.

STAIR A

CORRIDOR

MENS

WOMENS

CORRIDOR

LOADING DOCK

FREIGHTELEVATOR

CIRCULATION

SOLVENTCOMMINGLING

ELEVATORMECH.

SPECIAL HANDLING

GENERALOPERATIONS

OFFICE

EXPOSED CEILING13' - 8" V.I.F.

EXPOSED CEILING13 ' - 8" V.I.F.



NO WORK THIS ZONE

PATCH EXISTING CEILING TOAND GRID TO MEET NEW WALL

ACT-110' - 0"

PAINT BOOTHSYSTEM

EXISTING CEILINGTO REMAIN

EXISTING CEILINGTO REMAIN

11A2.700

ACT-110' - 0"

1 2 3 4 5 6 7 8 9 10

D

E

F

E1

G

H

1 2 3 4 5 6 7 8 9 10

D

E

F

E1

G

H

1 2 3 4 5 6 7 8 9 10

D

E

F

E1

G

H

14

3

2

2

2

2

8 9 10 11

D

ECNT STORAGE

REFRIGERATION

FREIGHT ELEVATOR

EXPOSED ABOVE

8 9 10 11

D

E

8 9 10 11

D

E

8 9 10 11

D

E

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A2.301

BUIL

DING

2 -R

CP -L

EVEL

01/02

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

ILLS

ST M

ADIS

ON, W

I 537

15

0549-2117




1 CUT PATCH AND RETURN FLOOR ABOVE TO MATCH EXISTING WHERE DUMBWAITER SHAFT WAS DEMOLOLISHED.2 CUT PATCH AND RETURN EXISTING CMU WALL/CHASE FOLLOWING NEW HVAC SCOPE OF WORK. COORDINATE WITH

DIVISION 23 ACCORDINGLY.3 CUT PATCH AND RETURN EXISTING FLOOR ABOVE TO MATCH EXISTING WHERE OPENINGS FOR MECHANICAL SHAFTS

WHERE CREATED. FIRE CAULK AND SEAL AROUND NEW MECHANICAL SHAFTS.




Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 REFLECTED CEILING PLAN - LEVEL 01

Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"2 REFLECTED CEILING PLAN - LEVEL 02 REFRIGERATION


LEVEL 01ELEV: 100' - 0"

H

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

2A2.710

2' - 1

0"

MIC-1PLAM-1COUNTER

PLAM-2 CASEWORK

REF-1 REF-1

8A2.710

9A2.710

8A2.710

Sim

2' - 0

"3'

- 0"

COF-1

H

LEVEL 01ELEV: 100' - 0"

3' - 6

"

1A2.710

PAINT PT-1

GROMITS EVERY36" O.C.

1" FIXED WORK SURFACESTAINLESS STEEL

LEVEL 01ELEV: 100' - 0"

TYP. ELEVATION OF BOTH SIDES OF LOCKER SPACE

LCK-1

COORD. W/ LOCKER REQUIREMENTS

FIELD VERIFY

PAINT PT-1 SLOPED TOP

VB-2

CORNER GUARD (CG) CORNER GUARD (CG)

G

LEVEL 01ELEV: 100' - 0"

6

CH-1 ON BRACKETS AT36" O.C.

LAUNDRYCABINETO.F.O.I.

3' - 0

"3'

- 0"

12' - 0"

6

LEVEL 01ELEV: 100' - 0"

PS-15 PS-16

3' - 0

"1'

- 6"

2' - 6

"

7' - 0

"

3/4" FULL HEIGHT WOOD VENEEREDBACKSPLASH

2 LAYER VENEERED PLYWOOD COUNTERTOP

10A2.710

3' - 4" 3' - 4" 3' - 4" 3' - 4"

WOOD VENEERED CASEWORK

LEVEL 01ELEV: 100' - 0"

4

3' - 0

"

3A2.710

Sim4

A2.7105

A2.710

2' - 0" 2' - 0" 2' - 6" 2' - 6" 2' - 6"

2 LAYER VENEEREDPLYWOOD COUNTERTOP

CS-10CS-9

5' - 0" 2' - 6" 2' - 6" 2' - 0" 2' - 0" 6' - 0" 2' - 0" 2' - 0" 3' - 0" 3' - 0"

ALIGN WITH EDGE OF WINDOW

7' - 0

"

6A2.710

ALL WINDOWS ARE EXISTING

LEVEL 01ELEV: 100' - 0"

G

CM-11CM-1

3A2.710

Sim5

A2.710

Sim

2' - 0" 5' - 0" 1' - 3" 1' - 3" 5' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 4' - 0" 2' - 0"

3' - 0

"

PAINT PT-1

CM-1 SIDE RAILS


COUNTERTOPBRACKET MOUNTEDAT CENTER POINT

G

LEVEL 01ELEV: 100' - 0"

G

3A2.710

Sim5

A2.710

Sim

CS-18

2' - 0" 5' - 0" 1' - 3" 1' - 3" 5' - 0" 2' - 0" 1' - 4"

3' - 0

"

PAINT PT-1


G

LEVEL 01ELEV: 100' - 0"

EE1

CS-14CS-15

CS-13 CM-8

6A2.710

Sim 6A2.710

Sim

CM-19

PAINT PT-1

6 7/8" 3' - 0" 7' - 0" 8' - 0" 3' - 0" 5' - 7" 5' - 6"

8' - 0

"

7' - 0

"

7' - 0

" OPEN BEYOND

7A2.710

3 1/4" 8" 4"

4' - 8

"1'

- 0"

1' - 0

"

11 1/

4"

EE1

LEVEL 01ELEV: 100' - 0"

3' - 0

"

5' - 0"

2 LAYER VENEERED PLYWOOD COUNTERTOPPS-3

3' - 0"

5A2.710

Sim 4A2.710

Sim

LEVEL 02ELEV: 114' - 2"

ROOF LEVELELEV: 142' - 8"

INSULATED DUCT PENETRATION ROOF CURB ASSEMBLY.

SAWCUT SQUARE OPENING FOR NEW PAINTBOOTH MECHANICAL SHAFTS. VERIFY EXACTSIZE REQUIRED WITH EQUIPMENT SPECIFICATIONSAND MECHANICAL DRAWINGS.

PATCH FLOOR SLABTO MATCH EXISTING. FIRE CAULK AROUNDENTIRE DUCT SHAFTPENETRATION

PATCH ROOF/CEILINGTO MATCH EXISTING.FIRE CAULK AROUNDENTIRE DUCT SHAFTPENETRATION

2

MECHANICALROOF STRUCTURE

INTERIOR

EXTERIOR

7' - 0

"

LEVEL 01ELEV: 100' - 0"

CT-2 WALL BASE TILECUT TO 4". TYP. AROUNDENTIRE PERIMETER

INTEGRATED SINK WITHSOAP DISPENSER/FAUCETWITH ADA FRONT SLOPE

CT-1

TYP. STAINLESS STEELEDGE TRIM AROUND ENTIRE PERIMETER

MR-1

PAINT PT-1

SUSPENDED CEILING

34" M

AX

40" M

AX

3' - 0"

4' - 0

"

PAINT PT-1

7' - 6

"

SEE

RCP

3' - 0

"

FS-1

LEVEL 01ELEV: 100' - 0"

PT-1

4' - 4

"

CT-1 TYP. PATTERNON ALL BATHROOM WALLS

TYP. STAINLESS STEELEDGE TRIM AROUNDENTIRE PERIMETER

CT-2 WALL BASE TILECUT TO 4" TYP. AROUNDENTIRE PERIMETER

SUSPENDED CEILING

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A2.700

BUIL

DING

2 -IN

TERI

OR E

LEVA

TION

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

ILLS

ST M

ADIS

ON, W

I 537

15

0549-2117

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"1 PLAM CASEWORK ELEVATION - BREAKROOM

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"2 COUNTER ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"3 INDIVIDUAL LOCKER ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"4 UNIFORM PICK-UP/DROP-OFF ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"5 PS-18 CASEWORK ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"6 WOOD VENEERED CASEWORK ELEVATION 1

Scale:

0' 2' 4' 6'1'


Scale:

0' 2' 4' 6'1'


Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"9 WOOD VENEERED CASEWORK ELEVATION - GLASS STORAGE

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"10WOOD VENEERED CASEWORK ELEVATION - PAINT SHAKER


Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"11PAINT BOOTH MECH. SHAFT SECTION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"12TYP. UNISEX WET WALL

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"13TYP. BATHROOM ELEVATION




NLFLF



HL

SEESCHED.

SEE

SCHE

D.

6"10

"

6" 6"

GLASS AS SCHEDULED


6"

MAX.

3' - 7

"SEE

SCHE

D.

GLASS AS SCHEDULED

8"

8" 4"6" 6"

SEE

SCHE

D.

GLASS AS SCHEDULED

SEESCHED.

SEESCHED.


SOD DOUBLE LEAF DOOR FLUSHF


DOUBLE LEAF DOOR FLUSH W/ HALF LITEHL

GLASS AS SCHEDULED

SEESCHED.

SEE

SCHE

D.

SEE

SCHE

D.


SEE

SCHE

D.

SEE

SCHE

D.

SEESCHED.

6"

MAX .

3' - 7

"SEE

SCHE

D.

SEESCHED.

6"

MAX.

3' - 7

"

1

SEE

SCHE

D.2"

2"SEE

SCHED. 2" 2"SEE

SCHED. 2"

SEE

SCHE

D.4"

2

4"SE

E SC

HED.

2"SEE

SCHED. 2"

2"SE

E SC

HED.

EQ 2" EQ

2"SEE

SCHED. 2"

4"SE

E SC

HED.

EQ 2" EQ

6

A A

B

A A A A

B

A A A A

B

7

J

53 4

2"SEE

SCHED. 2"

2"SE

E SC

HED.

SEE

SCHE

D.2"

2"SEE

SCHED. 2" 2"SEE

SCHED. 2"

HOLLOW METALDOOR FRAMEA

GWB PARTITION


GWB PARTITION

B HOLLOW METALDOOR FRAME

2"2"

1/2"

TYPE


2" VARY 2" 2" VARY 2"

4"

1/2"

TYPE


2" VARY 2" 2" VARY 2"

3/8"

3/8"1/2"

TYPE


4"

1/2"

TYPE






GWB PARTITIONS














6"


EQ 6" EQ







ALUM ALUMINUMCR CARD READERGL GLASS











SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A2.800

BUIL

DING

2 -D

OOR/

ROOM

FIN

ISH

SCHE

DULE

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

ILLS

ST M

ADIS

ON, W

I 537

15

0549-2117

Scale:

0' 2' 4' 6'1'



DOORNO. ROOM NAME


RATINGHARDWARE

GROUP NOTESLEAF

QUANTITY WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB100P.1 CIRCULATION --- 8' - 0" 10' - 0" OCD - - HG 21 OCD-1110.1 BREAK ROOM (1) 4' - 0" 7' - 0" HL WD ST-2 GL-1 2 HM PT-3 1/A2.800 1/A2.800 HG 08

110.2 BREAK ROOM (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 2 HM PT-3 1/A2.800 1/A2.800 HG 10

110B.1 OFFICE (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 1 HM PT-3 1/A2.800 1/A2.800 HG 12

110B.2 OFFICE (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 2 HM PT-3 1/A2.800 1/A2.800 HG 12

110C.1 TRAINING ROOM (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 1 HM PT-3 1/A2.800 1/A2.800 HG 12

124.1 CORRIDOR (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 1 HM PT-3 1/A2.800 1/A2.800 HG 10

124.2 CORRIDOR (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 2 HM PT-3 1/A2.800 1/A2.800 HG 07

124A.1 UNISEX (1) 3' - 0" 7' - 0" F WD ST-2 1 HM PT-3 1/A2.800 1/A2.800 HG 16

124B.1 ADA UNISEX (1) 3' - 0" 7' - 0" F WD ST-2 1 HM PT-3 1/A2.800 1/A2.800 HG 16

138.1 PRINT / SIGN SHOP (1) 4' - 0" 7' - 0" F WD ST-2 2 HM PT-3 1/A2.800 1/A2.800 3-HR HG 09

138.2 CORR. EXISTING 3' - 0" 7' - 0" PT-2 HM PT-3 1/A2.800 1/A2.800 HG 24

138B.1 PRINT / SIGN SHOP (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 1 HM PT-3 1/A2.800 1/A2.800 HG 14

138B.2 PRINT / SIGN SHOP (2)*** 6' - 2" 7' - 0" F WD ST-2 3 HM PT-3 1/A2.800 1/A2.800 HG 04

138C.1 PRINT / SIGN SHOP (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 1 HM PT-3 1/A2.800 1/A2.800 HG 12

138D.1 OFFICE (1) 3' - 0" 7' - 0" HL WD ST-2 GL-1 1 HM PT-3 1/A2.800 1/A2.800 HG 12

150.1 WOOD SHOP (1) 4' - 0" 7' - 0" F WD PT-2 2 HM PT-3 1/A2.800 1/A2.800 3-HR HG 09

150A.1 CLEAN ROOM EXISTING 4' - 0" 7' - 0" F - - HG 25 PART OF CLEAN ROOM ASSEMBLY170.1 HAZ MAT STOR EXISTING 3' - 0" 7' - 0" - - 3-HR HG 22

290A CNT STORAGE EXISTING 4' - 0" 7' - 0" F - - HG 06

290C.1 CNT STORAGE (2) 6' - 0" 7' - 0" HL WD ST-2 GL-1 3 HM PT-3 1/A2.800 1/A2.800 HG 03

Scale:

0' 2' 4' 6'1'


Scale:

0' 2" 4" 6"1"


Scale:

0' 2" 4" 6"1"




CEILING NOTESNORTH SOUTH WEST EASTLEVEL 01100H ELEVATOR EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING100J LOBBY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING100K CORRIDOR EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING PATCH ALL FINISHES TO MATCH EXISTING IN DEMOED AREAS100L CORRIDOR EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING PATCH ALL FINISHES TO MATCH EXISTING IN DEMOED AREAS100P CIRCULATION EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING100W LOADING DOCK EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING100X STAIR D EXISTING - EXISTING EXISTING - - EXPOSED100Z FREIGHT ELEVATOR EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING110 BREAK ROOM LVT-1 RB-2 PT-1 PT-1 PT-6 PT-1 ACT-1110A LOCKER RM LVT-1 RB-2 PT-1 PT-1 PT-6 PT-6 ACT-1 PAINT PORTION OF WALL EXPOSED ABOVE LOCKERS110B OFFICE LVT-1 RB-2 PT-5 PT-1 PT-1 PT-1 ACT-1110C TRAINING ROOM LVT-1 RB-2 PT-5 PT-1 PT-1 PT-1 ACT-1110D MULTI - PURPOSE LVT-1 RB-2 PT-5 PT-1 PT-1 PT-1 ACT-1124 CORRIDOR LVT-1 RB-2 PT-1 PT-1 PT-1 PT-1 ACT-1124A UNISEX CT-2 CT-1 CT-1 CT1 CT-1 CT-1 ACT-2 1124B ADA UNISEX CT-2 CT-1 CT-1 CT1 CT-1 CT-1 ACT-2 1138 WOOD SHOP SC-1 RB-2 PT-1 PT-1 PT-1 PT-1 EXPOSED138A CORR. SC-1 RB-2 PT-1 PT-1 PT-1 PT-1 EXPOSED138B PRINT / SIGN SHOP SC-1 RB-2 PT-1 PT-1 PT-1 PT-1 EXPOSED138C PRINT SC-1 RB-2 PT-5 PT-1 PT-1 PT-1 ACT-1138D OFFICE LVT-1 RB-2 PT-5 PT-1 PT-1 PT-1 ACT-1138H RECEIVING / STORAGE SC-1 RB-2 PT-1 PT-1 PT-1 PT-1 EXPOSED150 PAINT SHOP SC-1 RB-2 PT-1 PT-1 PT-1 PT-1 EXPOSED150B RECEIVING/ STORAGE SC-1 RB-2 PT-1 PT-1 PT-1 PT-1 EXPOSED150BA CLEAN ROOM SC-1 - - - - - -150C PAINT BOOTH SC-1 - - - - - -166 LOADING DOCK EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTINGLEVEL 02200Z FREIGHT ELEVATOR EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING290 CNT STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING290A CNT STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING290B MECH. UTILITY EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING290C REFRIGERATION SC-1 RB-2 PT-5 PT-1 PT-1 PT-1 EXPOSED


ROOM FINISH SCHEDULE NOTES1. CT-1 TO GO UP TO 4'-4" ON WALL. LAST TILE SHOULD BE FULL SIZE. FINISH WITH STAINLESS STEEL EDGE TRIM. PAINT REMAINDER OF WALL PT-12.

2

2

SHEE

T TI

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SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

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IGH

T 2

020

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NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

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S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A2.900

BUIL

DING

2 -C

LEAN

ROO

M RE

FERE

NCE

DRAW

INGS

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

ILLS

ST M

ADIS

ON, W

I 537

15

0549-2117Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"1 CLEAN ROOM ORIGINAL REF. DRAWING

CLEAN ROOM IS CURRENTLY INSTALLED AT UW SERVICE BUILDING ON LEVEL 1, ROOM 113A (1217 UNIVERSITY AVE, MADISONWI 53706). WHICH IS LOCATED A FEW BLOCKS NORTHOF 30 N MILLS. G.C. TO DISASSEMBLE ATCURRENT LOCATION AND REASSEMBLE AT NEW WORK LOCATION. COORDINATE WITH OWNER AND MEP DRAWINGS.


2

DN

DN

UPUP

REF.REF.

REF.REF.

OPEN TO BELOW

RECEPTION200L

LOCK SHOPOFFICE

206A

1 2 3 4 5 6 7

A

B

C

D

E

D.1

A.9

A3.7002

3

A3.700

5

A3.2022

A3.700

1

LOCK SHOP WORKROOM

206

STORAGE232

A3.500 1

A3.7004

EXISTING CURBING

3A3.201

2A3.201

A3.7102

Sim

A3.7102

Sim

A3.7102

Sim

A3.7102

Sim

A3.7102

Sim

C4

C4

LIFT

NEW GUARD RAIL TO MATCH EXISTINGSEE ELEVATION FORDETAILS

8A3.710

A3.7101

Sim

A3.7101

Sim

A3.7101

Sim

A3.7102

Sim

A3.7101

Sim

A3.7101

Sim

A3.7101

Sim

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C1

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2C2

COMMON ROOM 2218

COMMON ROOM 1222

BREAKOUT ROOM222A

WOMENS226

MENS228

TOOL ROOM208

CORRIDOR200K

BREAKOUT ROOM222B

MECHANICAL236

STAIR 2200B

STAIR 1200A

ELEVATOR200H

A3-, A

F1A3-,A

A3-,A

A3-,A

A3-,A

A3-,A

A3-,AF3F3

-

A3A3A3-,A

A6-,A

A3.7006

A3-,A

A3-,A

A3-,A

208 206

206.1

218

222

9' - 0

"

ALIGN WITH FINISH FACE OF WALL

3' - 7

"

6' - 2"

28' - 9"

ALIGN WITH FINISH FACEOF COLUMN

ALIGN WITH WINDOWEDGE


7' - 0

"


2' - 4

"

9' - 5

"

3' - 0

" MIN

.

A3.700

1 Sim

A3.700 8

222A.1

A3.500

2

CG CG CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CGCG

200P

234

O.F.O.I

STAIR 3200C

C7

4A3.201

A3.7007

A3.700

10

A3.700 9

13

A3.710

12A3.700 13







5

A

1' - 4" 12' - 4"

A3.700 8

7' - 1"7' - 1"

12' - 4"

228 226

MENS228

WOMENS226

GB-2

GB-1

GB-3

GB-1

GB-3

A3.7008

Sim

GB-2SH-1 SD-1

SD-1

SD-1

MR-1

MR-1

MR-1

WR-1

SH-2SH-2

RH-2RH-2

CH-1

CH-1

WR-1

EHD-1 EHD-1

PTD-1 PTD-1

TPD-1 TPD-1

TPD-2 TPD-2

TPD-1SND-1SND-1

SND-1

SD-1

SD-1

SD-1

MR-1

MR-1

MR-1 CH-1

CH-1

5' - 1

"3'

- 0"

3' - 0

"

5' - 0

"3'

- 0"

3' - 1

"

5' - 1"

SNV-1

F1-

F1-

C11

C11

TOILET PARTITIONS

A3-,A

A6-,A

A3-,A

A3-,A

A6-,A

A6-,A

A6-,A

2

12A3.700 13

F3F3-,A

SHEE

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SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A3.202

BUIL

DING

3 -N

EW W

ORK

PLAN

-LEV

EL 02

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

ILLS

ST. M

ADIS

ON, W

I 537

15

0549-2117

Scale:

0' 2" 4" 6"1"




C1 PATCH EXISTING CMU PARTITION / GWB PARTITION WHERE ADJACENT PARTITION, DOOR, OR OTHER ITEM WASREMOVED. COMPLETELY REPLACE DAMAGED OR PARTIAL CMU UNITS WITH NEW FULL SIZE UNITS TO MATCH EXISTINGPATTERN.

C2 PATCH EXISTING FLOOR TO MATCH EXISTING WHERE PARTITION WAS REMOVED. INSTALL SEALER AT RAW CONCRETEAND PATCH WORK.

C3 FILL RECESSED FLOOR AREA WITH CONCRETE FLUSH TO MATCH EXISTING. APPLY SEALER AT RAW CONCRETEC4 FE TO REMAINC6 NEW VIBRATION ISOLATION CONCRETE PAD. SEE SECTION DETIALC7 RELOCATE EXISTING TOOL ROOM FENCE AND DOOR SYSTEM TO INCLUDE ALL HARDWARE, AND ACCESSORIES TO NEW

WORK LOCATION.C8 EXISTING PIT TO BE FILLED WITH COMPACT BACKFILL AND 6" CONCRETE SLAB TO BE FLUSH WITH EXISTING FLOOR.

INSTALL SEALER ON NEW CONCRETE.C9 INSTALL NEW BASE TO MATCH EXISTINGC10 INSTALL SALVAGE WORK COUNTER, BRACKETS, AND ALL RELATED ACCESSORIES. RELOCATED FROM 2ND FLOOR

CONTROL ZONEC11 PROVIDE STEEL C-CHANNEL SUPPORT FOR HANGING OF TOILET PARTITIONS PER MANUFACTURERS REQUIREMENTS.








Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"2 ENLARGED NEW WORK BATHROOM PLAN


TOILET PARTITIONS

22

LEVEL 02ELEV: 111' - 0"

6

3' - 0" 2' - 6" 4' - 0" 2' - 0"

2' - 6" 4' - 0" 2' - 0"

CT-3

FRIG-1 FRIG-1

ICE-1

PLAM-1COUNTER

PLAM-2 CASEWORK

PLAM-2 CASEWORK

14

A3.710

2' - 0

"3'

- 0"

MIC-1

MIC-1

COF-1

15

A3.71014

A3.710

Sim16

A3.710

3' - 0"

67 67

D E

LS-13

LS-19 LS-3 LS-4 LS-5 LS-6 LS-7 LS-6 LS-5

LS-10

2A3.101

2A3.201

8A3.710

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

2 LAYERS OF 3/4"PLYWOOD COUNTERTOP

13

A3.710

WOOD VENEER CASEWORK

17

A3.71018

A3.710

D ED E

LEVEL 02ELEV: 111' - 0"

7

LS-8 LS-15LS-14

LS-102 LAYERS OF 3/4"PLYWOOD COUNTERTOP

3' - 0"

18

A3.710

Sim

WOOD VENEERCASEWORK

77

EQ

LS-23LS-23LS-23LS-23LS-23LS-23

LS-23LS-23LS-23LS-23LS-23LS-231' - 5

"1'

- 5"

EQ

PT-1

Level 211' - 0"

LEVEL 0211' - 0"

D

LEVEL 02ELEV: 111' - 0"

5

PT-1

KB-1 KB-1 KB-1 KB-1 KB-1

KB-1KB-1KB-1KB-1KB-1

2' - 4" 2' - 4" 2' - 4" 2' - 4" 2' - 4"

7' - 0

"

TOP

AT

55

SF-38

A3 WALL WITH HEADER ABOVEDOOR. PAINT PT-1

ACT CEILING

8' - 7 1/4"

EQEQ

222A.1

GL-3

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

2 1/2"

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 0"

9' - 4

"

WELDING CURTAIN WC-1

CONNECT CABLE MOUNTINGSYSTEM TO EXISTING STRUCTUREABOVE

16 GAUGE GALVANIZED STEEL TRACKWITH NYLON ROLLER HOOKS

ATTACH RAIL SYSTEMTO CMU WALL WITH ALUMINUMANGLE

13' - 3"

8"

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 111' - 0"

12

9' - 4

"

20' - 0" 19' - 0"


CONNECT CABLE MOUNTINGSYSTEM TO EXISTING STRUCTUREABOVE

16 GAUGE GALVANIZED STEEL TRACKWITH NYLON ROLLER HOOKS

ATTACH RAIL SYSTEMTO EXTERIOR WALL WITH ALUMINUMANGLE

EXISTING JOIST

EXISTING EXTERIOR WALL

12 12

8"

ENTRY STRIP PANEL

1' - 0" 4' - 0"

6' - 0

"

1' - 0"4' - 0"

6' - 0

"

A

CT-1

34" M

AX

MR-1

7' - 0"

40" M

AX3'

- 6"

SEE SPEC FORSTANDARD MOUNTING HEIGHTS

TYP. DETAIL, WALL TILE TO EXTEND 1 FULL TILE ABOVESUSPENDED CEILING

CT-2 WALL BASE TILECUT TO 4". TYPICAL AROUNDENTIRE PERIMETER INTEGRATED THREE STATION SINK

SOAP DISPENSER/FAUCET WITHADA FRONT SLOPE

B.O. REFLECTIVESURFACE

SH-2/RH-2 SEE SPECFOR STANDARDMOUNTING HEIGHT

SUSPENDED CEILING

LEVEL 02ELEV: 111' - 0"

DE

8A3.710

RAILING TO START AT EXISTINGCOLUMN AND GO FINISH AT EXISTING LIFT. V.I.F. EXACT DIMENSION

V.I.F.V.I.F.

RAILING TO GO FROM EXISTING EXTERIORWALL TO EXISTING COLUMN. V.I.F. EXACTDIMENSION

NEW RAIL TO MATCH EXISTINGRAIL. V.I.F.

EXISTING STEELPLATE. WELDNEW RAILINGPOST TO EXISTINGPLATE

LEVEL 01ELEV: 100' - 0"

11

A3.710

8"6'

- 4"

ENTRY STRIP PANEL

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


16 GAUGE GALVANIZED STEELWALL MOUNTED TRACK WITHNYLON ROLLER HOOKS

LEVEL 02ELEV: 111' - 0"

AAA

5' - 1" 3' - 0" 3' - 0"1'

- 0"

PROVIDE STEEL C-CHANNEL SUPPORT FORHANGING OF TOILET PARTITIONS PER MANUFACTURERS REQUIREMENTS.

4' - 1

0"

CEILING HUNG TOILET PARTITIONSEE SPECIFICATIONS

CT-1


CT-2 WALL BASE TILECUT TO 4". TYPICAL AROUNDENTIRE PERIMETER

SUSPENDED CEILING

LEVEL 02ELEV: 111' - 0"

AAA

1' - 0

"4'

- 10"

5' - 0"3' - 0"

PROVIDE STEEL C-CHANNEL SUPPORT FORHANGING OF TOILET PARTITIONS PER MANUFACTURERS REQUIREMENTS.

CEILING HUNG TOILET PARTITIONSEE SPECIFICATIONS


CT-2 WALL BASE TILECUT TO 4". TYPICAL AROUNDENTIRE PERIMETER

SUSPENDED CEILING

CT-1

SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

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IGH

T 2

020

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INU

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AR

CH

ITE

CT

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PL

AN

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S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A3.700

BUIL

DING

3 -IN

TERI

OR E

LEVA

TIONS

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

-MAD

ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

ILLS

ST. M

ADIS

ON, W

I 537

15

0549-2117

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"1 BREAK ROOM CASEWORK ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"2 LOCKSHOP WORK TABLE ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"3 LOCKSHOP WORKBENCH ELEVATION 2

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"4 KEY LOCK BOX ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"5 AUTO KEY BOX RELOCATION ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"6 BREAKOUT ROOM STOREFRONT ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"7 EAST WELDING CURTAIN ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"10NORTH WELDING CURTAIN ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"8 BATHROOM SINK ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"9GUARDRAIL EXTENTION ELEVATION

1 9/3/21 Addendum 12 9/12/21 Addendum 21 9/3/21 Addendum 12 9/12/21 Addendum 2

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"11Elevation 1 - a

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"12WOMENS TOILET PARITION ELEVATION

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"13MENS TOILET PARTITION ELEVATION

2




NLFLF



HL

SEESCHED.

SEE

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D.

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6" 6"

GLASS AS SCHEDULED


6"

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GLASS AS SCHEDULED

8"

8" 4"6" 6"

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GLASS AS SCHEDULED

SEESCHED.

SEESCHED.


SOD

GLASS AS SCHEDULED

GLASS AS SCHEDULED

DOUBLE LEAF DOOR FLUSHF


DOUBLE LEAF DOOR FLUSH W/ FULL LITEFL DOUBLE LEAF DOOR FLUSH W/

NARROW LITENLDOUBLE LEAF DOOR FLUSH W/ HALF LITEHL

GLASS AS SCHEDULED

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6"

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3' - 7

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6"

PRE-HUNG WOOD DOORPH REDI-FRAME

WOOD DOORRF

SEE

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D.

SEESCHED.

SEESCHED.

SEE

SCHE

D.

MAX .

3' - 7

"

MAX .

3' - 7

"

1

SEE

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2"SEE

SCHED. 2" 2"SEE

SCHED. 2"

SEE

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2

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SCHED. 2"

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SCHED. 2"

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6

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HOLLOW METALDOOR FRAMEA C

GLASS AS SPECIFIED

1/2"X1/2" STOP

D

1/2"X1/2" STOPGLASS AS SPECIFIED

GWB PARTITION


GWB PARTITION

B E HOLLOW METALWINDOW FRAME

GWB PARTITION

GWB PARTITION

1/2"X1/2" STOPGLASS AS SPECIFIED

HOLLOW METALDOOR FRAME

HOLLOW METALWINDOW FRAME

HOLLOW METALWINDOW FRAME

2"2"

1 1/2"

1 1/2"

1/2"

TYPE


2" VARY 2" 2" VARY 2"

4"

1/2"

TYPE


2" VARY 2"

1/2"

TYPE


3/8"

2" VARY 2" 2" VARY 2"

3/8"

3/8"1/2"

TYPE


4"

1/2"

TYPE


2" VARY 2"

1/2"

TYPE


4"

3/8"

2" VARY 2"

HOLLOW METALCENTER MULLIONDOOR FRAME

F

1 1/2"

2" VARY 2"

MATCH FRAME DEPTH





GWB PARTITIONS














6"


EQ 6" EQ







ALUM ALUMINUMGL GLASS











SHEE

T TI

TLE:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020

, CO

NT

INU

UM

AR

CH

ITE

CT

S +

PL

AN

NE

RS

S.C

.

CONSULTANTS:


414.220.9640T

BD

8/20/2021

A3.800

BUIL

DING

3 -D

OOR/

ROOM

FIN

ISH

SCHE

DULE

FP&M

PHY

SICA

L PLA

NT R

ELOC

ATIO

N UW

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ISON

MADI

SON,

WIS

CONS

IN

BUILD

ING

1: 45

N C

HART

ER S

T. M

ADIS

ON, W

I 537

15BU

ILDIN

G 2:

30 E

CAM

PUS

MALL

MAD

ISON

, WI 5

3715

BUILD

ING

3: 30

N M

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0549-2117

Scale:

0' 2' 4' 6'1'



DOORNO. ROOM NAME


RATINGHARDWARE

GROUP NOTESLEAF

QUANTITY WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB150 (1) 8' - 0" 9' - 0" HM HM PT-2 4 HM PT-3 1/A3.800 1/A3.800 HG 23151 --- 10' - 0" 10' - 0" SOD GL-2 - - HG 20206 (1) 3' - 6" 7' - 0" F WD ST-3 GL-1 1 HM PT-3 1/A3.800 1/A3.800 HG 12206.1 (1) 3' - 6" 7' - 0" F WD ST-3 GL-1 1 HM PT-3 1/A3.800 1/A3.800 HG 12208 (1) 3' - 6" 7' - 0" F WD ST-3 GL-1 - HM PT-3 - - HG 13218 (1) 3' - 0" 7' - 0" HL WD ST-3 GL-1 1 HM PT-3 1/A3.800 1/A3.800 HG 11222 (1) 3' - 0" 7' - 0" HL WD ST-3 GL-1 1 HM PT-3 1/A3.800 1/A3.800 HG 17222A.1 (1) 3' - 11 3/4" 7' - 8 1/2" AG GL-3 GL-3 - ALUM PREF - ALL HARDWARE BY STOREFRONT

SUPPLIER226 (1) 3' - 0" 7' - 0" F WD ST-3 1 HM PT-3 1/A3.800 1/A3.800 HG 19228 (1) 3' - 0" 7' - 0" F WD ST-3 1 HM PT-3 1/A3.800 1/A3.800 HG 18356 (1) 3' - 0" 7' - 0" HL WD ST-3 GL-1 1 HM PT-3 1/A3.800 1/A3.800 HG 7430 (1) 3' - 0" 7' - 0" HL WD ST-3 GL-1 1 HM PT-3 1/A3.800 1/A3.800 HG 5

Scale:

0' 2' 4' 6'1'


Scale:

0' 2" 4" 6"1"


Scale:

0' 2" 4" 6"1"




CEILING NOTESNORTH SOUTH WEST EASTLEVEL 01144 WELDING EXISTING VB-3 @ PARTITIONS - - - - ACT-3 / EXPOSED145 LOADING DOCK EXISTING - - - - - EXPOSED146 WELDING EXISTING VB-3 @ PARTITIONS - - - - -150 STAINLESS WELDING SC-1 VB-3 PT-1 PT-1 PT-1 PT-1 PT-1151 RECEIVING / STAGING SC-1 VB-3 PT-1 PT-1 PT-1 PT-1 -LEVEL 02200K CORRIDOR EXISTING VB-3 PT-1 PT-1 PT-1 PT-1 EXPOSED200L RECEPTION CPT-2 VB-3 PT-1 PT-1 PT-1 PT-1 ACT-1206 LOCK SHOP WORK ROOM SC-1 VB-3 PT-1 PT-1 PT-1 PT-1 ACT-1206A LOCK SHOP OFFICE SC-1 VB-3 PT-1 PT-1 PT-6 PT-1 ACT-1208 TOOL ROOM SC-1 VB-3 PT-1 PT-1 PT-1 PT-1 EXPOSED218 COMMON ROOM 2 LVT-1 VB-3 PT-5 PT-1 PT-1 PT-1 ACT-1222 COMMON ROOM 1 LVT-1 VB-3 PT-1 PT-5 PT-1 PT-1 ACT-1222A BREAKOUT ROOM LVT-1 VB-3 PT-1 PT-1 PT-1 PT-1 ACT-1222B BREAKOUT ROOM LVT-1 VB-3 PT-1 PT-1 PT-1 PT-1 ACT-1226 WOMENS CT-2 - CT-1 CT-1 CT-1 CT-1 ACT-2228 MENS CT-2 - CT-1 CT-1 CT-1 CT-1 ACT-2232 STORAGE EXISTING VB-3 - - - PT-1 EXPOSEDLEVEL 03356 OPEN OFFICE SALVAGED CPT VB-3 PT-1 PT-1 PT-1 PT-1 EXPOSED362D STORAGE SALVAGED CPT VB-3 PT-1 PT-1 PT-1 PT-1 EXPOSEDLEVEL 04405 OFFICE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING427 PRINT ZONE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING430 OFFICE SALVAGED CPT VB-3 PT-1 PT-6 PT-1 PT-1 ACT-1439 TRAINING ROOM CPT-2 VB-3 PT-6 PT-1 PT-1 PT-1 ACT-1456 OPEN OFFICE CPT-2 VB-3 PT-1 PT-1 PT-1 PT-5 ACT-1

1 9/3/21 Addendum 12 9/12/21 Addendum 21 9/3/21 Addendum 12 9/12/21 Addendum 2

STAINLESS STEEL WELDINGRECEIVING / STAGINGLOCK SHOP WORK ROOMLOCK SHOP OFFICETOOL ROOMCOMMON ROOM 2COMMON ROOM 1

BREAKOUT ROOM

WOMENS RESTROOMMENS RESTROOMOPEN OFFICEOFFICE

2

2

UP

RE

F.R

EF

.

UP

UPUP

UP

UP

1 2 3 4 5 6 7 8 9 10

D

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F

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G

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RECEIVING /

STORAGE138H

PAINT SHOP150

CLEAN

ROOM150BA

WOOD SHOP138

PRINT / SIGN

SHOP138B

OFFICE138D

MENSE

WOMENSE

CORRIDOR100K

CORRIDOR124

JCE

SIGNAL RME

ELEVATOR100H

ELEVATOR MECH.E

LOBBY100J

BREAK ROOM110

MULTI -

PURPOSE110D

OFFICE110B

STAIR AE

PS-03

CM-15

CM-01

CS-27CS-34

CS-26

CS-29

CS-19

CS-32

CS

-10

CS

-09

CM-11

CM-09

CS-24

CS

-21

CS

-22

CS-14

CS-16

CS-30

CS-36 CM-17

CM-06 CM-05 CM-04

PS

-19A

PS-11

PS-09

PS

-20A

PS

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CS-02 CS-01

ADA UNISEX124B

UNISEX124A

LOCKER RM110A

NL-4

NL-4

NL-4

NL-2

NL-44

NL-20

NL-20

NL-43

NL-43

DDNL-24

DDNL-24

DDNL-25

DDNL-26

DDNL-26

NL-28

NL-28

GFINL-23

GFINL-23

NL-27

NL-27

NL-27

NL-26

NL-25

NL-43

NL-28

NL-28

NL-27

CM-16

CS-17A

PS-15 PS-16

PS-26

PS-27

PS

-19B

PS

-19C

PS

-19D

PS

-20B

PS

-22B

NL-21

NL-23

56"NL-28

NL-6

NL-44

NLC

1

NLA

1

NLB

1

NL-20

GFBNL-34

GFBNL-35GFINL-33

GFINL-29

GFINL-31

NL-25

NL-44

NL-1

NL-1

NL-1

NL-3

NL-21

NL-3

NL-3

WTNL-2

WTNL-3

WTNL-1

NL-2

NL-1

CS-18

CS-17B1

1

1

NL-7

NL-7

NL-6

NL-6

NL-44

NL-22

ETR

ETR ETR

ETR

ETR

ETR

ETR

ETR

ETR

CRR5

CRL

CREFCR

R4

CR

R3

CR

R2

CR

R1

CRFC

CRCU

1/NLC1/NLA 1/NLB1/NLC

1/NLB1/NLA

ETR ETR ETROHDNL-32,34

OHDNL-37,39

OHDNL-36,38

3 3 3

DC-1

FCU-116A

FCU-150B

FCU-150BA

EF-150

FCU-2

EF-150BA

KB-1NL-36

KB-1NL-37

KB-1NL-41

KB-1NL-39

WTNL-4

WTNL-5

GFINL-32

GFINL-30

4

4

GFINL-2

GFINL-22

GFINL-22

CP-150BA

6 6

LOADING DOCK166

GENERAL

OPERATIONSE

SPECIAL HANDLINGE

CIRCULATION100P

FREIGHT

ELEVATOR100Z

ELEVATOR

MECH.E

SOLVENT

COMMINGLINGE

OFFICEE

ETR

ETR

ETR

ETR ETR

ETR

OHDNL-49,51 ML

NL-50

RTU-1ON ROOF

CP-RTU-1ON 2ND FLR

DDNL-46

DDNL-46

PRINT138C

TRAINING ROOM

2

PB

KB-1NL-53

SD

MD2

2

??

SH

EE

T T

ITLE

:

SHEET

NUMBER

DATE

ISSUED

SET

TYPE

PROJECT

NUMBER

REVISIONS:

SCALE VARIES

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OP

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020, C

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UU

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RC

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.C.

CONSULTANTS:


414.220.9640T

NOT FOR CONSTRUCTION

THESE DRAWINGS ARE RELEASED FOR

DESIGN DEVELOPMENT PURPOSES

ONLY. THEY ARE NOT TO BE USED FOR

REGULATORY APPROVAL, PERMIT, OR

CONSTRUCTION PURPOSES .

CD

08/20/2021

E2.211

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2 -

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1

05

49-2

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1: 4

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210305

17400 West Capitol Drive - Brookfield, WI 53045301 South Blount Street, Suite 101 - Madison, WI 53703Phone: 414.778.1700 / Fax: 414.778.2360 / [email protected] Project Number: 221117.00

KEYED NOTES -

1. ELECTRICAL CONNECTION SHALL BE MOUNTED TO COLUMN.

2. ELECTRICAL CONNECTIONS SHALL MEET THE REQUIREMENTS OF NFPA 33. ELECTRICAL CONNECTIONS WITHIN THE PAINT BOOTH SHALL BE CLASS 1 DIVISION 1 RATED. ELECTRICAL CONNECTIONS WITHIN A 3 FOOT RADIUS OF THE PAINT BOOTH OPENING SHALL BE CLASS 1 DIVISION 2 RATED.

3. EXISTING OVERHEAD DOOR TO BE RECIRCUITED TO NEW PANEL.

4. RECEPTACLE SHOWN IS FOR MICROWAVE. VERIFY MOUNTING HEIGHT WITH MICROWAVE LOCATION.

5. POWER POLE SHALL BE LINED UP WITH WINDOW MULLION AND FASTENED TO TOP OF COUNTER.

1.

2.

3.

SHEET NOTES -

EC SHALL REFER TO ARCHITECTURAL ELEVATIONS AND FLOOR PLANS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL DEVICES.

CIRCUIT NUMBERS INDICATED DO NOT REFLECT THE ACTUAL POSITION OF THE CIRCUIT BREAKERS IN THE PANEL; RATHER, THE NUMBERS INDICATE WHICH DEVICES ARE CONNECTED TO A COMMON CIRCUIT. E.C. SHALL UTILIZE SPARES, SPACES AND CIRCUITS RELIEVED FROM DUTY TO PROVIDE THE INDICATED NUMBERS OF CIRCUITS.

EXISTING TO REMAIN, "ETR", ON THIS PLAN REFERS TO THE STATUS OF BASIC ELECTRICAL DEVICES. THERE MAY BE SOME WORK REQUIRED IN THESE SPACES INVOLVING BACK-FEEDING EXISTING CIRCUITS OR OTHER MODIFICATIONS. SEE ALL DOCUMENTS THAT MAKE UP THIS CONTRACT FOR THE TOTAL EXTENT OF WORK REQUIRED IN ALL SPACES.

Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 POWER PLAN - LEVEL 01

2 9-12-21 Addendum 22 9-12-21 Addendum 2

UP

RE

F.R

EF

.

PS

S

S

S

S

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S

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CM

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UP

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1 2 3 4 5 6 7

8 9 10

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OFFICE110B

CORRIDOR100K

LOBBY100J

ELEVATOR MECH.E

ELEVATOR100H

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SIGNAL RME

CORRIDOR124

MENSE

WOMENSE

STAIR AE

MULTI -

PURPOSE110D

LOCKER RM110A

CLEAN

ROOM150BA

OFFICE138D

PRINT / SIGN

SHOP138B

PAINT SHOP150

BREAK ROOM110

RECEIVING /

STORAGE138H

ADA UNISEX124B

UNISEX124A

RECEIVING/

STORAGE150B

S,WAP

ETR,2D

ETR,2D

ETRDOOR BELL

S,WAP

S,WAP

CR

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30

CLG,WAP

2D

2D 2D 2D

2D

2D

15

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ETR ETR

ETRETR

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ETR

ETR

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PRINT / SIGN

SHOP138B

15 15

15

1

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2DCR

ES

CR

2D

2DES

CR

1

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ESCR

CR

ES

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SPECIAL HANDLINGE

OFFICEE

SOLVENT

COMMINGLINGE

FREIGHT

ELEVATOR100Z

ELEVATOR

MECH.E

LOADING DOCK166

CIRCULATION100P

GENERAL

OPERATIONSE

ETR

ETR

ETR

ETR

ETR ETR

WOOD SHOP138

ON ROOF

2D

2D

PRINT138C

TRAINING ROOM110C

60

15

15

15

60

110

110

110

15

110

15

15 15

110

60

ETR

PB-1A

PB-1A

PB-1B

PB-1C

RTU-A1

RTU-1B

2

2

??

SH

EE

T T

ITLE

:

SHEET

NUMBER

DATE

ISSUED

SET

TYPE

PROJECT

NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020, C

ON

TIN

UU

M A

RC

HIT

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CONSULTANTS:


414.220.9640T







CD

08/20/2021

E2.221

BU

ILD

ING

2 -

TE

CH

NO

LO

GY

PL

AN

-L

EV

EL

01

05

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1: 4

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210305


KEYED NOTES -

1. INSTALL DATA DEVICE IN POWER POLE PROVIDED BY ELECTRICAL CONTRACTOR.

Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 TECHNOLOGY PLAN - LEVEL 01


PANEL NAME: 1-NLA [NEW] PANEL LOCATION: WOOD SHOP 115

FED FROM: SB/DP BRANCH: N

MAIN SIZE, TYPE, CB TYPE,CB OPTION:

-, MLO, -, - VOLTAGE: 208/120, 3Ø, 4W, WYE

PANEL BUS AMPS: 225 AIC RATING: 25kA

PANEL TYPE: BRANCH PANELMOUNTING,

PANEL OPTION:SURFACE

PHASE LOAD (KVA): 8.6 [A], 18.2 [B], 18 [C]

PANEL LOAD - CONNECTED: 152.6 (AMPS) 55 (kVA)

PANEL LOAD - NEC DEMAND: 125.4 (AMPS) 45.2 (kVA)

CIR

CU

IT #

AM

P

PO

LE

S

OP

TIO

NS

& A

CC

.

CB

TY

PE

NAME, DESCRIPTIONAND REMARKS

CIR

CU

IT #

AM

P

PO

LE

S

OP

TIO

NS

& A

CC

.

CB

TY

PE


1 20 1 MC 116/117 RECEPTACLES 2 20 1 MC 116 RECEPTACLES

3 20 1 MC 115 EAST RECEPTACLES 4 20 1 MC 115 WEST RECETACLES

5 35 3 MC EF-116A 6 15 1 MC FCU-116A

7 --- - --- ---------- ---------- 8 20 1 MC 1ST LIGHTING

9 --- - --- ---------- ---------- 10 20 1 MC 1ST LIGHTING

11 20 1 MC 1ST LIGHTING 12 20 1 MC 1ST LIGHTING

13 20 1 MC 1ST LIGHTING 14 20 1 MC 1ST LIGHTING

15 15 1 MC PS-03 16 20 1 MC 1ST LIGHTING

17 20 1 MC 1ST LIGHTING 18 20 1 MC EF-116B

19 20 1 MC FCU-1 20 35 3 MC CM-17

21 20 1 MC CRR1 22 --- - --- ---------- ----------

23 20 1 MC CRR3 24 --- - --- ---------- ----------

25 20 1 MC CRR5 26 20 1 MC CRL

27 20 1 MC CREF 28 20 1 MC CRFD

29 20 1 MC CRCU 30 20 1 MC CS-14

31 20 1 MC CS-17B 32 35 3 MC CS-21

33 20 3 MC CS-22 34 --- - --- ---------- ----------

35 --- - --- ---------- ---------- 36 --- - --- ---------- ----------

37 --- - --- ---------- ---------- 38 20 1 MC CRR4

39 20 1 MC CS-36 40 20 1 MC CM-04

41 20 1 MC CM-05 42 20 1 MC CM-06

43 20 1 MC CRR2 44 20 1 MC CM-16

45 20 1 MC CP-116A 46 20 1 MC 138D RECEPTACLES

47 20 1 MC PB 48 20 1 MC SPARE

49 20 1 MC MD 50 20 1 MC SPARE

51 20 1 MC SPARE 52 20 1 MC SPARE



57 20 1 MC SPARE 58 SPACE

59 20 1 MC SPARE 60 SPACE

61 SPACE 62 SPACE

63 SPACE 64 SPACE

65 SPACE 66 SPACE

67 SPACE 68 SPACE

69 SPACE 70 SPACE

71 SPACE 72 SPACE

73 SPACE 74 SPACE

75 SPACE 76 SPACE

77 SPACE 78 SPACE

79 SPACE 80 SPACE

81 SPACE 82 SPACE

83 SPACE 84 SPACE

PANEL NOTES:

PANEL NAME: 1-NLB [NEW] PANEL LOCATION: PRINT SHOP 115A







PHASE LOAD (KVA): 6.4 [A], 23.4 [B], 22.9 [C]

PANEL LOAD - CONNECTED: 175.6 (AMPS) 63.3 (kVA)


CIR

CU

IT #

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& A

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TY

PE


CIR

CU

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1 20 1 MC CS-01 2 20 1 MC CS-02

3 20 1 MC PS-09 4 20 1 MC PS-11

5 20 1 MC PS-15 6 20 1 MC PS-16

7 30 2 MC PS-19A 8 20 2 MC PS-19B

9 --- - --- ---------- ---------- 10 --- - --- ---------- ----------

11 20 2 MC PS-19C 12 20 1 MC PS-19D

13 --- - --- ---------- ---------- 14 20 1 MC PS-20A

15 20 1 MC PS-20B 16 15 1 MC PS-22A

17 20 1 MC PS-22B 18 15 1 MC PS-26

19 20 1 MC PS-27 20 20 1 MC 115A NORTH RECEPTACLES

21 20 1 MC 115A WEST RECEPTACLES 22 20 1 MC 115A HALL RECEPTACLES

23 20 1 MC 105/106A/106B RECEPT. 24 20 1 MC E RECEPTACLES

25 20 1 MC E/112 RECEPTACLES 26 20 1 MC 113 RECEPTACLES

27 20 1 MC 111 RECEPTACLES 28 20 1 MC 110 RECPTACLES

29 20 1 MC MICRO NORTH 30 20 1 MC MICRO SOUTH

31 20 1 MC ICE MACHINE 32 20 1 MC COFFEE MAKER

33 20 1 MC 110 COUNTER RECEPT 34 20 1 GP MC NORTH REF

35 20 1 GP MC SOUTH REF 36 20 1 MC KB-1 WEST A

37 20 1 MC KB-1 WEST B 38 35 3 MC SC-19

39 20 1 MC KB-1 EAST B 40 --- - --- ---------- ----------

41 20 1 MC KB-1 EAST A 42 --- - --- ---------- ----------

43 20 1 MC 115B RECEPTACLES MC 115 EAST RECEPTACLES

45 20 1 MC CS-16 MC CS-18

47 20 1 MC CS-30 MC CS-32

49 35 2 MC OHD MC ML

51 --- - --- ---------- ---------- MC CS-24

53 20 1 MC KB-1 EAST B ---------- ---------- ----------

55 20 1 MC SPARE ---------- ---------- ----------

57 20 1 MC SPARE MC SPARE




65 SPACE MC SPARE

67 SPACE SPACE

69 SPACE SPACE

71 SPACE SPACE

73 SPACE SPACE

75 SPACE SPACE

77 SPACE SPACE

79 SPACE SPACE

81 SPACE SPACE

83 SPACE SPACE

PANEL NOTES:

PANEL NAME: 1-NLC [NEW] PANEL LOCATION: WOOD SHOP 115








PANEL LOAD - CONNECTED: 201.3 (AMPS) 72.5 (kVA)


CIR

CU

IT #

AM

P

PO

LE

S

OP

TIO

NS

& A

CC

.

CB

TY

PE


CIR

CU

IT #

AM

P

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LE

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CB

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1 20 1 MC WT (CM-13) 2 20 1 MC WT (CS-28)

3 20 1 MC WT (CS-12) 4 20 1 MC WT WEST

5 20 1 MC WT EAST 6 20 1 MC 115 NW RECEPTACLES

7 20 1 MC 115 SW RECETPACLES 8 20 1 MC 115 EAST RECEPTACLES

9 20 1 MC CS-09 10 20 1 MC CS-10

11 90 3 MC DC-1 12 20 1 MC CM-11

13 --- - --- ---------- ---------- 14 25 2 MC CS-26

15 --- - --- ---------- ---------- 16 --- - --- ---------- ----------

17 20 1 MC FCU-116B 18 20 1 MC CS-27

19 15 2 MC CS-32 20 20 1 MC FCU-2

21 --- - --- ---------- ---------- 22 30 2 MC CS-34

23 20 1 MC CM-01 24 --- - --- ---------- ----------

25 30 3 MC CM-09 26

27 --- - --- ---------- ---------- 28

29 --- - --- ---------- ---------- 30

31 20 3 MC CM-15 32 35 2 MC OHD WEST

33 --- - --- ---------- ---------- 34 --- - --- ---------- ----------

35 --- - --- ---------- ---------- 36 35 2 MC OHD EAST

37 35 2 MC OHD MIDDLE 38 --- - --- ---------- ----------

39 --- - --- ---------- ---------- 40 20 1 MC SPARE





49 20 1 MC SPARE SPACE

51 SPACE SPACE

53 SPACE SPACE

55 SPACE SPACE

57 SPACE SPACE

59 SPACE SPACE

61 SPACE SPACE

63 SPACE SPACE

65 SPACE SPACE

67 SPACE SPACE

69 SPACE SPACE

71 SPACE SPACE

73 SPACE SPACE

75 SPACE SPACE

77 SPACE SPACE

79 SPACE SPACE

81 SPACE SPACE

83 SPACE SPACE

PANEL NOTES:

PANEL NAME: 2-NLA [NEW] PANEL LOCATION: CNT STORAGE

FED FROM: SBDP BRANCH: N




PANEL TYPE: POWER PANELMOUNTING,



PANEL LOAD - CONNECTED: 53 (AMPS) 19.1 (kVA)

PANEL LOAD - NEC DEMAND: 54.8 (AMPS) 19.7 (kVA)C

IRC

UIT

#

AM

P

PO

LE

S

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CU

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1 30 1 MC BCU-1-290B 2 30 1 MC BCU-2-290B

3 20 1 MC EF-290B 4 15 1 MC RM

5 20 1 MC NORTHWEST CR 6 20 1 MC NORTH CR

7 20 1 MC NORTHEAST CR 8 20 1 MC SOUTHWEST CR

9 20 1 MC SOUTH CR 10 20 1 MC SOUTHEAST CR

11 20 1 MC 290B RECEPTACLES 12 20 1 MC 2ND LIGHTING

13 20 1 MC 290C MOA WEST 14 20 1 MC 290C MOA WEST

15 20 1 MC 290C MOA WEST 16 20 1 MC 290C MOA NORTH

17 20 1 MC 290C MOA NORTH 18 20 1 MC 290C MOA NORTH

19 20 1 MC 290C MOA NORTH 20 20 1 MC 290C MOA NORTH

21 20 1 MC 290C MOA NORTH 22 20 1 MC 290C MOA EAST

23 20 1 MC 290C MOA EAST 24 20 1 MC 290C MOA EAST

25 20 1 MC 290C MOA EAST 26 20 1 MC T1

27 20 1 MC T2 28 20 1 MC T3

29 20 1 MC T4 30 20 1 MC T5

31 15 3 MC CP-RTU-1 32 20 1 MC 290C MOA SOUTH

33 --- - --- ---------- ---------- 34 20 1 MC 290C MOA SOUTH

35 --- - --- ---------- ---------- 36 20 1 SPARE

37 20 1 SPARE 38 20 1 SPARE

39 20 1 SPARE 40 20 1 SPARE

41 20 1 SPARE 42 20 1 SPARE

PANEL NOTES:

SH

EE

T T

ITLE

:

SHEET

NUMBER

DATE

ISSUED

SET

TYPE

PROJECT

NUMBER

REVISIONS:

SCALE VARIES

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T 2

020, C

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CONSULTANTS:


414.220.9640T







CD

08/20/2021

E2.700

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2

EQUIPMENT SCHEDULE - WELDING SHOP 109

ID DESCRIPTION LOCVOLTAGE /

PHASE

LOAD FEED FROM OCPD FEEDER MOTOR CONTROLLER DISCONNECT SWITCH CONNECTION

SEE NOTEHP FLA KVA PANEL CIRCUIT BRANCH TYPE SIZE POLE QTY PHASE GRD COND

FURNBY

INSTBY

WIREBY

LOC TYPE OPTIONSFURN

BYINSTBY

WIREBY

LOC OPTIONSNEMATYPE

OPTIONSMTG

HEIGHT

WS-06 BENCH GRINDER BLACK AND DECKER MILLS 250 120/1 0.25 5.8 0.7 1/NLC 1 N CB 20 1 2 12 12 3/4 - - - - - - - - - - - - 2 - 3

WS-10 WELDER MILLERMATIC 350P MILLS 250 208/1 - 34 7.1 1/NLC 2,4 N CB 50 2 2 8 10 1 - - - - - - - - - - - 6-50R 1 - 3

WS-14A BRICK KILN WITH EXHAST FAN MILLS 250 208/1 5 30.8 6.4 1/NLC 3,5 N CB 50 2 2 8 10 1 - - - - - - EC EC EC NU 5 - 3 - 1,4

WS-14B KILN CONTROLS MILLS 250 120/1 - - 0.5 1/NLC 6 N CB 20 1 2 12 12 3/4 - - - - - - - - - - - - 2 - 3

WS-17 WELDER MILLERMATIC 251 MILLS 250 208/1 - 34 7.1 1/NLC 7,9 N CB 50 2 2 8 10 1 - - - - - - - - - - - 6-50R 1 - 3

WS-22 WELDER MILLER DYNASTY 210 MILLS 250 208/1 - 28 5.8 1/NLC 8,10 N CB 50 2 2 8 10 1 - - - - - - - - - - - 6-50R 1 - 3

WS-23 WELDER MILLER MAXSTAR 152 MILLS 250 208/1 - - 6.2 1/NLC 11,13 N CB 50 2 2 8 10 1 - - - - - - - - - - - 6-50R 1 - 3

WS-29 WELDER MILLER MILLS 250 208/1 - 34 7.1 1/NLC 12,14 N CB 50 2 2 8 10 1 - - - - - - - - - - - 6-50R 1 - 3

WS-32A METAL PRESS SCOTCHMAN INDUST 6509 MILLS 262 208/3 - 14.8 - 1/NLC 15,17,19 N CB 20 3 3 12 12 3/4 - - - - - - - - - - - L15-20R 1 - 3

WS-32B METAL PRESS CONTROLS MILLS 262 120/1 - 0.5 - 1/NLC 16 N CB 20 1 2 12 12 3/4 - - - - - - - - - - - - 2 - 3

ABBREVIATIONS:

N = NORMAL BRANCH UPS = UNINTERRUPTIBLE POWER SUPPLY MAG = MAGNETIC MOTOR CONTROLLER OU = ON UNIT PC = PLUMBING CONTRACTOR

LS = ARTICLE 517, LIFE SAFETY BRANCH OCPD = OVERCURRENT PROTECTIVE DEVICE MAN = MANUAL MOTOR CONTROLLER EC = ELECTRICAL CONTRACTOR SA = SEE ARCHITECTURAL DETAILS

CR = ARTICLE 517, CRITICAL CARE BRANCH CB = CIRCUIT BREAKER RVS = REDUCE VOLTAGE MOTOR CONTROLLER FS = FOOD SERVICE EQUIP. CONTRACTOR SD = SEE DRAWINGS

EQ = ARTICLE 517, EQUIPMENT BRANCH F = FUSE SS = SOLID STATE MOTOR CONTROLLER GC = GENERAL CONTRACTOR SFP = SEE FLOOR PLANS

700 = ARTICLE 700, EMERGENCY BRANCH BOL = BUILT-IN OVERLOAD VFD = VARIABLE FREQUENCY DRIVE MC = MECHANICAL CONTRACTOR SFS = SEE FOOD SERVICE PLANS

701 = ARTICLE 701, LEGALLY REQUIRED STANDBY BRANCH CS = COMBINATION MOTOR CONTROLLER IU = IN UNIT MFR = MANUFACTURER WP = WEATHERPROOF

702 = ARTICLE 702, OPTIONAL STANDBY BRANCH ECM = ELECTRICALLY COMMUTATED MOTOR NU = NEAR UNIT OWN = OWNER

OPTIONS:

1 = SINGLE RECEPTACLE 4 = NON-FUSIBLE DISCONNECT 7 = LOCKABLE 10 = VERIFY WITH MANUFACTURER PRIOR TO INSTALLATION 13 = GFI RECEPTACLE 16 = SHUNT TRIP BREAKER

2 = DUPLEX RECEPTACLE 5 = FUSIBLE DISCONNECT 8 = CONCEALED 11 = SURFACE MOUNTED 14 = GFI BREAKER

3 = DIRECT CONNECTION 6 = WEATHERPROOF 9 = TOGGLE SWITCH 12 = FLUSH MOUNTED 15 = LOCKABLE MOTOR RATED SWITCH

EQUIPMENT SCHEDULE GENERAL NOTES:

1. ALL WORK BY THIS CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES.

2. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH OTHER TRADES TO AVOID CONFLICTS AND TO VERIFY ALL EQUIPMENT CONNECTION REQUIREMENTS.

3. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE ELECTRICAL SYSTEM PER CONTRACT DOCUMENTS AND ENSURING THE SYSTEM IS OPERATIONAL UPON JOB COMPLETION.

4. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE ELECTRICAL SYSTEM FOR ALL OWNER-FURNISHED APPLIANCES IN ACCORDANCE WITH NEC ARTICLE 422 AND 440.22.

5. THIS CONTRACTOR SHALL PROVIDE ALL BRANCH CIRCUIT WIRING IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND THESE PROJECT DOCUMENTS.

6. PROVIDE ALL POWER WIRING INCLUDING ALL CIRCUITRY CARRYING ELECTRICAL ENERGY FROM PANELBOARD OR OTHER SOURCE THROUGH STARTERS AND DISCONNECTS TO MOTORS, PACKAGED EQUIPMENT, OR PACKAGED CONTROL PANELS. PROVIDE ALL WIRING BETWEEN

CONTROL PANELS AND MOTORS. INCLUDE STARTERS, DISCONNECTS, AND OVERLOAD PROTECTION IF NOT INCLUDED IN SPECIFICATIONS. COORDINATE WITH EQUIPMENT SUPPLIER.

7. PROVIDE A SEPARATE GREEN GROUND FOR EACH MOTOR AND EQUIPMENT CONNECTION ROUTED BACK TO INTEGRAL GROUND BUS OF ASSOCIATED PANELBOARD OR MOTOR CONTROL CENTER. GROUND CONDUCTOR SIZES PER NEC ARTICLE 250.122.

8. PROVIDE A 20 AMP, 125V WEATHER-RESISTANT GFCI RECEPTACLE WITH A WEATHERPROOF IN-USE ENCLOSURE MOUNTED ADJACENT TO ALL HEATING, AIR CONDITIONING AND REFRIGERATION EQUIPMENT INSTALLED ON THE EXTERIOR OF THE BUILDING OR ROOFTOP.

9. VERIFY ELECTRICAL REQUIREMENTS INCLUDING VOLTAGE, HORSEPOWER, STARTER TYPE, AND DISCONNECTING MEANS FOR MOTORS AND EQUIPMENT PRIOR TO ORDERING CIRCUIT BREAKERS, DISCONNECT SWITCHES, AND STARTERS.

10. CIRCUIT EQUIPMENT ON THIS SCHEDULE TO PANELS IN 30N MILLS BUILDING.

EQUIPMENT SCHEDULE NOTES:1. EXACT EQUIPMENT ELECTRICAL CONNECTION REQUIREMENTS ARE UNKNOWN. EC SHALL VERIFY EQUIPMENT REQUIREMENTS PRIOR TO ROUGH-IN AND INSTALLATION.

2. ELECTRICAL CONNECTION SHALL BE SURFACE MOUNTED CONDUIT TO SURFACE MOUNTED BOX WITH CONNECTION TYPE AS INDICATED IN THE SCHEDULE.

3. ELECTRICAL CONNECTION SHALL BE CORD DROP WITH CONNECTION TYPE AS INDICATED IN THE SCHEDULE. REFER TO CORD DROP DETAIL FOR MORE INFORMATION.

4. PROVIDE UNISTRUT SUPPORT FROM CEILING TO FLOOR. SURFACE MOUNT CONDUIT AND BOX TO UNISTRUT AND PROVIDE CONNECTION TYPE AS INDICATED IN THE SCHEDULE.

EQUIPMENT SCHEDULE - GENERAL


PHASE



FURNBY

INSTBY

WIREBY


BYINSTBY

WIREBY

LOC OPTIONSNEMATYPE

OPTIONSMTG

HEIGHT

WT WORK TABLE POWER POLE SFP 120/1 - - - SFP SFP N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - -

CRR1 CLEAN ROOM RECEPTACLES EHS 116A 120/1 - - 0.2 1/NLA 21 N CB 20 1 2 12 12 1/2 - - - - - - EC EC EC NU 5 - 3 - 1,4





CRL CLEAN ROOM LIGHTING EHS 116A 120/1 - - 0.5 1/NLA 26 N CB 20 1 2 12 12 1/2 - - - - - - EC EC EC NU 5 - 3 - 1,4

CREF CLEAN ROOM EXHAUST FAN EHS 116A 120/1 0.5 9.8 1.7 1/NLA 27 N CB 20 1 2 12 12 1/2 - - - - - - EC EC EC NU 5 - 3 - 4

CRFC CLEAN ROOM FAN COIL UNIT EHS 116A 120/1 - - 0.2 1/NLA 28 N CB 20 1 2 12 12 1/2 - - - - - - EC EC EC NU 5 - 3 - 4

CRCU CLEAN ROOM CONDENSING UNIT EHS 116A 120/1 0.1 7.6 1.3 1/NLA 29 N CB 20 1 2 12 12 1/2 - - - - - - EC EC EC NU 5 - 3 - 4

CD CORD DROP SFP 120/1 - - 0.2 SFP SFP N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 2

FF FURNITURE FEED SFP 120/1 - - 2.0 SFP SFP N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 3,7

WA WASHER CHARTER 35 208/3 - 8 4.1 SFP SFP N CB 15 3 3 12 12 1/2 - - - - - - - - - - - - 13,10 - 5

DR DRYER CHARTER 35 120/1 - 12 2.1 SFP SFP N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 13,10 - 5

KB-1 KEY LOCK BOX SFP 120/1 - - 0.2 SFP SFP N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 3

OHD OVERHEAD DOOR SFP 208/1 3 18.7 5.6 SFP SFP N CB 35 2 2 10 10 1/2 - - - - - - EC EC EC NU 5 - 3 - 3

CR CORD REEL SFP 120/1 - - 0.2 SFP SFP N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 3,8,9

FL FLOOR LIFT EHS 290B 120/1 - - 0.5 SFP SFP N CB 20 1 2 12 12 1/2 - - - - - - EC EC EC NU 5 - 3 - 3

T1 TESTING TRANSFORMER EHS 290B 120/1 - - 0.5 2/NLA 26 N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 3,6





ML MAGLOCK SFP 120/1 - - 0.5 SFP SFP N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 3

PB PAINT BOOTH POWER EHS 150 120/1 - - 0.5 1/NLA 47 N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 3,4

SD SMOKE DAMPER EHS 150BA 120/1 - - 0.5 INV/3 3 700 CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 3,4

MD MOTORIZED DAMPER EHS 150BA 120/1 5 0.6 1/NLA 49 N CB 20 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 3,4

ABBREVIATIONS:







702 = ARTICLE 702, OPTIONAL STANDBY BRANCH ECM = ELECTRICALLY COMMUTATED MOTOR NU = NEAR UNIT OWN = OWNER

OPTIONS:




EQUIPMENT SCHEDULE GENERAL NOTES:

1. ALL WORK BY THIS CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES.

2. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH OTHER TRADES TO AVOID CONFLICTS AND TO VERIFY ALL EQUIPMENT CONNECTION REQUIREMENTS.

3. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE ELECTRICAL SYSTEM PER CONTRACT DOCUMENTS AND ENSURING THE SYSTEM IS OPERATIONAL UPON JOB COMPLETION.

4. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE ELECTRICAL SYSTEM FOR ALL OWNER-FURNISHED APPLIANCES IN ACCORDANCE WITH NEC ARTICLE 422 AND 440.22.

5. THIS CONTRACTOR SHALL PROVIDE ALL BRANCH CIRCUIT WIRING IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND THESE PROJECT DOCUMENTS.

6. PROVIDE ALL POWER WIRING INCLUDING ALL CIRCUITRY CARRYING ELECTRICAL ENERGY FROM PANELBOARD OR OTHER SOURCE THROUGH STARTERS AND DISCONNECTS TO MOTORS, PACKAGED EQUIPMENT, OR PACKAGED CONTROL PANELS. PROVIDE ALL WIRING

BETWEEN CONTROL PANELS AND MOTORS. INCLUDE STARTERS, DISCONNECTS, AND OVERLOAD PROTECTION IF NOT INCLUDED IN SPECIFICATIONS. COORDINATE WITH EQUIPMENT SUPPLIER.

7. PROVIDE A SEPARATE GREEN GROUND FOR EACH MOTOR AND EQUIPMENT CONNECTION ROUTED BACK TO INTEGRAL GROUND BUS OF ASSOCIATED PANELBOARD OR MOTOR CONTROL CENTER. GROUND CONDUCTOR SIZES PER NEC ARTICLE 250.122.

8. PROVIDE A 20 AMP, 125V WEATHER-RESISTANT GFCI RECEPTACLE WITH A WEATHERPROOF IN-USE ENCLOSURE MOUNTED ADJACENT TO ALL HEATING, AIR CONDITIONING AND REFRIGERATION EQUIPMENT INSTALLED ON THE EXTERIOR OF THE BUILDING OR ROOFTOP.

9. VERIFY ELECTRICAL REQUIREMENTS INCLUDING VOLTAGE, HORSEPOWER, STARTER TYPE, AND DISCONNECTING MEANS FOR MOTORS AND EQUIPMENT PRIOR TO ORDERING CIRCUIT BREAKERS, DISCONNECT SWITCHES, AND STARTERS.

EQUIPMENT SCHEDULE NOTES:1. CIRCUIT SHALL BE WIRED TO JUNCTION BOX LOCATED ON TOP OF CLEAN ROOM.

2. REFER TO CORD DROP DETAIL FOR MORE INFORMATION.

3. INFORMATION SHOWN FOR BIDDING PURPOSES ONLY. ELECTRICAL CONNECTION INFORMATION SHALL BE CONFIRMED WITH FINAL EQUIPMENT PURCHASED BY OWNER.

4. CIRCUIT TO PANEL LOCATED IN EHS BUILDING.

5. CIRCUIT TO PANEL IN CHARTER STREET BUILDING.

6. OWNER SHALL VERIFY PLUG TYPE.

7. FURNITURE SYSTEM CONSISTS OF A 3 CIRCUIT, INDEPENDENT NEUTRAL, 8-WIRE SYSTEM. BREAKER AND WIRING INFORMATION IN SCHEDULE IS REQUIRED FOR EACH OF THE THREE CIRCUITS. VERIFY CONNECTION REQUIREMENTS WITH FURNITURE VENDOR.

8. RELOCATE EXISTING CORD REEL FROM REFRIGERATION AREA IN 30N MILLS.

9. REFER TO CORD REEL DETAIL FOR MORE INFORMATION.

EQUIPMENT SCHEDULE - MECHANICAL


PHASE



FURNBY

INSTBY

WIREBY


BYINSTBY

WIREBY

LOC OPTIONSNEMATYPE

OPTIONSMTG

HEIGHT

AC-1 AIR CURTAIN MILLS 155 480/3 (3) 1 2.1 1.7 1H 28,30,32 N CB 15 3 3 12 12 1/2 EC EC EC NU MAG - EC EC EC NU 4 - 3 - 5

AC-2 AIR CURTAIN MILLS 262 480/3 (3) 1 2.1 1.7 1H 34,36,38 N CB 15 3 3 12 12 1/2 EC EC EC NU MAG - EC EC EC NU 4 - 3 - 5

EF-6 EXHAUST FAN MILLS 151 480/3 2 3.4 2.8 1H 35,37,39 N CB 15 3 3 12 12 1/2 MC EC EC NU VFD - EC EC EC NU 4 - 3 - 5

EF-7 EXHAUST FAN MILLS 151 480/3 2 3.4 4.0 1H 22,24,26 N CB 15 3 3 12 12 1/2 MC EC EC NU VFD - EC EC EC NU 4 - 3 - 5

CUH-5 CABINET UNIT HEATER MILLS 218 120/1 0.1 2.5 0.4 2/NLA 1 N CB 15 1 2 12 12 1/2 MFR MFR MFR IU MAN - EC EC EC NU 4 - 3 - 5

CUH-6 CABINET UNIT HEATER MILLS 214 120/1 0.1 2.5 0.4 2/NLA 2 N CB 15 1 2 12 12 1/2 MFR MFR MFR IU MAN - EC EC EC NU 4 - 3 - 5

BCU-1-290B BLOWER COIL UNIT EHS 290B 120/1 1 16 1.9 2/NLA 1 N CB 30 1 2 12 10 1/2 MC EC EC NU MAG - EC EC EC NU 4 - 3 - 4

BCU-2-290B BLOWER COIL UNIT EHS 290B 120/1 1 16 1.9 2/NLA 2 N CB 30 1 2 12 10 1/2 MC EC EC NU MAG - EC EC EC NU 4 - 3 - 4

DC-1 DUST COLLECTOR EHS 208/3 15 46.2 16.6 1/NLC 11,13,15 N CB 90 3 3 6 8 1 MC EC EC NU VFD - EC EC EC NU 4 - 3 - 4

FCU-150BA FAN COIL UNIT (INDOOR) EHS 116 120/1 - - 0.2 1/NLA 6 N CB 15 1 2 12 12 1/2 MC EC EC NU MAN - EC EC EC NU 4 - 3 - 1,4

FCU-150B FAN COIL UNIT (OUTDOOR) EHS 100S 120/1 - - - 1/NLC 17 N CB 20 1 2 12 12 1/2 MC EC EC NU MAN - EC EC EC NU 4 - 3 - 1,4

FCU-1 FAN COIL UNIT EHS 116 120/1 - - - 1/NLA 19 N CB 20 1 2 12 12 1/2 - - - - - - EC EC EC NU 4 - 3 - 1,2,3,4,6

FCU-2 FAN COIL UNIT EHS 100T 120/1 - - - 1/NLC 20 N CB 20 1 2 12 12 1/2 - - - - - - EC EC EC NU 4 - 3 - 1,2,3,4,6

EF-150 INLINE EXHAUST FAN EHS 116 208/3 5 16.7 8.6 1/NLA 5,7,9 N CB 35 3 3 10 10 1/2 MC EC EC NU MAG - EC EC EC NU 4 - 3 - 4,7

EF-150BA INLINE EXHAUST FAN EHS 116B 120/1 0.5 9.8 1.7 1/NLA 18 N CB 20 1 2 12 12 1/2 MC EC EC NU MAN - EC EC EC NU 4 - 3 - 4

EF-290C INLINE EXHAUST FAN EHS 290B 120/1 0.5 9.8 1.7 2/NLA 3 N CB 20 1 2 12 12 1/2 MC EC EC NU MAN - EC EC EC NU 4 - 3 - 4

RM REFRIGERANT MONITOR EHS 290B 120/1 - - - 2/NLA 4 N CB 15 1 2 12 12 1/2 - - - - - - - - - - - - 3 - 4

RTU-1 PAINT BOOTH MAKEUP AIR EHS ROOF 208/3 10 24.2 11.0 SD SD N CB SD SD SD SD SD SD MC EC EC 150 VFD - EC EC EC NU 4 - 3 - 4

RTU-1A PAINT BOOTH MAKEUP AIR EHS ROOF 208/3 10 24.2 11.0 SD SD N CB SD SD SD SD SD SD MC EC EC 150 VFD - EC EC EC NU 4 - 3 - 4

CP-150BA INLINE EXHAUST FAN EHS 150 120/1 0.5 9.8 1.7 1/NLA 45 N CB 20 1 2 12 12 1/2 MFR MFR MFR NU ECM - EC EC EC NU 4 - 3 - 4

CP-RTU-1 INLINE EXHAUST FAN EHS 150B 208/3 1 4.6 2.4 2/NLA 31,33,35 N CB 15 3 3 12 12 1/2 MC EC EC NU VFD - EC EC EC NU 4 - 3 - 4

AC-3 AIR CURTAIN CHARTER 131 208/3 (2) 1/2 2.4 0.8 1/NLA 44 N CB 15 3 3 12 12 1/2 EC EC EC NU MAG - EC EC EC NU 4 - 3 - 8

AC-4 AIR CURTAIN CHARTER 131 208/3 (2) 1/2 2.4 0.8 1/NLA 46 N CB 15 3 3 12 12 1/2 EC EC EC NU MAG - EC EC EC NU 4 - 3 - 8

CUH-1A CABINET UNIT HEATER CHARTER 122 120/1 0.25 5.8 1.0 1/NLA 38 N CB 15 1 2 12 12 1/2 EC EC EC NU MAG - EC EC EC NU 4 - 3 - 8

CUH-1B CABINET UNIT HEATER CHARTER 128 120/1 0.25 5.8 1.0 1/NLA 40 N CB 15 1 2 12 12 1/2 EC EC EC NU MAG - EC EC EC NU 4 - 3 - 8

EF-21 EXHAUST FAN CHARTER 122 120/1 0.06 1.3 0.2 1/NLA 39 N CB 15 1 2 12 12 1/2 EC EC EC NU MAG - EC EC EC NU 4 - 3 - 8

ABBREVIATIONS:







702 = ARTICLE 702, OPTIONAL STANDBY BRANCH ECM = ELECTRICALLY COMMUTATED MOTOR NU = NEAR UNIT OWN = OWNER ECM = EKECTRONICALLY COMMUTATED MOTOR

OPTIONS:




EQUIPMENT SCHEDULE NOTES:1. EQUIPMENT IS EXISTING TO BE RELOCATED. SEE MECHANICAL PLANS FOR MORE INFORMATION.

2. MOTOR CONTROLLER IS EXISTING TO BE REUSED.

3. EXACT EQUIPMENT ELECTRICAL CONNECTION REQUIREMENTS ARE UNKNOWN. EC SHALL VERIFY EQUIPMENT REQUIREMENTS PRIOR TO ROUGH-IN AND INSTALLATION.

4. CIRCUIT TO PANEL LOCATED IN EHS BUILDING.

5. CIRCUIT TO PANEL LOCATED IN 30N MILLS BUILDING.

6. INFORMATION SHOWN FOR BIDDING PURPOSES ONLY. ELECTRICAL CONNECTION INFORMATION SHALL BE CONFIRMED WITH FINAL EQUIPMENT PURCHASED BY OWNER.

7. EXHAUST FAN IS PROVIDED WITH PAINT BOOTH.

8. CIRCUIT TO PANEL LOCATED IN CHARTER STREET BUILDING.

CONTROL MODULE SCHEDULE

DES INTERFACED WITH ACTIVATION DESCRIPTION

FACP-1A EXISTING FACP ACTIVATES UPON ALARM IN EXISTING FACP, SENDS ALARM SIGNAL TO NEW FACP

FACP-1B EXISTING FACP ACTIVATES UPON TROUBLE IN EXISTING FACP, SENDS TROUBLE SIGNAL TO NEW FACP

FACP-1C EXISTING FACP ACTIVATES UPON SUPERVISORY IN EXISTING FACP, SENDS SUPERVISORY SIGNAL TO NEW FACP

FACP-1D NEW FACP ACTIVATES UPON ALARM IN NEW FACP, SENDS ALARM SIGNAL TO EXIISTING FACP

FACP-1E NEW FACP ACTIVATES UPON TROUBLE IN NEW FACP, SENDS TROUBLE SIGNAL TO EXIISTING FACP

FACP-1F NEW FACP ACTIVATES UPON SUPERVISORY IN NEW FACP, SENDS SUPERVISORY SIGNAL TO EXIISTING FACP

PB-1A PAINT BOOTH ACTIVATES UPON ALARM IN FACP.

RTU-1A RTU-1 SHUTDOWN RTU-1, ACTIVATES UPON RTU-1 DUCT SMOKE DETECTOR ACTIVATION.

RTU-1B RTU-1 SMOKE DAMPER CLOSE RTU-1 DAMPER, ACTIVATES UPON RTU-1 DUCT SMOKE DETECTOR ACTIVATION.

CONTROL MODULE SCHEDULE NOTES:

1.

MONITOR MODULE SCHEDULE

DES. DEVICE MONITORED FIRE ALARM SYSTEM RESPONSE

FACP-1A EXISTING FACP INITIATES AN ALARM IN EXISTING FACP UPON RECEIPT OF ALARM SIGNAL FROM NEW FACP

FACP-1B EXISTING FACP INITIATES AN TROUBLE IN EXISTING FACP UPON RECEIPT OF TROUBLE SIGNAL FROM NEW FACP

FACPI-1C EXISTING FACP INITIATES AN SUPERVISORY IN EXISTING FACP UPON RECEIPT OF SUPERVISORY SIGNAL FROM NEW FACP

FACP-1D NEW FACP INITIATES AN ALARM IN NEW FACP UPON RECEIPT OF ALARM SIGNAL FROM EXISTING FACP

FACP-1E NEW FACP INITIATES AN TROUBLE IN NEW FACP UPON RECEIPT OF TROUBLE SIGNAL FROM EXISTING FACI

FACP-1F NEW FACP INITIATES AN SUPERVISORY IN NEW FACP UPON RECEIPT OF SUPERVISORY SIGNAL FROM EXISTING FACP

PB-1A PAINT BOOTH INITIATES AN ALARM UPON RECEIPT OF ALARM SIGNAL FROM PAINT BOOTH CONTROL PANEL.

PB-1B PAINT BOOTH INITIATES A TROUBLE UPON RECEIPT OF TROUBLE SIGNAL FROM PAINT BOOTH CONTROL PANEL.

PB-1C PAINT BOOTH INITIATES A SUPERVISORY UPON RECEIPT OF SUPERVISORY SIGNAL FROM PAINT BOOTH CONTROL PANEL.

MONITOR MODULE SCHEDULE NOTES:

1.

HORIZONTAL CABLING SCHEDULE

DESDATA FACEPLATE

DETAILNOTES

QUANTITY TYPE CABLE COLOR JACK COLOR

1D 1 CAT 6 BLUE ORANGE 6 / E520

2D 2 CAT 6 BLUE ORANGE 6 / E520

WAP 2 CAT 6A GREEN GREEN 6 / E520 2

C-xx 1 CAT 6 BLUE ORANGE 1

D,P2P 3

CLG,P2P 4

CABLE SPECIFICATIONS NOTES:

1. Cables to camera locations shall be terminated, tested and coiled at outlet box for future installation by others.

2. Wireless access points shall utilize Cat6A UTP cable.

3. D,P2P locations are conduit roughin only. Each location will be comprised of a 5x5 deep outlet box with 2 - 1.25" conduits routed up to

the accessible ceiling space above inside the room.

4. CLG,P2p locations are conduit roughin only. Each location will be comprised of a 4x4 junction box ceiling mounted adjacent to projector.

2

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CONSULTANTS:


414.220.9640T







CD

08/20/2021

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210305


2 9-12-2

1

Addendum 22 9-12-2

1

Addendum 2

UP

UP

RE

F.

RE

F.

REF.

RE

F.

P

TT

T

1 2 3 4 5 6 7

A

B

C

D

E

F

3

SG-EX(280)

SG-EX(280)

SG-EX(280)

SG-EX(100)

SG-EX(70)

SG-EX(135)

SG-EX(135)

SG-EX(50)

SG-EX(55)

SG-EX(50)

SG-EX(70)

EX 25/9

NEW STRUCTURAL REINFORCEMENT (TYP.)

1

1 1/2" HWS

1 1/2" HWR

1 1/2" HWR

1 1/2" HWS

25/9

1 2 3 4 5 6 7

A

B

C

D

E

F

4

4

4

4

4

4

4

EX

10/6

16/15EX 16/15

VVBR -15

VVBR -16

VVBR -17

1

CAP EXISTING 3/4" BRANCH

16ø

16ø

16ø

16ø 20/12

20/121 1/2" LPS

SG-1

(265)

TYP. OF 10

SG-1

(265)

TYP. OF 10

23"

LP

S

25/2

5

ADJUST 25/25 OA

DUCT AS SHOWN TO

PASS BELOW NEW

STRUCTURAL

REINFORCEMENT

DUCT RUN OUT SHOULD BE INSTALLED TIGHT TO THE UNDERSIDE OF NEW

STRUCTURAL MEMBERS

ONCE CLEAR OF STRUCTURAL OBSTRUCTION, INSTALL DUCTWORK AS HIGH

AS POSSIBLE, ALLOWING ROOM TO SERVICE VAV BOX

DUCT PRESSURE SENSOR IN 38/16 SA RISER

VVBR-15

VV

BR

-16

VV

BR

-17

NEW 3/4" HWS/R DOWN FROM

1ST FLOOR TO SERVE VVBR-15

1" HWS

1" HWR

EX-TCP

OFFICE WORKROOM9

OFFICE9C

OFFICE15A

OPEN OFFICEB100P

VEST.B100N

ELEV 1B100H

STAIR 2B100B

MAIL41

UTIL.37

CUSTODIALSERVICES LAUNDRY

35

MECH.31

MECH27A

VEST.B100J

RESTROOM2 OFFICE

18

OFFICE12

RESTROOM6

CONF.19

OFFICE17

OFFICE15

CLT23

CORRIDORB100K

MECH.27

1

1

M1.200

2

EX 24/16 SA

FROM ABOVE

1

1

1

1

1

1 1

/2"

PC

R

1

EXISTING 1-1/2" HWS/R TO LEVEL 1 TO REMAIN

EX 38/16 SA UP THROUGH FLOOR JOISTS 1

EX 76/18

EG-EX(225)

EX-EG(225)

CONTRACTOR TO VERIFY EXISTING DUCT AND PIPING

SIZES BEFORE BEGINNING THE WORK. ANY CONFLICT

WITH THESE DRAWINGS SHALL BE REPORTED TO THE ENGINEER IN WRITING FOR REVIEW AND DIRECTION. ONCE

THE WORK HAS BEGUN, ANY FIELD CONDITION FOUND TO

BE IN CONFLICT WITH THESE DRAWINGS WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO CORRECT.

UNTAGGED PIPING MAY BE ASSUMED TO BE 3/4" UNLESS

OTHERWISE NOTED.

RETAIN THERMOSTATS AND DIFFUSERS THAT ARE REMOVED IN THE DEMO PHASE FOR REUSE IN NEW

LOCATIONS DURING CONSTRUCTION. CLEAN DIFFUSERS

AND REPLACE ALL REMOVED FLEX DUCT BEFORE REUSE.

UNUSED, REMOVED THERMOSTATS AND DIFFUSERS SHALL BE TURNED OVER TO THE OWNER UNLESS

OTHERWISE NOTED.

ANY AFFECTED SYSTEMS SHOULD BE CLEANED AND REBALANCED AFER WORK IS COMPLETED.

GENERAL NOTES

-

-

-

-

OFFSET EXISTING DUCTWORK TO AVOID CONFLICT WITH

STRUCTURAL REINFORCEMENT AS SHOWN.

OFFSET EXISTING PIPING TO AVOID CONFLICT WITH

STRUCTURAL REINFORCEMENT AS SHOWN. PROVIDE NEW

DRAINS AND VENTS AS REQUIRED FOR NEW OFFSETS.

EXISTING 6X6 EXHAUST RISER TO REMAIN.

REPLACE DIFFUSER. CLEAN DIFFUSER BEFORE

REINSTALLING IN CEILING GRID AFTER STRUCTURAL WORK IN COMPLETED.

KEYED NOTES

1

2

3

4

1

2

F

2

F

22

F

EXISTING TELEPHONE EQUIP

EXISTING WATER HEATER

EXISTING WATER SOFTNER

EXISTING WATER SOFTNER BRINE TANK

EXISTING 8" STEAM RELIEF VENT

UP THROUGH ROOF TO REMAIN

EXISTING 185# STEAM FROM

CAMPUS PLANT TO REMAIN

EXISTING MECHANICAL STARTER PANEL TO REMAIN

EXISTING TEMPERATURE CONTROL PANEL TO REMAIN

EXISTING 1-1/2" STEAM PRV

TO REMAIN

EXISTING 10# LPS

EXISTING DUPLEX CONDENSATE

PUMP TO REMAIN

EXISTING 3" LPS TO REMAIN

EXISTING 4" LPS TO REMAIN

EXISTING 3" LPS

EXISTING 4" LPS CAPPED

FIELD VERIFY MEASUREMENTS FOR NEW STRUCTURAL

MEBERS TO CONFIRM NO CONFLICT BEWTEEN EXISTING STEAM SHUTOFF VALVE AND NEW COLUMN

FIELD VERIFY MEASUREMENTS FOR NEW

STRUCTURAL MEBERS TO CONFIRM NO

CONFLICT BEWTEEN EXISTING STEAM

PIPING AND NEW BEAMS. REFER TO IMAGES ON M1-100 FOR MORE

INFORMATION

EX ET

EXISTING SHELL AND TUBE STEAM TO HW

HEAT EXCHANGER TO REMAIN

1-1/2" HWS

1-1/2" HWR

EXISTING INLINE HWS PUMPS TO

REMAIN. PUMPS STACKED ALONG WALL

FIELD VERIFY MEASUREMENTS FOR NEW

STRUCTURAL MEBERS TO CONFIRM NO CONFLICT BEWTEEN EXISTING HWS/R PIPES

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CONSULTANTS:


414.220.9640T







CD

08/20/2021

M1.200

BU

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210305


Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 MECHANICAL PLAN - BASEMENT

Scale:

0' 1' 2' 3'6"

1/2" = 1'-0"2 EXISTING MECHANICAL ROOM 31

2

1 9-3-21 Addendum 1

2 9-12-21 Addendum 2

1 9-3-21 Addendum 1


DN

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MATERIALRECEIVING

141

SG-EX(175)

SG-EX(125)

SG-EX(70)

SG-EX(70)

SG-EX(70)

SG-EX(590)

SG-EX(240)

SG-EX(240)

SG-EX(500)

SG-EX(250)

SG-EX(125)

SG-EX(110)

SG-EX(100)

SG-EX(190)

SG-EX(190)

SG-EX(245)

SG-EX(245)

SG-EX(330)

SG-EX(175)

VVBR-9A

EX 20/17

EX

20/1

7 VVBR-6 EX 8/8

EX 36/14 EX 12/12

EX 16/38 SA UP

EX 10/8 VVBR-11

EX

14/6

FTR- EX

FTR- EX

FTR- EX FTR- EX FTR- EX

VVBR-4

VVBR-2

VVBR-3

VVBR-5

VVBR-1

VVBR-11

VVBR-13

VVBR-9

EX

10/6

EX

10/6EX 10/8

EX 10/10 EX 12/14

EX 8/14

EX

18/7

EX

12/1

0

EX 16/8

EX 14/14EX 14/14 EX 18/14

EX

8/4

EX 8/4

EX 8/8

EX

8/4

EX 10/10EX 14/12

EX 10/6 EX 10/8

EX 10/6

EX

14/8

EX

14/6

EX 10/4

VVBR-8

EX

14/6

EX

14/6

EX 14/8

STORAGE SHELVES144

WORKSTATION ZONE151

CONF. RM.101

ENTRY LOBBY100J

STAIR 1100A

OPEN STOCK ZONE152

FUTUREELEVATOR

SHAFTN

UNISEX122

UNISEX128

PICKING AREA148

SERVICE VEHICLEMATERIAL LOADING

ZONE131

OFFICE125

SG-EX(425)

SG-EX(425)

VV

BR

-2

FT

R-E

X

VV

BR

-4

FT

R-E

X

3 3

2

4

CUH -1

CUH -1

5

EX 14/6

EX

14/6

VVBR-12

1

CUH-1

CUH-1

6

VV

BR

-9A

VV

BR

-6

VV

BR

-11

VV

BR

-8

VV

BR

-14

(ON

ME

ZZ

)

VV

BR

-5

VVBR-9

VVBR-10

VVBR-12VVBR-13

VVBR-11

VVBR-1

VV

BR

-3

1

1

1

1

1

1

1

7

EG-EX(75)

EG-EX(75)

6ø

6ø

1 2 3 4 5 6 7

A

B

C

D

E

FVVBR-10

8

EX 12/8

EX 10/610/6

10/4 10/4

AC -2AC -1

EX UH

TO REMAIN

12ø

12ø

TG-1(590)

TG-1(590)

SG-EX(870)

EX

20/1

01 1

/2"

HW

R

1 1/4" HWR

3/4

" H

WR

EX

38/1

6

1 1

/2" H

WS

NEW 3/4" HWS/R DOWN TO

BASEMENT TO SERVE VVBR-15

MOTOR CONTROLLER AC-1 MOTOR CONTROLLER AC-2

EX 24/16 SA DOWN

TO BASEMENT

EXISTING OA INTAKE LOUVER

1

EX 38/16 SA DOWN THROUGH FLOOR JOISTS

1-1/2" HWS/R DN TO BASEMENT

EX 44/16 SA UP

THROUGH ROOF

EX 3/4" HWS/R UP TO VVBR-14 ON MEZZ

20/10 SA UP TO MEZZ

18/14 SA UP TO MEZZ

EX 10/10 SA UP TO MEZZ

1

1

1

1

1

1

1

STARTER

FOR EF-21

1

2

CONTRACTOR TO VERIFY EXISTING DUCT AND PIPING

SIZES BEFORE BEGINNING THE WORK. ANY CONFLICT

WITH THESE DRAWINGS SHALL BE REPORTED TO THE ENGINEER IN WRITING FOR REVIEW AND DIRECTION. ONCE

THE WORK HAS BEGUN, ANY FIELD CONDITION FOUND TO

BE IN CONFLICT WITH THESE DRAWINGS WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO CORRECT.

UNTAGGED PIPING MAY BE ASSUMED TO BE 3/4" UNLESS

OTHERWISE NOTED.

RETAIN THERMOSTATS AND DIFFUSERS THAT ARE REMOVED IN THE DEMO PHASE FOR REUSE IN NEW

LOCATIONS DURING CONSTRUCTION. CLEAN DIFFUSERS

AND REPLACE ALL REMOVED FLEX DUCT BEFORE REUSE.

UNUSED, REMOVED THERMOSTATS AND DIFFUSERS SHALL BE TURNED OVER TO THE OWNER UNLESS

OTHERWISE NOTED.

ANY AFFECTED SYSTEMS SHOULD BE CLEANED AND REBALANCED AFER WORK IS COMPLETED.

GENERAL NOTES

-

-

-

-

RELOCATED EXISTING THERMOSTAT.

ATTACH NEW PIPING TO EXISTING BRANCH PIPE AS

SHOWN.

RELOCATED EXISTING DIFFUSER WITH NEW FLEX DUCT.

CONFIRM THAT EXISTING DUCT WILL BE AT LEAST 6"

ABOVE 9' SHELVING.

RELOCATED EXISTING VAV BOX, REHEAT COIL AND

SUPPLY DUCTWORK AS SHOWN. EXTEND EXISTING HOT

WATER PIPING TO RELOCATED BOX.

EXISTING 6X6 EXHAUST RISER FROM BASEMENT TOILET

GROUP TO REMAIN.

NEW 10X10 EXHAUST RISER UP TO NEW EF-21 ON ROOF.

SEE SCHEDULES FOR ADDITIONAL FAN INFORMATION.

RELOCATED EXISTING VAV BOX AND ASSOCIATED DUCTWORK TO NEW LOCATION AS SHOWN. CONNECT

NEW DUCTWORK FROM EXSITING VAV BOX DISCHARGE

TO EXISTING DIFFUSERS.

KEYED NOTES

1

2

3

4

5

6

7

8

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CONSULTANTS:


414.220.9640T







CD

08/20/2021

M1.201

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Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 MECHANICAL PLAN - LEVEL 01

1 9-3-21 Addendum 1


1 9-3-21 Addendum 1


DN

DN

DN

DN

DN

T

DN

DNDN

DN

DN

1 2 3 4 5 6 7 8 9 10 11 12

A

B

C

D

E

F

E1

G

H

1 2 3 4 5 6 7 8 9 10 11 12

A

B

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F

E1

G

H

REFRIGERATION

290C

981 SF

CNT STORAGE290

FREIGHT ELEVATOR200Z

CNT STORAGE290A

OFFICEE

CONFERENCEE

STAIR DE

MENSE

1

M2.400

6"ø DUCT DOWN TO TABLE

(200 CFM)(SEE DETAIL 6/M2-M600)

6ø

8ø

EF-290C

MOD

8"ø DUCT UP

1

2" CA DN

2

2"

CA

2" CA

3

EXISTING COMPRESSED

AIR TANK

EXISTING AIR

COMPRESSOR(S)

2" CA

44

BCU-1-290C BCU-2-290C

1 1/4 CHWS

1 1/4 CHWR

1 1/4 CHWS

1 1/4 CHWR

T

T-STAT

BCU-1-290BBCU-2-290B

3/4" DRAIN3/4" DRAIN

1" DRAIN 3/4" DRAIN

1" DRAIN DOWN

TO HUB DRAIN

EX 40/28

EX 46/24

EX 46/24

EX 40/24

EX 4" CWEREX 4" CWES

EX 4" CWR

EX 4" CWS

EX 1 1/2" G

EX

18/1

8

EX 1 1/2"

HWR

EX 3" HWS

EX 1 1/2"

HWS

EX

4"

HW

R

EX 44/30

EXSG(1110)

EXSG(1110)

EXSG(1110)

EXSG(1110)

EXSG(1110)

EXSG(1110)

EXSG(400)

EX

42/2

4

EX-AHU-07

EX-AHU-8

EX 2" CWS

EX 2" CWREX 3" CWS

EX 3" CWR

EX 126/30

5

6ø

36"x36" EXHAUST DUCT

UP TO ROOF.

(SEE DISCHARGE DETAIL 10-M2.601)

SG-5(1000)

(TYP-4)

EX-AHU-2

EX-AHU-1

EX 52/30

EX 24/20

EX-AHU-5

EX 52/36

EX 52/36

EX-B

EX-AHU-6

EX-F-2

EX 68/20

EX 24/20 DN

EX 12/76

EX-CWP-01

EX-CWP-02

EX-HX

EX-HWP-02

EX-HWP-01

EX-WH

EX-ET

EX

28/1

2

EX

20/1

2

EX

24/1

2

EX-UH-1A

EX-UH-1A

EX-F-1EX 68/20EX 24/20

EX 12/76

EX-UH-1A

EX-UH-1A

EX-UH-1A

EX-UH-1A

EX-UH-1A EX-UH-1B

EX

36/60 UP

EX 36/60 UP

EX 1 1/2"

HWR

2

M2.204

36"x36" SUPPLY

DUCT DOWN

4" CWS UP

4" CWR4" CWS

4" CWR4" CWS

4" CWS4" CWR

4" CWS4" CWR

4"

CW

S4"

CW

R

4"

CW

R4"

CW

S

3" HWS

3" HWR

3" HWS3" HWR

3"

HW

S3"

HW

R

3" HWS3" HWR

3"

HW

R3"

HW

S

NEW 3" HWS & HWR DOWN TO

NEW HWS/HWR PIPING

INSTALLED IN 20J1L ON THE DISCHARGE SIDE OF PUMPS

NEW 4" CWS & CWR DOWN TO NEW

CWS/CWR PIPING INSTALLED IN 20J1L ON THE DISCHARGE SIDE OF PUMPS

6

6

6

6

6

6

6

7

EXPLOSION

ISOLATION DAMPER

DC-1

16ø

MIN. 5 PIPE DIAMETER

MIN. 5 PIPE DIAMETER16ø EA DN

16ø EA DN

EXISTING TEMP

CONTROL PANEL

4" CWR UP

CP-RTU-1

3" HWR UP

3" HWS UP

8

8

88

8

88

8

M

S

SMOKE DAMPER

MOD

REFRIGERATION ROOM 290B IS LIMITED TO THE

FOLLOWING LBS OF REFRIGERANT;

R-22 = MAXIMUM 123 LBSR-134a = MAXIMUM 123 LBS

R-410a = MAXIMUM 276 LBS

THE MAXIMUM LIMITS OF THE REFRIGERANT ASSUME THE

PIPING TO CONTAIN 2% OF THE TOTAL VOLUME.

FOR ANY OTHER REFRIGERANTS USED OR STORED IN

THIS AREA NEEDS TO FOLLOW THE LIMITS SET BY

ASHRAE 34 TABLE 4-1 REFRIGERANT DATA AND SAFETY CLASSIFICATIONS.

CORE DRILL NEW FLOOR PENETRATION FOR

COMPRESSED AIR PIPING.

NEW 2" COMPRESSED AIR PIPING DOWN TO THE

DISCHARGE SIDE OF THE EXISTING COMPRESSORS /

COMPRESSED AIR TANK.

KEYED NOTES

1

2

3

4

5

6

3/4" CA DOWN TO ISOLATION VALVE AND CA HOSE QUICK

CONNECT.

NEW COLUMN MOUNTED SWITCH WITH RED INDICATOR

LIGHT FOR SNORKEL EXHAUST FAN OPERATION.

MECHANICAL CONTRACTOR TO CUT AND PATCH NEW

PIPE PENETRATION THROUGH WALL FOR NEW PIPING.

SEE DETAIL 2/M2.601

MECHANICAL CONTRACTOR TO CUT AND PATCH NEW

DUCT PENETRATION THROUGH FLOOR FOR NEW

DUCTWORK. SEE DETAIL 6/M2.601

MECHANICAL CONTRACTOR TO REMOVE / REINSTALL

CEILING OR CUT AND PATCH CEILING AS NEEDED TO

INSTALL NEW PIPING. IF CEILING IS REQUIRED TO BE

PAINTED, IT SHALL BE PAINTED TO MATCH THE REMAINING EXISTING.

7

8

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NUMBER

REVISIONS:

SCALE VARIES

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S S

.C.

CONSULTANTS:


414.220.9640T

CD

08/20/2021

M2.202

BU

ILD

ING

2 -

ME

CH

AN

ICA

L P

LA

N -

LE

VE

L 0

2

05

49-2

11

7 F

P&

M P

HY

SIC

AL

PL

AN

T R

ELO

CA

TIO

N

BU

ILD

ING

1: 4

5 N

CH

AR

TE

R S

T. M

AD

ISO

N, W

I 5

37

15

BU

ILD

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2: 3

0 E

CA

MP

US

MA

LL

MA

DIS

ON

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I 5

37

15

BU

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3: 3

0 N

MIL

LS

ST

MA

DIS

ON

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I 5

37

15

210305


Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 MECHANICAL PLAN - LEVEL 02

2


1 2 3 4 5

A

B

C

D

E

F

E1

G

1 2 3 4 5

A

B

C

D

E

F

E1

G

2

M2.204

36"x36" EXHAUST DUCT DOWN

RTU-1 DISCHARGE PLENUM

TO TRANSITION BELOW

ROOF TO 36"x36" SUPPLY DUCT DOWN TO 1ST FLOOR

EXHAUST DISCHARGE

(SEE DETAIL 10 M2.601)

RTU-1

PIPE DOGHOUSE

OPEN TO BELOW THRU ROOF CURB

3" HWR DN

3" HWS DN

4" CWS DN

4" CWR DN

DSD

DUCT SMOKE DETECTOR TO

BE LOCATED WITHIN RTU-1 SUPPLY PLENUM

COIL PULL

CLEARANCE

FAN(S) SERVICE

CLEARANCE

FILTER CLEARANCE

OUTDOOR AIR

INTAKE

ROOF TOP UNIT SUPPORT PLATFORM (SEE

STRUCTURAL DRAWINGS FOR DETAIL)

1

2

LEVEL 01ELEV: 100' - 0"

LEVEL 02ELEV: 114' - 2"

MEZZELEV: 127' - 8"

ROOF LEVELELEV: 142' - 8"

DE

LEVEL 010' - 0"

LEVEL 0214' - 2"

MEZZ27' - 8"

ROOF LEVEL42' - 8"

DE

LEVEL 010' - 0"

LEVEL 0214' - 2"

MEZZ27' - 8"

ROOF LEVEL42' - 8"

DE14

Temp. Level 1ELEV: 114' - 2"

SG-6(2285)

SG-6(2285)

SG-6(2285)

SG-6(2285)

24/48

36/3

6

36/3

6

48/24

PAINT BOOTH EXHAUST DISCHARGE

(SEE DETAIL 10 M2.601)

36/3

6

36/3

6

36/3

642ø

40ø

RTU-1

SMOKE DAMPER

DSD

COIL PULL CLEARANCE

FAN(S) SERVICE CLEARANCE

ROOF TOP UNIT SUPPORT

PLATFORM (SEE STRUCTURAL DRAWINGS FOR DETAIL)

EX 20/14

EX 6/18

6/18

EXSG

(1000)

EXSG

(1000)

36/2

6

36/2

6

80/36

PAINT SHOP150

1178 SF

OFFICEE100WW235 SF

OFFICEE100YY1360 SF

1

2

M S

MOD

3

EXTEND A DOUBLE WALL SHEET METAL ENCLOSURE

WITH 2" OF RIGID INSULATION DOWN TO ROOF BELOW

THE RTU SUPPORT STRUCTURE. PROPERLY FLASH AND INSULATE ROOF. PIPE DOGHOUSE TO BE OPEN TO

PLENUM BELOW.

PROVIDE TWO DUCT DROPS THROUGH THE ROOF TO SPLIT THE EXISTING ROOF JOIST STRUCTURE. CONNECT

DUCT DROPS TO A SINGLE MAIN DUCT BELOW THE ROOF.

INSULATE THE EXPOSED EXHAUST DUCTWORK UP TO THE ROOF.

KEYED NOTES

1

2

3

SH

EE

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ITLE

:

SHEETNUMBER

DATE ISSUED

SETTYPE

PROJECT NUMBER

REVISIONS:

SCALE VARIES

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CONSULTANTS:


414.220.9640T

CD

08/20/2021

M2.204

BU

ILD

ING

2 -

ME

CH

AN

ICA

L P

LA

N -

RO

OF

0549

-211

7 F

P&

M P

HY

SIC

AL

PLA

NT

RE

LOC

AT

ION

BU

ILD

ING

1: 4

5 N

CH

AR

TE

R S

T. M

AD

ISO

N, W

I 537

15B

UIL

DIN

G 2

: 30

E C

AM

PU

S M

ALL

MA

DIS

ON

, WI 5

3715

BU

ILD

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3: 3

0 N

MIL

LS S

T M

AD

ISO

N, W

I 537

15

210305


Scale:

0' 4' 8' 12'2'

1/8" = 1'-0"1 MECHANICAL PLAN - ROOF

Scale:

0' 2' 4' 6'1'

1/4" = 1'-0"2 MECHANICAL PAINT BOOTH SECTION (SOUTH)

2


2

TS

TS

T

T SPDP

S

SD

M

AIR HANDLING UNIT BALANCING DATA (RTU-1)

HWR

SYSTEMSERVES

1

NO.

E.A. CFM

MIN.

MIN. O.A.

MIN.

1

16,0005,00016,000

MIN. MAX.

SAF CFM

MAX.

-

MAX.

2

5,000

EF#/CFM

RELATED EXHAUST FAN4

-

MIN.

3

--

MAX.

R.A. CFM5

TOTAL

16,000

CFM

FILTER BANK

2

PUMP

1

AC

CE

SS

SE

CT

ION

AC

CE

SS

SE

CT

ION

AC

CE

SS

SE

CT

ION

DUCTWORK

SUPPLY AIR

PAINT BOOTH

M.O.D.

FILTER BANKDIFFERENTIALPRESSUREGAUGE (TYP.)

HOT WATER(PUMPED)HEATING COIL

OUTSIDE AIRDAMPER

FREEZE STATBY TCC.

CHILLEDWATERCOOLING COIL

PRESSURE RELIEFDOOR

DISCHARGE AIRPLENUM

S.A.F.VARIABLEFREQUENCYDRIVE

SUPPLY AIR FAN(S.A.F.) W/ A.F.M.S.AT FAN INLET

PROVIDE WELL FORTEMPERATURE SENSOR (TYP.)

SMOKE DAMPER

TEMPERATURESENSORS &CONTROL BY TCC

SAF STATICPRESSURE SENSOR& CONTROL BY TCC

--EF-150

PAINT BOOTH EXHAUST FAN EF-150

5

TEMPERATURECONTROLINTERLOCKCONTROLS BY TCC.

EXHAUST FANSTARTER

PAINT BOOTHEXHAUST AIR

16,000

EXHAUST AIRUP TO ROOF

M.O.D.

NO SCALE

CHILLED WATER COIL PIPING DETAIL1NO SCALE

PUMPED HOT WATER COIL PIPING DETAIL2

NO SCALE

RTU-1 SYSTEM SCHEMATIC3

THERMOMETER

PLUG (TYP.)P/T TEST

ISOLATION VALVE (TYP.)

HEATING COIL (TYP.)

UNION (TYP.)

INLINE CIRCULATING PUMP

MANUAL KEY TYPE

CHECK VALVE

HWR

HWS

PRESSURE GAUGEWITH 1/4" GAUGEVALVES

AIR VENT (TYP.)

AIR VENT, 1/4" BALL VALVE.

TO ALLOW COMPLETE VENTING

INSTALL IN HIGH POINT OFHEADER OR RETURN PIPE

OF AIR FROM COIL

(TYP.)


3/4" DRAIN VALVE WITH

3/4" HOSE CONNECTION

AND PRESSURE RATED HOSE CAP.

DOWN OF COIL.

ALLOW COMPLETE DRAIN

HEADER OR SUPPLY PIPE TO

INSTALL IN LOW POINT OF

TWO WAY TEMPERATURE

CONTROL VALVE

FLOW MEASURING DEVICE (TYP.)

2" DRAIN VALVE WITH

PRESSURE RATED CAP.

PROVIDE AT LEAST 30" OF CLEAR SPACEBETWEEN PIPING AND AIR HANDLING UNIT.DO NOT BLOCK AIR HANDLING UNIT ACCESSDOORS.

CWS

CWR

TWO WAY TEMPERATURECONTROL VALVE

P/T TEST PLUG (TYP.)

AIRFLOW

CHILLED WATER COIL

THERMOMETER (TYP.)


UNION IN OFFSETFOR COIL REMOVAL(TYP.)

PVC

FLOW MEASURING

ROUTE TONEARESTSUPPLY DUCT.

DEVICE.

2" LOCKABLE BALL VALVE PER 23 05 23.

STEEL

2" COIL AIR DRY PIPE. USE CHILLEDWATER PIPING PER 23 21 13.

DDC TEMPERATURE SENSOR IF REQUIRED.PER SECTION 23 09 14.

3/4" DRAIN VALVE WITH

3/4" HOSE CONNECTION

AND PRESSURE RATED HOSE CAP.

DRAIN DOWN OF COIL (TYP.).HEADERS TO ALLOW COMPLETEINSTALL IN LOW POINT OF

2" DRAIN VALVE WITH PRESSURE RATED CAP.INSTALL THE CAP AT LEAST 12" ABOVE THEFLOOR OR EQUIPMENT PAD OR INSTALL VALVEIN THE HORIZONTAL POSITION AS INDICATED.

AIR VENT, 3/4" BALL VALVE W/3/4" HOSE CONNECTION ANDPRESSURE RATED CAP. INSTALL IN HIGH POINT OF COILHEADERS TO ALLOW COMPLETE VENTING OF AIR FROM COIL(TYP.).

DO NOT ROUTE PVCPIPING WITHIN THE AIRHANDLING UNIT.

PROVIDE AT LEAST 30" OF CLEAR SPACEBETWEEN PIPING AND AIR HANDLING UNIT.DO NOT BLOCK AIR HANDLING UNIT ACCESSDOORS.

LOCATE 6'-0" MAX. FROM

COOLING COIL.

NOTES:

1. CONTRACTOR TO VERIFY IF GLYCOL WAS INSTALLED IN BUILDING CHILLED WATERSYSTEM PRIOR TO INSTALLING AIR LINES. IF GLYCOL WAS INSTALLED, AIR LINES ARENOT REQUIRED.

HWS

CWR

CWS

SH

EE

T T

ITLE

:

SHEET

NUMBER

DATE

ISSUED

SET

TYPE

PROJECT

NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020, C

ON

TIN

UU

M A

RC

HIT

EC

TS

+ P

LA

NN

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S S

.C.

CONSULTANTS:


414.220.9640T

CD

08/20/2021

M2.602

BU

ILD

ING

2 -

ME

CH

AN

ICA

L D

ET

AIL

S

05

49-2

11

7 F

P&

M P

HY

SIC

AL

PL

AN

T R

ELO

CA

TIO

N

BU

ILD

ING

1: 4

5 N

CH

AR

TE

R S

T. M

AD

ISO

N, W

I 5

37

15

BU

ILD

ING

2: 3

0 E

CA

MP

US

MA

LL

MA

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ON

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37

15

BU

ILD

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3: 3

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MIL

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210305


2


LEVEL 010"

NEW HSS6x6x5/16"COLUMNS, TYP

NEW W12x50 BEAMS

EXISTING PRECASTDOUBLE TEES WILL HAVE TO BE SAW CUT AFTERBEAMS ARE INSTALLED,TYP AT NEW BEAM LINE

SH

EE

T T

ITLE

:

SHEET

NUMBER

DATE

ISSUED

SET

TYPE

PROJECT

NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020, C

ON

TIN

UU

M A

RC

HIT

EC

TS

+ P

LA

NN

ER

S S

.C.

CONSULTANTS:


414.220.9640T

5100 Eastpark Blvd, Suite 300, Madison, Wisconsin 53718

Office 608.243.6470 Fax 608.241.3914

Job Number 2019xxx

Contractors are responsible for the means, methods, techniques, sequences and procedures of construction

including, but not limited to, temporary supports, shoring, forming to support imposed loads and other similar items.

www.otie.com

CD

08/11/2021

S1.100

ST

RU

CT

UR

AL

NO

TE

S

0549

-211

7 F

P&

M P

HY

SIC

AL

PLA

NT

RE

LOC

AT

ION

BU

ILD

ING

1: 4

5 N

. CH

AR

TE

R S

T. M

AD

ISO

N, W

I 537

15

BU

ILD

ING

2: 3

0 E

CA

MP

US

MA

LL,

MA

DIS

ON

, WI 5

3715

BU

IDL

ING

3: 3

0 N

MIL

LS

ST

. MA

DIS

ON

, WI 5

371

5

210305

SCALE: 3/4" = 1'-0"1TYP INTERIOR COL FTG

SCALE: 3/4" = 1'-0"3SECTION AT NEW BEAM

SPREAD FOOTING SCHEDULE

MARK

FOOTING DIMENSIONS

FOOTING REINFORCEMENT REMARKSLENGTH WIDTH THICKNESS

F50 5' - 0" 5' - 0" 1' - 0" (6) #5 EW

F60 6' - 0" 6' - 0" 1' - 2" (7) #5 EW

SCALE: 3/4" = 1'-0"2NEW TO EXISTING FDN

SCALE: 3/4" = 1'-0"4LINTEL BEARING DETAIL

SCALE: 3/4" = 1'-0"5BEAM TO HSS COL

SCALE: 3/4" = 1'-0"6TYP BEAM TO BEAM SPLICE

SCALE: 3/4" = 1'-0"7TYP BEAM CONNECTION

0 2'1'6"


2

1 2 3 4 5 6 7

C

A

D

E

B

FF50 F50

F50

F50F60 F50 F50

F50

F50F50

F50F50

F50F50

F50F50

F50F50

F50

F50 F50 F50 F50 F50 F50

F50

F50

18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0"

10

'-0

"1

0'-0

"1

0'-0

"1

0'-0

"8

'-4

"3

'-2

"1

'-3 1

/2"

1S1.100

TYP

2S1.100

TYP

2S1.100 TYP F50

F.1

.8F 6'-0" 8'-0 1/4" 5'-4 3/4" 4'-7" 6'-2" 11'-10" 8'-8 7/8" 9'-3 1/8" 11'-0 7/8" 6'-11 1/8"

9'-3"

4'-10"

NOTE: REMOVE EXISTING SLABAS REQUIRED TO INSTALL NEW FOUNDATION. REPLACE SLAB WITHNEW SLAB MATCHING EXISTING.TYP.

NOTE: WHERE FOOTINGS AREADDED UNDER EXISTING WALLS,THE WALLS SHALL REMAIN ANDTHE FOOTING SHALL BE HAND HUG, TYP.

NOTE: REMOVE EXISTING SLABAS REQUIRED TO INSTALL NEW FOUNDATION. REPLACE SLAB WITHNEW SLAB MATCHING EXISTING.TYP.

1 2 3 4 5 6 7

C

A

D

E

B

F

W12x58

W16x67W18x76 W18x97 W12x50

W12x50W12x50W12x50W12x50W16x67

W12x50W12x50W16x67

W12x50W12x50W12x50W12x50W12x58

10

'-0

"1

0'-0

"1

0'-0

"1

0'-0

"8

'-4

"3

'-2

"1

'-3 1

/2"

18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0"

3S1.100

5S1.100

TYP

7S1.100TYP

EXISTING PRECAST BEAM, TYP

EXISTING PRECAST COLUMN, TYP

EXISTING PRECAST BEAM, TYP

EXISTING PRECAST COLUMN, TYP

W12x50W12x50

W16x67

W16x67

PRECAST WITH 2" TOPPING



5'-3"

6S1.100 SIM

7S1.100

TYP

7S1.100

TYP5

S1.100TYP

5'-0"

6S1.100

6S1.100

HSS6x6x5/16, TYP

4S1.100

TYP

8x28 LINTEL.SEE NOTE 2

8x28 LINTEL.SEE NOTE 2

(2) L4x4x3/8 BACK TO BACK LINTEL

5'-0"3'-0"

3'-0"6'-6"

5'-0"

F.1

.8F

SH

EE

T T

ITLE

:

SHEET

NUMBER

DATE

ISSUED

SET

TYPE

PROJECT

NUMBER

REVISIONS:

SCALE VARIES

© C

OP

YR

IGH

T 2

020, C

ON

TIN

UU

M A

RC

HIT

EC

TS

+ P

LA

NN

ER

S S

.C.

CONSULTANTS:


414.220.9640T

5100 Eastpark Blvd, Suite 300, Madison, Wisconsin 53718

Office 608.243.6470 Fax 608.241.3914

Job Number 2019xxx

Contractors are responsible for the means, methods, techniques, sequences and procedures of construction

including, but not limited to, temporary supports, shoring, forming to support imposed loads and other similar items.

www.otie.com

CD

08/11/2021

S1.200

NE

W F

RA

MIN

G P

LA

N

0549

-211

7 F

P&

M P

HY

SIC

AL

PLA

NT

RE

LOC

AT

ION

BU

ILD

ING

1: 4

5 N

. CH

AR

TE

R S

T. M

AD

ISO

N, W

I 537

15

BU

ILD

ING

2: 3

0 E

CA

MP

US

MA

LL,

MA

DIS

ON

, WI 5

3715

BU

IDL

ING

3: 3

0 N

MIL

LS

ST

. MA

DIS

ON

, WI 5

371

5

210305

SCALE: 1/8" = 1'-0"1FOUNDATION PLAN

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

NOTES:

1. SEE S1.100 FOR ADDITIONAL NOTES AND DETAILS NOT SHOWN ON THIS PLAN.2. SAW CUT EXISTING SLAB AS NEEDED TO INSTALL NEW FOOTINGS

NOTES:

1. SEE S1.100 FOR ADDITIONAL NOTES AND DETAILS NOT SHOWN ON THIS PLAN.2. SEE ARCH FOR NEW WALL ROUGH OPENINGS AND ELEVATIONS.3. EXISTING PRECAST IS A DOUBLE TEE SYSTEM WITH A 2" TOPPING BEARING ON AN INTERIOR PRECAST BEAM AND COLUMN SYSTEM.

NEW STEEL WILL BE SET UNDER THE PRECAST DOUBLE TEES. PROVIDE SHIMS AS REQUIRED TO PROVIDE FULL BEARING OF THE DOUBLE TEES TO THE NEW STEEL BEAM LINES.

0 12'8'2' 4'

0 12'8'2' 4'


2